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TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission please submit your comments and recommendations to cityclerk@meridiancity.org To: Attention C.Jay Coles, City Clerk By: June 1, 2018 Cit y Clerk ’s Office 33 E. Broadwa y Avenue, Meridian, ID 83642 Phone 208-888-4433 Fax 208-888-4218 cityclerk@meridiancity.org www.m eridiancity.org Transmittal Date: 5-4-2018 File No: H-2018-0043 AZ, PP Hearing Date: June 6, 2018 REQUEST: An Annexation and Zoning of 60.55 Acres of Land (7.07 to R-8 and 53.47 to R-2) to the R-2 And R-8 Zoning Districts and a Preliminary Plat Consisting of 59 Single Family Residential Lots and 10 Common Lots on Approximately 53.47 Acres in the Proposed R-2 and R-8 Zoning Districts for Keep Subdivision By: Jack L Hammond Location of Property or Project: SW Corner of E Lake Hazel Rd and S. Eagle Rd 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 South of RR/SW Meridian NW Pipeline Boise-Kuna Irrigation District Hearing Date: June 6, 2018 File No.(s): H-2018-0043 Project Name: Keep Subdivision AZ, PP Request: Annexation and zoning of 60.55 acres of land (7.07 to R-8 and 53.47 to R-2) to the R-2 and R-8 zoning districts by Jack L. Hammond. Request: Preliminary plat consisting of 59 single family residential lots, and 10 common lots on approximately 53.47 acres in the proposed R-2 and R-8 zoning districts. Location: The site is located on the south east corner of E. Lake Hazel Road and S. Eagle Road in the NE 1/a of Section 5, Township 2N., Range 1E. r- _ ,1-, ` •- STAFF USE ONLY: � C Project name: File number(s ' 2 d /,,' Q 0 Assigned Planner: Planning Division DEVELOPMENT REVIEW APPLICATION Type of Review Requested (check all that apply) ❑Planned Unit Development ❑ Accessory Use ❑ Administrative Design Review Plat ElPrivate ❑ Alternative Compliance Street ❑ Private Street ❑ Property Boundary Adjustment I Annexation and Zoning ❑ Certificate of Zoning Compliance ❑ Rezone ❑ City Council Review ❑ Comprehensive Plan Map Amendment ❑ Plat ❑ Time ime Extension: Commission/Council (circle one) ❑ Comprehensive Plan Text Amendment Director/ ❑UDC Text Amendment ❑ Conditional Use Permit ❑Vacation: ❑ Conditional Use Modification Director/ Council (circle one) Director/Commission (circle one) ❑Variance ❑ Development Agreement Modification ❑ Other ❑ Final Plat ❑ Final Plat Modification Tnfnrmntion Applicant name: r "lu Applicant address: 7 7 �� I/A vi /� C ¢ /0Email City: Me V11 State: Phone: 24;8— " T — -73'7 A_�_ Zip: S .s d 4-2— Applicant's interest in property: � Own ❑ Rent ❑ Optioned ❑ Other S r F �G ' LDS C h u r c k Phone: Owner name: S �n o Email: �a n^ � Owner address: — S State: Zip: City: Agent/Contact name (e.g., architect, engineer, developer, representative): Firm name: Agent addre City:e / f� Primary contact is: ❑ Applicant ❑ Owner >4 Agent/Contact lei Phone: 2`0 �—a 3,7 G n ! / G Email: k- r Id -k-1 p s� - c,,, u . State: 1-- Zip: ;y 2 NI Subject Property Information Location/street address: 5 )6:' • d 4 Township, range, section: 2 N acreage: e. i. 5 Zoning district: Ry> Assessor's parcel number(s): 5' f �L S l bbl 71.E g Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 14 (Rev.06/l2/20 Project/subdivision name:444 l-1_ D General description of proposed project/request: Proposed zoning district(s): Q 7_,�.rY d e /1 a s i o 46 r ro 1 8 ff to G A° Acres of each zone proposed: r,3, �- 7 Type of use proposed (check all that apply): N Residential ❑ Office ❑ Commercial ❑ Employment ❑ industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? ���* Which irrigation district does this properly lie //within? b%� L'_' `'�� r �c Primary irrigation source: Pie r r L a f� 4✓ a j Secondary: Ao, a Al &I r G. 42 i d Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): /2 4 b OD r Residential Project Summary (if applicable) Number of residential units: S f Number of building lots: 5 9 Number of common lots: /o Number of other lots: 0 Proposed number of dwelling units (for multi -family developments only): I bedroom: 2-3 bedrooms: 4 or more bedrooms: l Minimum square footage of structure (excl. garage): 1600 Maximum building height: Minimum property size (s.f): 7Z /2 d Average property size (s.f.):,/ Gross density (Per UDC 11-1A-1): / / Net density (Per UDC 11-1A-1): 1.4 Acreage of qualified open space: <_ e 6 Percentage of qualified open space: 11016 Type and calculations of qualified open space provided in acres (Per. UDC 11 -3G -3B): 5-,7 - ,� / d4- c �+ C ,fir Q %n Y ,q bud /N 1�s 7S, Amenities provided with this development (if applicable): „f I e Q Type of dwelling(s) proposed: ❑ Single-family Detached 19 Single-family Attached ❑ Townhouse /,J 7•°5r, � I S ❑ Duplex ❑ Multi -family ❑ Vertically integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: Common lots: Other lots: Gross floor area proposed: Hours of operation (days and hours): Total number of parking spaces provided: L __aL...... &. Print applicant name: Applicant signature:. Existing (if applicable): Building height: Number of compact spaces provided: Date: V_ /-3 '/ g Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 %vww.meridiancity.org/12latining -2- Rev: (2/7/2018) PRELIMINARY PLAT SUBMITTAL For KEEP SUBDIVISION Formerly known as Mountain View Estates NARRATIVE: This project consists of platting 59 single family lots on 53.5 acres and annexing 60.6 acres and is located in the NE 1/4 of Section 5, T2N, R1 E, BM. The average lot size is over one half acre. The minimum lot size is 22,120 square feet. There are ten common lots. Two are common landscape islands at the entrance on Lake Hazel Road and Eagle Road, four are common lots along the frontage of Lake Hazel Road and Eagle Road, one is a common lot for the amenities, one is for the sewer line from the Pemberley Lane cul-de-sac to Eagle Road, and one is a common lot for the emergency access between Bennet Ct. and Bingley Drive, and one lot is an irrigation lateral. All common lots, except lot 1 block 5, will be owned and maintained by the Home Owners Association. This project includes annexing and rezoning the subdivision property and annexing the church property (approximately 7 acres) where the existing church is located. The church parcel is Tax Parcel S1405110465. (See Exhibit "B") The zoning designation for the church will be R-8 and R- 2 for the subdivision. We are proposing to construct a 32' street section (Including a 2' ribbon curb), and a 5' sidewalk on each side, offset from the street by 17'. We are proposing to build about 1700' of sewer main in Eagle Road north of Lake Hazel Road and tie into the sewer line in The Turf Farm Subdivision. This connection to the Turf Farm Subdivision will be temporary. This trunk line in Eagle Road will eventually tie into the sewer trunk line being constructed in the Sky Mesa development west of Eagle Road. When the trunk line is completed, and this connection is made, the connection to Turf Farm will be abandoned. Each residential lot in this subdivision will be connected to city sewer and water at the time of platting of the Keep Subdivision. All other aspects of platting will be improved as is in any other subdivision within the city limits of Meridian, except as outlined below. Farr Lateral: The city has requested that the Farr Lateral be piped and used as an amenity or linear open space. However, the New York Irrigation District and the Boise Project Board of Control have stated that the Farr Lateral cannot be used by the public for anything but it's intended use, water delivery for irrigation purposes. Therefore, we are requesting a waiver (per UDC 11 -3A -6B -3a & b) of the requirement to turn the Farr Lateral into an amenity. Instead, we are requesting permission to install a closed vision fence between the Farr Lateral easement from the adjacent lots. This will also enhance public safety. Amenities: A bike enclosure and gazebo were added as the two amenities for the subdivision and will be located on a common lot (lot 5 block 5) on Bingley Drive. Bennet Court: The length of the cul-de-sac is approximately 5931. Because this length exceeds code, an emergency vehicle access was added between the cul-de-sac and Bingley Drive to mitigate the length of the cul-de-sac. The following will be done and/or complied with: 1. This developer intends to comply with all requirements and provisions of the UDC, except as detailed above. However, the developer is increasing the building setback to at least 30' on the front and back, and to at least 10' on the sides. The setbacks will be detailed in the C, C, and R's for this subdivision. 2. The Engineer, Surveyor, and Landscape Architect of Record of this subdivisions will conform with acceptable engineering, surveying and landscape architectural practices and local standards. 3. Development Agreement. 4. The Street Name Evaluation Letter. 5. According to Christy Little at ACHD, a traffic study is not needed. iY COIAS-S LAND SURVEYING PLLC Jarron Langston Date: 12/06/17 Job No.: 7017 EXHIBIT "A" ANNEXATION DESCRIPTION The following Describes a Parcel of Land being a portion of NE1/4 of Section 5, Township 2 North, Range 1 East, Boise Meridian, Ada County Idaho, and more particularly described as follows: BEGINNING at a found Aluminum Cap Marking the Northeast Corner of said Section 5; From which, the East 1/4 Corner of said Section 5 bears, South 00000'04" West, a distance of 2678.12 feet which is being Monumented with a found Aluminum Cap; Thence along the Easterly Boundary Line of the NE 1/4 of said Section 5, South 00000'04" West, a distance of 2052.24 feet to a found Aluminum Cap on the centerline of the Farr Lateral; Thence leaving said Easterly Boundary Line, and along the centerline of the Farr Lateral the following courses and distances: Thence, North 65002'54" West, a distance of 67.34 feet to a point; Thence, North 34001'44" West, a distance of 23.50 feet to a point; Thence, North 59006'47" West, a distance of 37.90 feet to point; Thence, North 71'10'02" West, a distance of 70.30 feet to a point; Thence, North 67°33'19" West, a distance of 59.81 feet to a point; Thence, North 51°31'51" West, a distance of 59.66 feet to a point; Thence, North 46015'46" West, a distance of 113.98 feet to a point; Thence, North 53°56'30" West, a distance of 74.43 feet to a point; Thence, North 56°25'31" West, a distance of 97.78 feet to a point; Thence, North 62048'43" West, a distance of 39.89 feet to a point; Thence, North 89°30'40" West, a distance of 44.88 feet to a point; Thence, South 66050'56" West, a distance of 293.90 feet to a point; Thence, South 85°25'33" West, a distance of 60.03 feet to a point; Thence, South 88045'59" West, a distance of 252.30 feet to a point; Thence, South 80032'19" West, a distance of 58.56 feet to a point; Thence, South 71015'00" West, a distance of 41.47 feet to a point; Thence, South 82°24'55" West, a distance of 39.29 feet to a set point; Thence, North 79045'52" West, a distance of 55.80 feet to a point; Thence, North 65000'53" West, a distance of 66.24 feet to a point; From said point, a found 5/8 inch diameter Iron Pin with Plastic Cap "PLS 14221" which is Witnessing said point bears, North 00035'49" West a distance of 47.75 feet; Thence leaving said centerline, North 00035'49" West, a distance of 1261.45 feet to a found 1/2 inch diameter Iron Pin with "No Cap"; Thence, North 09049'05" West, a distance of 565.66 feet to a point on the Northerly Boundary Line of the NE1/4 of said Section 5; Thence along the Northerly Boundary Line of the NE1/4 of said Section 5, North 89°50'28" East, a distance of 1522.50 feet to the POINT OF BEGINNING: PA CC Ar.rr.e. rnrre� .ter �e�c 623 1 lth Ave. South, Nampa, ID 83651 - T. (208) 442-0115 � C. (208) 608-2510 - rgray.cls@gmail.com CC W--,PA$SLAND SURVMNG PLLC Jarron Langston Rev. Date: 04/26/18 Job No.: 7017 EXHIBIT "A" CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS ANNEXATION DESCRIPTION The following Describes a Parcel of Land being a portion of NE1/4 of Section 5, Township 2 North, Range 1 East, Boise Meridian, Ada County Idaho, and more particularly described as follows: COMMENCING at a found Aluminum Cap Marking the Northeast Corner of said Section 5; From which, the East 1/4 Corner of said Section 5 bears, South 00°00'04" West, a distance of 2678.12 feet which is being Monumented with a found Aluminum Cap; Thence along the Easterly Boundary Line of the NE 1/4 of said Section 5, South 00°00'04" West, a distance of 585.38 feet to the POINT OF BEGINNING: Thence leaving said Easterly Boundary Line, North 89°59'56" West, a distance of 642.10 feet to a point; Thence, South 00°00'04" West, a distance of 480.00 feet to a point; Thence, South 89059'56" East, a distance of 642.09 feet to a point on the Easterly Boundary Line of the NE 1/4 of said Section 5; Thence along said Easterly Boundary Line, North 00°00'04" East, a distance of 480.00 feet to the POINT OF BEGINNING: The above Described Parcel of Land contains 7.07 Acres, more or less. 623 11th Ave. South, Nampa, ID 83651 ° T. (208) 442-0115 � C. (208) 608-2510 a rgray.cls@gmail.com EXHIBIT 11811 LOCATED IN THE NE1/4 OF SECTION 5, T. 2 N., R. 1 E., B.M., ADA COUNTY, IDAHO 2018 - — U I — 5 C/L FARR LATERAL Unplatted S 89'50'28'W 2658.97' WEST LAKE HAZEL ROAD 3 33 COMPASS LAND SURVEYING, PLLC 623 11th Avenue South Nampa, ID 83651 Office: (208) 442-0115 Fax: (208) 327-2106 5 Lor i, BLOCK I \\ . DERRY ti 5UDDIV1310N Scale: or. IO5 PG. 15160 1" = 300' I EO I UNPLATTED co u� I i I POINT OF I I BEGINNING I _ _ N 89°59'56" W 642.10' 0 o C? I I I CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS I I TAX PARCEL No.S14051IM5 W I (� o f (PLUS ROAD RIGHT OF SPAY) 0 ° 7.07 ACRES o ° I N z O I. Q 0 CnZ o I°dcc0 INQ� I J S 89°59'76'E-642.09- i `�vlL, LU 100= I � f-- I� � ly-0 U) �mI I UNPLATTED COMPASS LAND SURVEYING, PLLC 623 11th Avenue South Nampa, ID 83651 Office: (208) 442-0115 Fax: (208) 327-2106 Lor i, BLOCK I \\ . DERRY ti 5UDDIV1310N N or. IO5 PG. 15160 COMPASS LAND SURVEYING, PLLC 623 11th Avenue South Nampa, ID 83651 Office: (208) 442-0115 Fax: (208) 327-2106 1 �s-s -�,� T'� Jarron Langston Date: 04/27/118 Job No.: 7017 LAND SURVEYING PLLC EXHIBIT "A" ANNEXATION DESCRIPTION The following Describes a Parcel of Land being a portion of NE -1/4 of Section 5, Township 2 North, Range 1 East, Boise Meridian, Ada County Idaho, and more particularly described as follows: BEGINNING at a found Aluminum Cap Marking the Northeast Corner of said Section 5; From which, the East 1/4 Corner of said Section 5 bears, South 00°00'04" West, a distance of 2678.12 feet which is being Monumented with a found Aluminum Cap; Thence along the Easterly Boundary Line of the NE 1/4 of said Section 5, South 00°00'04" West, a distance of 585.38 feet to a point; Thence leaving said Easterly Boundary Line, North 89059'56" West, a distance of 642.10 feet to a point; Thence, South 00°00'04" West, a distance of 480.00 feet to a point; Thence, South 89059'56" East, a distance of 642.10 feet to a point on the Easterly Boundary Line of the NE 1/4 of said Section 5; Thence along said Easterly Boundary Line, South 00°00'04" West, a distance of 986.86 feet to a found Aluminum Cap on the centerline of the Farr Lateral; Thence leaving said Easterly Boundary Line, and along the centerline of the Farr Lateral the following courses and distances: Thence, North 65°02'54" West, a distance of 67.34 feet to a point; Thence, North 34°01'44" West, a distance of 23.50 feet to a point; Thence, North 59°06'47" West, a distance of 37.90 feet to point; Thence, North 71 °10'02" West, a distance of 70.30 feet to a point; Thence, North 67033'19" West, a distance of 59.81 feet to a point; Thence, North 51031'51 " West, a distance of 59.66 feet to a point; Thence, North 46015'46" West, a distance of 113.98 feet to a point; Thence, North 53056'30" West, a distance of 74.43 feet to a point; Thence, North 56°25'31" West, a distance of 97.78 feet to a point; @gyp Thence, North 62048'43" West, a distance of 39.89 feet to a point; 4/2730 Thence, North 89°30'40" West, a distance of 44.88 feet to a point; Thence, South 66050'56" West, a distance of 293.90 feet to a point; 0261 Thence, South 85°25'33" West, a distance of 60.03 feet to a point; 44, Thence, South 88045'59" West, a distance of 252.30 feet to a point; �gy�OF�p�a Thence, South 80032'19" West, a distance of 58.56 feet to a point; Thence, South 71 °15'00" West, a distance of 41.47 feet to a point; Thence, South 82024'55" West, a distance of 39.29 feet to a point; Thence, North 79°45'52" West, a distance of 55.80 feet to a point; Thence, North 65000'53" West, a distance of 66.24 feet to a point; From said point, a found 5/8 inch diameter Iron Pin with Plastic Cap "PLS 14221" which is Witnessing said point bears, North 00035'49" West a distance of 47.75 feet; Thence leaving said centerline, North 00°35'49" West, a distance of 1261.45 feet to a found 1/2 inch diameter Iron Pin with "No Cap"; Thence, North 09049'05" West, a distance of 565.66 feet to a point on the Northerly Boundary Line of the NE1/4 of said Section 5; Thence along the Northerly Boundary Line of the NE1/4 of said Section 5, North 89°50'28" East, a distance of 1522.50 feet to the POINT OF BEGINNING: The above Described Parcel of Land contains 53.47 Acres, more or less. 623 11th Ave. South, Nampa, ID 83651 -T. (208) 442-0115 ^C.(208)608-2510 - rgray.cls@gmail.com EXHIBIT 11811 LOCATED IN THE NE1/4 OF SECTION 5, T. 2 N., R. 1 E., B.M., ADA COUNTY, IDAHO 2017 3N 89°5028° ET�cz _ 5 1136.47' z��o :3m o� O Z "No Cap" i I Z O �) L g 't C -i - U�- o r n = a-- N z o a) p� to co 0 m o Z I N 89°50'28" E 2658.97' ®vN°50'2 " 1 22 50' TAX PARCEL No.S1405110470 WEST LAKEHAZEL ROAD 3 33 POINT OF BEGINNING ` ` to �Y BO M � TAX PARCEL I I L I c I No.S1405110465 I o o DISTANCE I I� o C/) I to I o CD N 62°48'43' W o I 0 L4 N 34'01'44'W I C:) L13 N 89'30'40"W � I I N 89°59'56" W 642.10' N 59°06'47" W I I L14 0 0 o LINE TABLE m m LINE TABLE to �Y LINE TAX PARCEL I I o No.S1405110465 I o o DISTANCE p C:) o C/) I o CD I S R9°59'56" E 642.10' S 14221' .75' WC C1L FARR Unplatted LOT 1, BLOCK 1 DERRY 5ODDIV15ION BK. 106 PG. 15160 9TF OF \,�P ewe COMPASS LAND SURVEYING, PLLC �FN�E H.K623 11th Avenue South Nampa, ID 83651 7 Office: (208) 442-0115 Fax: (208) 327-2106 I 00 co 0o rn 0 0 0 0 C) Scale: 1" = 300' LINE TABLE LINE TABLE LINE BEARING DISTANCE LINE BEARING DISTANCE L3 T65°02'54- W 67.34 L12 N 62°48'43' W 39.89 L4 N 34'01'44'W 23.50 L13 N 89'30'40"W 44.88 L5 N 59°06'47" W 37.90 L14 S 85°25'33" W 60.03 L6 N 71°10'02" W 70. 30 L15 S 80'32'19"W 58.56 L7 N 67°3319"W 59.81 L16 S 71°15100" W 41.47 L8 N 51°31'51"W 59.66 L17 S 82'24'55"W 39.29 L9 N 46°1546" W 113.98 L18 N 79°45'52" W 55.80 L10 N 53°56'30" W 74.43 L19 N 65'00'53'W 66.24 L11 N 56°25'31" W 97.78 S 14221' .75' WC C1L FARR Unplatted LOT 1, BLOCK 1 DERRY 5ODDIV15ION BK. 106 PG. 15160 9TF OF \,�P ewe COMPASS LAND SURVEYING, PLLC �FN�E H.K623 11th Avenue South Nampa, ID 83651 7 Office: (208) 442-0115 Fax: (208) 327-2106 I 00 co 0o rn 0 0 0 0 C) Scale: 1" = 300' ( S�),LAND SURVEYING PLLG Jarron Langston Date: 10/16/2017 �„w;,,i5 i �. Job No.: 7017 PARCEL "A" DESCRIPTION The following Describes a Parcel of Land being a portion of NE1/4 of Section 5, Township 2 North, Range 1 East, Boise Meridian, Ada County Idaho, and more particularly described as follows: BEGINNING at a found Aluminum Cap Marking the Northeast Corner of said Section 5; From which, the East 1/4 Corner of said Section 5 bears, South 00°00'04" West, a distance of 2678.12 feet which is being Monumented with a found Aluminum Cap; Thence along the Easterly Boundary Line of the NE 1/4 of said Section 5, South 00°00'04" West, a distance of 585.38 feet to a set 5/8 inch diameter Iron Pin with Plastic Cap "CLS PLS 7732"; Thence leaving said Easterly Boundary Line, North 89°59'56" West a distance of 642.10 feet to a set 5/8 inch diameter Iron Pin with Plastic Cap "CLS PLS 7732"; Thence, South 00°00'04" West a distance of 480.00 feet to a set 5/8 inch diameter Iron Pin with Plastic Cap "CLS PLS 7732"; Thence, South 89°59'56" East a distance of 642.09 feet to a set 5/8 inch diameter Iron Pin with Plastic Cap "CLS PLS 7732" on the Easterly Boundary Line of the NE 1/4 of said Section 5; Thence along the Easterly Boundary Line of the NE 1/4 of said Section 5, South 00°00'04" West a distance of 986.86 feet to a found Aluminum Cap on the centerline of the Farr Lateral; Thence leaving said Easterly Boundary Line, and along the centerline of the Farr Lateral the following courses and distances: Thence, North 65°02'54" West a distance of 67.34 feet to a point; Thence, North 34001'44" West a distance of 23.50 feet to a point; Thence, North 59°06'47" West a distance of 37.90 feet to point; Thence, North 71 °10'02" West a distance of 70.30 feet to a point; Thence, North 67°33'19" West a distance of 59.81 feet to a point; Thence, North 51'31'51" West a distance of 59.66 feet to a point; Thence, North 46°15'46" West a distance of 113.98 feet to a point; Thence, North 53°56'30" West a distance of 74.43 feet to a point; Thence, North 56°25'31" West a distance of 97.78 feet to a point; Thence, North 62°48'43" West a distance of 39.89 feet to a point; Thence, North 89030'40" West a distance of 44.88 feet to a point; Thence, South 66°50'56" West a distance of 293.90 feet to a point; Thence, South 85°25'33" West a distance of 60.03 feet to a point; Thence, South 88°45'59" West a distance of 252.30 feet to a point; Thence, South 80°32'19" West a distance of 58.56 feet to a point; Thence, South 71'15'00" West a distance of 41.47 feet to a point; Thence, South 82°24'55" West a distance of 39.29 feet to a set point; Thence, North 79°45'52" West a distance of 55.80 feet to a point; Thence, North 65°00'53" West a distance of 66.24 feet to a point. From said point, a found 5/8 inch diameter Iron Pin with Plastic Cap "PLS 14221" which is Witnessing said point bears, North 00°35'49" West a distance of 47.75 feet; Thence leaving said centerline, North 00°35'49" West a distance of 1261.45 feet to a found 1/2 inch diameter Iron Pin with "No Cap": Thence, North 09°49'05" West a distance of 565.66 feet to a point on the Northerly Boundary Line of the NE1/4 of said Section 5 Thence along the Northerly Boundary Line of the NE1/4 of said Section 5, North 89°50'28" East. 1522.50 feet to the POINT OF BEGINNING: The above Described Parcel of Land contains 53.47 Acres, more or less. 623 11th Ave. South, Nampa, ID 83651 T. (208) 442-0115 - C. (208) 608-2510,- rgray.cls@gmail.com ADA COUNTY RECORDER Christopher D. Rich 2017-072329 BOISE IDAHO Pgs=3 LISA BATT 08/04/2017 12:41 PM Fidelity National TItle FIDELITY NATIONAL TITLE -BOISE $15.00 Escrow No.: 34601704013 -PA WARRANTY DEED FOR VALUE RECEIVED McKay Family Investments, LLC, as to its 83.3333% interest and William Dean McKay, a married man as his sole and separate property as to his 16.6667% Interest GRANTOR(S), does(do) hereby GRANT, BARGAIN, SELL AND CONVEY unto: JHP, LLC, an Idaho Limited Liability Company GRANTEE(S), whose current address is: 3728 E Vantage Pointe Lane, Meridian, ID 83642 the following described real property in Ada County, Idaho, more particularly described as follows, to wit: SEE EXHIBIT "A' ATTACHED HERETO AND MADE A PART HEREOF TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said heirs and assigns forever. And the said Grantor(s) does(do) hereby covenant to and with the said Grantee(s), that Grantor(s) is/are the owner(s) in fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and general taxes and assessments, (including irrigation and utility assessments, if any) for the current year, which are not yet due and payable, and that Grantor(s) will warrant and defend the same from all lawful claims whatsoever. IN WITNESS WHEREOF, the undersigned have executed this document on the date(s) set forth below. Effective this _0- f day of ' 2017. McKay Family Investments, LLC BY: /&r,() William D. McKy Member A,.. h ��� . William can cKa Deed (Warranty) printed: 08.03.17 @ 08:14 AM by PA IDD1052.doe / Updated: 05.25.16 Page 1 ID-Fr--FXEA-03460.216262-34601704013 Page 1 of 3 12113/2017 4:47 PM EXHIBIT "A" Legal Description For APN/Parcel ID(s): S1405110470 Beginning at the Northeast corner of Section 5 in Township. 2 North; Range 1 East Boise Meridian, in Ada County, State of Idaho, thence South along the Section line between Sections 4 and 5, 2061.84 feet to an iron pin; thence North 65°00' West, 264.00 feet to a point; thence North 52°55' West, 387.05 feet to a point; thence South 67°37' West, 315.48 feet to a point; thence South 85°45' West, 573.54 feet to an iron pin; thence North 0°35' West, 1320.0 feet to a point; thence North 9'42' West, 563.64 feet to an iron pin on the North boundary of said Section 5; thence North 89°44' East, 1518.0 feet to the POINT OF BEGINNING. Excepting Therefrom: A portion of the Northeast 1/4 of the Northeast 1/4 of Section 5, Township 2 North, Range 1 East of the Boise Meridian described as follows: Commencing at the Northeast comer of Section 5, Township 2 North, Range 1 East of the Boise Meridian and running thence South 585.38 feet along the East line of said Section to the POINT OF BEGINNING: thence West 908.00 feet; thence South 480.00 feet; thence East 908.00 feet to said East line; thence North 480.00 feet to the POINT OF BEGINNING. Deed (Warranty) Printed; 08.03.17 @ 08:14 AM by PA IDD1052.doe / Updated: 05.25.16 Page 3 ID-iT-FXEA-03460.216262-34601704013 Page 3 of 3 12/1312017 4:47 Ptd RECORDATION REQUESTED BY: Capital Educators Federal Credit Union MBL Department 275 S Stratford Drive Meridian, ID 83642 WHEN RECORDED MAIL TO: Capital Educators Federal Credit Union MBL Department 275 S Stratford Drive Meridian, ID 83642 ADA COUNTY RECORDER Christopher D. Rich 2017-072333 BOISE IDAHO Pgs=9 LISA BATT 08/0412017 12:41 PM FIDELITY NATIONAL TITLE - BOISE $45.00 SEND TAX NOTICES TO: Un/ j �`` Capital Educators Federal Credit Union ?4 I J �yr Vt� MBL Department 275 S Stratford Drive Meridian ID 83642 SPACE ABOVE THIS LINE IS FOR RECORDER'S USE ONLY DEED OF TRUST THIS DEED OF TRUST is dated August 4, 2017, among JHP LLC, an Idaho Limited Liability Company, whose address is 3728 E Vantage Pointe Lane, Meridian, ID .83642 ("Grantor"); Capital Educators Federal Credit Union, whose address is MBL Department, 275 S Stratford Drive, Meridian, ID 83642 (referred to below sometimes as "Lender" and sometimes as "Beneficiary"); and FIDELITY NATIONAL TITLE COMPANY of IDAHO, whose address is 485 E RIVERSIDE DR., SUITE 200, EAGLE, ID 83616 (referred to below as "Trustee"). CONVEYANCE AND GRANT. For valuable consideration, Grantor does hereby irrevocably grant, bargain, sell and convey in trust, with power of sale, to Trustee for the benefit of Lender as Beneficiary, all of Grantor's right, title, and interest in and to the following described real property, together with all existing or subsequently erected or affixed buildings, improvements and fixtures; all easements, rights of way, and appurtenances; all water, water rights and ditch rights (including stock in utilities with ditch or irrigation rights); and all other rights, royalties, and profits relating to the real property, including without limitation all minerals, oil, gas, geothermal and similar matters, (the Real Property") located in Ada County, State of Idaho: See EXHIBIT "A", which is attached to this Deed of Trust and made a part of this Deed of Trust as if fully set forth herein. The Real Property or its address is commonly known as S Eagle Rd, Meridian, ID 83642. The Real Property tax identification number is S1405110470. CROSS -COLLATERALIZATION. In addition to the Note, this Deed of Trust secures all obligations, debts and liabilities, plus interest thereon, of Grantor to Lender, or any one or more of them, as well as all claims by Lender against Grantor or any one or more of them, whether now existing or hereafter arising, whether related or unrelated to the purpose of the Nate, whether voluntary or otherwise, whether due or not due, direct or indirect, determined or undetermined, absolute or contingent, liquidated or unliquidated, whether Grantor may be liable individually or jointly with others, whether obligated as guarantor, surety, accommodation party or otherwise, and whether recovery upon such amounts may be or hereafter may become barred by any statute of limitations, and whether the obligation to repay such amounts may be or hereafter may become otherwise unenforceable. Grantor presently assigns to Lender (also known as Beneficiary in this Deed of Trust) all of Grantor's right, title, and interest in and to all present and future leases of the Property and all Rents from the Property. In addition, Grantor grants to Lender a Uniform Commercial Code security interest in the Personal Property and Rents. THIS DEED OF TRUSTTHE SECURITY INTEREST IN THE ENTS AND PERSONAL PROPERTY, S GIVEN TO SECURE INCLUDING�(A) PAYMENT OF THE INDEBTEDNESS ANDN(B) PERFORMANCE OF ANY AND A L OBLIGATIONS UNDER HE NOTE, THE RELATED DOCUMENTS, AND THIS DEED OF TRUST. THIS DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS: PAYMENT AND PERFORMANCE. Except as otherwise provided in this Deed of Trust, Grantor shall pay to Lender all amounts secured by this Deed of Trust as they become due, and shall strictly and in a timely manner perform all of Grantor's obligations under the Note, this Deed of Trust, and the Related Documents. POSSESSION AND MAINTENANCE OF HE PROPERTY. Grantor agrees that Grantor's possession and use of the Property shall be governed by the following provisions: Possession and Use. Until the occurrence of an Event of Default, Grantor may (1) remain in possession and control of the Property; (2) use, operate or manage the Property; and (3) collect the Rents from the Property. The following provisions relate to the use of the Property or to other limitations on the Property. THE REAL PROPERTY IS NOT MORE THAN EIGHTY (80) ACRES AND IS NOT PRINCIPALLY USED FOR THE AGRICULTURAL PRODUCTION OF CROPS, LIVESTOCK, DAIRY OR AQUATIC GOODS, OR IS NOT MORE THAN FORTY (40) ACRES REGARDLESS OF USE, OR IS LOCATED WITHIN AN INCORPORATED CITY OR VILLAGE. Duty to Maintain. Grantor shall maintain the Property in tenantable condition and promptly perform all repairs, replacements, and maintenance necessary to preserve its value. Compliance With Environmental Laws. Grantor represents and warrants to Lender that: (1) During the period of Grantor's ownership of the Property, there has been no use, generation, manufacture, storage, treatment, disposal, release or threatened release of any Hazardous Substance by any person on, under, about or from the Property; (2) Grantor has no knowledge of, or reason to believe that there has been, except as previously disclosed to and acknowledged by Lender in writing, (a) any breach or violation of any Environmental Laws, Page 1 of 9 1210112017 3:45 PM DEED OF TRUST Page 2 (Continued) (b) any use, generation, manufacture, storage, treatment, disposal, release or threatenan Tactual or threatened litigationase of any Hazardous stornce on, under, aims of any about or from the Property by any prior owners or occupants of the Properly, or (c) y kind by any person relating to such matters; and (3) Except as previously disclosed to and acknowledged by Lender in writing, (ai neither Grantor nor any tenant, contractor, agent or other authorized user of thep Property shall use, generate, manufacture, store, treat, dispose of or release any Hazardous Substance on, under, about or from the Pro a and (b) any such activity shall be conducted in compliance with all applicable federal, state, and local laws, regulations and ordinances, including without limitation all Environmental Laws. Grantor authorizes Lender and its agents to enter upon the Property to make such inspections and tests, at Grantor's expense, as Lender may deem appropriate to determine compliance of the Property with this section of the Deed of Trust. Any inspections or tests made by Lender shall be for Lender's purposes only and shall not be construed to create any responsibility or liability on the part of Lender to Grantor or to any other person. The representations and warranties contained herein are based on Grantors due diligence in investigating the Property for Hazardous Substances. Grantor hereby (1) releases and waives any future claims against Lender for indemnity or contribution in the event Grantor becomes liable for cleanup or other costs under any such laws; and (2) agrees to indemnify, defend, and hold harmless Lender against any and all claims, losses, liabilities, damages, penalties, and expenses which Lender may directly or indirectly sustain or suffer resulting from a breach of this section of the Deed of Trust or as a consequence of any use, generation, manufacture, storage, disposal, release or threatened release occurring prior to Grantors ownership or interest in the Property, whether or not the same was or should have been known to Grantor. The provisions of this section of the Deed of Trust, including the obligation to indemnify and defend, shall survive the payment of the Indebtedness and the satisfaction and reconveyance of the lien of this Deed of Trust and shall not be affected by Lenders acquisition of any interest in the Property, whether by foreclosure or otherwise. Nuisance, Waste. Grantor shall not cause, conduct or permit any nuisance nor commit, permit, or suffer any stripping of or waste on or to the Property or any portion of the Property. Without limiting the generality of the foregoing, Grantor will not remove, or grant to any other party the right to remove, any timber, minerals (including oil and gas), coal, clay, scoria, soil, gravel or rock products without Lender's prior- written riorwritten consent. Removal of Improvements. Grantor shall not demolish or remove any Improvements from the Real Property without Lenders prior written consent. As a condition to the removal of any Improvements, Lender may require Grantor to make arrangements satisfactory to Lender to replace such Improvements with Improvements of at least equal value. Lender's Right to Enter. Lender and Lenders agents and representatives may enter upon the Real Property at all reasonable times to attend to Lenders interests and to inspect the Real Property for purposes of Grantor's compliance with the terms and conditions of this Deed of Trust ptly comply with all laws, ordinances, and regulations, now or hereafter Compliance with Governmental Requirements. Grantor shall promg without limitation, the Americans in effect, of all governmental authorities applicable to the use or occupancy of the Properly, including With Disabilities Act. Grantor may contest in good faith any such law, ordinance, or regulation and withhold compliance during any ng as, in Lenders proceeding, including appropriate appeals, so long as Grantor has notified Lender in writing prior to doing so and so lo sole opinion, Lenders interests in the Property are not jeopardized. Lender may require Grantor to post adequate security or a surety bond, reasonably satisfactory to Lender, to protect Lenders interest. Duty to Protect Grantor agrees neither to abandon or leave unattended the Property. Grantor shall do all other acts, in addition to those acts set forth above in this section, which from the character and use of the Property are reasonably necessary to protect and preserve the Property_ DUE ON SALE - CONSENT BY LENDER. Lender may, at Lenders option, declare immediately due and payable all sums secured by this Deed o nt, of all or any part of the Real Property, Trust upon the sale or transfer, without Lenders prior written consep, mor any interest in the Real Property. A "sale or transfer' mens the conveyance of Real Property or any right, title or interest in the Real Property; whether legal, beneficial a or equitable; whether voluntary a involuntary; whether by outright saleinstallment sale contract, land contract, contract for deed, , deed, installm leasehold interest with a term greater than three (3) years, lease -option contract, or by sale, assignment, or transfer of any beneficial interest in or to any land trust holding title to the Real Property, or by any other method of conveyance of an interest in the Real Property. However, this option shall not be exercised by Lender if such exercise is prohibited by federal law or by Idaho law. TAXES AND LIENS. The following provisions relating to the taxes and liens on the Property are part of this Deed of Trust: Payment Grantor shall pay when due (and in all events prior to delinquency) all taxes, special taxes, assessments, charges (including water and sewer), fines and impositions levied against or on account of the Property, and shall pay when due all claims for work done on or for services rendered or material furnished to the Property. Grantor shall maintain the Property free of all liens having priority over or equal to the interest of Lender under this Deed of Trust, except for the lien of taxes and assessments not due and except as otherwise provided in this Deed of Trust. ent of any tax, assessment, or claim in connection with a good faith dispute over the Right to Contest. Grantor may withhold paym obligation pay, so long as Lenders interest in the Property is not jeopardized_ If a lien arises or is filed as a result of nonpayment, Grantor shall within fifteen (15) days after the lien arises or, if a lien is filed, within fifteen (15) days after Grantor has notice of the filing, a secure the discharge of the lien, a s requested by Lender, deposit with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender in an amount sufficient to discharge the lien plus any costs and reasonable attorneys' fees, or other charges that could accrue as a result of a foreclosure or sale under the lien. In any contest, Grantor shall defend itself and Lender and shall satisfy any adverse judgment before enforcement against the Property. Grantor shall name Lender as an additional obligee under any surety bond furnished in the contest proceedings. ence of payment of the taxes or assessments and shall Evidence of Payment Grantor shall upon demand fumish to Lender satisfactory evid authorize the appropriate governmental official to deliver to Lender at any time a written statement of the taxes and assessments against the Property. Notice of Construction. Grantor shall notify Lender at least fifteen (15) days before any work is commenced, any services are furnished, or any materials are supplied to the Property, if any mechanic's lien, materialmen's lien, or other lien could asserted on account of the work, services, or materials. Grantor will upon request of Lender fumish to Lender advance assurances satisfactory to Lender that Grantor can and will pay the cost of such improvements. PROPERTY DAMAGE INSURANCE. The following provisions relating to insuring the Property are a part of this Deed of Trust Maintenance of Insurance. Grantor shall procure and maintain policies of fire insurance with standard extended coverage endorsements on a fair value basis for the full insurable value covering all improvements on the Real Property in an amount sufficient to avoid application of Page 2 of 9 12/0112017 3:45 PW DEED OF TRUST Page 3 (Continued) any coinsurance clause, and with a standard mortgagee clause in favor of Lender. Grantor shall also procure and maintain comprehensive general liability insurance in such coverage amounts as Lender may request with Trustee and Lender being named as additional insureds in such liability insurance policies. Additionally, Grantor shall maintain such other insurance, including but not limited to hazard, business interruption, and boiler insurance, as Lender may reasonably require. Policies shall be written in form, amounts, coverages and basis reasonably acceptable to Lender and issued by a company or companies reasonably acceptable to Lender. Grantor, upon request of Lender, will deliver to Lender from time to time the policies or certificates of insurance in form satisfactory to Lender, including stipulations that coverages will not be cancelled or diminished without at least ten (10) days prior written notice to Lender. Each insurance policy also shall include an endorsement providing that coverage in favor of Lender will not be impaired in any way by any act, omission or default of Grantor or any other person. Should the Real Property be located in an area designated by the Administrator of the Federal Emergency Management Agency as a special flood hazard area, Grantor agrees to obtain and maintain Federal Flood Insurance, if available, for the full unpaid principal balance of the loan and any prior liens on the property securing the loan, up to the maximum policy limits set under the National Flood Insurance Program, or as otherwise required by Lender, and to maintain such insurance for the term of the loan. Application of Proceeds. Grantor shall promptly notify Lender of any loss or damage to the Property if the estimated cost of repair or replacement exceeds $5,000.00. Lender may make proof of loss if Grantor fails to do so within fifteen (15) days of the casualty. Whether or not Lenders security is impaired, Lender may, at Lender's election, receive and retain the proceeds of any insurance and apply the proceeds to the reduction of the Indebtedness, payment of any lien affecting the Property, or the restoration and repair of the Property. If Lender elects to apply the proceeds to restoration and repair, Grantor shall repair or replace the damaged or destroyed Improvements in a manner satisfactory to Lender. Lender shall, upon satisfactory proof of such expenditure, pay or reimburse Grantor from the proceeds for the reasonable cost of repair or restoration if Grantor is not in default under this Deed of Trust. Any proceeds which have not been disbursed within 180 days after their receipt and which Lender has not committed to the repair or restoration of the Property shall be used first to pay any amount owing to Lender under this Deed of Trust, then to pay accrued interest, and the remainder, if any, shall be applied to the principal balance of the Indebtedness. If Lender holds any proceeds after payment in full of the Indebtedness, such proceeds shall be paid to Grantor as Grantors interests may appear_ ort on Grantor`s Report on Insurance. Upon request of Lender, however not more than once a year, Grantor shall furnish to Lender a re4) the each existing policy of insurance showing: (1) the name of the in (2) the risks insured; (3) the amount of the policy; ( property insured, the then current replacement value of such property, and the manner of determining that value; and (5) the expiration date of the policy. Grantor shall, upon request of Lender, have an independent appraiser satisfactory to Lender determine the cash value replacement cost of the Property. LENDER'S EXPENDITURES. If any action or proceeding is commenced that would materially affect Lender's interest in the Property or if Grantor fails to comply with any provision of this Deed of Trust or any Related Documents, including but not limited to Grantor's failure to discharge or pay when due any amounts Grantor is required to discharge or pay under this Deed of Trust or any Related Documents, Lender on Grantor's behalf may (but shall not be obligated to) take any action that Lender deems appropriate, including but not limited to discharging or paying all taxes, liens, security interests, encumbrances and other claims, at any time levied or placed on the Property and paying all costs for insuring, maintaining and preserving the Properly. All such expenditures incurred or paid by Lender for such purposes will then bear interest at the rate charged under the Note from the date incurred or paid by Lender to the date of repayment by Grantor. All such expenses wilt become a part of the Indebtedness and, at Lender's option, will (A) be payable on demand; (B) be added to the balance of the Note and be apportioned among and be payable with any installment payments to become due during either (1) the term of any applicable insurance policy; or (2) the remaining term of the Note; or (C) be treated as a balloon payment which will be due and payable at the Note's maturity. The Deed of Trust also will secure payment of these amounts. Such right shall be in addition to all other rights and remedies to which Lender may be entitled upon Default. WARRANTY; DEFENSE OF TITLE. The following provisions relating to ownership of the Property are a part of this Deed of Trust: Title. Grantor warrants that: (a) Grantor holds good and marketable title of record to the Property in fee simple, free and clear of all liens . and encumbrances other than those set forth in the Real Property description or in any title insurance policy, title report, or final title opinion issued in favor of, and accepted by, Lender in connection with this Deed of Trust, and (b) Grantor has the full right, power, and authority to execute and deliver this Deed of Trust to Lender. Defense of Title. Subject to the exception in the paragraph above, Grantor warrants and will forever defend the title to the Properly against the lawful claims of all persons. In the event any action or proceeding is commenced that questions Grantor's title or the interest of Trustee or Lender under this Deed of Trust, Grantor shall defend the action at Grantor's expense. Grantor may be the nominal party in such and to Lender's own choice, and Grantorlbe will delivled er,, o� ause'ttotbeidelive ed, to proceeding such nst instrumed in the ents Lender may request fromunsel of time to time to permit such participation. Compliance With Laws. Grantor warrants that the Property and Grantor's use of the Property complies with all existing applicable laws, ordinances, and regulations of governmental authorities. Survival of Representations and Warranties. All representations, warranties, and agreements made by Grantor in this Deed of Trust shall survive the execution and delivery of this Deed of Trust, shall be continuing in nature, and shall remain in full force and effect until such time as Grantor's Indebtedness shall be paid in full. CONDEMNATION. The following provisions elating to condemnation proceedings are a part of this Deed of Trust: Proceedings. If any proceeding in condemnation is filed, Grantor shall promptly notify Lender in writing, and Grantor shall promptly take such steps as may be necessary to defend the action and obtain the award. Grantor may be the nominal party in such proceeding, but Lender shall be entitled to participate in the proceeding and to be represented in the proceeding by counsel of its own choice, and Grantor will deliver or cause to be delivered to Lender such instruments and documentation as may be requested by Lender from time to time to permit such participation. Application of Net Proceeds. if all or any part of the Property is condemned by eminent domain proceedings or by any proceeding or purchase in lieu of condemnation, Lender may at its election require that all or any portion of the net proceeds of the award be applied to the Indebtedness or the repair or restoration of the Property. The net proceeds of the award shall mean the award after payment of all reasonable costs, expenses, and attorneys' fees incurred by Trustee or Lender in connection with the condemnation. IMPOSITION OF TAXES, FEES AND CHARGES BY GOVERNMENTAL AUTHORITIES. The following provisions relating to governmental taxes, fees and charges are a part of this Deed of Trust: Page 3 of 9 .. 1210112017 3:45 PM' DEED OF TRUST Page 4 (Continued) ust and Current Taxes, Fees and Charges. Upon request by Lender, Grantor shall execute such documents in addition to Grantothis r shall reed of imburse taketake whatever other action is requested by Lender to perfect and continue Lender's lien on the Rea{ Property. Lender for all taxes, as described below, together with all expenses incurred in recording, perfecting or continuing this Deed of Trust, including without limitation all taxes, fees, documentary stamps, and other charges for recording or registering this Deed of Trust. Taxes. The following shall constitute taxes to which this section applies: (1) a specific tax upon this type of Deed of Trust or upon all or any part of the Indebtedness secured by this Deed of Trust; (2) a specific tax on Grantor which Gantor is authorized or required to deduct from payments on the Indebtedness secured by this type of Deed of Trust; (3) a tax on this type of Deed of Trust chargeable against the Lender or the holder of the Note; and (4) a specific tax on all or any portion of the Indebtedness or on payments of principal and interest made by Grantor. subsequent to the date of this Deed of Trust, this event shall have Subsequent Taxes. If any tax to which this section applies is enacted the same effect as an Event of Default, and Lender may exercise any or all of its available remedies for an Event of Default as provided below unless Grantor either (1) pays the tax before it becomes delinquent, or (2) contests the tax as provided above in the Taxes and Liens section and deposits with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender. SECURITY AGREEMENT; FINANCING STATEMENTS. The following provisions relating to this Deed of Trust as a security agreement are a part of this Deed of Trust: Security Agreement. This instrument shall constitute a Security Agreement to the extent any of the Property constitutes fixtures, and Lender shall have all of the rights of a secured party under the Uniform Commercial Code as amended from time to time. Security Interest. Upon request by Lender, Grantor shall take whatever action is requested by Lender to perfect and continue Lender's security interest in the Rents and Personal Property. In addition to recording this Deed of Trust in the real property records, Lender may, at any time and without further authorization from Grantor, file executed. counterparts, copies or reproductions of this Deed_ of Trust as a financing statement. Grantor shall reimburse Lender for all expenses incurred in perfecting or continuing this security interest. Upon default, Grantor shall not remove, sever or detach the Personal Property from the Property. Upon default, Grantor shall assemble any Personal Property not affixed to the Property in a manner and at a place reasonably convenient to Grantor) cable )ewer and make it available an to Lender within three (3) days after receipt of written demand from Lender to the extent permitted by app' Addresses. The mailing addresses of Grantor (debtor) and Lender (secured party) from which information concerning the security interest granted by this Deed of Trust may be obtained (each as required by the Uniform Commercial Code) are as stated on the first page of this Deed of Trust. ns relating to further assurances and attorney-in-fact are a part of this FURTHER ASSURANCES; ATTORNEY-IN-FACT. The following provisio Deed of Trust: Further Assurances. At any time, and from time to time, upon request of Lender, Grantor will make, execute and deliver, rd will cause to be made, executed or delivered, to Lender or to Lender's designee, and when requested by Lender, cause to be filed, recorded, refiled, or rerecorded, as the case may be, at such times and in such offices and places as Lender may deem appropriate, any and all such mortgages, deeds of trust, security deeds, security agreements, financing statements, continuation statements, instruments of further assurance, certificates, and other documents as may, in the sole opinion of Lender, be necessary or desirable in order to effectuate, complete, perfect, continue, or preserve (1) Grantor's obligations under the Note, this Deed of Trust, and the Relaed Documennow owned , a hereafter acquires an security interests created by this Deed of Trust as first and prior liens on the Property, by Grantor. Unless prohibited by law or Lender agrees to the contrary in writing, Grantor shall reimburse Lender for all costs and expenses incurred in connection with the matters referred to in this paragraph. Attorney -in -Fact. If Grantor fails to do any of the things referred to in the preceding paragraph, Lender may do so for and in the name of Grantor and at Grantor's expense. For such purposes, Grantor hereby irrevocably appoints Lender as Gantor's attorney-in-fact for the purpose of making, executing, delivering, filing, recording, and doing all other things as may be necessary or desirable, in Lender's sole opinion, to accomplish the matters referred to in the preceding paragraph. FULL PERFORMANCE. If Grantor-pays.all the Indebtedness when due, and otherwise performs all the obligations imposed upon Grantor under this Deed of Trust, Lender shall execute and deliver to Trustee a request for full reconveyance and shall execute and deliver;to Grantor suitable statements of termination of any financing statement on file evidencing Lender's security interest in the Rents and the Personal Property. Any reconveyance fee required by law shall be paid by Grantor, if permitted by applicable law. EVENTS OF DEFAULT. Each of the following, at Lender's option, shall constitute an Event of Default under this Deed of Trust: Payment Default. Grantor fails to make any payment when due under the Indebtedness. Other Defaults. Grantor fails to comply with or to perform any other term, obligation, covenant or condition contained in this Deed of Trust or in any of the Related Documents or to comply with or to perform any term, obligation, covenant or condition contained in any other agreement between Lender and Grantor. Compliance Default. Failure to comply with any other term, obligation, covenant or condition contained in this Deed of Trust, the Note or in any of the Related Documents. Default on Other Payments. Failure of Grantor within the time required by this Deed of Trust to make any payment for taxes or insurance, or any other payment necessary to prevent filing of or to effect discharge of any lien. Default in Favor of Third Parties. Should Grantor default under any loan, extension of credit, security agreement, purchase or saor les agreement, or another agreement, in favor of any other or or rson Grantor's ability to repay the Indebtedness or Grano is ability to operform G antor's obligations that may aulnder this Deedy affect anyfofTrust orrantor'spropeany of the Related Documents. ade or furnished to Lender by Grantor at h Grantor's behalf under this False Statements. Any warranty, representation or statement m Deed of Trust or the Related Documents is false or misleading in any material respect, either now or at the time made or furnished or becomes false or misleading at any time thereafter. Defective Collateralization. This Deed of Trust or any of the Related Documents ceases to be in full force and effect (including failure of any collateral document to create a valid and perfected security interest or lien) at any time and for any reason. Death or Insolvency. The dissolution of Gantor's (regardless of whether election to continue is made), any member withdraws from the Page 4 of 9, ---t2101/201-7-3:45-PW DEED OF TRUST (Continued) Page 5 limited liability company, or any other termination of Grantor's existence as a going business or the death of any member, the insolvency of Grantor, the appointment of a receiver for any part of Grantor's property, any assignment for the benefit of creditors, any type of creditor workout, or the commencement of any proceeding under any bankruptcy or insolvency laws by or against Grantor. Creditor or Forfeiture Proceedings. Commencement of foreclosure or forfeiture proceedings, whether by judicial proceeding, self-help, repossession or any other method, by any creditor of Grantor or by any governmental agency against any property securing the Indebtedness. This includes a garnishment of any of Grantor's accounts, including deposit accounts, with Lender. However, this Event of Default shall not apply if there is a good faith dispute by Grantor as to the validity or reasonableness of the claim which is the basis of the creditor or forfeiture proceeding and if Grantor gives Lender written notice of the creditor or forfeiture proceeding and deposits with Lender monies or a surety bond for the creditor or forfeiture proceeding, in an amount determined by Lender, in its sole discretion, as being an adequate reserve or bond for the dispute. Breach of Other Agreement. Any breach by Grantor under the terms of any other agreement between Grantor and Lender that is not remedied within any grace period provided therein, including without limitation any agreement concerning any indebtedness or other obligation of Grantor to Lender, whether existing now or later. Events Affecting Guarantor. Any of the preceding events occurs with respect to any Guarantor of any of the Indebtedness or any Guarantor dies or becomes incompetent, or revokes or disputes the validity of, or liability under, any Guaranty of the Indebtedness. Adverse Change. A material adverse change occurs_ in Grantor's financial condition, or Lender believes the prospect of payment or performance of the Indebtedness is impaired. Right to Cure. If any default, other than a default in payment, is curable and if Grantor has not been given a notice of a breach of the same provision.of this Deed of Trust within the preceding twelve (12) months, it may be cured if Grantor, after Lender sends written notice to Grantor demanding cure of such default: (1) cures the default within fifteen (15) days; or (2) if the cure requires more than fifteen (15) days, immediately initiates steps which Lender deems in Lender's sole discretion to be sufficient to cure the default and thereafter continues and completes all reasonable and necessary steps sufficient to produce compliance as soon as reasonably practical. RIGHTS AND REMEDIES ON DEFAULT. If an Event of Default occurs under this Deed of Trust, at any time thereafter, Trustee or Lender may exercise any one or more of the following rights and remedies: Notice of Default. In the Event of Default Lender shall execute or cause the Trustee to execute a written notice of such default and of Lender's election to cause the Property to be sold to satisfy the Indebtedness, and shall cause such notice to be recorded in the office of the recorder of each county wherein the Real Property, or any part thereof, Is situated. Election of Remedies. Election by Lender to pursue any remedy shall not exclude pursuit of any other remedy, and an election to make expenditures or to take action to perform an obligation of Grantor under this Deed of Trust, after Grantor's failure to perform, shall not affect Lender's right to declare a default and exercise its remedies. Accelerate Indebtedness. Lender shall have the right at its option without notice to Grantor to declare the entire Indebtedness immediately due and payable, including any prepayment penalty which Grantor would be required to pay. Foreclosure. With respect to all or any part of the Real Property, the Trustee shall have the right to foreclose by notice and sale, and Lender shall have the right to foreclose by judicial foreclosure, in either case in accordance with and to the full extent provided by applicable law. UCC Remedies. With respect to all or any part of the Personal Property, Lender shall have all the rights and remedies of a secured party under the Uniform Commercial Code. Collect Rents. Lender shall have the right, without notice to Grantor to take possession of and manage the Property and collect the Rents, including amounts past due and unpaid, and apply the net proceeds, over and above Lender's costs, against the Indebtedness. In furtherance of this right, Lender may require any tenant or other user of the Property to make payments of rent or use fees directly to Lender. If the Rents are collected by Lender, then Grantor irrevocably designates Lender as Grantor's attorney-in-fact to endorse instruments received in payment thereof in the name of Grantor and to negotiate the same and collect the proceeds. Payments by tenants or other users to Lender in response to Lender's demand shall satisfy the obligations for which the payments are made, whether or not any proper grounds for the demand existed. Lender may exercise its rights under this subparagraph either in person, by agent, or through a receiver. Appoint Receiver. Lender shall have the right to have a receiver appointed to take possession of all or any part of the Property, with the power to protect and preserve the Property, to operate the Property preceding foreclosure or sale, and to collect the Rents from the Property and apply the proceeds, over and above the cost of the receivership, against the Indebtedness. The receiver may serve without bond if permitted by law. Lender's right to the appointment of a receiver shall exist whether or not the apparent value of the Property exceeds the Indebtedness by a substantial amount. Employment by Lender shall not disqualify a person from serving as a receiver. Tenancy at Sufferance. if Grantor remains in possession of the Property after the Property is sold as provided above or Lender otherwise becomes entitled to possession of the Property upon default of Grantor, Grantor shall become a tenant at sufferance of Lender or the purchaser of the Property and shall, at Lender's option, either (1) pay a reasonable rental for the use of the Property, or (2) vacate the Property immediately upon the demand of Lender. Other Remedies. Trustee or Lender shall have any other right or remedy provided in this Deed of Trust or the Note or available at law or in equity. Notice of Sale. Lender shall give Grantor reasonable notice of the time and place of any public sale of the Personal Property or of the time after which any private sale or other intended disposition of the Personal Property Is to be made. Reasonable notice shall mean notice given at least ten (10) days before the time of the sale or disposition. Any sale of the Personal Property may be made in conjunction with any sale of the Real Property. Sale of the Property. To the extent permitted by applicable law, Grantor hereby waives any and all rights to have the Property marshalled. In exercising its rights and remedies, the Trustee or Lender shall be free to sell all or any part of the Property together or separately, in one sale or by separate sales. Lender shall be entitled to bid at any public sale on all or any portion of the Property. Notice of sale having been given as then required by law, and not less than the time required by law having elapsed, Trustee, without demand on Grantor, shall sell the property at the time and place fixed by it in the notice of sale at public auction to the highest bidder for cash in lawful money of the United States, payable at time of sale. Trustee shall deliver to the purchaser his or her deed conveying the Property so sold, but without Page 5 of 9 1210112017 3:45 PM DEED OF TRUST Page 6 (Continued) any covenant or warranty express or implied. The recitals in such deed of any matters or facts shall be conclusive proof of the truthfulness of such matters or facts. After deducting all costs, fees and expenses of Trustee and of this Trust, including cost of evidence of title and reasonable attomeys' fees, including those in connection with the sale, Trustee shall apply proceeds of sale to payment of (a) all sums expended under this Deed of Trust, not then repaid with interest thereon as provided in this Deed of Trust; (b) all Indebtedness secured hereby; and (c) the remainder, if any, to the person or persons legally entitled thereto. lit suit or action to enforce any of the terms of this Deed of Trust, Lender shall be entitled Attorneys' Fees; Expenses. If Lender institutes a to recover such sum as the court may adjudge reasonable as attorneys' fees at trial and upon any appeal. Whether or not any court action is involved, and to the extent not prohibited by law, all reasonable expenses Lender incurs that in Lender's opinion are necessary at any time for the protection of its interest or the enforcement of its rights shall become a part of the Indebtedness payable on demand and shall bear interest at the Note rate from the date of the expenditure until repaid. Expenses covered by this paragraph include, without limitation, however subject to any limits under applicable law, Lender's reasonable attorneys' fees and Lender's legal expenses whether or not there is a lawsuit,iincluding reasonable fees and expenses bankruptcy ceedings tor nn automatic stay or injunction), appeals, ad anY ant ci tedpost-judgmentolleionservices, he cost of searching recefforts to ords, obtaining title reports (including foreclosure reports), surveyors' reports, and appraisal fees, title insurance, and fees for the Trustee, to the extent permitted by applicable law. Grantor also will pay any court costs, in addition to all other sums provided by law. Rights of Trustee. Trustee shall have all of the rights and duties of Lender as set forth in this section. POWERS AND OBLIGATIONS OF TRUSTEE. The following provisions relating to the powers and obligations of Trustee are part of this Deed of Trust: Powers of Trustee. In addition to all powers of Trustee arising as a matter r law, T(a) tee join in p `ing and filingower ta map or platofthe actions with respect to the Property upon the written request of Lender and Grantor: (a) j 9 Real Property, including the dedication of streets or other rights to the public; (b) join in granting any easement or creating any restriction on the Real Property; and (c) join in any subordination or other agreement affecting this Deed of Trust or the interest of Lender under this Deed of Trust Obligations to Notify. Trustee shall not be obligated to notify any other patof a he action saln oreunder proceeding ither trust s brought by Trustedeed or len, or of any action or proceeding in which Grantor, Lender, or Trustee shall be a party, unless Trustee. Trustee shall meet all qualifications required for Trustee under applicable law. In addition to the rights and remedies set forth above, with respect to all or any part of the Property, the Trustee shall have the right to foreclose by notice and sale, abnldd Lender shall have the right to foreclose by judicial foreclosure, in either case in accordance with and to the full extent provided by app licaSuccessor Trustee. Lender, at Lender's option, may from time to time appoint a successor Trustee to any Trustee appointed under this Deed of Trust by an instrument executed and acknowledged by Lender and recorded in the office of the recorder of Ada County, State of Idaho. The instrument shall contain, in addition to all other matters required by state law, the names of the original Lender, Trustee, and Grant, the book and page where this Deed of Trust is recorded, and the name and address of the successor trustee, and the instrument Grantor, shall or executed and acknowledged by Lender or its successors in interest. The successor trustee, without conveyance of the Property, shall succeed to all the title, power, and duties conferred upon the Trustee in this Deed of Trust and by applicable law. This procedure for substitution of Trustee shall govern to the exclusion of all other provisions for substitution. NOTICES. Any notice required to be given under this Deed of Trust, including without limitation any notice of default and any notice of sale shall be given in writing, and shall be effective when actually delivered, when actually received by telefacsimile (unless otherwise required by law), when deposited with a nationally recognized overnight courier, or, if mailed, when deposited in the United States mail, as first class, certified or registered mail postage prepaid, directed to the addresses shown near the be of this Deed of Trust All copies of notices of foreclosure from the holder o any lien which has priority over this Deed of Trust shall be sent to Lender's address, as shown near the beginning foreclosure Deed of Trust. Any party may change its address for notices under this Deed of Trust by giving formal written notice to the other pof arties, specifying that the purpose of the notice is to change the party's address. For notice purposes, Grantor agrees to keep Lender informed at all times of Grantor's current address. Unless otherwise provided or required by law, if there is more than one Grantor, any notice given by Lender to any Grantor is deemed to be notice given to all Grantors. MISCELLANEOUS PROVISIONS. The following miscellaneous provisions are a part of this Deed of Trust: Amendments. This Deed of Trust, together with any Related Documents, constitutes the entire understanding and agreement of the parties as to the matters set forth in this Deed of Trust. No alteration of or amendment to this Deed of Trust shall be effective unless given in writing and signed by the party or parties sought to be charged or bound by the alteration or amendment. Annual Reports. If the Property is used for purposes other than Grantor's residence, Grantor shall furnish to Lender, upon request, a he Property Lendeer shaltement equ re f net operating income received from "Net operating income" shall mean alltcash receiptsfromthe Property rless all cashseaevious fi expenditues made near in such fon-n nconnection with the operation of the Property. Caption Headings. Caption headings in this Deed of Trust are for convenience purposes only and are not to be used to interpret or define the provisions of this Deed of Trust. by this Deed of Trust with any other interest or estate in the Property at Merger. There shall be no merger of the interest or estate created any time held by or for the benefit of Lender in any capacity, without the written consent of Lender. Governing Law. This Dead of Trust will be governed by federal law applicable to Lender and, to the extent not preempted by federal law, the laws of the State of Idaho without regard to its conflicts of law provisions. This Deed of Trust has been accepted by Lender in the State of Idaho. Choice of Venue. If there is a lawsuit, Grantor agrees upon Lenders request to submit to the jurisdiction of the courts of Ada County, State of Idaho. any rights under this Deed h Trust unless such waiver is given in writing No Waiver by Lender. Lender shall not be deemed to have waived and signed by Lender. No delay or omission on the part of Lender in exercising any right shall operate as a waiver of such right or any other right. A waiver by Lender of a provision of this Deed of Trust shall not prejudice or constitute a waiver of Lender s right otherwise to demand strict compliance with that provision or any other provision of this Deed of Trust No prior waiver by Lender, nor any course of dealing between Lender and Grantor, shall constitute a waiver of any of Lender's rights or of any of Grantor's obligations as to any future Page 6 of 9 1210112017 3:45 PM DEED OF TRUST (Continued) Page 7 transactions. Whenever the consent of Lender is required under this Deed of Trust, the granting of such consent by Lender in any instance shall not constitute continuing consent to subsequent instances where such consent is required and in all cases such consent may be granted or withheld in the sole discretion of Lender. Severability. If a court of competent jurisdiction finds any provision of this Deed of Trust to be illegal, invalid, or unenforceable as to any circumstance, that finding shall not make the offending provision illegal, invalid, or unenforceable as to any other circumstance. If feasible, the offending provision shall be considered modified so that it becomes legal, valid and enforceable. If the offending provision cannot be so modified, it shall be considered deleted from this Deed of Trust. Unless otherwise required by law, the illegality, invalidity, or unenforceability of any provision of this Deed of Trust shall not affect the legality, validity or enforceability of any other provision of this Deed of Trust Successors and Assigns. Subject to any limitations stated in this Deed of Trust on transfer of Grantor's interest, this Deed of Trust shall be binding upon and inure to the benefit of the parties, their successors and assigns. If ownership of the Property becomes vested in a person other than Grantor, Lender, without notice to Grantor, may deal with Grantor's successors with reference to this Deed of Trust and the Indebtedness by way of forbearance or extension without releasing Grantor from the obligations of this Deed of Trust or liability under the Indebtedness. Time is of the Essence. Time is of the essence in the performance of this Deed of Trust. Waive Jury. All parties to this Deed of Trust hereby waive the right to any jury trial in any action, proceeding, or counterclaim brought by any party against any other party. Waiver of Homestead Exemption. Grantor hereby releases and waives all rights and benefits of the homestead exemption laws of the State of Idaho as to all Indebtedness secured by this Deed of Trust DEFINITIONS. The following capitalized words and terms shall have the following meanings when used in this Deed of Trust Unless specifically stated to the contrary, all references to dollar amounts shall mean amounts in lawful money of the United States of America. Words and terms used in the singular shall include the plural, and the plural shall include the singular, as the context may require. Words and terns not otherwise defined in this Deed of Trust shall have the meanings attributed to such terms in the Uniform Commercial Code: Beneficiary. The word "Beneficiary" means Capital Educators Federal Credit Union, and its successors and assigns. Borrower. The word "Borrower" means JHP LLC and includes all co-signers and co -makers signing the Note and all their successors and assigns. Deed of Trust. The words "Deed of Trust" mean this Deed of Trust among Grantor, Lender, and Trustee, and includes without limitation all assignment and security interest provisions relating to the Personal Property and Rents. Default. The word "Default" means the Default set forth in this Deed of Trust in the section titled "Default". Environmental Laws. The words "Environmental Laws" mean any and all state, federal and local statutes, regulations and ordinances relating to the protection of human health or the environment, including without limitation the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, as amended, 42 U.S.C. Section 9601, et seq. ("CERCLA'), the Superfund Amendments and Reauthorization Act of 1986, Pub. L. No. 99-499 ("SARA"), the Hazardous Materials Transportation Act, 49 U.S.C. Section 1801, et seq., the Resource Conservation and Recovery Act, 42 U.S.C. Section 6901, et seq., or other applicable state or federal laws, rules, or regulations adopted pursuant thereto. Event of Default. The words "Event of Default" mean any of the events of default set forth in this Deed of Trust in the events of default section of this Deed of Trust Grantor. The word "Grantor" means JHP LLC. Guarantor. The word "Guarantor" means any guarantor, surety, or accommodation party of any or all of the Indebtedness. Guaranty. The word "Guaranty" means the guaranty from Guarantor to Lender, including without limitation a guaranty of all or part of the Note. Hazardous Substances. The words "Hazardous Substances" mean materials that, because of their quantity, concentration or physical, chemical or infectious characteristics, may cause or pose. a present or potential hazard to human health 'or the .environment when improperly used, treated, stored, disposed of, generated, manufactured, transported or otherwise handled. The words "Hazardous Substances" are used in their very broadest sense and include without limitation any and all hazardous or toxic substances, materials or waste as defined by or listed under the Environmental Laws. The term "Hazardous Substances" also includes, without limitation, petroleum and petroleum by-products or any fraction thereof and asbestos. Improvements. The word "Improvements" means all existing and future improvements, buildings, structures, mobile homes affixed on the Real Property, facilities, additions, replacements and other construction on the Real Property. Indebtedness. The word "Indebtedness" means all principal, interest, and other amounts, costs and expenses payable under the Note or Related Documents, together with all renewals of, extensions of, modifications of, consolidations of and substitutions for the Note or Related Documents and any amounts expended or advanced by Lender to discharge Grantor's obligations or expenses incurred by Trustee or Lender to enforce Grantor's obligations under this Deed of Trust, together with interest on such amounts as provided in this Deed of Trust Specifically, without limitation, Indebtedness includes all amounts that may be indirectly secured by the Cross -Collateralization provision of this Deed of Trust. Lender. The word "Lender" means Capital Educators Federal Credit Union, its successors and assigns. Note. The word "Note" means the promissory note dated August 4, 2017, in the original principal amount of $1,450,000.00 from Grantor to Lender, together with all renewals of, extensions of, modifications of, refinancings of, consolidations of, and substitutions for the promissory note or agreement. Personal Property. The words "Personal Property" mean all equipment, fixtures, and other articles of personal property now or hereafter owned by Grantor, and now or hereafter attached or affixed to the Real Property; together with all accessions, parts, and additions to, all replacements of, and all substitutions for, any of such property; and together with all proceeds (including without limitation all insurance proceeds and refunds of premiums) from any sale or other disposition of the Property. Page 7 of 9 12/0112017 3:45 PM DEED OF TRUST (Continued) Page 8 Property. The word "Property" means collectively the Real Property and the Personal Property. Real Property. The words "Real Property" mean the real property, interests and rights, as further described in this Deed of Trust. Related Documents. The words "Related Documents" mean all promissory notes, credit agreements, loan agreements, security agreements, mortgages, deeds of trust, security deeds, collateral mortgages, and all other instruments, agreements and documents, whether now or hereafter existing, executed in connection with the Indebtedness; except that the words do not mean any guaranty or environmental agreement, whether now or hereafter existing, executed in connection with the Indebtedness. Rents. The word "Rents" means all present and future rents, revenues, income, issues, royalties, profits, and other benefits derived from the Property. Trustee. The word "Trustee" means FIDELITY NATIONAL TITLE COMPANY of IDAHO, whose address is 485 E RIVERSIDE DR., SUITE 200, EAGLE, ID 83616 and any substitute or successor trustees. GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS DEED OF TRUST, AND GRANTOR AGREES TO ITS TERMS. GRANTOR: JHP L rr= - gy. - J ckie L Hammond, MeMer of JHP LLC LIMITED LIABILITY COMPANY ACKNOWLEDGMENT STATE OF 524— ) �D )SS COUNTY OF _ l ) This record was acknowledged before me on _ 20 by Jackie L. Hammond, Member of JHP LLC. �•`•• IVO ••••'9�' �� Notary Public in and for the State of y T9 n = R11109', Meridian, Idaho 4 , . x = My commission expires G c Commission Ex#"r.01�10NUI,15. O C IDAHO REQUEST FOR FULL RECONVEYANCE (To be used only when obligations have been paid in full) To: , Trustee The undersigned is the legal owner and holder of all Indebtedness secured by this Deed of Trust. All sums secured by this Deed of Trust have been fully paid and satisfied. You are hereby directed, upon payment to you of any sums owing to you under the terms of this Deed of Trust or pursuant to any applicable statute, to cancel the Note secured by this Deed of Trust (which is delivered to you together with this Deed of Trust), and to reconvey, without warranty, to the parties designated by the terms of this Deed of Trust, the estate now held by you under this Deed of Trust. Please mail the reconveyance and Related Documents to: Date: Beneficiary: By: Its: LaserPro, Ver. 17.2.0.019 Copr. D+H USA Corporation 1997, 2017. All Rights Reserved. - ID Y:\CFI\LPL\G01.FC TR -219 PR -7 Page 8 of 9 1210112017 3:45 PM EXHIBIT A Order No.: 34601704013 For APN/Parcel ID(s): S1405110470 Beginning at the Northeast corner of Section 5 in Township. 2 North, Range 1 East Boise Meridian, in Ada County, State of Idaho, thence South along the Section line between Sections 4 and 5, 2061.84 feet to an iron pin; thence North 65°00' West, 264.00 feet to a point; thence North 52°55' West, 387.05 feet to a point; thence South 67°37' West, 315.48 feet to a point; thence South 85°45' West, 573.54 feet to an iron pin; thence North 0035' West, 1320.0 feet to a point; thence North 9°42' West, 563.64 feet to an iron pin on the North boundary of said Section 5; thence North 89044' East, 1518.0 feet to the POINT OF BEGINNING. Excepting Therefrom: A portion of the Northeast 1/4 of the Northeast 1/4 of Section 5, Township 2 North, Range 1 East of the Boise Meridian described as follows: Commencing at the Northeast corner of Section 5, Township 2 North, Range 1 East of the Boise Meridian and running thence South 585.38 feet along the East line of said Section to the POINT OF BEGINNING: thence West 908.00 feet; thence South 480.00 feet; thence East 908.00 feet to said East line; thence North 480.00 feet to the POINT OF BEGINNING. Page 9 of 9 12/0112017 3:45 PM ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 30.00 10 DIDAHO 12J30104 11:45 AM ` DEPUTY Bonnie ie Ob Oberbilliq RECORDED -REQUEST OF 104165015 Property No. 576-6478 Title One WARRANTY DEED McKAY PROPERTIES, L.P., Grantor, does hereby GRANT, BARGAIN, SELL AND CONVEY to the CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, a Utah corporation sole, Grantee, 50 East North Temple, Salt Lake City, Utah 84150, for the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable consideration, a parcel of real property located in Ada County, State of Idaho, described as follows: See Exhibit "A" attached hereto and made a part hereof. TO HAVE AND TO HOLD the said premises, together with all tenements, hereditaments and appurtenances thereunto belonging, unto the said Grantee, his successors and assigns forever. Grantor does hereby covenant to and with the said Grantee that IT is the owner in fee simple of said premises and that IT will warrant and defend the same from all lawful claims whatsoever. In construing this Deed and where the context so requires, the singular includes the plural and the masculine, the feminine and neuter. IN WITNESS WHEREOF, the said Grantors have hereunto subscribed their names this ZI +h day of November, 2004. McKAY PROPERTIES, L.P., an Idaho limited partnership By: I — Darwin Junior cKay By: Lorraine R. McKay �T By: Lawrence Darwin McKiy� Ifl By: 7 Patricia Lou McKay �Hamb!Vton STATE OF IDAHO ) . ss. County o O� By: Charmaine McKay Anderson By: � 4 William Dean McKay By: Brent Wiley Ritchie "General Partners" On t ' �� day of �oy 2004, before me, vtaoV% a Notary Public, personally appeared Darwin Junior McKay, known or identified to me to be the n whose name is subscribed to the within instrument, and acknowledged to me that he executed the e. n ��.•`'"� TUNIS `%, (SEAL) ,OTAR Y •: pUBL� .' '•,***e,-1 •••...••• P .� ?'Ze � .44olio �,• pF,i % OF IDAHO ) . ss. County of Commission expires: 72201 On this day of ova mhv tv- 2004, before me, '�q�;,,liSa►J otary Public, personally appeared Lorraine R. McKay, known or identified to me to be the perso hose name is subscribed to the within instrument, and acknowledged to me that she executed the (SEAL) ,�p��+um+q++++• ,�OTAR), :• pUBJ,% 0 F �__�• 20 t o Commission expires:_ — ATE OF IDAHO ) : ss. County of-tQ4—jv()0 By• , Charmaine McKay Anderson By: William Dean McKay By: Brent Wiley Ritchie "General Partners" On Z��'' day of l�o�`2004, before me, :this otary Public, personally appeared Darwin Junior McKay, known or identified to me to be the per hose name is subscribed to the within instrument, and acknowledged to me that he executed the sa n �•.•` S T UNIso•,,• `�• �N•••••�• j� (SEAL) `_.` �:'• '•-;Y L � �pTAR Y P U B I, :, T� OF 19_•••`• S OF IDAHO } ss. County of CSN Notar�Pblicor o Commission expires: 2010 On this day of �0titm ltr 2004, before me, _ TAkCTA..J�Saa , a ary Public, personally appeared Lorraine R. McKay, known or identified to me to be the person ose name is subscribed to the within instrument, and acknowledged to me that she executed the (SEAL) .••••.•.•.••,,� .•'••`P`�E UNlso y•'o. G O 0F `OP `'�• N aryublic for o r 1010 Commission expires:_ TE OF IDAHO ) . ss. County of By: Charmaine McKay Anderson William Dean McKay By: L. U Min,Ritchie Brent Wiley "General Partners" On this day of �so y� ►� 2004, before me, TAkQT"� V%aoV% , a tary Public, pnally appeared Darwin Junior McKay, known or identified to me to be the perso ose name is subscribed to the within instrument, and acknowledged to me that he executed the sam . ^ TUNtS ,��.,P'I• •N..••••• p (SEAL) ••%, %PUBLIC T p �. . OF ,,4�E1`9 .* OF IDAHO ) ss. County of "bltc for is ssion expires: On this � day of oJ�.�r 2004, before me, a ary Public, personally appeared Lorraine R. McKay, known or identified to me to be the person se name is subscribed to the within instrument, and acknowledged to me that she executed the sam . (SEAL) ...•...u..... .••�� TUNISD•.,� �oTARy 6. C, '. BLI '•.,1,y •••....•• Pte••.. •,,��� ,F,0F„p••••. ublic for I a Commission expires: S 4 �� STATE OF IDAHO ) ss. County of Ada ) On this day of t.' J i,1 2004, before me, ` -a_, 4. u a Notary Public, personally appeared Lawrence Darwin McKay, known or identified to me to be the person whose name is subscribed to the within instrument, and acknowledged tome that he executed the same. as a partner of the McKay Properties, L.P. �.a= "o,r,••��`` i `��'Y� / c d' i//vim (SEAL) •' .* Notary blie for Idaho �� P4Y •e F Commission expires: /1'A() YY ,��•i•, S T A'Tti,.�`�� rpns$N STATE OF IDAHO ) . ss. County of-t5e0 On this 2-1 '` day of o�embe 2004, before me, Rke"�Nisory otary Public, personally appeared Mary Ann McKay Miller, known or identified to me to be erson whose name is subscribed to the within instrument, and acknowledged to me that she exe the same. ti TUNIS �. (SEAL) ,OTAR �, •: •�. P U B L1G �• ; STATE OF 0�'°�' ss. County o �YW � On this 21+4-1 day :2--fy�i.900 otary Hambelton, known or identified to me t0obt instrument, and acknowledged to me that she (SEAL) .•`�.ti TUNIS ��''. •: I'UB LLC' '•�% ••O 0 F 1�_�..•. mi Nq!�YPublic for Commission expires: S n of odevv&'r 2004, before me, Public, personally appeared Patricia Lou McKay e person whose name is subscribed to the within exec he same. 0 Not y P blic for Idah Commission expires: j�l XA S STATE OF4BA"O ) ss. County of i ) On this J,81 day or A /n n o w �i2� 2004, before me, �+4-1 , a Notary Public, personally appeared Charmaine McKay Anderson, known or identified to me to be the person whose name is subscribed to the within instrument, and acknowledged to me that she executed the same. as p ner of the McKay properties, L%pATTI PATTERSONSEAL 0 Notary Public for4daho( )STATE of TEXAS, 08-29-2006 Commission expires: STATE OF IDAHO : ss. County On tM��_'` day of 2004, before me, ,TNotary Public, personally appeared William Dean McKay, known or identified to me to be the p�the is subscribed to the within instrument, and acknowledged to me that he execu ,,11111111lIlfffft♦ �6 T UIVIS '.. (SEAL) ��•••- • .'y ()TAR ' •. P U B l,X ;• s TF I�Po' ,•,fl #811411110'14 F 111 STATE OF IDAHO : ss. County of ) NR u6vv for Commission expires: S ° On this day of , 2004, before me, , a Notary Public, personally appeared Brent Wiley Ritchie, known or identified to me to be the person whose name is subscribed to the within instrument, and acknowledged to me that he executed the same. (SEAL) Notary Public for Idaho Commission expires: STATE OF IDAHO ) . ss. County of } On this day of , 2004, before me, , a Notary Public, personally appeared Charmaine McKay Anderson, known or identified to me to be the person whose name is subscribed to the within instrument, and acknowledged to me that she executed the same. (SEAL) STATE OF IDAHO : ss. Notary Public for Idaho Commission expires:` On day of Jove "6e-�r , 2004, before me, `Ak--e-�'Pj Soto a Notary Public, personally appeared William Dean McKay, known or identified to me to be the p whose name is subscribed to the within instrument, and acknowledged to me that he executed the s $1691118" TUIVIS,,�i�i (SEAL) :'�P«� ••.....,••per••,., 9-6 • �OTARk �. • • Y :• PUB1.1G O • ?q '•••...••' •� �o' ''•, TE OF 11/11111111110 STATE OF IDAHO ) . ss. County of f \bLdU&on) No ry ublic for Commission expires: S ° On this CLet day of t; o y . i 2004, before me, ElA; v.*P- S« w%me -s , a Notary Public, personally appeared Brent Wiley Ritchie, known or identified to me to be the person whose name is subscribed to the within instrument, and acknowledged to me tit�t,1�l�Iditnyj�d the same. as a partner of the McKay Properties, L.P. .� -eO Taq�9 $ (SEAL) ! � N Notary Public for Idaho i A Commission expires: -1- Q. 7 - OS' �',,'•. V13L10 OFlNOP```\`\ i State of Idaho County of Canyon On this ! 3 +41 day of (JOtfembei- , in the year 2004, before me, the undersigned, a notary public in and for said state, personally appeared Darwin Junior McKay, personally known to me or proved to me on the basis of satisfactory evidence, to be one of the partners in the partnership of McKay Properties, L.P., and the partner who subscribed said partnership's name to the foregoing instrument, and acknowledged to me that he executed the same in said partnership name. G� otary public Residing at: Commission expires: May 17, 2010 State of Idaho County of Canyon ,1j 11 i1111II,1 T UNI ♦, N••••• �,OTAJQ1' �•� • � Y C, . '.•'°UBL O '11+1111111•••• On this 2-14ti day of 0q,/,em6e-i( , in the year 2004, before me, the undersigned, a notary public in and for said state, personally appeared Lorraine R. McKay, personally known to me or proved to me on the basis of satisfactory evidence, to be one of the partners in the partnership of McKay Properties, L.P., and the partner who subscribed said partnership's name to the foregoing instrument, and acknowledged to me that he executed the same in said partnership name. Mary public Residing at: Commission expires: May 17, 2010 State of Idaho County of Canyon On this 21441 day of ti0gtMbev, . in the year 2004, before me, the undersigned, a notary public in and for said state, personally appeared Mary Ann McKay Miller, personally known to me or proved to me on the basis of satisfactory evidence, to be one of the partners in the partnership of McKay Properties, L.P., and the partner who subscribed said partnership's name to the foregoing instrument, and acknowledged to me that he executed the same in said partnership name. otary public Residing- at: Commission rxpires. Ma% IT 010 Y . State of Idaho County of Canyon On this '2Nk day of /Qoye.no�er( , in the year 2004, before me, the undersigned, a notary public in and for said state, personally appeared Patricia Lou McKay Hambelton, personally known to me or proved to me on the basis of satisfactory evidence, to be one of the partners in the partnership of McKay Properties, L.P., and the partner who subscribed said partnership's name to the foregoing instrument, and acknowledged to me that he executed the same in said partnership name. ary public Residing at: Commission expires: May 17, 2010 State of Idaho County of Canyon On this Z7 day of NPJem6e%- , in the year 2004, before me, the undersigned, a notary public in and for said state, personally appeared William Dean McKay, personally known to me or proved to me on the basis of satisfactory evidence, to be one of the partners in the partnership of McKay Properties, L.P., and the partner who subscribed said partnership's name to the foregoing instrument, and acknowledged to me that he executed the same in said partnership name. ldo ary public Residing at: Commission expires: May 17, 2010 SS.• • ,IOTA k G e 9 AUBO i •9TE 0 F '•�U1u.u1... GPS, BOUNDARY, E TOPOGRAPHIC AND A.L.T.A. SURVEYS AHHN� CONSTRUCTION STAKING land Surveying, Inc. 3D SCANNING 1121 E. State Street - Suite 185 - Eagle, Idaho 83616 - office: 1-288-939-7373 - fax: 1-288-939-7321 Job No. 2004924 11-24-04 D.R.L. LEGAL DESCRIPTION FOR THE MC KAY PROPERTY A portion of the Northeast 1/4, of the Northeast'/4 of Section 5, Township 2 North, Range l East of the Boise Meridian described as follows: Commencing at the Northeast corner of Section 5, Township 2 North, Range 1 East of the Boise Meridian and running thence South 585.38 feet along the East line of said section to the POINT OF BEGINNING; thence West 908.00 feet; thence South 480.00 feet; thence East 908.00 feet to said East line; thence North 480.00 feet to the point of beginning. Parcel contains 10.00 acres and is subject to County Road right-of-way along the East side. LO C51 k > U 0 (L) V) E 2 �2 O C: M oc 16 - E 'co u) o cL E 2 OE 0- 0 o caoi`mE w co O Q) -0 0 jl� .9 —0 cn C: c 0 E 00 (OU CL. c Z. Z—' — —um— L—D AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) Corporation of the Presiding Bishop of The Church of �p NorA4 Ternfle Gimet , � 211 f low, 1, Jesus Christ of latter-day Saints, A Utah corporation sole, (name) (address) Sall I..pke Gify utak (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) (ess) 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 of fe$rW 4 r y , 20 15 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. (Notary Public for f J,OX" / LORI GUERREROL / NOTARY PUBLIC • STATE OF UTAH Residing at:S-L.G�/G� s� My Comm. Exp. 06/09/2019 Commission # 682760 My Commission Expires: 33 E Broadway Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 9 Facsimile: (208) 888-6678 9 Website: www.meridiancity.org CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Date: 05/02/17 & 9/14117 Project/Subdivision Name: Mountain View Estates Applicant(s)/Contact(s): Jarron Lan stop Richard Green Stan McHutchison Jack City Staff: Sona Size of Property: 50+/ - Location: SWC of E. Lake Hazel Rd. & S. Eagle Rd. Comprehensive Plan FLUM Designation: LDR Existing Zoning: RUT Existing Use: Ag land Proposed Zoning: R -2/R-4 Proposed Use: SFR 38 detached lots Surrounding Uses: Church rural residentiallag uses Street Buffer(s) and/or Land Use Buffer(s): 35' street buffer req. alonq portion of Lake Hazel designated as an entryway corridor alon the remainin area and alon S. Ea le Rd. Open Space/Amenities/Pathways: Min 5% qualified open space (if lots are over 16K s f) and 2 site amenities per UDC 11- 3G-3.10' multi -use pathway required alon the south side of the Farr Lateral Access/Stub Streets: Access is restricted to arterial streets -er UDC 11 -3A -h^ inaan, ani Is renuired to be piped or improved as a Waterways/ Floodplain/ I opogi History: None'. Additional Meeting Notes: Comply with subdtu�sion design &improvement standards listed i oneffil n 'I n is er acre/- Include church th, etc) �ee both ries to be in the Cit bound�aud 'stment a /!cation to ad'ust bounda between site and church.Prer na Plativide ro ert r �:_�.: :. inr` T�hlo -vn_S the standards listed in UDC 11-2A-3 and the block • length standards listed in UDC 11 -6C -3F Include the ad'acent church ro err a in JU di 11 � ACRIVI I uvu„��, - - • church and required annexation when cont! uous• also include in the plat if land is purchased from the church • Provide edestrian connectivit to the church from the Proposed develo merit ent with over 100 units. To Note: A Traffic Impact Study (TIS) will be required by ACRD for canfs are arge commercial encour gedcts and any to submit the TIS to residential ACHD prior to submitting their application avoid unnecessary delays & expedite the hearing process, app to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s) at the City. Please contact Mindy Wallace at 387- 6178 or Christy Little at 387-6144 at ACHD for information in regard to a TIS, conditions, impact fees and process. Other AgenciesiDepartments to Contact: ❑ Ada County Highway Dist. (ACRD) ❑ Idaho Transportation Dept. (ITD) ❑ Republic Services ❑ Central District Health Department F1Nampa Meridian Irrigation Dist. (NMID) Application(s) Required: ❑ Administrative Design Review ❑ Alternative Compliance X Annexation ❑ City Council Review ❑ Comprehensive Plan Amendment - Map ❑ Comprehensive Plan Amendment -Text C diti nal Use Permit ❑ Settler's Irrigation District ❑ Police Department ❑ Fire Department ❑ Public Works Department ❑ Development Agreement Modification ❑ Final Plat ❑ Final Plat Modification ❑ Planned Unit Development X Preliminary Plat ❑ Private Street ❑ Building Department ❑ Parks Department, Jay ❑ Other: ❑ Short Plat ❑ Time Extension - Council ❑ UDC Text Amendment ❑ Vacation ❑ Variance X Property Boundary Adjust. ❑ on o F1 Conditional Use Permit Modification/Transfer ❑Rezone Notes: l) Applicants are required to hold a neighborhood )lmeeting orpermits requiringin accord tth a public hearingDC 11-5A.5C prior to submittal of an shail post the site with a application hearing notice t hearing (except for a vacation or short plat), D ) in accord with UDC 11 -5A -5D.3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre -application meeting shall be valid for four (4) months. C�VE_ IDIAN--- {Y f f1t0 Community Development Department Development Services Division Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 (208)887-2211 PRE -APPLICATION MEETING NOTES Date:�'� Domestic Water J Reuse Water Service: Waterways/ Floodplain/Topography/Hazards: Mapping Frovided:X Y ❑ N N' Mapping Provided: ;�Y ❑ N Mapping Provided: ❑ Y ❑ N Mapping Provided: ❑ Y ❑ N Gravity/Pressurized Irrigation: District . X t Street Lighting: Reqs. Provided: �Y [iN The City of Meddlan's improvement Standards for Street Lighting can be found online at: ht(Q.1 meddlancity orafaublicCworks.asex?ids,--272 Additional Meeting Notes: _ Rev.10062015 V:101VISIONswevelopmenl Services\F0,m3\pre.ApplicalionMeeting Noles.do" To: Sonya Allen Subject: Re: Parcel S1405110470 - 48 Acres SW Corner of Eagle and Lake Hazel Thanks for the email! The meeting was scheduled and attended by you. IT was May 9th at 9 am. I attached our original proposal. However we do have a strong interest to pursue if possible the 1 acre lot sub option if that is something the city of Meridian would approve? This is the email I sent with questions in respect to doing a 1 acre sub: I know in our pre -application meeting we were told the Comp plan would be an R4 zoning. Could we: - Do R2 Zone Yes - Annex into the city Yes - We would propose 1 acre lots on well and septic. Public Works would be open to this concept, however the Meridian City Council would have the final say on the appropriateness of such.. - We would pay for all the infrastructure within the sub for city water and sewer corinection when it came available. (Would could tie this to proximity and once withing a quarter mile we would bring it the remaining distance. The development would need to connect to the city water system with this development since it currently exists in S. Eagle Road to the LDS Church (See Attached Map). It would be the position of the Public Works Department, that once sewer is brought to the point indicated by the green arrow on the attached map, you would then be required to bring it down S. Eagle Road the remaining distance. Both utilities would need to be installed along the frill distance of the S. Eagle Road frontage. - The Lots would be Deed Restricted to be forced to connect to city services and abandon well and septic when available. - We would have this Deed Restriction written into the Development Agreement. We would support this concept. - This would ensure that every buyer was told in full disclosure that when services were connected that they would have to connect. As the developer we would also bond for those improvement and when they were available bring them in. We would design the plat to have several Connection points both on Lake Hazel or Eagle Rd depending on where the sewer and water finally comes from. We would support the concept of services being converted over to the City utilities at no cost to the lot owners. We feel there is a large demand as evident in this meeting for this type of product and feel we could price these acre +/- lots at a point that would still make the project profitable for us. K nl r W 0 O C 3 CD v I m c� cn cQ 7 cn s CD CD Z cr i X N O "ai -4 z m f^■ A Cr p O � M C O N CL 9 N W L `.�. ■ CL v Cl) w NPOL v, (D i r.I. O O Per Unified Development Code (UDC) 11 -5A -5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting -to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. Appl',,c(lagent signs" Date Community Development w Planning Division o 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancit .oror olannine Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 Community Development 208.887.2211 Department Parcel Verification Date: 12/1/17 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Keep Subdivision Parcel Number: S1405110470 Acres: 48.134 T/R/S 2N 1E 05 Property Owner: JHP, LLC 3728 E. Vantage Pointe Ln. Meridian, ID 83642 Address Verification Rev: 04/23/12 111'1 /2017 RE: Subdivision Name Reservation - Keep Subdivision From: Sub Name Mail <subnamemail@adaweb.net> To: Stan McHutchison <stlomc@aol.com>; Jarron Langston <jarronlangston@gmail.com>; Richard Gray <rgray.cls@gmail.com> Subject: RE: Subdivision Name Reservation - Keep Subdivision Date: Wed, Nov 1, 2017 9:12 am Richard Gray, Compass Land Surveying Stan McHutchinson Jarron Langston RE: Subdivision Name Reservation: KEEP SUBDIVISION At your request, I will reserve the name Keep 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, From: Stan McHutchison [ma jito•stlomcCa�aol.coml Sent: Wednesday, October 25, 2017 11:34 PM To: Sub Name Mail Cc: jarronlanaston@amail.com; rgray. cls amail.com; rp green hotmail.com; hammondiackl gmaiLcom Subject: [EXTERNAL] Subdivision Name Reservation Please reserve the name "The Keep Subdivision". The developer is Jerron Langston, 9563 W. Harness Dr., Boise, Id. 83709. The project is located atthe southwest corner of the Eagle Road/Lake Hazel Road intersection. It's in the NE 4 of Section 5, T2N, R1 E. The surveyor is Richard Gray, Compass Land Surveying. Attached Message From Jarron Langston <jarronlangston@gmail.com> To Stan Mchutchison <stlomc@aol.com> Cc Sub Name Mail <subnamemail@adaweb.net> Subject Fwd: RE: [EXTERNAL] Re: Proposed Subdivision Name - Parcel S1405110470 Date Thu, 26 Oct 2017 13:08:17 +0000 -- -- Stan, See below emails concerning The Keep Subdivision name_ https:limaii.aol-com/webmaii-std/en-us/P rintMessage Dale P. Meyers, PLS, CFedS Associate County Surveyor F4Y,r ti_ Ada County Development Services 4 ` 200 W. Front St., Boise, ID 83702 (208) 287-7938 office (208) 287-7909 fox From: Stan McHutchison [ma jito•stlomcCa�aol.coml Sent: Wednesday, October 25, 2017 11:34 PM To: Sub Name Mail Cc: jarronlanaston@amail.com; rgray. cls amail.com; rp green hotmail.com; hammondiackl gmaiLcom Subject: [EXTERNAL] Subdivision Name Reservation Please reserve the name "The Keep Subdivision". The developer is Jerron Langston, 9563 W. Harness Dr., Boise, Id. 83709. The project is located atthe southwest corner of the Eagle Road/Lake Hazel Road intersection. It's in the NE 4 of Section 5, T2N, R1 E. The surveyor is Richard Gray, Compass Land Surveying. Attached Message From Jarron Langston <jarronlangston@gmail.com> To Stan Mchutchison <stlomc@aol.com> Cc Sub Name Mail <subnamemail@adaweb.net> Subject Fwd: RE: [EXTERNAL] Re: Proposed Subdivision Name - Parcel S1405110470 Date Thu, 26 Oct 2017 13:08:17 +0000 -- -- Stan, See below emails concerning The Keep Subdivision name_ https:limaii.aol-com/webmaii-std/en-us/P rintMessage 4/13/2018 From: Christy Little <Clittle@achdidaho.org> To: 'Stan McHutchison' <stlomc@aol.com> Subject: RE: Keep Sub. Date: Fri, Apr 13, 2018 8:24 am That's correct. A TIS will not be required for 59 lots. Christy From: Stan McHutchison [mailto:stlomc@aol.com] Sent: Friday, April 13, 2018 7:01 AM To: Christy Little Subject: Re: Keep Sub. RE: Keep Sub. We revised the application to contain 59 residential lots with a half acre minimum. Our understanding is that a TIS is still not required. Is this correct? -----Original Message ----- From: Christy Little <Clittle@achdidaho.org> To: 'Stan McHutchison' <stlomc@aol.com> Sent: Mon, Dec 4, 2017 11:20 am Subject: RE: Keep Sub. ACHD is not requiring a TIS with this application. Christy From: Stan McHutchison [mailto:stlomc@aol.com] Sent: Monday, December 04, 2017 11:19 AM To: Christy Little Subject: Keep Sub. I'm trying to find out if we need to do a traffic study for a new subdivision we're proposing the the southwest corner of Lake Hazel and Eagle. The sub has 53.5 acres in it and only 38 lots. The minimum lot size is 1 acre. Thanks for your help. 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Fp• 6 I � •e0fi�q I'II pN ;� � —13R8 a i nn rad 4 � 3!8 14 q f �a71225.54' �u ql 0 N E 9It g B j-pGu 1 I t q �:l1:Ia• a n69r 58.OY 1M.T4' 42.8}' 5449 I 4),Bl t3 9�`R Y�Y s I l�I7q zza.92'a!iee I Y all Y Fqj'wqjm 2 DBYELOPER/OEk'EN: L9VIL EEGMEER: KEEP SUBDIVISION " o �1! u 9,28 % VANTAGE POW4 W- 16EIDGN, MANO 35642 na9Y OF SECTION 5, T2N, MIE., B.M. a� F" O i b 8 (208) 8Pe-6686 7.6a q I� F 81411>• as �I � ��+ u u 8 q� I 2 22y2884P. L I� A � S 9� 163.48' 4)C.Ifi 2'6.18' �.I �q @ s 00'00'04' w 585:38' ' a flA HiL •e0fi�q I'II pN ;� � —13R8 a i V SII III�I i rp.p N E 9It g B j-pGu 1 2 DBYELOPER/OEk'EN: L9VIL EEGMEER: KEEP SUBDIVISION JACK 4 HAMMOND i PRELIMINARY PLAT DBYELOPER/OEk'EN: L9VIL EEGMEER: KEEP SUBDIVISION JACK 4 HAMMOND STAN M IIUTCMISON PE FAY BEING A PORTION OF THE HE 1/4 9,28 % VANTAGE POW4 W- 16EIDGN, MANO 35642 2816 N. UULK DEM? Y5RLDL4X MANo 83646 OF SECTION 5, T2N, MIE., B.M. 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ENGINEERING REPORT of The Keep Subdivislon Eagle Road & Lake Hazel Road Meridian, ID MTI File Number B171395g 2791 S Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 www.mti-id.com • mtiPrnti-id.com 171 VA Uq ;4 x 3 November 2017 Page # 1 of 45 b I 7l395g_gcotech.docx O Environmental Services ❑ Geotechnical Engineering _ ❑ Construction Materials Testing — ❑ 9pecia1 Inspections Mr. Jarron Langston 9563 West Harness Drive Boise, ID 83709 208-724-6239 Re: Geoteelinical Engineering Report The Keep Subdivision Eagle Road & Lake Hazel Road Meridian, ID Dear Mr. Langston: In compliance with your instructions, MTI has conducted a soils exploration and foundation evaluation for the above referenced development.. Fieldwork for this investigation was conducted from 2 to 3 October 2017. Data have been analyzed to evaluate pertinent geotechnical conditions. Results of this investigation, together with our recommendations, are to be found in the following report. We have provided a PDF copy and one paper copy for your review and distribution. Often, questions arise concerning soil conditions because of design and construction details that occur on a project. MTI would be pleased to continue our role as geotechnical engineers during project implementation, Additionally, MTI can provide materials testing and special inspection services during construction of this project. If you will advise its of the appropriate time to discuss these engineering services, we will meet with you at your convenience. MTI appreciates this opportunity to be of service to you and looks forward to working with you in the future. If you have questions, please call (208) 376-4748. Respectfully Submitted, Materials Testing & Ins, e nc. NAI, SNSFo �y ,/ 14919 Montca SaeL1fi S, Geotechnical Engin r��rq eQF�-Dv SAC��~ Reviewed by: Elizabeth Brown, P.E. Geotechnical Services Manager .,- 2791 5 Victory View Way •Bois ----e In $3709 • (208) 376-471$ -Fax (208) 32-2-W5-15Cppy60111X12017 MaleAals wt'1w,niti kt.00m • n1 mti: ie+_com Testing&inspection, 1K 3 November 2017 MATERIALS Page # 2 of 45 z, TESTI NG & b 171395g_geotech.docx r INSPECTION ❑ nvirol7rnental Services ❑ t3c.otechr cai (engineering ❑ Golj;�trudion Matoriais i-estilIg ❑ SP00,11 Inspections TABLE OF CONTENTS �' w 2791 S Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 Copyright ©2017 Materials www.mti-id.eom • mti(a)mti-id.com Testing & Inspection, Inc. INTRODUCTION...............................................................................................................................................................3 ProjectDescription.................................................................................................................................................3 Authorization..........................................................................................................................................................3 Purpose...................................................................................................................................................................3 Scopeof Investigation............................................................................................................................................4 Warranty and Limiting Conditions.........................................................................................................................4 SITEDESCRIPTION..........................................................................................................................................................5 ................5 Site Access.............................................................................................................................................. 5 .. Regional Geology................................................................................................................................................. General Site Characteristics....................................................................................................................................6 HistoricalResearch.................................................................................................................................................6 Regional Site Climatology and Geochemistry................................................................................................... ....6 .....6 GeoseismicSetting............................................................................................................................................ SOILSEXPLORATION......................................................................................................................................................7 Exploration and Sampling Procedures....................................................................................................................7 LaboratoryTesting Program...................................................................................................................................7 Soiland Sediment Profile.......................................................................................................................................7 VolatileOrganic Scan.............................................................................................................................................8 SITEHYDROLOGY...........................................................................................................................................................8 Groundwater...........................................................................................................................................................8 SoilInfiltration Rates..............................................................................................................................................9 SLOPESAND SETBACKS..................................................................................................................................................9 FOUNDATION, SLAB, AND PAVEMENT DISCUSSION AND RECOMMENDATIONS.............................................................10 Foundation Design Recommendations.................................................................................................................10 CrawlSpace Recommendations...........................................................................................................................11 Floor, Patio, and Garage Slab-on-Grade...............................................................................................................12 Recommended Pavement Sections.......................................................................................................................12 FlexiblePavement Section................................................................................................—................................13 Pavement Subgrade Preparation...........................................................................................................................13 Common Pavement Section Construction Issues.................................................................................................14 CONSTRUCTION CONSIDERATIONS...............................................................................................................................14 Earthwork.............................................................................................................................................................14 DryWeather.........................................................................................................................................................15 WetWeather.........................................................................................................................................................15 SoftSubgrade Soils..............................................................................................................................................15 FrozenSubgrade Soils..........................................................................................................................................16 StructuralFill........................................................................................................................................................16 Backfillof Walls...................................................................................................................................................17 Excavations...........................................................................................................................................................17 GroundwaterControl............................................................................................................................................18 GENERALCOMMENTS..................................................................................................................................................18 REFERENCES.................................................................................................................................................................19 APPENDICES.................................................................................................................................................................20 AcronymList........................................................................................................................................................20 GeotechnicalGeneral Notes.................................................................................................................................21 Geotechnical Investigation Test Pit Log...............................................................................................................22 Gravel Equivalent Method — Pavement Thickness Design Procedures................................................................42 R -Value Laboratory Test Data..............................................................................................................................43 Plate1: Vicinity Map............................................................................................................................................44 Plate2: Site Map...................................................................................................................................................45 �' w 2791 S Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 Copyright ©2017 Materials www.mti-id.eom • mti(a)mti-id.com Testing & Inspection, Inc. MATERIALS TESTING & INSPECTION 3 November 2017 Page # 3 of 45 b 171395g_geotech.docx J Einvironn)("Mal Sorviee, ❑ (-)(�etechnival Engineoririq ❑ Construction Materials Testing Q In<7)ection, INTRODUCTION This report presents results of a geotechnical investigation and analysis in support of data utilized in design of structures as defined in the 2012 International Building Code (IBC). Information in support of groundwater and stormwater issues pertinent to the practice of Civil Engineering is included. Observations and recommendations relevant to the earthwork phase of the project are also presented. Revisions in plans or drawings for the proposed development from those enumerated in this report should be brought to the attention of the soils engineer to determine whether changes in the provided recommendations are required. Deviations from noted subsurface conditions, if encountered during construction, should also be brought to the attention of the soils engineer. Project Description The proposed development is in the southwestern portion of the City of Meridian, Ada County, ID, and occupies a portion of the NWi/NW%4 of Section 6, Township 4 North, Range 2 East, Boise Meridian. This project will consist of construction of a residential subdivision roughly 48 acres in size. It is anticipated that the subdivision will be made up of 39 residential lots. City water services will be installed for the site and dry -line sewer systems will be installed to facilitate future connection to city sewer. Until connection with city sewer can take place, individual septic systems will be utilized. Total settlements are limited to 1 inch. Loads of up to 4,000 pounds per lineal foot for wall footings, and column loads of up to 50,000 pounds were assumed for settlement calculations. Additionally, assumptions have been made for traffic loading of pavements. Retaining walls are not anticipated as part of the project. MTI has not been informed of the proposed grading plan. Authorization Authorization to perform this exploration and analysis was given in the form of a written authorization to proceed from Mr. Jarron Langston to Monica Saculles of Materials Testing and Inspection, Inc. (MTI), on 12 September 2017. Said authorization is subject to terms, conditions, and limitations described in the Professional Services Contract entered into between Mr. Jarron Langston and MTI. Our scope of services for the proposed development has been provided in our proposal dated 8 September 2017 and repeated below. Purpose The purpose of this Geotechnical Engineering Report is to determine various soil profile components and their engineering characteristics for use by either design engineers or architects in: • Preparing or verifying suitability of foundation design and placement • Preparing site drainage designs • Indicating issues pertaining to earthwork construction • Preparing residential pavement section design requirements 2791 S Victory View Way • Boise ID 83709 • (208) 376-4748 • Fax (208) 322-6515 Copyright ©2017 Materials www.mti-id.com • mti(aDmti-id.com Testing B Inspection, Inc. H1 MATERIALS AIR TESTING o,� INSPECTION 3 November 2017 Page # 4 of 45 bt71395g_geotech.docx ❑ Environrnental Servlc cos ❑ G(,ot€ hI).i(,a1 Enzginocuing ❑ GowAruction tviMt ria1S T(ESting ❑Special InsPeT ions Scope of Investigation The scope of this investigation included review of geologic literature and existing available geotechnical studies of the area, visual site reconnaissance of the immediate site, subsurface exploration of the site, field and laboratory testing of materials collected, and engineering analysis and evaluation of foundation materials. The scope of work did not include design recommendations specific to individual residences. Warranty and Limiting Conditions MTI warrants that findings and conclusions contained herein have been formulated in accordance with generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics, and engineering geology only for the site and proj ect described in this report. These engineering methods have been developed to provide the client with information regarding apparent or potential engineering conditions relating to the site within the scope cited above and are necessarily limited to conditions observed at the time of the site visit and research. Field observations and research reported herein are considered sufficient in detail and scope to form a reasonable basis for the purposes cited above. Exclusive Use This report was prepared for exclusive use of the property owner(s), at the time of the report, and their retained design consultants ("Client"). Conclusions and recommendations presented in this report are based on the agreed-upon scope of work outlined in this report together with the Contract for Professional Services between the Client and Materials Testing and Inspection, Inc. ("Consultant"). Use or misuse of this report, or reliance upon findings hereof, by parties other than the Client is at their own risk. Neither Client nor Consultant make representation of warranty to such other parties as to accuracy or completeness of this report or suitability of its use by such other parties for purposes whatsoever, known or unknown, to Client or Consultant. Neither Client nor Consultant shall have liability to indemnify or hold harmless third parties for losses incurred by actual or purported use or misuse of this report. No other warranties are implied or expressed. Report Recommendations are Limited and Subiect to Misinterpretation There is a distinct possibility that conditions may exist that could not be identified within the scope of the investigation or that were not apparent during our site investigation. Findings of this report are limited to data collected from noted explorations advanced and do not account for unidentified fill zones, unsuitable soil types or conditions, and variability in soil moisture and groundwater conditions. To avoid possible misinterpretations of findings, conclusions, and implications of this report, MTI should be retained to explain the report contents to other design professionals as well as construction professionals. Since actual subsurface conditions on the site can only be verified by earthwork, note that construction recommendations are based on general assumptions from selective observations and selective field exploratory sampling. Upon commencement of construction, such conditions may be identified that require corrective actions, and these required corrective actions may impact the project budget. Therefore, construction recommendations in this report should be considered preliminary, and MTI should be retained to observe actual subsurface conditions during earthwork construction activities to provide additional construction recommendations as needed. 2791 S Victory View Way • Boise ID 83709 • (208) 376-4748 • Fax (208) 322-6515 Copyright ©2017 Materials www.mti-id.com • mti(a_)mti-id.com Testing& Inspection, In.. MATERIALS TESTING & INSPECTION 3 November 2017 Page # 5 of 45 b 171395 g_geotech. docx ❑ [ nvironnipntal Se;rvic05 ❑ C eotecht)ic;al Engine erinp ❑ Goristruction Matori.als Testing ❑ Special Inspections Since geotechnical reports are subject to misinterpretation, do not separate the soil logs from the report. Rather, provide a copy of, or authorize for their use, the complete report to other design professionals or contractors. Locations of exploratory sites referenced within this report should be considered approximate locations only. For more accurate locations, services of a professional land surveyor are recommended. This report is also limited to information available at the time it was prepared. In the event additional information is provided to MTI following publication of our report, it will be forwarded to the client for evaluation in the form received. Environmental Concerns Comments in this report concerning either onsite conditions or observations, including soil appearances and odors, are provided as general information. These comments are not intended to describe, quantify, or evaluate environmental concerns or situations. Since personnel, skills, procedures, standards, and equipment differ, a geotechnical investigation report is not intended to substitute for a geoenvironmental investigation or a Phase II/VI Environmental Site Assessment. If environmental services are needed, MTI can provide, via a separate contract, those personnel who are trained to investigate and delineate soil and water contamination. SITE DESCRIPTION Site Access Access to the site may be gained via Interstate 84 to the Eagle Road exit. Proceed south on Eagle Road approximately 3.4 miles to its intersection with Lake Hazel Road. The site occupies the southwest corner of this intersection. Presently the site exists as agricultural fields. The location is depicted on site map plates included in the Appendix. Regional Geology The project site is located within the western Snake River Plain of southwestern Idaho and eastern Oregon. The plain is a northwest trending rift basin, about 45 miles wide and 200 miles long, that developed about 14 million years ago (Ma) and has since been occupied sporadically by large inland lakes. Geologic materials found within and along the plain's margins reflect volcanic and fluvial/lacustrine sedimentary processes that have led to an accumulation of approximately 1 to 2 km of interbedded volcanic and sedimentary deposits within the plain. Along the margins of the plain, streams that drained the highlands to the north and south provided coarse to fine-grained sediments eroded from granitic and volcanic rocks, respectively. About 2 million years ago the last of the lakes was drained and since that time fluvial erosion and deposition has dominated the evolution of the landscape. The project site is underlain by "Gravel of Amity Terrace" as mapped by Othberg and Stanford (1993). The Amity terrace is the fifth terrace above the modern Boise River and represents the first level of Quaternary incision by the Boise River. The terrace, which has been correlated with Deer Flat terrace deposits to the west, is modified extensively by erosion and faulting. Where little erosion has taken place the terrace is mantled with loess 1.6-7 feet thick. 2791 S Victory View Way •Boise, ID 83 709 • (208) 376-4748 • Fax (208) 322-6515 copyrigntozon Mnteenls mm.mti-id.com • mtl(Ci-mtkid.cotil Testing & Inspection, Inc. ANd MATERIALS TESTING & INSPECTION 3 November 2017 Page # 6 of 45 b 171395g_geotech.docx ❑ 1�Viro��In ��talac Ivic s ❑ Cjeotechsnic;at E�r19iI e,0r1 ❑ c�nstrrsctior� MaterialsTesting �ssting Special IES pc c;tiors General Site Characteristics This proposed development consists of approximately 48 acres of relatively flat and level terrain. However, relatively steep to near vertical slopes are present along the northern and eastern property boundaries near the intersection of Eagle and Lake Hazel Roads. A series of irrigation ditches run not and east -west through the property, and the Farr Lateral is present along the southern property boundary of the site. Throughout the majority of the site, surficial soils consist of fine-grained clay soils. Vegetation primarily consists of agricultural crops and other native grass varieties typical of and to semi -arid environments. Regional drainage is north and west toward the Boise River. Stormwater drainage for the site is achieved by both sheet runoff and percolation through surficial soils. Runoff predominates for the steeper slopes while percolation prevails across the gently sloping and near level areas. The site is situated so that it is unlikely that it will receive any stormwater drainage from off-site sources. Stormwater drainage collection and retention systems are not in place on the project site and were not noted within the vicinity of the project site. Historical Research MTI reviewed aerial photographs for the site and surrounding area from 1992 through 2016. Based on these photographs, the site and nearby properties were visible primarily as agricultural land with various rural residential structures and outbuildings. Over the years, additional rural residential properties have been developed surrounding the property. In the 2002 aerial, the Coolwater Creek Event Center was present to the south of the site. By 2006, construction of the LDS church that is near the east central portion of the site had commenced. Recently, construction of high-density residential subdivisions has been prevalent to the north and northeast of the project site. Regional Site Climatology and Geochemistry According to the Western Regional Climate Center, the average precipitation for the Treasure Valley is on the order of 10 to 12 inches per year, with an annual snowfall of approximately 20 inches and a range from 3 to 49 inches. The monthly mean daily temperatures range from 21°F to 95°F, with daily extremes ranging from - 25°F to 111°F. Winds are generally from the northwest or southeast with an annual average wind speed of approximately 9 miles per hour (mph) and a maximum of 62 mph. Soils and sediments in the area are primarily derived from siliceous materials and exhibit low electro -chemical potential for corrosion of metals or concretes. Local aggregates are generally appropriate for Portland cement and lime cement mixtures. Surface water, groundwater, and soils in the region typically have pH levels ranging from 7.2 to 8.2. Geoseismic Setting Soils on site are classed as Site Class D in accordance with Chapter 20 of the American Society of Civil Engineers (ASCE) publication ASCE/SEI 7-10. Structures constructed on this site should be designed per IBC requirements for such a seismic classification. Our investigation did not reveal hazards resulting from potential earthquake motions including: slope instability, liquefaction, and surface rupture caused by faulting or lateral spreading. Incidence and anticipated acceleration of seismic activity in the area is low. 2791 S Victory View Way • Bolse ID 83709 ; (208) 376-4748 •Fax (208) 322-6515 Copyright O 2817 Materiels www.mti-Id.com mti(@mti-Id.com Testing& Inspection, Inc. MATERIALS TESTI NG & - INSPECTION 3 November 2017 Page # 7 of 45 b 171 395g_geotech.docx ❑ E:nvironrnontal uSe tvices ❑ Cieotechnic.al Erigineering ❑ Construction Materiak lasting ❑ ::Special Inspections SOILS EXPLORATION Exploration and Sampling Procedures Field exploration conducted to determine engineering characteristics of subsurface materials included a reconnaissance of the project site and investigation by test pit. Test pit sites were staked in the field by a representative of the client and were labeled with a ground surface elevation. Each of these staked locations was also located in the field by means of a Global Positioning System (GPS) device and are reportedly accurate to within sixteen feet. Upon completion of investigation, each test pit was backfilled with loose excavated materials. Re -excavation and compaction of these test pit areas are required prior to construction of overlying structures. In addition, samples were obtained from representative soil strata encountered. Samples obtained have been visually classified in the field by professional staff, identified according to test pit number and depth, placed in sealed containers, and transported to our laboratory for additional testing. Subsurface materials have been described in detail on logs provided in the Appendix. Results of field and laboratory tests are also presented in the Appendix. MTI recommends that these logs not be used to estimate fill material quantities. Laboratory Testing Program Along with our field investigation, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of subsurface materials necessary in an analysis of anticipated behavior of the proposed structures. Laboratory tests were conducted in accordance with current applicable American Society for Testing and Materials (ASTM) and American Association of State Highway and Transportation Officials (AASHTO) specifications, and results of these tests are to be found on the accompanying logs located in the Appendix. The laboratory testing program for this report included: Atterberg Limits Testing — ASTM D4318, Grain Size Analysis — ASTM C 117/C 136, and Resistance Value (R -value) and Expansion Pressure of Compacted Soils — Idaho T-8. Soil and Sediment Profile The profile below represents a generalized interpretation for the project site. Note that on site soils strata, encountered between test pit locations, may vary from the individual soil profiles presented in the logs, which can be found in the Appendix. The materials encountered during exploration were quite typical for the geologic area mapped as Gravel of Amity Terrace. Lean clay soils were encountered at ground surface across the site. These materials varied from brown to dark brown and generally exhibited moisture contents of dry to slightly moist. Clays were noted to have consistencies of stiff to hard. Fine-grained sand was generally present throughout. Organic materials were measured to depths of roughly t/Z to 2 feet, and disturbed materials, as a result of plowing activities, usually reached a depth of 1'/2 feet if present. �� � 2791�S Victory View Way •Boise ID 83709 • (208) 376-4A • Fax (208) 322 6515 Copyright ©zo,7Materials www.mti-id.com • mti(D_mti-id.eom Testing& Inspection, Inc. MATERIALS TESTING 6 INSPECTION 3 November 2017 Page # 8 of 45 b171395g_geotech.docx ❑ Environmental Services ❑ Geotec.Mical Erigiriee.ritig ❑ Gorlstrt cldi n materials Te'stilig ❑ Special In ix'T' iom Silts with varying sand contents were encountered beneath surficial lean clays. These silt soils were tan to brown and dry to slightly moist. Consistencies commonly ranged from very stiff to hard. Fine-grained sand was present in portions of these horizons. Silty sand sediments were often observed below the silt soils. Silty sands, where present, were classified as light brown to brown, dry to slightly moist, and very dense, with fine to medium -grained sand. Many of the firmer/denser silt/sand soil horizons contained some degree of calcium carbonate cementation (hardpan). At depth, silty gravel and/or poorly graded gravel with sand sediments were exposed. In a few cases, poorly graded sand sediments were also exposed. These granular sediments were generally tan to brown, dry to slightly moist, and medium dense to very dense. Fine to coarse-grained sand, fine to coarse gravel, and 12 -inch minus cobbles were noted throughout portions of these horizons. Varying degrees of calcium carbonate cementation were often noted within the silty gravel sediments. Competency of test pit sidewalls varied little across the site. In general, fine grained soils remained stable while more granular sediments exhibited some sloughing. However, moisture contents will also affect wall competency with saturated soils having a tendency to readily slough when under load and unsupported. Volatile Organic Scan No environmental concerns were identified prior to commencement of the investigation. Therefore, soils obtained during on-site activities were not assessed for volatile organic compounds by portable photoionization detector. Samples obtained during our exploration activities exhibited no odors or discoloration typically associated with this type of contamination. No groundwater was encountered. SITE HYDROLOGY Existing surface drainage conditions are defined in the General Site Characteristics section. Information provided in this section is limited to observations made at the time of the investigation. Either regional or local ordinances may require information beyond the scope of this report. Groundwater During this field investigation, groundwater was not encountered in test pits advanced to a maximum depth of 15.1 feet bgs. Soil moistures in the test pits were generally dry to slightly moist throughout. In the vicinity of the project site, groundwater levels are controlled in large part by residential and agricultural irrigation activity and leakage from nearby canals. Maximum groundwater elevations likely occur during the later portion of the irrigation season. During previous investigations performed in December 2015, May 2017, and August 2017 approximately V2 -mile to the northeast of the project site, groundwater was noted within numerous test pits at depths ranging from 3.6 to 10.3 feet bgs. However these sites were at significantly lower elevations than the project site. Two previous investigations performed within roughly 'Y2 mile east of the site in June 2014 and December 2015 showed no evidence of groundwater in test pits advanced to depths as great as 12.0 feet bgs. These sites were at somewhat higher elevations than the project site. Furthermore, according to United States Geological Survey (USGS) monitoring well data within approximately %2 -mile of the project site and at similar ground surface elevations as the site, groundwater was measured at depths in excess of 50 feet bgs. 2791 S Victory View Way Boise, ID 83709 (208) 376-4748 • Fax (208) 322-6515 www.mti-id.com • mtiCa.mti-id.com CopydgM02017Mon,In Testing & Inspection, Inc.. 3 November 2017 ya MATERIALS Page # 9 of 45 TESTI NG & b171395g_geotech.docx INSPECTION ❑ Lvivirorim� tlW1 Sorvic,,> ❑ GeotechnicalEngirle(oine ❑ Gori>trLI tion Cw1�ttN6WS Tr Ai'1 � ❑ ci<-�l Ire pertiOr IS Based on evidence of this investigation and background knowledge of the area, MTI estimates groundwater depths to remain greater than approximately 20 feet bgs throughout the year. This depth can be confirmed through long-term groundwater monitoring. Soil Infiltration Rates Soil permeability, which is a measure of the ability of a soil to transmit a fluid, was not tested in the field. Given the absence of direct measurements, for this report an estimation of infiltration is presented using generally recognized values for each soil type and gradation. Of soils comprising the generalized soil profile for this study, lean clay and silt with sand soils generally offer little permeability, with typical hydraulic infiltration rates of less than 2 inches per hour. Sandy silt soils will commonly exhibit infiltration rates from 2 to 4 inches per hour and silty sand/silty gravel sediments usually display rates of 4 to 8 inches per hour; though calcium carbonate cementation may reduce these values to near zero. Poorly graded sand and gravel sediments typically exhibit infiltration values in excess of 12 inches per hour. Infiltration testing is generally not required within these sediments because of their free -draining nature. Ada County Highway District (ACRD) may require onsite percolation testing once the proposed locations of infiltration facilities are determined. The quantity of testing will be dependent on the size and number of infiltration facilities planned, and can be determined from Section 8000 of the ACHD Policy Manual. The estimated infiltration rates listed above are to be considered preliminary and are only provided to determine feasibility for onsite infiltration. SLOPES AND SETBACKS Native cut slopes steeper than 3 feet horizontal to 1 foot vertical (3:1) are present along portions of the northern and eastern property boundaries. For structures to be constructed near slopes like these, it is necessary to apply slope setback requirements as outlined in the IBC. No potential slope stability deficiencies were noted during the investigation. However, some erosion of the gravel slopes was observed. Soils onsite are not sufficiently stable to allow vertical cuts greater than 4 feet to stand for an extended period of time. Soils in the project vicinity are stable at a 2:1 gradient. However, soil types throughout the area are variable, and existing slopes will be dependent upon soil composition. Proposed cut -fill sections constructed from these soils should not be steeper than 2:1. Cut slopes in fine-grained soil are stable on a 1.5:1 slope with respect to mass movement and downslope creep. Fill slopes should be placed and compacted in a controlled manner as detailed in the Structural Fill section of this report. Fills to be constructed on existing slopes steeper than 20 percent (approximately 5:1) should be benched a minimum of 10 feet into competent native soils. To ensure slope stability with respect to surficial movement and gullying, cohesive soils should be placed on the face of slopes. This will help limit downslope creep and aid in re -vegetation of slope surfaces. When slopes are steeper than 2:1, soils must be aggressively protected from erosion. More granular soils will require an even greater degree of protection. 2791 S Victory View Way •Boise, ID 83709 • (208) 376-4748 •Fax W322-6515 5 Copyright ©2077 Materials www.mti-id.com • mtiAmti-id.com Testing& Inspection, Inc. CMATERIALS TESTI NC & - INSPECTION 3 November 2017 Page # 10 of 45 b171395g_geotech.docx ❑ f,--nvirorunontal ServiGO's ❑ Gootechnic,al Erigir�offing ❑ (;0r5stru(.tio1i Mat€;rir�ls 1 esti,19 L) spedE al Inspections Setbacks from constructed slopes should adhere to provisions of Section 1808.7 of the 2012 IBC. Footing loads on soil masses adjacent to slopes must be set back in accordance with the provisions of the IBC. For buildings constructed above slopes steeper than 3:1, the horizontal setback distance from the face of slope to the face of an upslope footing must be no less than t/3 the vertical height of the total slope, however, need not exceed 40 feet. Benches or steps in the slope do not modify slope height. For buildings constructed below slopes steeper than 3:1, the horizontal setback distance from the toe of the slope to the face of a downslope structure must be no less than Y2 the vertical height of the total slope, however, need not exceed 15 feet. Retaining walls can be constructed to alter the dimensional parameters of a slope. The top of the retaining wall constitutes the toe of the slope, and slope height is detennined from the top of wall. Downslope setback requirements can be reduced to zero if the retaining wall reduces the upslope gradient to 3:1 or flatter. Because upslope setbacks are determined at footing elevation, top of slope setbacks can be managed through the footing depth. In some cases, it may be desirable to use a foundation based on tip bearing piles or caissons to achieve greater footing depths. Setback requirements for pools are 1/2 those required for structures. Additionally, pools with portions of their walls within 7 feet of the top of the slope must be capable of supporting pool water without soil support. FOUNDATION, SLAB, AND PAVEMENT DISCUSSION AND RECOMMENDATIONS Various foundation types have been considered for support of the proposed structures. Two requirements must be met in the design of foundations. First, the applied bearing stress must be less than the ultimate bearing capacity of foundation soils to maintain stability. Second, total and differential settlement must not exceed an amount that will produce an adverse behavior of the superstructure. Allowable settlement is usually exceeded before bearing capacity considerations become important; thus, allowable bearing pressure is normally controlled by settlement considerations. Considering subsurface conditions and the proposed construction, it is recommended that the structures be founded upon conventional spread footings and continuous wall footings. Total settlements should not exceed 1 inch if the following design and construction recommendations are observed. Presently, there are approximately 39 lots proposed for the project site. The following recommendations are not specific to the individual structures but rather should be viewed as guidelines for the subdivision — wide development. Foundation Design Recommendations Based on data obtained from the site and test results from various laboratory tests performed, MTI recommends the following guidelines for the net allowable soil bearing capacity: �a ........:..... 2791 S Victory View Way •Boise, ID 83709 • (208) 376-4748 •Fax (208) 322-6515 Copyright02017 Materials w. wwmti-id.com • mti(a)mti-id.eom Testingslnspedon,Inc. MATERIALS TESTING & INSPECTION 3 November 2017 Page # 11 of 45 b171395g_geotech.docx U Environmental u (-ooterimilra! Engince;ring❑ C; rl;>trl�ction tvlateria4fi ie;,tlrig ❑ Sped -,:,11 In>p�;dloils Qml Rnarina C'nnnvity Footing Depth ASTM D1557 Subgrade Compaction Net Allowable Soil Bearing Capaci Footings must bear on competent, undisturbed, 2,000 lbs/fe native silt with sand/sandy silt soils, silty sand sediments, or compacted structural fill. Existing Not Required for Native , A /3 increase is allowable lean clay soils must be completely removed from Soil for short-term loading, below foundation elements.' Excavation depths 95% for Structural Fill Which is defined by seismic or designed wind ranging from roughly 0.8 to 3.9 feet bgs should be events anticipated to expose proper bearing soils.2 speeds. 1T, -.-11 t,,...,.,,,,* A F .- NATT „P,-o,%nnpi t„ verify the hearing soil suitability for each structure at the time of construction. Z Depending on the time of year construction takes place the subgrade soils may be unstable because of high moisture contents If unstable conditions are encountered over -excavation and replacement with granular structural fill and/or use ofgeotextiles may be required. Footings should be proportioned to meet either the stated soil bearing capacity or the 2012 IBC minimum requirements. Total settlement should be limited to approximately 1 inch, and differential settlement should be limited to approximately %2 inch. Objectionable soil types encountered at the bottom of footing excavations should be removed and replaced with structural fill. Excessively loose or soft areas that are encountered in the footings subgrade will require over -excavation and backfilling with structural fill. To minimize the effects of slight differential movement that may occur because of variations in the character of supporting soils and seasonal moisture content, MTI recommends continuous footings be suitably reinforced to make them as rigid as possible. For frost protection, the bottom of external footings should be 24 inches below finished grade. Crawl Space Recommendations Considering the presence of shallow cemented soils across the site, all residences constructed with crawl spaces should be designed in a manner that will inhibit water in the crawl spaces. MTI recommends that roof drains carry stormwater at least 10 feet away from each residence. Grades should be at least 5 percent for a distance of 10 feet away from all residences. In addition, rain gutters should be placed around all sides of residences, and backfill around stem walls should be placed and compacted in a controlled manner. Based on test pit logs, areas with shallow cementation are likely to be encountered across much of the site, with cementation present as shallow as 0.9 to 5.0 feet. In areas where cemented soils will be within 2 feet of the crawl space elevation, construction of subsurface drains is also recommended. Review of proposed grading in conjunction with soils data presented by MTI will be required to identify these areas. Subsurface drains should be placed at stormwater and irrigation water collection points within the lawn area. These drains will require over -excavation through cemented soils to underlying free -draining soils and backfilling with permeable soils to permit drainage. �2791�S Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 Cpyright92017Materials www.mti-id.com • mti(a)mti-id.eom Testing & Inspection, Inc. gp MATERIALS p r TESTI NG & INSPECTION 3 November 2017 Page # 12 of 45 b 171395g_geotech.docx ❑ Environmental Services ❑ Ge otr chirical hngir)eering ❑ Construrtien tvl -7terials Testinc ❑ Special Iris pections, Floor, Patio, and Garage Slab -on -Grade Plow zones, which should be treated as uncontrolled fill, was encountered throughout the majority of the site. MTI recommends that these fill materials be excavated to a sufficient depth to expose competent, native soils or to a minimum depth of 1% feet below finished subgrade. If fill materials remain after over -excavation, the exposed subgrade must be compacted to at least 95 percent of the maximum dry density as determined by ASTM D 1557. MTI personnel must be present during excavation to identify these materials. Native clay soils are moderately plastic and will be susceptible to shrink/swell movements associated with moisture changes. Areas of the site within the proposed structures should be excavated to sufficient depths to expose lean clay. The clay soils should be scarified to a depth of 6 inches and compacted between 92 to 98 percent of the maximum dry density as determined by ASTM D698. The moisture content should be within 2 percent of optimum. Structural fill should be placed as soon as possible after compaction of clay soils in order to limit moisture loss within the upper clays. Ground surfaces should be sloped away from structures at a minimum of 5 percent for a distance of 10 feet to provide positive drainage of surface water away from buildings. Grading must be provided and maintained following construction. Organic, loose, or obviously compressive materials must be removed prior to placement of concrete floors or floor -supporting fill. In addition, the remaining subgrade should be treated in accordance with guidelines presented in the Earthwork section. Areas of excessive yielding should be excavated and backfilled with structural fill. Fill used to increase the elevation of the floor slab should meet requirements detailed in the Structural Fill section. Fill materials must be compacted to a minimum 95 percent of the maximum dry density as determined by ASTM D1557, A free -draining granular mat (drainage fill course) should be provided below slabs -on -grade. This should be a minimum of 4 inches in thickness and properly compacted. The mat should consist of a sand and gravel mixture, complying with Idaho Standards for Public Works Construction (ISPWC) specifications for 3/ -inch (Type 1) crushed aggregate. A moisture -retarder should be placed beneath floor slabs to minimize potential ground moisture effects on moisture -sensitive floor coverings. The moisture -retarder should be at least 15 -mil in thickness and have a permeance of less than 0.01 US perms as determined by ASTM E96. Placement of the moisture -retarder will require special consideration with regard to effects on the slab -on -grade and should adhere to recommendations outlined in the ACI 302.1R and ASTM E1745 publications. The granular mat should be compacted to no less than 95 percent of the maximum dry density as determined by ASTM D1557. Upon request, MTI can provide further consultation regarding installation. Recommended Pavement Sections As required by Ada County Highway District (ACRD), MTI has used a traffic index of 6 to determine the necessary pavement cross-section for the site. MTI has made assumptions for traffic loading variables based on the character of the proposed construction. The Client should review these assumptions to make sure they reflect intended use and loading of pavements both now and in the future. MTI collected a sample of near - surface soils for Resistance Value (R -value) testing representative of soils to depths of 2 feet below existing ground surface. This sample, consisting of lean clay collected from test pit 14, yielded a R -value of less than 5. An R -value of 4 was used for design. 2791 S Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 Copyright 02017 Materials www.mti-id.com • mti(dimti-id.com Testing & Inspection, Inc. ❑ Cow-Aructiora MatoriaJls Testi 3 November 2017 Page # 13 of 45 b171395g_geotech.docx ❑ .`. pe'(,'i al The following are minimum thickness requirements for assured pavement function. Depending on site conditions, additional work, e.g. soil preparation, may be required to support construction equipment. These have been listed within the Soft Subgrade Soils section. Results of the test are graphically depicted in the Appendix. Flexible Pavement Section The Gravel Equivalent Method, as defined in Section 500 of the State of Idaho Department of Transportation (ITD) Materials Manual, was used to develop the pavement sections. ACHD parameters for traffic index and substitution ratios, which were obtained from the ACHD Policy Manual, were also used in the design. A calculation sheet provided in the Appendix indicates the soils constant, traffic loading, traffic projections, and material constants used to calculate the pavement sections. MTI recommends that materials used in the construction of asphaltic concrete pavements meet the requirements of the ISPWC Standard Specification for Highway Construction. Construction of the pavement section should be in accordance with these specifications and should adhere to guidelines recommended in the section on Construction Considerations. Gravel Equivalent Method Flexible Pavement Specifications Pavement Section Component' MATERIALS Asphaltic Concrete 2.5 Inches Crushed Aggregate Base TESTI NG & Structural Subbase INSPECTION ❑ Iurttironra1(- n11 I Services ❑ Gootechnicai E: ngirae eiiriq ❑ Cow-Aructiora MatoriaJls Testi 3 November 2017 Page # 13 of 45 b171395g_geotech.docx ❑ .`. pe'(,'i al The following are minimum thickness requirements for assured pavement function. Depending on site conditions, additional work, e.g. soil preparation, may be required to support construction equipment. These have been listed within the Soft Subgrade Soils section. Results of the test are graphically depicted in the Appendix. Flexible Pavement Section The Gravel Equivalent Method, as defined in Section 500 of the State of Idaho Department of Transportation (ITD) Materials Manual, was used to develop the pavement sections. ACHD parameters for traffic index and substitution ratios, which were obtained from the ACHD Policy Manual, were also used in the design. A calculation sheet provided in the Appendix indicates the soils constant, traffic loading, traffic projections, and material constants used to calculate the pavement sections. MTI recommends that materials used in the construction of asphaltic concrete pavements meet the requirements of the ISPWC Standard Specification for Highway Construction. Construction of the pavement section should be in accordance with these specifications and should adhere to guidelines recommended in the section on Construction Considerations. Gravel Equivalent Method Flexible Pavement Specifications Pavement Section Component' Roadway Section Asphaltic Concrete 2.5 Inches Crushed Aggregate Base 4.0 Inches Structural Subbase 14.0 Inches Compacted Subgrade See Pavement Subgrade Preparation Section 'It will be required for MTI personnel to verify subgrade competency at the time of construction. Asphaltic Concrete: Asphalt mix design shall meet the requirements of ISPWC, Section 810 Class III plant mix. Materials shall be placed in accordance with ISPWC Standard Specifications for Highway Construction. Aggregate Base: Material complying with ISPWC Standards for Crushed Aggregate Materials. Structural Subbase: Material complying with requirements for granular structural fill (uncrushed) as defined in ISPWC. Pavement Subgrade Preparation Plow zones, which should be treated as uncontrolled fill, was encountered across the majority of the site. MTI recommends that these fill materials be excavated to a sufficient depth to expose competent, native soils or to a minimum depth of I V2 feet below finished subgrade. If fill materials remain after over -excavation, the exposed subgrade must be compacted to at least 95 percent of the maximum dry density as determined by ASTM D698. MTI personnel must be present during excavation to identify these materials. 2791�S Victory View Way Boise, ID 83709 (208) 376-4748 • Fax (208) 322-6515 als www.mti-id.com • mtiRmti-id.com CopyrigM02spedio017 ,Inc. Testing 8 Inspection, Inc. MATERIALS TESTI NG & �µn INSPECTION 3 November 2017 Page # 14 of 45 b171395g_geotech.docx ❑ F nvircnmental Services ❑ Geotenhiical Enrlineeritig ❑ inn strt,wtian Materials ❑ Special Inspections Native clay soils are moderately plastic and will be susceptible to shrink/swell movements associated with moisture changes. Areas of the site within the proposed pavement sections should be excavated to sufficient depths to expose clay soils. The clay soils should be scarified to a depth of 6 inches and compacted between 92 to 98 percent of the maximum dry density as determined by ASTM D698. The moisture content should be within 2 percent of optimum. Structural fill should be placed as soon as possible after compaction of clay soils in order to limit moisture loss within the upper clays. Common Pavement Section Construction Issues The subgrade upon which above pavement sections are to be constructed must be properly stripped, compacted (if indicated), inspected, and proof -rolled. Proof rolling of subgrade soils should be accomplished using a heavy rubber -tired, fully loaded, tandem -axle dump truck or equivalent. Verification of subgrade competence by MTI personnel at the time of construction is required. Fill materials on the site must demonstrate the indicated compaction prior to placing material in support of the pavement section. MTI anticipated that pavement areas will be subjected to moderate traffic. Subgrade clays and silts near and above optimum moisture contents may pump during compaction. Pumping or soft areas must be removed and replaced with structural fill. Fill material and aggregates in support of the pavement section must be compacted to no less than 95 percent of the maximum dry density as determined by ASTM D698 for flexible pavements and by ASTM D1557 for rigid pavements. If a material placed as a pavement section component cannot be tested by usual compaction testing methods, then compaction of that material must be approved by observed proof rolling. Minor deflections from proof rolling for flexible pavements are allowable. Deflections from proof rolling of rigid pavement support courses should not be visually detectable. CONSTRUCTION CONSIDERATIONS Recommendations in this report are based upon structural elements of the project being founded on competent, native silty with sand/sandy silt soils, silty sand sediments, or compacted structural fill. Structural areas should be stripped to an elevation that exposes these soil types. Earthwork Excessively organic soils, deleterious materials, or disturbed soils generally undergo high volume changes when subjected to loads, which is detrimental to subgrade behavior in the area of pavements, floor slabs, structural fills, and foundations. Agricultural crops and brush with associated root systems were noted at the time of our investigation. It is recommended that organic or disturbed soils, if encountered, be removed to depths of 1 foot (minimum), and wasted or stockpiled for later use. Stripping depths should be adjusted in the field to assure that the entire root zone or disturbed zone (plow depths) or topsoil are removed prior to placement and compaction of structural fill materials. Exact removal depths should be determined during grading operations by MTI personnel, and should be based upon subgrade soil type, composition, and firmness or soil stability. If underground storage tanks, underground utilities, wells, or septic systems are discovered during construction activities, they must be decommissioned then removed or abandoned in accordance with governing Federal, State, and local agencies. Excavations developed as the result of such removal must be backfilled with structural fill materials as defined in the Structural Fill section. 1--l--,------------------,-----",----,, S Victory View Way • Boise, ID 83709 (208)��� �� 376 4748 • Fax (208) 322-6515 www.mti-id.com • mtiCa.mti-id.com Copytin &Inspe(D 2017 Mon,In . Testing Blnspedion, Inc. MATERIALS 3 November 2017 =� � Page # 15 of 45 TESTING � g b171395g_geotech.docx INSPECTION ❑ t"En iioninental Servicos ❑ ;eote(.;itNcai Ll Gow"An.ac 0w) Nlaterinds "testing ❑ ` 1)("0ial IIIspe,ctio MTI should oversee subgrade conditions (i.e., moisture content) as well as placement and compaction of new fill (if required) after native soils are excavated to design grade. Recommendations for structural fill presented in this report can be used to minimize volume changes and differential settlements that are detrimental to the behavior of footings, pavements, and floor slabs. Sufficient density tests should be performed to properly monitor compaction. For structural fill beneath building structures, one in-place density test per lift for every 5,000 square feet is recommended. In parking and driveway areas, this can be decreased to one test per lift for every 10,000 square feet. Dry Weather If construction is to be conducted during dry seasonal conditions, many problems associated with soft soils may be avoided. However, some iutting of subgrade soils may be induced by shallow groundwater conditions related to springtime runoff or irrigation activities during late summer through early fall. Solutions to problems associated with soft subgrade soils are outlined in the Soft Subgrade Soils section. Problems may also arise because of lack of moisture in native and fill soils at time of placement. This will require the addition of water to achieve near -optimum moisture levels. Low -cohesion soils exposed in excavations may become friable, increasing chances of sloughing or caving. Measures to control excessive dust should be considered as part of the overall health and safety management plan. Wet Weather If construction is to be conducted during wet seasonal conditions (commonly from mid-November through May), problems associated with soft soils must be considered as part of the construction plan. During this time of year, fine-grained soils such as silts and clays will become unstable with increased moisture content, and eventually deform or rut. Additionally, constant low temperatures reduce the possibility of drying soils to near optimum conditions. Soft Subgrade Soils Shallow fine-grained subgrade soils that are high in moisture content should be expected to pump and rut under construction traffic. During periods of wet weather, construction may become very difficult if not impossible. The following recommendations and options have been included for dealing with soft subgrade conditions: Track -mounted vehicles should be used to strip the subgrade of root matter and other deleterious debris. Heavy rubber -tired equipment should be prohibited from operating directly on the native subgrade and areas in which structural fill materials have been placed. Construction traffic should be restricted to designated roadways that do not cross, or cross on a limited basis, proposed roadway or parking areas. Soft areas can be over -excavated and replaced with granular structural fill. Construction roadways on soft subgrade soils should consist of a minimum 2 -foot thickness of large cobbles of 4 to 6 inches in diameter with sufficient sand and fines to fill voids. Construction entrances should consist of a 6 -inch thickness of clean, 2 -inch minimum, angular drain -rock and must be a minimum of 10 feet wide and 30 to 50 feet long. During the construction process, top dressing of the entrance may be required for maintenance. 2791 S Victory View Way Boise, ID 83709 • (208) 376-4748 •Fax (208) 322-6515 www.mti-id.com • mti(a_)mti-id.com Copyright & 1077 Mon, In . Testing Blnspedion, Inc. MATERIALS 3 November 2017 TESTING &Page # 16 of 45 INSPECTION b171395g_geotech.docx ❑ E--r3Vironinentai sorvi(A—;s ❑ Geotochnica! Erlgi le(� ring ❑ Construction Mat€ d,11S, 16SS0119 ❑ Spcsciad Inspections Scarification and aeration of subgrade soils can be employed to reduce the moisture content of wet subgrade soils. After stripping is complete, the exposed subgrade should be ripped or disked to a depth of 1'/2 feet and allowed to air dry for 2 to 4 weeks. Further disking should be performed on a weekly basis to aid the aeration process. Alternative soil stabilization methods include use of geotextiles, lime, and cement stabilization. MTI is available to provide recommendations and guidelines at your request. Frozen Subgrade Soils Prior to placement of structural fill materials or foundation elements, frozen subgrade soils must either be allowed to thaw or be stripped to depths that expose non -frozen soils and wasted or stockpiled for later use. Stockpiled materials must be allowed to thaw and return to near -optimal conditions prior to use as structural fill. The onsite, shallow clayey and silty soils are susceptible to frost heave during freezing temperatures. For exterior flatwork and other structural elements, adequate drainage away from subgrades is critical. Compaction and use of structural fill will also help to mitigate the potential for frost heave. Complete removal of frost susceptible soils for the full frost depth, followed by replacement with a non -frost susceptible structural fill, can also be used to mitigate the potential for frost heave. MTI is available to provide further guidance/assistance upon request. Structural Fill Soils recommended for use as structural fill are those classified as GW, GP, SW, and SP in accordance with the Unified Soil Classification System (USCS) (ASTM D2487). Use of silty soils (USCS designation of GM, SM, and ML) as structural fill may be acceptable. However, use of silt soils (GM SM and ML) as structural fill below footings is prohibited. These materials require very high moisture contents for compaction and require a long time to dry out if natural moisture contents are too high and may also be susceptible to frost heave under certain conditions. Therefore, these materials can be quite difficult to work with as moisture content, lift thickness, and compactive effort becomes difficult to control. If silty soil is used for structural fill, lift thicknesses should not exceed 6 inches (loose) and fill material moisture must be closely monitored at both the working elevation and the elevations of materials already placed. Following placement, silty soils must be protected from degradation resulting from construction traffic or subsequent construction. Recommended granular structural fill materials, those classified as GW, GP, SW, and SP, should consist of a 6 -inch minus select, clean, granular soil with no more than 50 percent oversize (greater than %-inch) material and no more than 12 percent fines (passing No. 200 sieve). These fill materials should be placed in layers not to exceed 12 inches in loose thickness. Prior to placement of structural fill materials, surfaces must be prepared as outlined in the Construction Considerations section. Structural fill material should be moisture -conditioned to achieve optimum moisture content prior to compaction. For structural fill below footings, areas of compacted backfill must extend outside the perimeter of the footings for a distance equal to the thickness of fill between the bottom of foundation and underlying soils, or 5 feet, whichever is less. All fill materials must be monitored during placement and tested to confirm compaction requirements, outlined below, have been achieved. 2791 S Victory �View Way Boise, ID 83709 • (208)376-4748 • Fax (208) 322-6515 m..,d w�vw.mti-id.com • mti()mti-id.com CopyrigMO2077 Mon, In . Testing & Inspection, Inc. "4. MATERIALS TESTI NG & SAV INSPECTION 3 November 2017 Page # 17 of 45 b171395g_geotech.doex Q t nvironrnental ` ervice> ❑ Cieotochii;cal isrirtr 1(-.!e -- q ❑ C oijstroction Mate,rii,)1s Iesflj19 ❑ .`_ po'dal lnspe(Aions Each layer of structural fill must be compacted, as outlined below: Below Structures and Rigid Pavements: A minimum of 95 percent of the maximum dry density as determined by ASTM D 1557. Below Flexible Pavements: A minimum of 92 percent of the maximum dry density as determined by ASTM D1557 or 95 percent of the maximum dry density as determined by ASTM D698. The ASTM D1557 test method must be used for samples containing up to 40 percent oversize (greater than 3/ - inch) particles. If material contains more than 40 percent but less than 50 percent oversize particles, compaction of fill must be confirmed by proof rolling each lift with a 10 -ton vibratory roller (or equivalent) until the maximum density has been achieved. Density testing must be performed after each proof rolling pass until the in-place density test results indicate a drop (or no increase) in the dry density, defined as maximum density or "break over" point. The number of required passes should be used as the requirements on the remainder of fill placement. Material should contain sufficient fines to fill void spaces, and must not contain more than 50 percent oversize particles. Backfill of Walls Backfill materials must conform to the requirements of structural fill, as defined in this report. For wall heights greater than 2.5 feet, the maximum material size should not exceed 4 inches in diameter. Placing oversized material against rigid surfaces interferes with proper compaction, and can induce excessive point loads on walls. Backfill shall not commence until the wall has gained sufficient strength to resist placement and compaction forces. Further, retaining walls above 2.5 feet in height shall be backfilled in a manner that will limit the potential for damage from compaction methods and/or equipment. It is recommended that only small hand - operated compaction equipment be used for compaction of backfill within a horizontal distance equal to the height of the wall, measured from the back face of the wall. Backfill should be compacted in accordance with the specifications for structural fill, except in those areas where it is determined that future settlement is not a concern, such as planter areas. In nonstructural areas, backfill must be compacted to a firm and unyielding condition. Excavations Shallow excavations that do not exceed 4 feet in depth may be constructed with side slopes approaching vertical. Below this depth, it is recommended that slopes be constructed in accordance with Occupational Safety and Health Administration (OSHA) regulations, Section 1926, Subpart P. Based on these regulations, on-site soils are classified as type "C" soil, and as such, excavations within these soils should be constructed at a maximum slope of 1'/2 feet horizontal to 1 foot vertical (1'/Z:1) for excavations up to 20 feet in height. Excavations in excess of 20 feet will require additional analysis. Note that these slope angles are considered stable for short- term conditions only, and will not be stable for long-term conditions. � ��2791 S Victory View Way •Boise ID 83709 (208) 376-4748 •Fax (208) 322-6515 Copyright O 2017 Materials mmmtkid.eom • mti(7mtHd.eom Testing& Inspection, Inc. ' CMATERIALS FTESTI NG & INSPECTION 3 November 2017 Page # 18 of 45 b171395g_geotech.docx ❑ E-rivirona)ental Cervices Q Gootec hnic,al Engineering Q Con�strt.tction Matorials Tasting ❑ Special Inspections During the subsurface exploration, test pit sidewalls generally exhibited little indication of collapse; however, sloughing of native granular sediments from test pit sidewalls was observed. For deep excavations, native granular sediments cannot be expected to remain in position. These materials are prone to failure and may collapse, thereby undermining upper soil layers. This is especially true when excavations approach depths near the water table. Care must be taken to ensure that excavations are properly backfilled in accordance with procedures outlined in this report. Shallow soil cementation (caliche) was observed throughout much of the site and may cause difficulties during foundation development and utility placement. Cemented soils should be anticipated throughout the site at depths as shallow as 0.9 to 5.0 feet bgs. Groundwater Control Groundwater was not encountered during the investigation and is anticipated to be below the depth of most construction. Special precautions may be required for control of surface runoff and subsurface seepage. It is recommended that runoff be directed away from open excavations. Silty or clayey soils may become soft and pump if subjected to excessive traffic during time of surface runoff. Ponded water in construction areas should be drained through methods such as trenching, sloping, crowning grades, nightly smooth drum rolling, or installing a French drain system. Additionally, temporary or permanent driveway sections should be constructed if extended wet weather is forecasted. GENERAL COMMENTS When plans and specifications are complete, or if significant changes are made in the character or location of the proposed development, consultation with MTI should be arranged as supplementary recommendations may be required. Suitability of subgrade soils and compaction of structural fill materials must be verified by MTI personnel prior to placement of structural elements. Additionally, monitoring and testing should be performed to verify that suitable materials are used for structural fill and that proper placement and compaction techniques are utilized. 2791 S Victory View Way Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 CopyrigM©2017 M www.mti-id.com • mtiCc)-mti-id.com In Testing 8 Inspection, Inc.. VMATERIALS TESTI NC & INSPECTION 3 November 2017 Page # 19 of 45 b171395g_geotech.docx ❑ t-tivi onmental Services ❑ (.,eotecimical hrEgirieering ❑ Corl"Aawflen Materials test€lig ❑ Special In;>aectio is REFERENCES Ada County Highway District (ACHD) (2013). Ada County Highway District Policy Manual October 2015). [Online] Available: <http://www.achdidaho.org/AboutACHD/PolicyManual.aspx> (2017). American Concrete Institute (ACI) (2004). Guide for Concrete Floor and Slab Construction: ACI 302.1R. Farmington Hills, MI: ACI. American Society of Civil Engineers (ASCE) (2013). Minimum Design Loads for Buildings and Other Structures: ASCE/SEI 7-10. Reston, VA: ASCE. American Society for Testing and Materials (ASTM) (2013). Standard Test Method for Materials Finer than 75-µm (No. 200) Sieve in Mineral Aggregates by Washing: ASTM C117. West Conshohocken, PA: ASTM. American Society for Testing and Materials (ASTM) (2014). Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates: ASTM C136. West Conshohocken, PA: ASTM. American Society for Testing and Materials (ASTM) (2012). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort: ASTM D698. West Conshohocken, PA: ASTM. American Society for Testing and Materials (ASTM) (2012). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort: ASTM D1557. West Conshohocken, PA: ASTM. American Society for Testing and Materials (ASTM) (2013). Standard Test Methods for Resistance Value (R -Value) and Expansion Pressure of Compacted Soils: ASTM D2844. West Conshohocken, PA: ASTM. American Society for Testing and Materials (ASTM) (2011). Standard Practice for Classification of Soils for Engineering Purposes (,Unified Soil Classification System): ASTM D2487. West Conshohocken, PA: ASTM. American Society for Testing and Materials (ASTM) (2010). Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils: ASTM D4318. West Conshohocken, PA: ASTM. American Society for Testing and Materials (ASTM) (2011). Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill Under Concrete Slabs: ASTM El 745. West Conshohocken, PA: ASTM. Desert Research Institute. Western Regional Climate Center. [Online] Available: <http://www.wrcc.dri.edu/> (2017). International Building Code Council (2012). International Building Code, 2012. Country Club Hills, IL: Author. Local Highway Technical Assistance Council (LHTAC) (2010). Idaho Standards for Public Works Construction 2010. Boise, ID: Author. Othberg, K. L. and Stanford, L. A., Idaho Geologic Society (1992). Geologic Map of the Boise Valley and Adjoining Area, Western Snake River Plain, Idaho. (scale 1:100,000). Boise, ID: Joslyn and Morris. U.S. Department of Labor, Occupational Safety and Health Administration. CFR 29, Part 1926, Subpart P: Safety and Health Regulations for Construction, Excavations (1986). [Online] Available: <www.osha.gov> (2017). U.S. Geological Survey (2017). National Water Information System: Web Interface. [Online] Available: <http://waterdata.usgs.gov/nwis> (2017). ._ 2791 S Victory View Way Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 www.mti-id.com • mti(a mti-id.com Copyright©2017 Materials Testing 8 Insspepection, Inc. MATERIALS } TESTI NG & INSPECTION 3 November 2017 Page # 20 of 45 b171395g_geotech.docx ❑ Fntrirorirr ental Services ❑ ("Toot@ ',mica( Fr gide :rir co ❑ Gmstrr_rdion i ateririis l estitig ❑ Special Inspectbr)s APPENDICES ACRONYM LIST AASHTO: American Association of State Highway and Transportation Officials ACRD: Ada County Highway District ACI American Concrete Institute ASCE American Society of Civil Engineers ASTM: American Society for Testing and Materials bgs: below ground surface CBR: California Bearing Ratio D: natural dry unit weight, pcf ESAL Equivalent Single Axle Load GS: grab sample IBC: International Building Code IDEQ Idaho Department of Environmental Quality ISPWC: Idaho Standards for Public Works Construction ITD: Idaho Transportation Department LL: Liquid Limit M: water content MSL: mean sea level N: Standard "N" penetration: blows per foot, Standard Penetration Test NP: nonplastic OSHA Occupational Safety and Health Administration PCCP: Portland Cement Concrete Pavement PERM: vapor permeability PI: Plasticity Index PID: photoionization detector PVC: polyvinyl chloride Qc: cone penetrometer value, unconfined compressive strength, psi QP: Penetrometer value, unconfined compressive strength, tsf Qu: Unconfined compressive strength, tsf RMR Rock Mass Rating RQD Rock Quality Designation R -Value Resistance Value SPT: Standard Penetration Test (140:pound hammer falling 30 in. on a 2:in. split spoon) USCS: Unified Soil Classification System USDA: United States Department of Agriculture UST: underground storage tank V: vane value, ultimate shearing strength, tsf 2791 S Victory View Way Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 als www.mti-id.com • mti(a.mti-id.com Copyright©2spe017 Mon, In. Testing & Inspection, Inc. MATERIALS A TESTI NG & INSPECTION 3 November 2017 Page # 21 of 45 b171395g_geotech.docx ❑ E nvironnnental ,,aerviccrs ❑ t.rooteclinical Engineoiin0 ❑ Construction tart ateri�r4y Testing ❑ Speoial Inspections GEOTECHNICAL GENERAL NOTES Moisture Content RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Field Test Coarse -Grained Soils SPT Blow Counts N Fine -Grained Soils SPT Blow Counts N) Very Loose: < 4 Very Soft: < 2 Loose: 4-10 Soft: 2-4 Medium Dense: 10-30 Medium Stiff: 4-8 Dense: 30-50 Stiff. 8-15 Very Dense: >50 Very Stiff: 15-30 MH Inorganic, elastic silts; sandy, gravelly or clayey elastic silts Hard: >30 Moisture Content Description Field Test Dry Absence of moisture, dusty, dry to touch Moist Damp but not visible moisture Wet Visible free water, usually soil is below water table PARTICLE SIZE Boulders: >12 in. Coarse -Grained Sand: 5 to 0.6 mm Silts: 0.075 to 0.005 mm Cobbles: 12 to -3iii. Medium -Grained Sand: 0.6 to 0.2 mm Clays: <0.005 mm Gravel: 3 in. to 5 mm Fine -Grained Sand: 0.2 to 0.075 mm Cementation Description Field Test Coarse -Grained Soils <50% passes No.200 sieve Crumbles or breaks with handling or Weakly slight finger pressure GM Silt ravels; poorly -graded raded g ravel/sand/silt mixtures y g y g Crumbles or beaks with considerable Moderately finger pressure SP Poorly -graded sands; gravelly sands with little or no fines Will not crumble or break with finger Strongly Fine Grained Soils >50% passes No.200 sieve Silts &Clays LL < 50 pressure PARTICLE SIZE Boulders: >12 in. Coarse -Grained Sand: 5 to 0.6 mm Silts: 0.075 to 0.005 mm Cobbles: 12 to -3iii. Medium -Grained Sand: 0.6 to 0.2 mm Clays: <0.005 mm Gravel: 3 in. to 5 mm Fine -Grained Sand: 0.2 to 0.075 mm �2791 S Victory View Way - Boise ID 83709 - (208) 376-4748 - Fax (208) 322-6515 Copyright O 2077 Materials www.mti-id.com - mtIC47mtl-id.com Testing & Inspection, Inc. UNIFIED SOIL CLASSIFICATION SYSTEM Major Divisions Symbol Soil Descriptions' Coarse -Grained Soils <50% passes No.200 sieve Gravel & Gravelly Soils <50% coarse fraction passes No.4 sieve GW Well -graded gravels; gravel/sand mixtures with little or no fines GP Poorly -graded gravels; gravel/sand mixtures with little or no fines GM Silt ravels; poorly -graded raded g ravel/sand/silt mixtures y g y g GC Clayey gravels; poorly -graded gravel/sand/clay mixtures Sand & Sandy Soils >50% coarse fraction passes NoA sieve SW Well -graded sands; gravelly sands with little or no fines SP Poorly -graded sands; gravelly sands with little or no fines SM Silty sands; poorly -graded sand/gravel/silt mixtures SC Clayey sands; poorly -graded sand/gravel/clay mixtures Fine Grained Soils >50% passes No.200 sieve Silts &Clays LL < 50 ML Inorganic silts; sandy, gravelly or clayey silts CL Lean clays; inorganic, gravelly, sandy, or silty, low to medium -plasticity clays OL Organic, low -plasticity clays and silts Silts & Clays LL > 50 MH Inorganic, elastic silts; sandy, gravelly or clayey elastic silts CH Fat clays; high -plasticity, inorganic clays OH Organic, medium to high -plasticity clays and silts Highly Organic Soils PT Peat, humus, hydric soils with high organic content �2791 S Victory View Way - Boise ID 83709 - (208) 376-4748 - Fax (208) 322-6515 Copyright O 2077 Materials www.mti-id.com - mtIC47mtl-id.com Testing & Inspection, Inc. MATERIALS TESTING & INSPECTION ❑ Dwirmrml)lal Services ❑eoter,A)r,ical r)(Airieering L) Gonstru(,flori Materials Testing GEOTECHNICAL INVESTIGATION TEST PIT LOG 3 November 2017 Page # 22 of 45 b171395g_geotech.docx ❑ spt"' al In ;�e;e,fie�r�s Test Pit Log #: TP -1 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 15.1 Feet bgs Staked Location Information: Test Pit 50, Elevation 2752.54 Depth Field Description and USDA Soil Classification Sample Sample 'Depth Lab (Feet, USCS Soil and Sediment and Design Type QP Test ID bgs) Classification Soil Subgron {Feet bgs) Lean Clay (CL): Brown to dark brown, dry, medium stiff to very stiff. Clay 0.0-0.8 --Organic material to a depth of 0.3 1.0-2.0 foot bgs. Unsuitable* --Plow zone throughout. Sandy Silt (ML): Brown, dry, very Silt Loam 0.8-2.8 stiff to hard, with fine-grained sand. 3.0-4.5 --Intermittent weak calcium B-2 carbonate cementation throughout. Silty Sand (SM): Light brown, dry, Loam dense, with f ne-grained sand. 2.8-5.0 --Intermittent weak calcium B-2 carbonate cementation throughout. Silty Gravel (GM): Brown, dry, very dense, with fine to coarse-grained Very Gravelly sand, fine to coarse gravel, and 12- Loamy Sand 5.0-8.0 inch minus cobbles. --Weak to moderate calcium Unsuitable* carbonate cementation throughout. Poorly Graded Gravel with Sand Extremely (GP): Brown, dry to slightly moist, Gravelly Sand 8.0-15.1 dense to very dense, with fine to coarse-grained sand, fine to coarse B-1** gravel and 16 -inch minus boulders. *Soil is considered unsuitable because of the presence of calcium caruonate cementation. **Soil has been lowered two subgroups because it is extremely gravelly. 2791 5 Victory View Way Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 Copyright ©2077 Materials www.mti-id.com • mti(a.mti-id.com Testing & Inspection, Inc. A'0 MATERIALS A-0 TESTI NG & 31 "- im INSPECTION 3 November 2017 Page # 23 of 45 b171395g_geotech.docx ❑ biviroomental Services ❑ Cleeoterht*3c ,fl Errgir)ee;rlrig ❑ Cori 7tri..jcdon Materials fe','ting ❑ SP(,T.ia! Ir1s-.P dior?s GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -2 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 7.5 Feet bgs Staked Location Information: Test Pit 51, Elevation 2757.93 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet tTSCS Soil and Sediment and Design Type Depth Qp Test ID bgs) Classification Soil Subgroup (Feet bgs) Silt with Sand (ML): Brown to light brown, dq, stiff, with fine-grained Silt 0,0-2.0 sand. --Organic material throughout. C-1 --Plow zone to 1.5 feet bgs. Silty Gravel (GM): Light brown, Very Gravelly dry, dense, with fine to medium- Loamy Sand 2.0-3.9 grained sand, coarse gravel, and 6 - inch minus cobbles. 13-1* --Organic material throughout. Poorly Graded Gravel with Sand Extremely (GP): Light brown, dry, dense, with Gravelly Sand 3.9-7.5 fine to coarse-grained sand fine to coarse gravel, and 6 -inch minus A -2b** cobbles. * Soil has been lowered one subgroup because it is very gravelly. **Soil has been lowered two subgroups because it is extremely gravelly. �2791 S Victory View Way • Boise, ID 83709 (208) 376-4748 • Fax (208) 322-6515 Copyright ©2017 Materials W ww.mtl-id.com • mtift—rriti-id.eom Test ing&Inspection, Inc. -��MATERIALS v TESTING £r INSPECTION 3 November 2017 Page # 24 of 45 b171395g_geotech.docx ❑ F-'rwil'onnacratal Servicc,s ❑ C eotnl:axn`Icai hngirieeririg ❑ C onstm(.tiori Materi�.tlg I-esting ❑ Special lr)shections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -3 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 8.0 Feet bgs Staked Location Information: Test Pit 52, Elevation 2758.96 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet USCS Soil and Sediment and Design Type Depth QP Test ID bgs) Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Dark brown, dry, Clay 0.0-1.0 very stiff, with fine-grained sand. 3.5 --Organic material throughout. Unsuitable --Plow zone throughout. Sandy Silt (ML): Brown, dry, hard, Silt Loam 1.0-4.4 with fine-grained sand. 4.5+ --Moderate calcium. carbonate Unsuitable* cementation from 2.5 to 4.4 feet bgs. Silty Sand (SM): Light brown to brown, dry, dense, with fine-grained Loam 4.4-5.9 sand. --Intermittent weak calcium B-2 carbonate cementation. Poorly Graded Gravel with Sand Extremely (GP): Brown to light brown, dry to Gravelly Sand slightly moist, dense to medium dense, with fine to coarse-grained Unsuitable* 5.9-8.0 sand, fine to coarse gravel, and 4- (5.9 to 6.5) inch minus cobbles. --Moderate calcium. carbonate B-1** cementation from 5.9 to 6.5 feet bgs. L (6.5 to 8.0) * Soil is considered unsuitable because of the presence of calcium carbonate cementation. **Soil has been lowered two subgroups because it is extremely gravelly. . 2791 S Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 www.mti-id.com • mtiP_mti-id.com Copyd9M©2o17Mffinc. Testing 8 Inspection, Inc. MATERIALS 11 r OEM TESTING F7 41 INSPECTION 3 November 2017 Page # 25 of 45 b171395g_geotech.docx ❑ U-rIvihc)ljrn ntal �i rvicr s ❑ c cit r,;t,r�ic«i rtt�lrtet rir g L) Construction Materials osting ❑ Spe'dal h"iPe� r tior)" GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -4 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 9.8 Feet bgs Staked Location Information: Test Pit 53, Elevation 2753.48 Depth Field Description and USDA Soil Classification SampleLab Sample (Feet USCS Soil and Sediment and Design Type I Depth Qp Test ID bgs) Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Dark brown, dry, Clay 0.0-0.9 very stiff, with fine-grained sand. 3.5-4.5 --Organic material throughout' Unsuitable --Plow zone throughout. Silt with Sand (ML): Tan to light brown, dry, hard with fine-grained Silt 0.9-1.8 sand. 4.5+ --Moderate to strong calcium Unsuitable* carbonate cementation throughout. Silty Sand with Gravel (SM): Light brown to brown, dry, dense, with fine to medium -grained sand, coarse Loam 1.8-3.7 gravel, and occasional 6 -inch minus cobbles. Unsuitable* --Intermittent weak calcium carbonate cementation. Poorly Graded Gravel with Sand Extremely (GP): Brown to light brown, dry to Gravelly Sand slightly moist, dense to medium dense, with fine to coarse-grained Unsuitable* 3.7-9.8 sand, fine to coarse gravel, and 4- (3.7 to 4.7) inch miners cobbles. --Moderate calcium carbonate B-1** cementation and some silt content (4.7 to 9.8) from 3.7 to 4.7 feet bgs. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. **Soil has been lowered two subgroups because it is extremely gravelly. 2791 S Victory View Way Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 www.mti-id.com • mti @mti-id.com Copyt,%&1nv.Materials Testing & Inspection, Inc. MATERIALS N TESTING & INSPECTION 3 November 2017 Page # 26 of 45 b171395g_geotech.docx ❑ (-.,,nvironrnental Services ❑ Cjeoter.M c,a3 Engineering ❑ ConStrLIC(IOn Mti )tOriiak 1 eStinf� ❑ Special Insgeotions GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -5 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 9.5 Feet bgs Staked Location Information: Test Pit 54, Elevation 2748.64 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet i7SCS Soil and Sediment and DesignType Depth Qp Test ID bgs) Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Dark brown, diy, vefy stiff, with fine-grained sand. Clay 0.0-1.0 --Organic material throughout. --Plow zone throughout. Unsuitable --Intermittent weak induration throughout. Silt with Sand (ML): Tan to light Silt brown, dry, hard, with fine-grained sand. Unsuitable* 1.0-3.8 --Weak to moderate calcium (1.0 to 2.0) 4.5+ carbonate cementation from 1.0 to 2.0 feet bgs. C-1 (2.0 to 3.8) Poorly Graded Gravel with Silt and Sand (GP -GM): Brown, dty to slightly moist, dense to very dense, Very Gravelly with fine to coarse-grained sand, Loamy Sand 3.8-7.5 fine to coarse gravel, and 8 -inch minus cobbles. Unsuitable* --Weak calciumm carbonate cementation throughout. Poorly Graded Gravel with Sand Extremely (GP): Brown, slightly moist, dense, Gravelly Sand 7.5-9.5 with fine to coarse-grained sand, fine to coarse gravel, and 8 -inch B-1** minus cobbles. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. **Soil has been lowered two subgroups because it is extremely gravelly. 2791 S Victory View Way Boise, ID 83709 (208) 376-4748 • Fax (208) 322-6515 www.mtidd.com • mtiRmti-id.com CopyrigM02spedio017 ,Inc. Testing 8lnspedion, Inc. ga MATERIALS TESTING, & %-a j INSPECTION 3 November 2017 Page # 27 of 45 b171395g_geotecb.docx ❑ E nvirorrrrentai ServicC's ❑ Geotechi*.,al Engir)eerirrg ❑ Construction Materials 'Festing ❑ Special inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -6 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 10.3 Feet bgs Staked Location Information: Test Pit 67, Elevation 2752.44 Depth Field Description and USDA Soil Classification Sample Sample Sam p Lab (Feet USCS Soil and Sediment and Design Type Depth p Qp Test ID bgs) Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Dark brown, slightly moist, hard, with fine- Clay 0.0-1.4 grained sand. 4.5+ --Organic material throughout. Unsuitable --Plow zone to a depth of 1.0 foot bgs. Sandy Silt (ML): Tan to light Silt Loam brown, diy, hard, with fine-grained sand. Unsuitable* 1.4-5.7 --Organic material to a depth of 1.7 (1.4 to 4.5) 4.5+ feet bgs. --Weak to moderate calcium B-2 carbonate cementation from 1.4 to (4.5 to 5.7) S feet bgs. Silty Sand (SM): Brown, slightly r4. moist, stiff to very stiff, with fine to Loam 5.7-7.8 medium -grained sand. B-2 --Sand content increases with depth. Silty Gravel (GM): Brown, dry to Very Gravelly slightly moist, dense, with fine to Loamy Sand 7.8-9.3 coarse-grained sand, fine to coarse gravel, and 12 -inch minus cobbles. B-2** Poorly Graded Gravel with Sand Extremely (GP): Light brown, slightly moist, Gravelly Sand 9.3-10.3 dense, with fine to coarse-grained sand, fine to coarse gravel, and 12- B-1*** inch minus cobbles. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. ** Soil has been lowered one subgroup because it is very gravelly. *** Soil has been lowered two subgroups because it is extremely gravelly. 2791 S Victory View Way • Boise ID 83709 • (208) 376-4748 • Fax (208) 322-6515 Copyright O 2017 Materials www.mti-id.com • mti(mti-id.com Testing& Inspection, Inc. MATERIALS t )TESTING & INSPECTION 3 November 2017 Page # 28 of 45 b171395g_geotech.docx ❑ E-mirorm)oMal :cervices ❑ Geotechnical E rigiriewirig ❑ Cori str(.i dio it Materia4s _Festhig ❑ Special Irispe ,tions GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -7 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 9,2 Feet bgs Staked Location Information: Test Pit 68, Elevation 2755.29 Depth Field Description and USDA Sail Classification Sample Sample Lab (Feet USCS Soil and Sediment and Design Type Depth QP Test ID bgs) Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Dark brown, diy to slightly moist, very stiff to hard, with. fine-grained sand. Clay 0.0-2.0 --Organic material to a depth of 1.7 4.0-4.5 feet bgs.. Unsuitable --Plow zone to a depth of I.0 foot bgs. Silt with Sand (ML): Tan to light brown, dry, very stiff to hard, with fine-grained sand. --Weak to moderate calcium Silt 2.0-7.0 carbonate cementation from. 2.0 to 4.0 feet bgs. Unsuitable* --Intermittent weak cementation from 4.0 to 7.0 feet bgs. --Sand content increases with depth. Poorly Graded Sand with Gravel (SP): Brown, dry to slightly moist, dense, with fine to coarse-grained Gravelly Sand 7.0-9.2 sand, coarse gravel, and 4 -inch minus cobbles. A -2b** --Some silt content present in the upper^ 12 inches. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. ** Soil has been lowered one subgroup because of the limited silt content. 2791 S Victory View Way Boise, ID 83709 (208) 376-4748 • Fax (208) 322-6515 www.mti-id.com • mti inti-id.com Copyt9it8,ht 0 017 Materials Testing & Inspection, Inc. MATERIALS �v TESTI NG & INSPECTION ❑ 5wirorrrneMal Services ❑ Geeotechniuil Erigineeririg ❑ C;onstwc'tiorl [V1-1t(;rials Testing GEOTECHNICAL INVESTIGATION TEST PIT LOG 3 November 2017 Page # 29 of 45 It171395g_geotecb.docx ❑ ar)eclal l s )ections Test Pit Log #: TP -8 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 14.1 Feet bgs Staked Location Information: Test Pit 66, Elevation 2753.43 Depth Field Description and USDA Soil Classification 'Sample Sample #10 Lab (Feet USCS Soil and Sediment and Design Type Depth QP Test ID bgs) I Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Dark brown, slightly moist, hard, with fine- Clay 0.0-1.4 grained sand. 4.5+ --Organic material throughout. Unsuitable --Plow zone throughout. Sandy Silt (ML): Tan, dry, hard, Silt Loam with fine-grained sand. 1.4-5.5 --Weak to moderate calcium Unsuitable* carbonate cementation throughout. Silty Sand (SM): Tan, dry, dense to Loam very dense, with fine-grained sand. --Weak calcium carbonate Unsuitable 5.5-10.1 cementation f om 5.5 to 7.2 feet (5.5 to 7.2) GS 6.5-6.8 A bgs. --Gravel contentpresentfr°om 8.6 to B-2 10.1 feet bgs. (7.2 to 10.1) Poorly Graded Sand with Gravel Gravelly Sand (SP): Tan to light brown, slightly grading to moist, medium dense to dense, with Extremely 10.1-14.1 fine to coarse-grained sand, coarse Gravelly Sand gravel, and 8 -inch minus cobbles. --Grades to poorly graded gravel B-1** with sand at depth. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. ** Soil has been lowered two subgroups because it is extremely gravelly. Lab Test ID M LL PI Sieve Anal sis %passing) _ % - #4 #10 #40 #100 #200 A 17.8 NP I NP I 78 51 1 40 32.4 2791 S Victory View Way Boise, ID 83709 (208) 376-4748 - Fax (208) 322-6515 www.mti-id,com - mti(a)mti-id.com Copyright©2017 Materials Testing 8lnspepedion, Inc. d4 MATERIALS rn. TESTI NG & i INSPECTION 3 November 2017 Page # 30 of 45 b171395g_geotech.docx ❑ bivirorn7ontal Services ❑ Geotechi)ic al En(jit)eerino ❑ Constrt.tction Material, i esting ❑ ` pe dal lw,;pections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -9 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 11.8 Feet bgs Staked Location Information: Test Pit 65, Elevation 2752.16 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet USCS Soil and Sediment and Design Type Depth QP Test ID bgs) Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Dark brown, dry to slightly moist, hard, with fine- Clay 0.0-1.5 grained sand. --Organic material to a depth of 1.0 Unsuitable foot bgs. --Plow zone throughout. Sandy Silt (ML): Tan, dry, hard, with fine-grained sand. Silt Loam 1.5-7.2 --Moderate to strong calcium carbonate cementation throughout. Unsuitable* --Sand content increases with depth Silty Sand (SM): Brown, slightly Loam 7.2-11.8 moist, dense to very dense, with fine to medium -grained sand. B-2 Poorly Graded Gravel with Sand (GP): Tan to light brown, dry to slightly moist, medium dense to Extremely Below dense, with fine to coarse-grained Gravelly Sand 11.8 sand, fine to coarse gravel, and 8 - inch minus cobbles. B-1** --Refusal was met at 11.8 feet bgs as a result of space constraints from cementation in upper soil horizons. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. ** Soil has been lowered two subgroups because it is extremely gravelly. 2791 S Victory View Way Boise, ID 83709 • (208)376-4748 • Fax (208) 322-6515��� www,mti-id.com • mti(d,)mti-id.com Copyright© ns a Mon, In . Testing Blnspection, Inc. MATERIALS y� TESTI NG & INSPECTION 3 November 2017 Page # 31 of 45 b171395g_geotech.docx ❑ i;rivirorrrn(,,r)tal Sonvices ❑ Geotechr?ic;al Erigir)ec.m'ir,,❑ C (,in>truction Materials testhig ❑ Special Iri! ,pe boors GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -10 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 10.1 Feet bgs Staked Location Information: Test Pit 55, Elevation 2750.06 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet USCS Soil and Sediment and Design Type Depth Qp Test ID bgs) Classification Soil Subgroup (Feet bgs), Lean Clay (CL): Dark brown, dry, Clay hard, with fine-grained sand. 4.25- 0.0-0.7 --Organic material throughout. Unsuitable 4.5 --Plow zone throughout. Sandy Silt (ML): Tan to light brown, dry, very stiff to hard, with fine-grained sand. Silt Loam 0.7-5.5 --Organic material to a depth of 1.1 4.0-4.5 feet bgs. Unsuitable* --Moderate to strong calcium carbonate cementation from. 2.3 to S. S feet bgs. Silty Sand (SM): Brown, slightly moist, dense to very dense, with fine Loam 5.5-10.1 to medium. grained sand. --Intermittent weak calcitim B-2 carbonate cementation throughout. Poorly Graded Gravel with Sand (GP): Tan to light brown, dry to slightly moist, mediumm dense to Extremely Below dense, with fine to coarse-grained Gravelly Sand 10.1 sand, fine to coarse gravel, and 6 - inch minus cobbles. B-1** --Refusal was met at 10.1 feet bgs as a result ofspace constraints from cementation in upper soil horizons. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. ** Soil has been lowered two subgroups because it is extremely gravelly. 2791 S Victory View Way Boise, ID 83709 • (208) 376-4748 • Fax (208)f 322-6515 Copyright 02017 Materials www.mti-id,com • mti(a)mti-id.com Testing &Inspection, Inc. MATERIALS 801 TESTING & INSPECTION 3 November 2017 Page # 32 of 45 b 171395g_geotech.docx 0 Setvicos, El (jeotedinical Fr,.gineeririq El Corlstl't.ldioll Materials '1_esting CJ Special ICE spedioris GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -11 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 10.2 Feet bgs Staked Location Information: Test Pit 56, Elevation 2751.84 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet USCS Soil and Sediment and Design Type Depth QP Test ID bgs) Classification Subgroup (Feetbgs}Soil Lean Clay with Sand (CL): Brown, slightly moist, very stiff to hard, with fine-grained sand. Clay 0.0-3.0 --Organic material to a depth of 0.5 foot bgs. Unsuitable --Plow zone to a depth of 1.0 foot bgs. Sandy Silt (ML): Tan, dry, very stiff to hard, with fine-grained sand. --Inter mitteilt weak calcium Silt Loam 3.0-10.0 carbonate cementation from 3.0 to 4.4 feet bgs Unsuitable* --Weak to strong calcium carbonate cementation from 4.4 to 10.0 feet bgs. Silty Sand (SM): Brown, dry to slightly moist, dense to very dense, with fine to medium -grained sand. --.Intermittent weak calcium carbonate cementation throughout. Loam 10.0-10.2 --Refusal was met at 10.2 feet bgs as a result ofspace constraints from B-2 cementation in tipper soil horizons. --It is anticipated that poorly graded gravel with sand sediments are present beneath this soil horizon. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. 2791 S Victory View Way - Boise, ID 83709 - (208) 376-4748 - Fax (208) 322-6515 Copyright 9) 2017 Materials www.mti-id.coi,n-mti(a-)mti-id.com Testing & Inspection, Inc. MATERIALS IWO TESTING, & INSPECTION ❑ t ,�virornr irr�tt l Services ❑ Geote iMical i.wr7 ineeri ❑ Construction Maerials -t-esting GEOTECHNICAL INVESTIGATION TEST PIT LOG 3 November 2017 Page # 33 of 45 b 171395g_geotecb.docx ❑ ` L)o'cial lit'Dectior s Test Pit Log #: TP -12 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 10.3 Feet bgs Staked Location Information: Test Pit 64, Elevation 2752.50 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet USCS Soil and Sediment and Design Type Depth QP Test ID bgs) Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Dark brown to brown, slightly moist, hard, with fine-grained sand. Clay 0.0-1.5 --Organic material to a depth of 0.5 4.5 foot bgs. Unsuitable --Plow zone to a depth of 1.0 foot bgs. Silt with Sand (ML): Tan to light brown, dry, hard, with fine-grained sand. --Moderate calcium carbonate Silt Loam cementation from 3.0 to 4.3 feet bgs 1.5-9.8 --Weak to moderate calcium. Unsuitable* carbonate cementation from 4.3 to 9.8 feet bgs. --Sand content increases with depth. Silty Sand (SM): Brown, dry to slightly moist, dense to very dense, with fine to medium -grained sand. --Intermittent weak calcium carbonate cementation throughout. Loam 9.8-10.3 --Refusal was met at 10.3 feet bgs as a result ofspace constrain tsfrom B-2 cementation in upper soil horizons. --It is anticipated that poorly graded gravel with sand sediments are present beneath this soil horizon. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. 2791 S VictoryView Way Boise, 83709 • (208) _ �Fax ( 65 1M, � y • () 376-4748 •Fax (208) 322-6515 com mti-id.eom �pY Test it O 2017 Materials Testing 8Inspection, Inc. MATERIALS TESTI NG & , Al INSPECTION 3 November 2017 Page # 34 of 45 b171395g_geotecb.docx ❑ l.'nvironnnei)tal S rVlcos ❑ (3ec xhn.C<)l ❑ Constrtaction M atorials 1 ejdfIg ❑ Special 11'IspeTtiolls GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -13 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 11.6 Feet bgs Staked Location Information: Test Pit 63, Elevation 2754.36 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet USCS Soil and Sediment and Design Type Depth Qp Test ID bgs) Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Dark brown to brown, slightly moist, hard, with fine-grained sand. Clay 4.25- 0.0-2.2 --Organic material to a depth of 0.4 4.5 foot bgs. Unsuitable --Plow zone to a depth of 1.3 feet bgs. Silt with Sand (ML): Tan to light brown, dry, hard, with fine-grained sand. --Weak calcium carbonate Silt Loam 2.2-7.5 cementation from. 2.2 to 4.0 feet bgs. Unsuitable* --Moderate to strong calcium carbonate cementation fi-om 4.0 to 7.5 feet bgs Silty Sand (SM): Brown, slightly moist, dense to very dense, with fine to medium. -grained sand. --Intermittent weak calcium carbonate cementation throughout. Loam --Refusal was met at 11.6 feet bgs 7.5-11.6 as a result ofspace constraintsf om B-2 cementation in upper soil horizons. --It is anticipated that poorly graded gravel with sand sediments are present beneath this soil horizon. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. 2791 S Victory View Way Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 als www,mti-id.com • mti(a.mti-id.com Copyright Mon, In Testing 8lnspedbn, Inc.. MATERIALS TESTING & INSPECTION ❑ k-�nvil'orinlental :i ervico's ❑ (eotPrhriu.fl Engine ❑ Cori lnn MatorialsTesting GEOTECHNICAL INVESTIGATION TEST PIT LOG 3 November 2017 Page # 35 of 45 b171395g_geotecb.docx ❑ Special Inspedior,s Test Pit Log #: TP -14 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 11.6 Feet bgs Staked Location Information: Test Pit 62, Elevation 2752.25 Depth Field Description and, USDA Soil Classification Sample Sample Lab (Feet USCS Soil and Sedimet and Design Type Depth QP Test ID bgs) Classification Soil Subgroup {Feet bgs) Lean Clay (CL): Dark brown to brown, slightly moist, very std to Clay 0.0-1.4 hard, with f ne-grained sand. Bulk 0.8-1.0 3.75- B --Organic material to a depth of 0.4 Unsuitable 4.5 R -value foot bgs. --Plow zone throughout. Sandy Silt (ML): Tan, dry, hard, Silt Loam 1.4-6.8 with fine-grained sand. 4.5+ --Moderate calcium carbonate Unsuitable* cementation from 2.1 to 6.8 feet bgs Silty Sand (SM): Brown, slightly Loam 6.8-8.0 moist, dense, with fine to medium - grained sand. B-2 Silty Gravel (GM): Brown, slightly Very Gravelly moist, dense to very dense, with fine Loamy Sand 8.0-10.1 to medium -grained sand. --Weak calcium carbonate Unsuitable* cementation throughout. Poorly Graded Gravel with Sand Extremely (GP): Light brown, slightly moist, Gravelly Sand 10.1-12.8 dense, with fine to coarse-grained sand, fine to coarse gravel, and 8- B-1** inch minus cobbles. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. **Soil has been lowered two subgroups because it is extremely gravelly. Lab Test ID M LL PI Sieve Anal sis% assin ` % - - #4 #10 #40 #100 #244 A 11.1 40 27 99 99 97 92 85.9 2791 S Victoryw , View Way Boise, ID 83709 (208) 376-4748 - Fax (208) 322-6515 ats www.mti-id.com - mti(a)mti-id.com CopyrigMOnl7Mon,In Testing 8lnspedion, Inc.. MATERIALS TESTI NG & INSPECTION 3 November 2017 Page # 36 of 45 b 171395g_geotech.docx L) F-,rivircii-jimMal Services, L) Gcote(,,hi)ica1 EriqiiI('_�erir,,g LJ Constructim Matork-ils L) Speciad Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -15 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Consti uction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 7.8 Feet bgs Staked Location Information: Test Pit 61, Elevation 2750.56 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet USCS Soil and Sediment and Design Type Depth Qp Test ID bgs) Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Dark brown to brown, slightly moist, very stiff to hard, with fine-grained sand. Clay 3.75- 0.0-1.8 --Organic material to a depth of 0.3 4.5 foot bgs. Unsuitable --Plow zone to a depth of 0.8 foot bgs. Silt with Sand (ML): Tan, dry, Silt 1.8-5.4 hard, with fine-grained sand. --Moderate calcium carbonate Unsuitable* cementation throughout. Silty Sand (SM): Brown, slightly moist, dense, with fine to medium- Loam 5.4-7.8 grained sand, --Intermittent weak calcium B-2 carbonate cementation throughout. I * Soil is considered unsuitable because of the presence of calcium carbonate cementation. 2791 S Victory View Way - Boise, ID 83709 - (208) 376-4748 - Fax (208) 322-6515 Copyright Materials www,mti-id,com-mti(d)mti-id.com Testing & Inspection, Inc. MATERIALS TESTI NG & INSPECTION 3 November 2017 Page # 37 of 45 b171395g_geotech.docx ❑ CF:nvironniet)WI Ser i ,e s ❑ (3ootor,,fiNc M € rigineering ❑ Constrriction W.)terials i esting ❑ Special ial Ins€p<'dioris GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -16 Date Advanced: 2 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 7.8 Feet bgs Staked Location Information: Test Pit 61, Elevation 2760.39 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet USCS Soil and Sediment and Design Type Depth Qp Test ID bgs) Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Brown, dry to slightly moist, stiff to veiy stiff, with fine-grained sand. Clay 0.0-1.6 --Organic material to a depth of 0.3 1.5-4.0 foot bgs. Unsuitable --Plow zone to a depth of 0.8 foot bgs. Silt with Sand (ML): Tan, diy, hard, with fine-grained sand. --Moderate calcium. carbonate Silt 1.6-4.0 cementation throughout. --Limited 4 -inch minus cobbles Unsuitable* noted inn the bottom portion of this horizon. Silty Gravel (GM): Tan to light brown, slightly moist, dense to veiy Very Gravelly dense, with fine to medium -grained Loamy Sand 4.0-6.0 sand. --Weak calcium carbonate Unsuitable* cementation throughout. Poorly Graded Gravel with Sand Extremely (GP): Brown to light brown, Gravelly Sand 6.0-7.4 slightly moist, dense, with fine to coarse-grained sand, fine to coarse B-1** gravel, and 12 -inch minus cobbles. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. ** Soil has been lowered two subgroups because it is extremely gravelly. 2791pS Victory View Way Boise, ID 83709 (208) 376-4748 • Fax (208) 322-6515 als www.mti-id.com • mfr(a)mti-id.com Copyn9M©2spe Mon, In. Testing 8 Inspection, Inc. gd MATERIALS � tTESTI NC & A -VI INSPECTION 3 November 2017 Page # 38 of 45 It171395g_geotech.docx ❑ bivironim-) t i ❑ (3cotochnicrai Eniginooriricg ❑ Constr(.i tion [Matorii,)[s I-esting ❑ f3pc;cia! Ir€"pections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -17 Date Advanced: 3 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 14.0 Feet bgs Staked Location Information: Test Pit 59, Elevation 2759.74 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet USCS Soil and Sediment and Design Type Depth QP Test ID bgs) Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Brown, dry to slightly moist, hard, with fine- Clay 0.0-1.3 grained sand. 4.5+ --Organic material to a depth. of 0.4 Unsuitable foot bgs. --Plow zone throughout. Silt with Sand (ML): Tan, dry, Silt 1.3-4.0 hard, with fine-grained sand. 4'5+ --Very strong calcium carbonate Unsuitable * cementation throughout. Silty Gravel (GM): Light brown, Very Gravelly slightly moist, very dense, with fine Loamy Sand 4.0-6.5 to medium -grained sand. --Weak to moderate calcium Unsuitable* carbonate cementation throughout. Poorly Graded Gravel with Sand Extremely (GP): Brown, slightly moist, dense, Gravelly Sand 6.5-14.0 with fine to medium -grained sand fine to coarse gravel, and 10 -inch B-1** minus cobbles. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. ** Soil has been lowered two subgroups because it is extremely gravelly. 2791 S Victory View Way Boise, ID 83709 • (208) 376-4748• Fax (208) 322-6515 CopyrigMm2017M mmrriti-id.com • mti(a,mti-id.com Inspection, Testing S Inspection, Inc.. MATERIALS 3 November 2017 TESTING Fr Page # 39 of 45 g -0 INSPECTION b171395g_geotech.docx ❑ E nvironniotital Seivicos ❑ Cc otechrtica l Engineering ❑ construction Wteri,'1 , 7 c=sthgj ❑ spec !N ln's ec tions GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -18 Date Advanced: 3 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Constiuction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 10.9 Feet bgs Staked Location Information: Test Pit 58, Elevation 2756.65 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet USCS Soil and Sediment and Design Type ,Depth Qp Test ID bgs) Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Dark brown, slightly moist, very stiff to hard, Clay 0.0-0.9 with fine-grained sand. 2.25- --Organic material to a depth of 0.3 Unsuitable 4.5 foot bgs. --Plow zone throughout. Silt with Sand (ML): Brown to light Silt brown, diy, bard, with fine-grained sand. C-1 0.9-8.5 --Moderate to strong calcium (0.9 to 3.5) 4.5+ carbonate cementation from 3.5 to 8.5 feet bgs. Unsuitable* (3.5 to 10.9) Silty Sand (SM): Light brown, dry, vefy dense, with fine-grained sand. --Intermittent weals calcium carbonate cementation from 8.5 to Loam 8.5-10.9 10.Ofeet bgs. --Very strong calcium. carbonate Unsuitable* cementation from 10.0 to 10.9 feet bgs. --Refusal on very strong calcium carbonate cementation. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. 2791 S Victory View Way Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 www.mti-id.com • mti(a)mti-id.com Copyting&I017MateIn.. Testing Blnspedion, Inc. MATERIALS 1.1 TESTING & INSPECTION 3 November 2017 Page # 40 of 45 b171395g_geotech.docx ❑ EFrrtironrnerttal services ❑ (3eotochniu.il Erigineerina, ❑ Coristrw tion Materials 1-estb)g ❑ In>pedioi s GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP -19 Date Advanced: 3 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 9.4 Feet bgs Staked Location Information: None, extra test pit advanced per CHDH request. Latitude: 43.54193, Longitude: -116.35827 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet USCS Soil and Sediment and Design Type Depth Qp Test ID bgs) Classification Soil Subgroup Feet bgs) Lean Clay (CL): Dark brown, slightly moist, very stiff to hard, Clay 0.0-1.0 with fine-grained sand. 2.25- --Organic material to a depth of 0.3 Unsuitable 4.5 foot bgs. --Plow zone throughout. Silt with Sand (ML): Brown to tan, Silt dry, very stiff to hard, with fine- grained sand. C-1 1.0-6.6 --Moderate to strong calcium (1.0 to 2.7) carbonate cementation from 2.7 to 6.6 feet bgs. Unsuitable* (2.7 to 6.6) Poorly Graded Gravel with Sand (GP): Brown, dry, very dense to dense, with fine to coarse-grained Very Gravelly sand, fine to coarse gravel, and 6- to Extremely 6.6-9.4 inch minus cobbles. Gravelly Sand --Occasional zones of poorly graded sand with gravel. B-1** --Grades to mediumdense at roughly 8 feet bgs. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. ** Soil has been lowered two subgroups because it is extremely gravelly. �2791 S Victory View Way Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 www,mti-id.coin • mti//��mti-id.com eoPY�9g&Ins 7Mon,In . l.. Testing S inspection, Inc. MATERIALS TESTING & j INSPECTION ❑ F_-i*romi�-ooMal Servicos Q (eotechriilcat Bigiri eriirg ❑ Coristrtac6oii Matoriak, i s GEOTECHNICAL INVESTIGATION TEST PIT LOG 3 November 2017 Page # 41 of 45 b171395g_geotech.docx ❑ Spedal lri,,,pe tions Test Pit Log #: TP -20 Date Advanced: 3 Oct 2017 Logged by: Monica Saculles, P.E. Excavated by: Andersen Construction Location: See Site Map Plates Depth to Water Table: Not Encountered Total Depth: 13.0 Feet bgs Staked Location Information: Test Pit 59, Elevation 2754.88 Depth Field Description and USDA Soil Classification Sample Sample Lab (Feet USCS Soil and Sediment and Design Type Depth Qp Test ID bgs) Classification Soil Subgroup (Feet bgs) Lean Clay (CL): Dark brown, dry to slightly moist, very stiff to hard, Clay 0.0-1.1 with fine-grained sand. 3.0-4.5 --Organic material to a depth of 0.5 Unsuitable foot bgs. --Plow zone throughout. Sandy Silt (ML): Tan to light brown, dry, very stiff to hard, with fine-grained sand. --Intermittent weak calcium carbonate cementation from 1.1 to Silt Loam 1.1-6.0 1.9 feet bgs. --Moderate to strong calcium. Unsuitable* carbonate cementation from. 1.9 to 6.0 feet bgs. --Occasional 4 -inch minus cobbles present from 5.0 to 6.0 feet bgs. Silty Gravel (GM): Brown, dry, dense to very dense, with fine to Very Gravelly 6.0-8.2 coarse-grained sand, coarse Loamy Sand gravel, and 12 -inch minus cobbles. --Weals calcium carbonate Unsuitable* cementation throughout. Poorly Graded Gravel with Sand Extremely (GP): Light brown, dry to slightly Gravelly Sand 8.2-13.0 moist, dense, with fine to coarse- grained sand, fine to coarse gravel, B-1 ** and 12 -inch minus cobbles. * Soil is considered unsuitable because of the presence of calcium carbonate cementation. ** Soil has been lowered two subgroups because it is extremely gravelly. 2791 S Victory View Way Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 www.mti-id.com • mti(a.mti-id.com Copyting&I Inspection, Materials Testing 8 Inspection, Inc. _ MATERIALS 3 November 2017 t TESTING Page # 42 of 45 INSPECTION b l71395g_geoteeb.docx ❑ �nvirorunental Services ❑ Caootedinlcal F-ncainee ing ❑ Construction matorials t esting ❑ especial lns;Pections GRAVEL EQUIVALENT METHOD — PAVEMENT THICKNESS DESIGN PROCEDURES 2791 S Victory View Way Boise, ID 83709 •• (208) 376-4748• Fax (208) 322-6515 www.mti-id.com • mti(aiImti-id.com Copyright ©2017Materials Testing & Inspection, Inc. Pavement Section Design Location: The Keep Subdivision, Residential Roadways Average Daily Traffic Count: All Lanes & Both Directions Design Life: 20 Years Traffic Index: 6.00 Climate Factor: I R -Value of Subgrade: 4.00 Subgrade CBR Value: 2 Subgrade Mr: 3,000 R -Value of Aggregate Base: 80 R -Value of Granular Borrow: 60 Subgrade R -Value: 4 Expansion Pressure of Subgrade: 0.50 Unit Weight of Base Materials: 130 Total Design Life 18 kip ESAL's: 33,131 ASPHALTIC CONCRETE: Gravel Equivalent, Calculated: 0.384 Thickness: 0.1969231 Use= 2.5 Inches Gravel Equivalent, ACTUAL: 0.41 CRUSHED AGGREGATEBASE: Gravel Equivalent (Ballast): 0.768 Thickness: 0.329 Use= 4 Inches Gravel Equivalent, ACTUAL: 0.773 SUBBASE: Gravel Equivalent (Ballast): 1.843 Thickness: 1.070 Use= 14 Inches Gravel Equivalent, ACTUAL: 1.940 TOTAL Thickness: 1.708 Thickness Required by Exp. Pressure: 0.554 Design ACHD Depth Substitution Inches Ratios Asphaltic Concrete (at least 2.5): 2.50 1.95 Asphalt Treated Base (at least 4.2): 0.00 Cement Treated Base (at least 4.2): 0.00 Crushed Aggregate Base (at least 4.2): 4.00 1.10 Subbase (at Ieast 4.2): 14.00 1.00 2791 S Victory View Way Boise, ID 83709 •• (208) 376-4748• Fax (208) 322-6515 www.mti-id.com • mti(aiImti-id.com Copyright ©2017Materials Testing & Inspection, Inc. MATERIALS immy TESTING & -41 INSPECTION ❑ F'rivirrnmental Services ❑ C eoter,hnical Fngineorin) ❑ con strf.wtlan P'Uor€als F R -VALUE LABORATORY TEST DATA 3 November 2017 Page # 43 of 45 b171395g_geotech.docx ❑ Spodal ln'spectior).s Source and Description: TP 14: 0.8-1.0; Lean Clay Date Obtained: October 2, 2017 Sample ID: 17-7821 Sampling and ASTM D75: X AASHTO T2: NA ASTM X AASHTO NA Preparation: Exudation Pressure (psi) NA NA NA D421: NA T87: NA Test Standard: ASTM AASHTO Idaho T8: X D2844: T190: Sample A B C Dry Density (lb/ft) NA NA NA Moisture Content (%) NA NA NA Expansion Pressure (psi) NA NA NA Exudation Pressure (psi) NA NA NA R -Value I NA NA NA R -Value @ 200 psi Exudation Pressure = Less than 5** ** ASTM D2844 Note 2: Occasionally, material from very plastic clay -test specimens will extrude from under the mold and around the follower ram during the loading operation. If this occurs when the 800 -psi point is reached and fewer than five lights are lighted, the soil should be reported as less than 5 R -value. .,MM rrMnall mW.2791 SVictory View W ay • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 www,mti-id.com • mti(a)mti-id.com eopyright©2017Matedats Testing & Inspection, Inc. 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