Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Application
Cit y Clerk’s Office ▪ 33 E. Broadway Avenue, Meridian, ID 83642 ▪ P: 208-888-4433 E:cityclerk@meridiancity.org ▪ www.meridiancity.org TRANSMITTAL TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendation will be considered by the Meridian Planning and Zoning Commission/City Council, Please submit your comments and recommendations to cityclerk@meridiancity.org, Attention: Chris Johnson, City Clerk by July 15, 2019 Transmittal Date: June 5, 2019 Hearing Date: July 18, 2019 Project Name & File Number: Millbrae Subdivision H-2019-0066 AZ, PP Applicant: WHPacific Property Location: 4888 and 4920 W. Cherry Lane Application Request: 1. Request: An Annexation and Zoning of 8.79 acres of Land with an R-8 zoning district; and 2. Request: A Preliminary Plat consisting of 41 building lots and 5 common lots. City Council / Planning and Zoning Commission Valley Transit Mayor Idaho DEQ Sanitary Services West Ada School District Building Department & Community Development Meridian Post Office Fire Department Ada County Highway District Police Department Ada County Development Services City Attorney Central District Health City Public Works Compass City Planner Nampa Meridian Irrigation District Parks Departments Settlers Irrigation District Economic Development Idaho Power, Intermountain Gas, Century Link Historic Preservation Commission Idaho Transportation Department New York Irrigation District South or RR/SW Meridian Boise Project Board of Control NW Pipeline Boise-Kuna Irrigation District Ada County Associate Land Records Downtown Projects Meridian Development Corporation Hearing Date: July 18, 2019 File No.: H-2019-0066 Project Name: Millbrae Subdivision Request: Annexation & zoning of 8.79 acres of land with an R-8 zoning district and preliminary plat consisting of 41 building lots and 5 common lots, by WHPacifc. Location: The site is located at 4888 and 4920 W. Cherry Lane, in the SE 1/a of the SE 1/a of Section 4, Township 3N., Range IW. ECIVE C�WE IDIAN Planning Division .s DEVELOPMEN VIEW APPLICATION BY: - STAFF USE ONLY: Pro ject nate: File number(s):�� Assigned Planner �D�A.%r f `. ecsr'o Related files: Type of Review Requested (check all that apply) ❑ Accessory Use (check only 1) ❑ Final Plat Modification ❑ Daycare ❑ Landscape Plan Modification ❑ Home Occupation la Preliminary Plat ❑ Home Occupation/Instruction for 7 or more ❑ Private Street ❑ Administrative Design Review ❑ Property Boundary Adjustment ❑ Alternative Compliance ❑ Rezone la Annexation and Zoning ❑ Short Plat ❑ Certificate of Zoning Compliance ❑ Time Extension (check only 1) ❑ City Council Review ❑ Director ❑ Comprehensive Plan Map Amendment ❑ Commission ❑ Comprehensive Plan Text Amendment ❑ UDC Text Amendment ❑ Conditional Use Permit ❑ Vacation (check only 1) ❑ Conditional Use Modification (check only 1) ❑ Director ❑ Director ❑ Commission ❑ Commission ❑ Variance ❑ Development Agreement Modification ❑ Other ❑ Final Plat Applicant Information Applicant name: Jane Suggs / WHPacific Phone: 208-275-8729 Applicant address: 2141 W. Airport Way, Suite 104 Email: isuggs@whPacific. corn City: Boise State: Idaho Zip: 83705 Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned Owner name: Sandy Law / Kent & Nancy Bleak Owner address: 4888 / 4920 W. Cherry Lane City: Meridian 12 Other Phone: Email: State: Idaho Zip: 83642 Agent/Contact name (e.g., architect, engineer, developer, representative): Firm name: WH Pacific / Jane Suggs Phone: 208-275-8729 Agent address: 2141 W. Airport Way, Suite 104 Email: jsuggs@whpacific.com City: Boise State: Idaho Zip: 83705 Primary contact is: ❑ Applicant ❑ Owner la Agent/Contact Subject Property Information Location/street address: 4888 and 4920 W. Cherry Lane Township, range, section: 3N, 1W, 04 S1204449204,S1204449142,S1204449160 Assessor's parcel number(s): Total acreage: 8.79 Zoning district: RUT Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.or /g_planning -1 Rev: (2/2/20182/7/2018) Project/subdivision name: Millbrae Subdivision General description of proposed project/request: annex and rezone property to R-8, subdivision for 41 buildable lots, with open space and amenities Proposed zoning district(s): R-8, Medium Density Residential Acres of each zone proposed: 8.79 acres Type of use proposed (check all that apply): la Residential ❑ Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? Millbrae HOA Which irrigation district does this property lie within? Settlers Irrigation District Primary irrigation source: on-site irrigation pond & pump Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) Number of residential units: 41 Number of building lots: 41 Number of common lots: Number of other lots: Proposed number of dwelling units (for multi -family developments only): 1 bedroom: 2-3 bedrooms: Minimum square footage of structure (excl. garage): Minimum property size (s.1): 4400 4 or more bedrooms: Maximum building height: 35' Average property size (s.f.): 5542 Gross density (Per UDC 11-1A-1): 4.7 du/ac Net density (Per UDC I MA -1): 7.4 du/acre Acreage of qualified open space: 1.01 acres Percentage of qualified open space: 11.5% Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): see open space exhibit Amenities provided with this development (if applicable): playground with picnic shelter, bench, grassy open areas, pond Type of dwelling(s) proposed: m Single-family Detached ❑ Single-family Attached ❑ Townhouse ❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: Common lots: Other lots: Gross floor area proposed: Homs of operation (days and hours): Existing (if applicable): Building height: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name; Jane Suggs Applicant signature: Date: 5/20/19 Community Development a Planning Division u 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancitLg/ planning -2- Rev: (2/7/2018) WHPR-1frC May 21, 2019 Mr. Caleb Hood, Planning Division Manager City of Meridian 33 E. Broadway Ave., Suite 102 Meridian, Idaho 83642 Subject: Millbrae Subdivision — 4888 and 4920 W. Cherry Lane Applications for annexation with rezone, Preliminary Plat Dear Mr. Hood: On behalf of my client, Trilogy Development, please accept the attached applications for annexing the subject properties into the City of Meridian with a new zoning designation of R-8 and a preliminary plat for 41 single family lots, plus open space and amenities. The properties are located on the northwest corner of Cherry Lane and Black Cat Road (3N, 1 W, Section 4). The parcels total 8.8 acres and are located in Ada County with a zoning designation of RUT (Rural Urban Transition). The existing residence at 4920 Cherry Lane will be incorporated into the new subdivision. The remaining structures will be removed from the site. The property is located at the crossroads of two arterial roadways, Cherry Lane and Black Cat Road, and is surrounded by Meridian City limits. Annexation and Rezone The site is in the Meridian Area of City Impact with a Comprehensive Plan designation of Low Density Residential as shown in light green below. The Low Density designation is a small pocket of properties in the northwest corner of two arterials and is surrounded by the Medium Density designation. 2141 W Airport Way, Ste 104 • Boise, ID 83705 • T 208.342.5400 • F 208.342.5353 • www.whpacific.com WHPacific We are requesting the property be annexed with a zoning designation for R-8, Medium Density Residential. This zoning is allowable with a "step up" in the Comprehensive Plan designation. A similar "step up" in the Comprehensive Plan designation was approved in November 2018 for a new subdivision just west of Millbrae. City Council approved the rezone of the Burlingame Subdivision to R-8, Medium Density Residential. Burlingame is located in the same Comprehensive Plan area and has the same Comp Plan designation. In addition, at our April 2019, pre -application meeting, City staff indicated that this small area was being considered for a revised designation to Medium Density in the current Meridian Comprehensive Plan update. Preliminary Plat Millbrae Subdivision meets the zoning regulations and dimensional standards for a Medium Density Residential, R-8, subdivision as required by the Meridian Unified Development Code. Front setbacks are 20', rear setbacks are 15' and interior side setbacks are 5'. No homes will be over 35' in height. All new home lots are larger than the minimum lot size of 4000 sf. Lot sizes range from 4400 sf to 9715 sf, with an average lot size of 5542 sf. A list of lots and lot sizes is shown on the preliminary plat. The gross density of Millbrae is 4.7 dwelling units/acre. We are not requesting any subdivision variances, waivers or a PUD for the subdivision. Buffers and Open Space Twenty-five (25') foot buffers are planned along both Black Cat Road and Cherry Lane. The detached sidewalks along these streets are located within the road right of way. Common open space is located in the center of Millbrae and is easily accessible to all residents. The open area will include a playground and picnic area and plenty of grassy areas for play. Some of the common area will be used for surface storm water management catchments with gently sloping sides. An irrigation pond along the north side of Millbrae will provide another common area with landscaping and a bench. The total common area is 1.5 acres; with useable open space of 1.01 acres or 11.5%. The future 47 -acre West Meridian Regional Parlc will be located just %2 mile west of Millbrae Subdivision on Cherry Lane. Streets and Utilities All streets will be built to ACHD public street standards with 33' of pavement back -of -curb to back -of -curb, within a 47' wide right of way. White Birch Street will stub to the west to facilitate future development and connectivity. Due to intersection offset standards, ACHD will allow only one access along Black Cat Road. We have provided a paved access to Cherry Lane for emergency vehicles only. This emergency access will be 20' wide and have bollards to block non -emergency vehicles; however, this drive can be used for pedestrian and bike access to Cherry Lane. Sanitary sewer and water are available to the property. Pressurized irrigation will be provided to each property using the irrigation pond and pump located on Lot 5, Block 1. WHPacific Neighborhood Meeting A neighborhood meeting was held at Chaparral Elementary School on Monday, May 6, 2019, at 6 pm. An attendance list is included in our application package. Most of the questions concerned the schedule for development and traffic/speeds in the area. Millbrae Subdivision will be a great addition to the City of Meridian with a mix of much needed lot sizes and homes. Parks, schools and churches are close by and shopping, banking and medical services are about a mile away. We look forward to working with you through the approval process. Please do not hesitate to contact me if you have questions about the applications or the proposed project. Sincerely, ne Suggs ANNEXATION DESCRIPTION FOR MILLBRAE SUBDIVISION_( A parcel of land located in the SE 1/4 of the SE 1/4 of Section 4, T.3N., R.1W., B.M., Ada County, Idaho more particularly described as follows: feet; BEGINNING at the SE corner of said Section 4; thence along the South boundary line of said Section 4 North 89°17'17" West, 656.83 thence leaving said South boundary line North 00°37'45" East, 651.55 feet; thence South 89°26'20" East, 656.83 feet to a point on the East boundary line of said Section 4; thence along said East boundary South 00037'45" West, 653.28 feet to the REAL POINT OF BEGINNING, Containing 9.84 acres, more or less. 7729 70 0 0 qOF ��P�` _ G. C, 20 120 360 0 60 240 SCALE: 1" = 120' FIT JL S89'26'20"E 656.83' _ W. CHERRY LN. 1/4 S4 N89'17'17"W a _ _ _ _ _ W. CHERRY LN_ S9 1993.23' N89'17'17"W 656.83' LANs O GSR` CL 7729 G) *YlF OF �Y G. C P IDAHO 0055 "' EMERALD ST. BOISE, SURVEY08) 046-8570 09704 GROUP, LLC POINT OF BEGINNING EXHIBIT DRAWING FOR CITY OF MERIDIAN ANNEXATION MILLBRAE SUBDIVISION LOCATED IN THE CTM%FOMERIDIAN, Y4 4DAAHTHE SE O IDSECTION AO N„ RAW. B.M. 1/4 Q S4 I S3 W 10� QIP z I S4 S3 S9 S10 JOB NO. 13-059 SHEET NO. 1 DWG. DATE 5/13/2019 s89°26'20"e Millbrae Subdivision Annexation Closure Sheet 15/13/2019 Scale: 1 inch= 100 feet File: Tract 1: 9.8376 Acres (428525 Sq. Feet), Closure: n00.0000e 0,00 ft. (1/999999), Perimeter=2618 ft. 01 n89.1717w 656.83 02 n00.3745e 651.55 03 s89.2620e 656.83 04 s00.3745w 653.28 DESCRIPTION FOR MILLBRAE SUBDIVISION A parcel of land located in the SE 1/4 of the SE 1/4 of Section 4, T.3N., R.1W., B.M., Ada County, Idaho more particularly described as follows: Commencing at the SE corner of said Section 4 from which the S1/4 corner of said Section 4 bears North 89017'17" West, 2,650.06 feet; thence along the South boundary line of said Section 4 North 89017'17" West, 656.83 feet; thence leaving said South boundary line North 00°37'45" East, 40.23 feet to a point on the North right-of-way line of W. Cherry Lane, said point also being the REAL POINT OF BEGINNING; thence continuing North 00°37'45" East, 611.32 feet; thence South 89026'20" East, 631.83 feet to a point on the westerly right-of-way line of N. Black Cat Rd.; thence along said westerly right-of-way line the following 4 courses and distances: thence South 00°37'45" West, 198.18 feet; thence South 05015'26" West, 210.69 feet; thence South 00°37'45" West, 179.91 feet; thence South 28048'21" West, 33.97 feet to a point on the North right-of-way line of W. Cherry Lane; thence along said North right-of-way line the following 2 courses and distances: thence North 89014'13" West, 88.41 feet; thence North 88°43'25" West, 510.41 feet to the REAL POINT OF BEGINNING. Containing 8.79 acres, more or less. 7729 AFTER RECORDING RETURN TO: ADA COUNTY RECORDER J. DAVID NAVARRO 2 KENT AND NANCY BLEAK BOISE IDAHO 12109103 03:55 PM CHERRY LANE DEPUTY Kathy Ingraham ME III IIIIIIIIII�II'I'III'�'IIt�I`II I'll MERIDD IAN, IDAHO 83642 RECORDED -REQUEST OF I I Kent Bleak 103203085 AMOUNT 6.00 QUITCLAIM DEED GRANTOR: KENT M. BLEAK AND NANCY R. BLEAK, husband and wife. GRANTEE: KENT M. BLEAK AND NANCY R. BLEAK AS CO -TRUSTEES OF THE KENT & NANCY BLEAK TRUST UNDER TRUST AGREEMENT DATED NOVEMBER 6, 2003 AND HIS SUBSTITUTES AND SUCCESSORS AS TRUSTEE THEREUNDER. GRANTEE ADDRESS: 4920 W. CHERRY LANE, MERIDIAN, IDAHO 83642 DESCRIPTION OF REAL PROPERTY CONVEYED BY THIS DEED: Situated in the County of ADA, State of IDAHO The real estate more particularly described upon Exhibit "A" attached hereto and by this reference incorporated herein and made a part hereof. Subject to any encumbrances thereon. FOR VALUE RECEIVED, the above name Grantor does hereby convey, release, remise, and forever QUITCLAIM unto the above named Grantee, the real property above described together with the appurtenances. This deed is given for estate planning purposes to vest title to the property in a living trust established by Grantor, There is no value consideration in cash or property. / / /6 2003 KENT M. BLEAK N CY R. BL STATE OF IDAHO ) ) ss COUNTY OF CANYON } On this day of h%od F_ �.c3 F_ /r , aOo� before me, a Notary Public in and for said State, personally appeared KENT M. BLEAK AND NANCY R. BLEAK, known or identified to me to be the persons whose names are subscribed to the within ins=gnt and acknowledged to me that they executed the same. '0T AR �, •SZ �� otary c for State of ;� �� • Residing * r Comm. Expires: PUBtit ? O • �. CA > POOR copy EXHIBIT 'A' A parcel of land lying within the Southeast 1/4, Southeast 1/4, of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at the Section corner common to Sections 3, 4,:_ and 10, Township 3 North, Range 1 West, Boise Meridia. County, Idaho, from which the East one -sixteenth corm: aid Sections 4 and 9 bears North 89 degrees 36' 00 feet; thence FM�deqrees 17110" East along the section line common to said Sections 3 and .4 a distance of 526.35 feet to THE REAL POINT OF BEGINNING; thence Continue North 0 degrees 17110" East, 126.93 feet to a point; thence North 89 degrees 39120" West, 656.83 feet to a point; thence South 0 degrees 17110" West, 652.64 feet to a point on the VeCtion. , line common to said Sections 4 and 9; thence section line, 255.65 e 10 ' a5t 52'5 ..96 feet to a point; thence So'ut'h 89 degrees 39120" East, 401.18 feet to THE REAL POINT OF' BEGINNING . .. EXCEPT THE FOLLOWING DESCRIBED PARCEL: A parcel of land located in the Southeast Quarter of the Southeast Quarter of Section 4, Township 3 Borth, Range 1 West, Boise Meridian; more particularly described as follows: Commencing at the Southeast corner of said Southeast Quarter of the Southeast Qua-rtjaV. • thence North 0 degrees .:1:7.-'.:I-'Q'°`tai.t 526.35 feet along the Easterly boundary' -r southeast Quarter of Southeast Quarter' •tb•,?*.- �I�'I 'OF BEGINNING; thence continuing North 0 deVees 1.7''2.tfvi. " . t 126.93 feet to a point; thence North 89 degrees 461551" Wdit_656.83 feet (of record as North 89 degrees 39120" Welt on. Instrument No. 8763041) to a found half inch diameter iron pin; thence South'0 degrees 17110" West and parallel with the Easterly boundary of said Southeast Quarter of the Southeast �uarter 226.25 feet to a point; thence iaegrees 37152-! East --anA° parallel with the Southerly boundary. of said Southeast Quarter of the Southeast Quarter 255.55 feet to a point; thence North 0 degrees 171'10" East and parallel with the Easterly boundary of said Southeast Quarter of the Southeast Quarter 99.99 feet to a point; thence South 89 degrees 46155" East 401.18 feet (of record as South 89 degrees 39120" East on Instrument No. 8763042) to THE POINT OF BEGINNING. . •_.r ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 6.00 BOISE IDAHO 10106109 10:54 AM DEPUTY Gall III I""I'III'�I"II'�I�'I"I�II'�'II RECORDED— —REQUEST Of Pioneer Pioneer V u l 109114349 1872 S. Eagle Road / Meridian, Idaho 83642 / (208) 888-7230 307144 �ltti'j�K�j For Value Received QUITCLAIM DEED Kent M. Bleak and Nancy R. Bleak, Husband and Wife do hereby convey, release, remise and forever quit claim unto Kent M. Bleak and Nancy R. Bleak as Co -Trustees of the Kent & Nancy Bleak Trust under Trust Agreement Dated November 6, 2003 and their Substitutes and Successors as Trustees Thereunder whose address is 4920 W. Cherry Lane, Meridian, Idaho 83646 , the following described premises, to -wit: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF. together with their appurtenances. Dated: August 11, 2009 Kent M. Bleak Nancy R. Bleak STATE OF Idaho, County of Ada, ss. On this 12th day of August, in the year of 2009, before me Angela K. Albert, notary public personally appeared Kent M. Bleak and Nancy R. Bleak known or identified to me to be the persontpersons whose name is/are subscribed to the within instrument, and acknowledged tome at they executed the same. ''` t ' - '•• ; �', Ange Albert �... ' Notary Public of Idaho Residing at Boise, Idaho Commission expires: April 13, 2013 w EXHIBIT A I. t. A parcel of land located in the Southeast quarter of the Southeast quarter of Section 4, Township 3 North, Range l West, Boise Meridian: more particularly described as follows: Commencing at the Southeast comer of said Southeast quarter of the Southeast quarter; Thence North 0° 17' 10" East 526.35 feet along the Easterly boundary of said Southeast quarter of the Southeast quarter to the POINT OF BEGINNING; Thence continuing North 0° 17' 10" East 126.93 feet to a point; Thence North 89°46'55" West 656.83 feet (of record as North 89°39'20" West on Instrument No. 876304 1) to a found half inch diameter iron pin; Thence South 0° 1710" West and parallel with the Easterly boundary of said Southeast quarter of the Southeast quarter 226.25 feet to a point; Thence South 89°37'52" East a parallel with the Southerly boundary of said Southeast quarter of the Southeast quarter 255.65 feet to a point; Thence North 0° 1VI 0" East and parallel with the Easterly boundary of said Southeast quarter of the Southeast quarter 99.99 feet to a point; Thence South 89°46'55" East 401.18 feet (of record as South 89°39'20" East on Instrument No. 8763042) to the POINT OF BEGINNING. ACCOMMODATION ADA COUNTY RECORDER Christopher D. Rich 2016-033506 BOISE IDAHO Pgs=2 LISA BATT 04/21/2016 04:27 PM PIONEER TITLE CANYON - CALDWELL $13.00 PERSONAL REPRESENTATIVE'S DEED THIS PERSONAL REPRESENTATIVE'S DEED is made by SANDRA LOU LAW, as Personal Representative of the ESTATE OF BRENT IRWIN LAW ("Estate"), Grantor, to SANDY LOU LAW, also known as SANDY L. LAW, a widow, Grantee, whose current address is 4888 West Cherry Lane, Meridian, ID 83642. Grantor is the qualified Personal Representative of the Estate, filed as Case No. CV IE 1606981, in the Fourth Judicial District of the State of Idaho, in and for the County of Ada. FOR VALUABLE CONSIDERATION received, Grantor quitclaims, transfers, and conveys to Grantee the Estate's interest in the real property in Ada County, Idaho, more particularly described in Exhibit "A" attached hereto and by this reference incorporated herein. SUBJECT to taxes and assessments for the year 2016 and all subsequent years. EXECUTED this 0`1_0 Cy of April, 2016. SANDRA LOU LAW Personal Representative of the ESTATE OF BRENT IRWIN LAW STATE OF IDAHO ) SS. County of Canyon ) On this A0 d day of April, 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared SANDRA LOU LAW, known or sworn to me to be the Personal Representative of the ESTATE OF BRENT IRWIN LAW, whose name is subscribed to the foregoing instrument, and acknowledged to me that she executed the same as Personal Representative of said Estate. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and yeMj,#his certificate first above written. P. YDS"",y yooe~v���ooeeasooe�� ooeooe a o 'GXRY Q �5 e t ti 6P �Cd 10 o, oA ,o 'Op�f�A�r A TE ooR�00QRAiQQR9Q6G PERSONAL REPRESENTATIVE'S DEED - I s Notary Public for daho Residing at Meri an, Idaho My commission expires: 10/9/2021 00 Exhibit A A parcel of land in the Southeast quarter of the Southeast quarter of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at the section corner common to Sections 3, 4, 9 and 10, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, from which the East one -sixteenth corner common to said Sections 4 and 9 bears North 89°36' West, 1325.00 feet; thence North 0°17'10" East along the section line common to.said Sections 3 and 4, 526.35 feet to a point; thence North 89039'20" West 401.18- feet to a point; thence South 0°17'10" 525.96 feet to a point on the section line common to said Sections 4 and 9; thence South 89036' East along said section line, 401.18 feet to the Point of Beginning. Except ditch and road rights-of-way. Also except all that portion of said,property lying within the right of way of Black Cat Road and Cherry Lane deeded to the Ada County Highway District by Warranty Deed recorded August 19, 1994 as Instrument No. 94076576, records of Ada County, Idaho. AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Kent M. Bleak, Trustee, Kent & Nancy Bleak Trust 4920 W. Cherry Lane (name) (address) Meridian Idaho, 83642 (city) (state) being fust 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: Jane Suggs / WHPacific 2141 W. Airport Way, Suite 104, Boise, ID 83705 (name) (address) to submit the accompanying application(s) pertaining to that property. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). I Dated this day of A4 d , 2019 J!ij (53ec-O-L (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. Community Development a Planning Division a 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridi.uicil .or .L�lauuiinq `�J�-��;.•• iso �9>, �� (Notary Public for Idaho) Residing at:--Ad4-gLrdm Ni r UBO '.� cfT%-q- V 1 •'0 My Commission Expires: ' 09� Of l Community Development a Planning Division a 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridi.uicil .or .L�lauuiinq AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) graftcy R- 13 lge k l� iEstitK. Bte* Trustee, Kent & Nancy Bleak Trust 4920 W. Cherry Lane (name) (address) Meridian Idaho, 83642 (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: Jane Suggs / WHPacific 2141 W. Airport Way, Suite 104, Boise, ID 83705 (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 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 clay of MGL , 20 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. Community Development n Planning Division u 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancily.orUl)lanniib �-1 �.•''••�o,F`9� ��� (Notary Public for Idaho) I S Residing at: -Ad-t, _6-k&i4 II'lljw M. �, -:• 01�` My Commission Expires: og.Z26 AO,�z Community Development n Planning Division u 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancily.orUl)lanniib AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Sandy Lou Law , 4888 W. Cherry Lane (name) (address) Meridian Idaho, 83642 (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: Jane Suggs / WHPacific 2141 W. Airport Way, Suite 104, Boise, ID 83705 (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this _day of SUBSCRIBED AND SWORN to before me the day and year first above written. KURTIS K HAWKIINS NOTARY PUBLIC (Nota AMMKIPho) ------------ Residing at: 710 My Commission Expires: P - ;t C, t 3 . Community Development w Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridituicitv.csrc/planning ff landprrDATA Millbrae Subdivision Vicinity Map May 19, 2019 - IandproDATA.com The materials available at this website are for informational Scale: 1 inch aoorox 500 feet niirnncoe nnly nnr! r!n nni rnncfii-iito � lnnal rinriimnni CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Project/Subdivision Name: Black Cherry Date: 419119 Applicant(s)/Contact(s): Jane Suggs, Shawn Brownlee City Staff: Stephanie, Bill Denny,Ran Tom Stacy Joe Location: 4888 and 4920 W Cherry Lane Size of Property: 9.6 Comprehensive Plan FLUM Designation: LDR Existing Use: Undeveloped and rural SFR Existing Zoning: RUT Proposed Zoning: R-8 Proposed Use: SFR Surrounding Uses: North: church zoned L-0; South: W. Cherry Ln. (arterial) and rural SFR, zoned R-8; East: N. Black Cat Rd. (arterial) and SFR sub. zoned R-4; West: Cherry Lane Montessori, zoned RUT Street Buffer(s) and/or Land Use Buffer(s): 25 -feet to W. Cherry Ln. and N. Black Cat Rd. Open Space/Amenities/Pathways: 10 ft multi use pathway along Cherry and Black Cat Rd.: 10% open space req'd Access/Stub Streets: Stub proposed to west; two (2) access points proposed, one via Black Cat, one via Cherry Ln. Waterways/ Floodplain/Topography/Hazards: N/A History: NIA Additional Meeting Notes: - re uest Medium Densit FLUM desi nation to allow for R-8 If planning to request "step up" in density do so ASAP. Include reasoning/argument in narrative for application Will need to submit a Comp Plan FLU Map Amendment if not requesting a step up in density Will want stub to west to align with proposed Burlingame Sub or connect with future roadway within center parcel _ (S1204449100) Limit Cherry access point to emergency access only (coordinate design with Joe in Fire Dept. 208-489-0458) - Coordinate a pathway connection to Burlingame Subdivision to north improve upon useable open space for development Submit a qualified open space exhibit and amenity details with application - can use any existing wells on the site for seconda irrigation source Coordinate with Kim in Parks Dept regarding 10 -ft multi -use pathway (208-489-0553) Note: A Traffic Impact Study (TIS) will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays & expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments andlor 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 Agencies/Departments to Contact: ® Ada County Highway Dist. (ACHD) El Nampa Meridian Irrigation Dist. (NMID) [I Public Works Department ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic Services ❑ Police Department ® Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modification/Transfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat ® Annexation - $1,826 ❑ Final Plat ❑ Time Extension - Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment - Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment - Text ® Preliminary Plat - $2,104+$160+$25(# lots) ❑ Variance ❑ Conditional Use Permit ❑ Private Street ❑ Other Notes: 1) Applicants are required to hold a neighborhood meeting in accord with UDC 11 -5A -5C prior to submittal of an application requiring a public hearing (except for a vacation or short plat); and 2) All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11 -5A -5D.3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC andlor Comp Plan may affect your submittal andlor application. This pre -application meeting shall be valid for four (4) months. Millbrae Subdivision at 4888 and 4920 W. Cherry Lane Neighborhood Meeting Monday, May 6, 2018 6 p Name Address l . 5 L,#\. 2.'7 Email G(. co vvt 3. JoA e&k..�t4e� C . S►lye �� av\ Vok 5..11a 1� CHAEL .0 ('�A&Sa&j ($S5r tJ LACK C -AT tCa . �v►�c1na��daal¢Mpaarsan�g� G.�1. cows 6. 0�1 T �r i ('L Ing coyt 7. ��cvt� I-�� j L4g 2o V')� ` C"rrk,, k r(3-) 8. 9. 10. 11. 12. 13, 14. 15. 16. 17. 18. 19 20. COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11 -5A -5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. 7Ap?*nt/agent signatur Dat Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.orgiplannin Jane Suggs From: noreply@meridiancity.org Sent: Monday, May 20, 2019 4:49 PM To: Jane Suggs; tricks@meridiancity.org; rbeecroft@meridiancity.org Subject: Address Verification Complete Address verification is complete for record LDAV-2019-0314 Project: Millbrae Subdivision Parcel(s): 51204449160 Lot: null Block: null Subdivision: 3N 1W 04 S1204449142 Lot: null Block: null Subdivision: 3N 1W 04 S1204449204 Lot: null Block: null Subdivision: 3N 1W 04 Comments: Parcel Verification City of Meridian 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208-888-4433 www.meridiancity.org All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Jane Suggs From: Sub Name Mail <subnamemail@adacounty.id.gov> Sent: Thursday, May 2, 2019 9:27 AM To: Jane Suggs; Gregory Carter (gcarter@idahosurvey.com) Subject: Millbrae Subdivision Name Reservation May 2, 2019 Greg Carter, Idaho Survey Group Jane Suggs, WHPacific RE: Subdivision Name Reservation: MILLBRAE SUBDIVISION At your request, I will reserve the name Millbrae Subdivision for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of approval have not been met, in which case the name can be re -used by someone else. Sincerely, Jerry L. Hastings, PLS 5359 County Surveyor Deputy Clerk Recorder r Ada County Development Services k 200 W. Front St., Boise, ID 83702 k (208) 287-7912 office (208) 287-7909 fax E-mail:jhostings@ctdacounty.id.gov From: Jane Suggs [maiIto:iSuggs@whpacific.com] Sent: Tuesday, April 30, 2019 11:33 AM To: Sub Name Mail Cc: Cara Duskey Subject: New Subdivision in Meridian Hi SubNameMail, I am requesting a new subdivision name: Millbrae Subdivision Here are the details: 3N, 1W, Section 4 Parcel numbers: 51204449204, 51204449142, 51204449160 Surveyor: Greg Carter — Idaho Survey Group Developer: Trilogy Development Contact/Planner: Jane Suggs — WHPacific Thank you! Jane Jane Suggs I Planner WHPacific, Inc. 1 2141 W Airport Way, Suite 104, Boise, ID 83705 Jane Suggs From: Mindy Wallace <Mwallace@achdidaho.org> Sent: Monday, May 20, 2019 10:17 AM To: Jane Suggs Subject: RE: proposed Millbrae Subdivision in Meridian Hi Jane, A traffic impact study is not required for this application. Please let me know if you have any questions. Mindy Mindy Wallace, AICP Planner III Ada County Highway District 208-387-6178 From: Jane Suggs <JSuggs@whpacific.com> Sent: Monday, May 20, 2019 9:SS AM To: Mindy Wallace <Mwallace@achdidaho.org> Subject: proposed Millbrae Subdivision in Meridian [THIS EMAIL ORIGINATED EXTERNALLY. PLEASE USE CAUTION WHEN OPENING ATTACHMENTS OR LINKS INSIDE THIS EMAIL.] Hi Mindy, Attached is a vicinity map showing the proposed Millbrae Subdivision, in the NW corner of Black Cat Road and Cherry Lane. We are planning 41 SF detached home lots. Can you respond that a traffic study is not required for this application. Thank you, Jane Jane Suggs I Planner WHPacific, Inc. 1 2141 W Airport Way, Suite 104, Boise, ID 83705 Direct 208.275.8729 1 Mobile 208.602.6941 1 Fax 208.342.5353 1 jsuggs@whI2acific.com Enhance Client Satisfaction with Creative, Exceptional Service through Empowered Employees 999090G���DOoiB ago ��8�0��00980Dun 0o0o©0e 000 9090008 =- o RD. I!O®❑ �I�E� I I �II ' P ii I 1111 `og�a £P@ iI UH Dg 88a vv M4 YnR 3p �@ 55 A - -.-"4 o � �F$ 2> as 6 b� € =2 Eppg �'" A •'LaL= mglf= AB 5 o �£I_g ■p `�aSm B ---'¢- 8$�z�� g'g� Lp S8 3 agig 1st €SSI S • a 9€"� `n� 4eC 4Z"� YF2• �R§ $F1v ei3 p.5y ��o€c 4 5 y �a 4R e 9 p A s A yp A� Y�R4�'"gS+ Vie' S a 4 9arnuo RRELIMINARY RLAT I MILLBRAE SUBDIVISION TRILOGY DEVELOPMENT, INC alley Englneering, Inc. Cix�Emm�2moIPunn1KolCADD CONCEPTUAL ENGINEERING MI LL E3 RAE SU E3IZ—>I\/ ION TRILOGY DEVELOPMENT, INC r I�oo❑Iio �' g Iff11 nounnuou Dun amoulla. Xiley Engineering, Inc. a!«mn�Nolrumm�aicaoo BLOCK 1 1; = Q Q ® 5 © ,057 5.500 5.500 5300 5.500 5.5 0 1. 5.500 - 5,500 5$07 Millbrae Subdivision 1W za Open Space Exhibit 0 51204449251 ACK CAT RD. 1855N. BLACK CAT RD. JGAME IDAHO CONFERENCE OF VT IRS LLC SEVENTH—DAY ADVENTISTS INC TRUSTEE IDAHO POWER EASEMENT INST. NO. 8840676 BLOCK 1 1; = Q Q ® 5 © ,057 5.500 5.500 5300 5.500 5.5 0 1. 5.500 - 5,500 5$07 8,218 EMERGENCY ACCESS TO CHERRY LANE &O I, 657 991 SF / , 10 11 12 13 I = 14 O5.166 .500 5.500 5.500 dl( 5,1p{ 5,516 R P BLOCK 2 5.]52 N, 21 5,500 R 1W za � s.s6a e ua' U /r0 © © �fI o ,✓/✓I�✓� �/° J Ogg BEN HMARKI %�,/ �I .,/f f %`moi` /r ✓,�/� //�%�, f f f�//..� �/J `=E DR. -- 8,218 EMERGENCY ACCESS TO CHERRY LANE &O I, 657 991 SF / , 10 11 12 13 I = 14 O5.166 .500 5.500 5.500 dl( 5,1p{ 5,516 R P BLOCK 2 5.]52 N, 21 5,500 R 1W za � s.s6a N ua' U 5'ws 11,3 6R .... .... .._...................... _................................................................................................................................................... I................................. BASIS OF BEARING �.,.,...,,, .................._..................................................................................................................................................................................................... S.4 .......... ------- -- 256.6s _-- W. CHERRY LANE-� -- N89'17' 7-W 2850.06' ___—_-- — 4o,.,a GOV31oNwWIdION1x 10M3IWO ONI '1N3Wd0-13/ 3❑ koo11H-L Nd�d 3dt��SONd3 ),dVNIWI'13dJ "• `" m IV-ld aul'Supaaufflu3dap QJ ,. a ; .... Z< ± F 6H ��� �P MIN l s s Nog h- X32 ;3 IT ....... ... ad 1VODVlS 'N / ----- Mw Oft — - Z N0078 - - m / wind 'N I XII - I; xN0078 x 3t — x II III l x £ � � ' Illallf x ji��I.I • 8� a id 0 SIII I.i x 2 4~ x I III !�- Y § C x ' '30` 3A0O lV1SJ,W N to sg, O N0078 pQy315nwevyl5wn vMu31up '.. Y ¢. _ N (D I S I /\ I Q 8 n S3 �/ b H I W LJ •aui' UPOOVU3A811 NVId 3dVOSONV-I 1V-ld ),2IVNIW1-13ad ea a � FO <mW pV6 <� jy a° 6Sm f iu 6 LLO oci� 1~LI 8 �w�� ��9�ogw �W� wa°��<� -,S 1 i° ks °i ��< s° x ° <�<°LL�zgNz o, �o �ym"�����ir ci�',���� MqU Z s �maom w� AA.- _ - - aN lvo NON-10N — - — _ In \ li 'AAV VYJfId 'N j _ -- --_— litI Illi li s a7 sIm I V.A ` CC = —� — w� --ly l\ II , I 1 a -fig-i r � x\ III III 1 I i fi� *_ t3AOO �V1S SND N 1, •, �,_ \ \r > o J \ zzU A A — N0079 O 3Ntll Y9tlf3k N3M3JY1 �� 1 / A2MOM OpL6I64460Z1S �Nt "1N�Wd0'-13 h34 A�O-1i2�1 OatYJIONWNMdIONWiiNI'lNj lla� N O I S I /� t 4» fl S � `V �3 8 -1-1 1 W a •sui �u�iaau�Au3�(ap � .. Re€ .n_3 a ud Nflld 3dVOS4NVd lb ld J8F/NIW1-138dr d m P vul 01 0 o ow ON H11 vpa �< a m pugs 5��w I in@rcssR � ticW j in;TIN win win o u� `ot O g n , g m �_ri �l a��j6 oo Y H 1W r - Min 8psa w°='" top 10all fill 1 'o � < y11P 118_ ° I Rei }° list Nil N � 4$omAM Ism" LL w �s mmmmm 2222_ mm m" mmmmmm mmmmmmmm�mm m N UU G<' <� UUUUU° �_< ' 9 JUY, �Ud�U°U�mU°Uma°°UmU°UU. 'U Umd mmm�rvn �bnnmmn z U 'm m `s A z z SIR Q � � of ° <, _ lug id �,10 < Sm w�=� ism i p�� _ Pooµ`&�� e'0<:O S� ng- --- 1011111"" xIN m_ m� 5ms�a> 11--'A1 NOR Hui IN �� ods` �� ��omm�m HOW �<ms < 11a�ow°(g I!_�°n z ig�_ 9 y��G� i ���� ± Siow mz �` �'°_fm1_w2 mem.w° m��ix "p=� m ° �wmio�w9°p�`-°O�mS�°�'a�ww $ <� si ski z LL<�#$� <`���S�Iarco��°�s1° tau' d m P vul 01 0 o ow ON H11 vpa �< a m pugs 5��w I in@rcssR � ticW j in;TIN win win o u� `ot O g n , g m �_ri �l a��j6 oo Y H 1W r - Min 8psa w°='" top 10all fill 1 'o � < y11P 118_ ° I Rei }° list Nil N � 4$omAM Ism" OI z U 'm m `s A z z J Q � � w lot of i _ m_ m� J ; �� - J OI U m `s A z z J Q � � w i i 1�K i�✓' II. d .. 1.- .•� Bbl liF. .+S `w .. •_, 1: m f =A hU1.1,1110 o "Its jell iva NMI .1 or XS1 TE CONSULTING, LLC Trilogy Development Mr. Shawn Brownlee 9839 West Cable Car Street, #101 Boise, Idaho 83709 Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 Re: Geotechnical Recommendation Report Blackcat Road and Cherry Lane Property Meridian, Idaho 83642 May 7, 2019 File #19196-A Page 1 of 27 Shawn: As per your authorization, this consultant has prepared the following Geotechnical Evaluation & Recommendation Report for your proposed residential subdivision to be constructed on the northwest corner of Blackcat Road and Cherry Lane in Meridian, Idaho. Based on the results of our investigation and evaluation, we believe the property is acceptable, from a geotechnical perspective, for the proposed subdivision. Please see the following executive summary for our recommendations and items of concern. The construction and civil engineering recommendations presented within this report are to be incorporated into the project plans and specifications and adhered to during design and construction. Recommendations are provided for the design and construction of earthwork, foundations, slab on grade concrete, flexible pavements, storm water disposal and inspection and compaction testing requirements. We appreciate this opportunity to be of service and we look forward to working with you during the design and construction of this project. Should you have any questions or require additional information, please contact our office at your convenience. Respectfully submitted; Bob J. Arnold, PE SITE Consulting, \F OF Geotechnical Services / Soil Test/ng & Inspection Services SITE CONSULTING, LLC EXECUTIVE SUMMARY Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 • Groundwater was NOT encountered in any of our onsite test pits excavated to depths of 10-12 feet deep the first week of April 2019. • Four well logs for the subject and nearby properties from the IDWR website indicate the groundwater in this vicinity is 5 to 10 feet deep. One onsite well log indicates 5' to static groundwater. Deep wells may indicate a higher static water level due to artesian pressure. • No clay soil of concern was observed or sampled on the property. Clay of concern would be a fat clay with the potential for large volume changes based upon moisture content. • Bedrock was not encountered in test pits that extended up to 12 feet deep. Well logs for the subject property obtained from IDWR indicate that no bedrock is present. • Normal foundation construction is anticipated for residential construction. Crawlspaces and basements are acceptable. • An R -Value test resulted in reducing the pavement section for interior, residential streets within this development. Pavement section are provided for Traffic Indexes of T1=6 and T1=8. It is to be confirmed with ACHD that these values are acceptable for all new street and improvements to Blackcat road and Cherry Lane. • Two percolation tests performed at the contact depth of the native sand and gravel stratum resulted in a recommend design perc rate of P=2.0 inches/hour. Percolation rate is to be confirmed at the point of injection at the time of construction. • Monthly groundwater monitoring is recommended. If groundwater appears in the installed wells, the project surveyor will be contacted to provide well casing elevations for future groundwater reports. Geotechnical Services / Soll Testing & Inspectlon Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC INTRODUCTION PURPOSE AND SCOPE This report presents the results of a Geotechnical Evaluation performed for a proposed residential subdivision to be constructed on three parcels on northwest corner of West Cherry Lane and North Blackcat Road in Meridian, Idaho. Parcel information is as follows: # Ada County # Address Acres 1 S 1204449142 4920 West Cherry Lane 2.49 2 S 1204449160 4920 West Cherry Lane 2.50 3 S 1204449204 4888 West Cherry Lane 4.63 TOTAL ACRES 9.6 According to the preliminary plat, access to the property will be gained from both Blackcat Road and Cherry Lane. Improvements to right of ways are anticipated. The purpose of this investigation was to evaluate the subsurface soil conditions and provide recommendations for building foundations and civil construction. The field investigation included subsurface exploration by means of a rubber tire mounted backhoe operated by an independent contractor. During excavation of the test pits, logs were generated, and soil samples were gathered. Soil samples were returned to our in- house soil laboratory for testing. After the field investigation and laboratory testing was completed, all available field and laboratory test data was reviewed, the provided design information was evaluated, and this report was prepared. This report summarizes our findings and recommendations regarding the geotechnical aspects of the project. AUTHORIZATION E-mail authorization to proceed with this geotechnical investigation was received from the client on March 3, 2019. Staking and excavation was delayed until a civil deign was developed. Authorization to proceed and the use of the recommendations provided herein indicate the client's acceptance of the scope of work, warranty, limitations, and M general conditions provided herein and within the submitted proposal. Geotechnical Services / Soll Testing & Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmaii.com - 208-440-6276 CONSULTING, LLC RESEARCH & BACKGROUND GENERAL There are two homes and numerous outbuildings on the subject property. Historical aerial photos, back to 1992 do not reveal other historical structures other than the known single-family residences and related outbuilding now present. Ada County records indicate at least one basement is present and IDWR logs confirm wells are also present on the property. The undeveloped portion of the property is farmland or pastureland. It is to be confirmed at the time of subdivision construction that all foundation and slab on grade concrete was removed during demolition and that the resulting excavations were properly backfilled with structural fill. FIELD INVESTIGATION Six test pits were advanced to depths of approximately 10 or 12 feet below the existing ground surface. Sloughing soils prevented deeper exploration. During excavation, samples were recovered from the spoil piles as excavation was performed. These samples were sealed in plastic bags, labeled, and returned to the laboratory for evaluation and analysis. In the laboratory, sieve analysis (ASTM Test Method C136-93), Moisture Content (ASTM Test Method 2216-92) and Liquid Limit, Plastic Limit and Plasticity Index (ASTM Test Method D 4318-93) testing were performed on selected samples. Tests were performed in general accordance with the cited ASTM test methods. All test results are included in the Test Pit Logs located in the Appendix. Geotechnical Services / Soil Testing & /nspectlon Services SITE CONSULTING, LLC OBSERVED CONDITIONS Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 Most of the test pits were similar with approximately one foot of organic topsoil consisting of sandy silt & / or lean clay. This soil is atop a sandy silt or silty sand, that in some, but not all, test pits was weakly cemented. This layer varies in depth but extends to gravel contact at three to seven feet deep. In test pits TP -3 & TP -6 the sand and gravel is very silty in the upper ten feet. The other four test pits were cleaner pitrun type materials. No groundwater was encountered in any of our 10 -12 -foot -deep test pits. Since groundwater was not encountered, well logs for the subject and nearby properties were researched. The Idaho Department of Water Resources website provided the four well logs included in the Appendix. These logs indicate the static groundwater is 5-10 feet deep on and near the subject property. Deeper artesian pressure may result in higher static water levels than actually exist at shallower depth. Ln v a Geotechnical Services / Soll Testing & lnspectlon Services SITE Post Office Box 190537 - Boise, Idaho 83719 CONSULTING, LLC site.consulting.idaho@gmail.com - 208-440-6276 DESIGN & CONSTRUCTION RECOMMENDATIONS General Earthwork All native soils that are free of organic matter and expansive clays can be used as fill. After proper grubbing, the native lean clay, silt, and silty sand or sandy silt, soils can be utilized as structural fill to fill residential lots. Removal of the majority of the organic materials will require grubbing of 4-6 inches of surface soils. This is required in all areas to receive structural fill. Deeper excavation may be required along irrigation ditches and where large trees, bushes, and soft wet areas are present. The depth of grubbing is to be confirmed during construction to ensure that organic materials are properly removed from beneath future pavements and structural fills. Inspection by the project geotechnical engineer should confirm that all organic material and demolition debris is removed. Inspection must confirm complete removal of demolished structures including basement floors. If construction is to occur during wet weather or wet surface soil conditions, low- pressure, (tracked), construction equipment is recommended. Rutting caused by the contactor using rubber -tired equipment on a wet subgrade can be expected and should be repaired at contractor expense. This information is to be supplied to earthwork contractors prior to construction. Structural fills less than three feet deep are to be compacted to 95 % of the maximum dry density by ASTM D698, Standard Proctor. For deeper fills, such as ditch backfill, basement backfill, and fill intended to contain rerouted irrigation canals, ditches, or storm water runoff, fill materials are to be compacted to 100 % of the Standard Proctor maximum dry density. If structural fill is to be placed on residential lots or building pads, the fill is to extend laterally outside foundations a distance equal to the depth of structural fill. Compaction testing to confirm proper compaction is recommended. Visual inspection is also required to confirm stability and the lack of soft, deflecting, or rutting areas. Fill can pass compaction tests and still be rejected if it fails visual inspection. Geotechnical Services / Soll Testing & /nspectlon Services SITE CONSULTING, LLC Excavations Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 Shallow excavations and trenches that do not exceed four feet in depth may be constructed with side slopes approaching vertical. Below this depth it is recommended that slopes not exceed a vertical to horizontal ratio of one to one. The ability of soils to maintain a vertical or near vertical slope over any extended period can be quite variable. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, state, and federal requirements. Pavement Section R -Value samples were gathered, and a single sample selected for testing. The specialty soils lab reported an R -Value of greater than R=25, the maximum value SITE recommends for design on residential projects. Pavement sections were calculated based upon an R -Value of R=25 and Traffic indexes of TI=6 and T1=8. The results are shown in the table below. Materials meeting the requirements of ISPWC & ACHD are required for all work within this project. Location TI=6 TI=8 HMA 2.5" 3.0" V Base 4.0" 4.0" Subbase 10.0" 12.0" Storm Water Sand and gravel material were present at depths greater than eight feet deep in all six test pits. Percolation testing was performed at the contact with the sand / gravel layer. Based upon these results a percolation rate of P=2 in/hr. is to be recommended for design of facilities that extend six feet below the existing ground surface. Confirmation of perc rate at the time of construction by field testing is recommended. Geotechnical Services / Soll Testing & lnspectlon Services SITE /CONSULTING, LLC Residential Foundation System Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 The proposed single-family residential structures may be supported on conventional, continuous, and isolated pad foundations founded upon the native soils or upon structural fill extending to these soils. Based upon proper placement and compaction of structural fill, bearing pressures of up to 1500 psf are allowed for foundations founded on the native soils or upon properly placed and compacted structural fill. Either crawlspaces or slab on grade floors are acceptable but slab on grade floors will eliminate the possibility of water accumulating in crawlspaces. Basements may be feasible but will require a lot specific geotechnical evaluation. If clay soil, wet soil, or deflecting soil is present at the foundation support elevation a geotechnical engineer should be retained for site specific recommendations. Foundation drains are required within this development. Roof runoff is not to route through foundation drains. Foundation embedment depth is to be at least 24 inches below outside adjacent grade. Foundations that are outside crawlspaces are to be sealed / waterproofed with brush or spray on foundation mastic. No basement is allowed without lot specific geotechnical/groundwater study. Slab on Grade Concrete Care must be taken so that all excavations below both interior and exterior slab on grade concrete are properly backfilled in accordance with the structural fill recommendations. Trenches and wall backfill areas are to be filled in lifts and benched each lift so that fill is not placed against a vertical soil face greater than three feet tall. Testing is to confirm that compaction has been achieved. Areas of excessive yielding should be excavated and backfilled with structural fill. Any fill used to increase the elevation of slab on grade concrete should meet the requirement for structural fill. Concrete pavements should be placed atop a mat of at least six inches of granular structural fill materials. Mat material should all pass a 3/4 -inch sieve and should contain less than seven percent passing the # 200 sieve. The mat shall be compacted to the requirement for structural fill. Geotechnical Services / Soil Testing & Inspection Services co v SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC Underground Utilities It is not anticipated that large excavators or small backhoes will experience any difficulties excavating the onsite materials encountered on the property. No bedrock formation was encountered on the subject property. Well logs from IDWR indicate the high static water level may be as high as five feet below the existing ground surface. Contractors may use the onsite monitoring wells to assess the groundwater prior to proposing on or beginning constructions. Wells are to be protested during construction and can only be removed with permission from the client and SITE. Inspection & Testing A qualified engineer or his representative should monitor fill placement to ensure the work is performed in accordance with these recommendations. For mass filling, field nuclear moisture - density testing shall be performed on each lift of compacted fill, one each filled residential lot or building pad. Trench backfill and right of ways are to be tested to ACHD and / or ISPWC requirements. It is noted that structural fill can pass compaction tests and still be unacceptable if pumping, rutting, or deflecting under vehicle or foot traffic. Contractor Inspections This report has been prepared with the intent to provide specific design information to the developer and the civil engineering consultant. It is not intended to act as any contractors "Due Diligence" or subsurface inspection prior to estimating construction costs or actual construction. ON a Geotechnical Services / Soll Testing & Inspection Services SITE CONSULTING, LLC General Comments Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmai1.com - 208-440-6276 After the plans and specifications for construction are completed, it is recommended that this consultant be provided the opportunity to review the final design and specifications. This review will confirm that the earthwork recommendations have been properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. This review is a part of this service and will not result in additional invoicing unless additional research and recommendations are needed. Testing and inspection services are recommended herein. Proper quality control during construction is required to confirm materials and methods and thereby obtain a desirable finished product. Monitoring and testing should also be performed to verify suitability of materials used for structural fills and to confirm proper demolition, subgrade grubbing, subgrade stability, and proper placement and compaction of fills. Any deviations from the herein described subsurface conditions must be brought to the attention of this consultant. This report has been prepared for the exclusive use of the client and their retained design consultants. Findings and recommendations within this report are for specific application to the proposed construction described herein and apply only to the property identified. Client may duplicate this report as needed or additional copies will be provided upon proper client authorization. Appendix Follows Geotechnical Services / Soll TestJng & Jnspectlon Services 0 SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmaii.com - 208-440-6276 Client Supplied Preliminary Plat Aerial Photo - Test Pit Locations Test Pit Logs (6) Soil Log Legend Abbreviations & Acronyms Calculated Pavement Sections (2) Subcontracted R -Value Result Adjacent Groundwater Well Logs (4) Geotechnical Services / Soil Testing & Inspection Services SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CLIENT SUPPLIED PRELIMINARY PLAT By Bailey Engineering Geotechnical Services / Soil Testing & Inspection Services Z SITEPost Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 NSULTING, LLC AERIAL PHOTO Approximate Test Pit Locations AAA North AAA From Google Earth M r --i Geotechnical Services / Soll Testing & Inspection Services ZSITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC TEST PIT LOG Test Pit: TP -1 File #: 19196-A Client: Trilogy Development Date Excavated: 04/05/2019 Project: 4888 W. Cherry Lane Excavated By: Wood Brothers Location: N 43 37 10.3, W 116 27 20.4 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 1/2" 3/8" 1 # 4 #10 1 # 40 # 100 #200 1 %M LL PI 0.0-1.0 Brown, Moist, Firm, Sticky, Sand, Clay & Silt With Root Zone / Organic Layer 6-8" 1.0-4.0 ' Brown/Tan, Moist, Firm, Cemented, Sand, Silt 4.0-6.0 Red/Tan, Moist, Firm, Sand & Gravel with Silt 6.0-8.0 Red/Tan, Moist, Firm, Sand & Gravel with Cobble 8.0-10.0 Tan/White, Moist, Firm, Sand, Gravel & Cobble 10.0 Bottom of Excavation @ 10.0 Sluffing prevented additional depth of Excavation No Ground Water Encountered Monitoring Well installed PERC TEST RESULT Location At TP -1 Size 10'xTx5.5'D Start 10:55 am — 42.0" End 3:00 pm — 58.0" Perc Rate 16/4.08 = 3.8"/Hr. Design Recommendation 3.0 In./Hr. Geotechnical Services / Soll Testing & lnspectlon Services Z SITESULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 N TEST PIT LOG Test Pit: TP -2 File #: 19196-A Client: Trilogy Development Date Excavated: 04/05/2019 Project: 4888 W. Cherry Lane Excavated By: Wood Brothers Location: N 43 37 13.1, W 116 27 21.2 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.D'' 314" 112" 1 3/8" 1 # 4 1 # 10 1 # 40 # 100 '< #200 %M LL PI 0.0-1.0 Brown, Moist, Firm, Sandy, Clay & Silt With Root Zone / Organic Layer 6-8" 1.0-2.0 Brown/Tan, Moist, Firm, Sand & Silt with gravel 2.0-3.0 Tan, Moist, Firm, Cemented, Sand & Silt 3.0-6.0 Brown/Tan, Moist, Firm, Sand, Gravel with Silt 6.0-12.0 Red/Tan, Moist, Firm, Sand & Gravel, with cobble 12.0 Bottom of Excavation @ 12.0 Sluffing prevented additional depth of Excavation No Ground Water Encountered Monitoring Well Installed U-) Geotechnical Services / Soil Testing & Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmai1.com - 208-440-6276 CONSULTING, LLC TEST PIT LOG Test Pit: TP -3 File #: 19196-A Client: Trilogy Development Date Excavated: 04/05/2019 Project: 4888 W. Cherry Lane Excavated By: Wood Brothers Location: N 43 37 14.6, W 116 27 18.4 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 1/2" 1 3/8" 1 #4 #10 1 #40 #100 `' #200 r1 %M LL PI `- 0.0-1.0 Brown, Moist, Firm, Sand, Clay & Silt With Root Zone / Organic Layer 6-8" 1.0-3.0 Brown/Red, Moist, Firm, Sand, Gravel, Silt «R', 3.0-4.0 Brown/Tan, Moist, Firm, Cemented, Sand &Silt 4.0-5.0 Brown/Red, Moist, Firm, Sand & Gravel with Silt 5.0-6.0 Brown/Tan, Moist, Firm, Sand & Silt 6.0-10.0 Brown/Red, Moist, Firm, Silty, Sand & Gravel 10.0 Bottom of Excavation @ 10.0 Sluffing prevented additional depth of Excavation No Ground Water Encountered Monitoring Well Installed PERC TEST RESULT Location At TP -3 Size 10'xTx6.0'D Start 11:40 am — 40.0" End 5:20 pm — 52.0" Perc Rate 12/4.67 = 2.6"/Hr. Design Recommendation 2.0 In./Hr. P Geotechnical Services / Soll Testing & lnspectlon Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 XSULTING, LLC TEST PIT LOG Test Pit: TP -4 File #: 19196-A Client: Trilogy Development Date Excavated: 04/05/2019 Project: 4888 W. Cherry Lane Excavated By: Wood Brothers Location: N 43 37 14.6, W 116 27 14.5 Logged By: J. Meusch, PM- SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1/2" 3/8" 1 # 4 # 10 # 40 # 100 #200 %M ' LL PI 0.0-1.0 Brown, Moist, Firm, Sandy Clay & Silt With Root Zone / Organic Layer 6-8" 1.0-3.0 Brown/Tan, Moist, Firm, Silty SAND (SM) 20 100 97 1 78 59 40 31 24.9 21.6 NP NP' 3.0-4.0 Tan, Firm, Weakly Cemented, Sandy, Silt 4.0-7.0 Brown/Tan, Moist, Firm, Sand & Silt 7.0-10.0 Red/Tan, Moist, Firm, Sand, Gravel, Silt & Cobble 10.0-12.0 Brown/Tan, Moist, Firm, Sand, Gravel, Cobble 12.0 Bottom of Excavation @ 12.0 Sluff ing prevented additional depth of Excavation No Ground Water Encountered Monitoring Well Installed Geotechnical Services / Soil Testing & Inspectlon Services Z SITEPost Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 SULTING, LLC TEST PIT LOG Test Pit: TP -5 File #: 19196-A Client: Trilogy Development Date Excavated: 04/05/2019 Project: 4888 W. Cherry Lane Excavated By: Wood Brothers Location: N 43 37 12.9, W 116 27 15.5 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 1/2" 1 318" 1 #4 #10 1 #40 #100 #200 %M L<_ PI 0.0-1.0 Brown, Moist, Firm, Sand, Clay, Silt With Root Zone / Organic Layer 6-8" 1.0-5.0 Brown/Tan, Moist, Firm, Silty SAND (SM) with fine gravel 30 100 981 92 188 66 47 1 32 24 19.1 22.6 NP NP 5.0-7.0 Brown/Tan, Moist, Firm, Sand & Silt 7.0-9.0 ist, Firm, Sand, Gravel, Silt 9.0-10.0' ist, Firm, Silty, Sand & Gravel with cobble %" kBottom 95100 98 80 63 47 30 25.5 23.2 NP NP 10.0-12.0 ist, Firm, Sand, Gravel, Cobble 12.0 xcavation @ 12.0 Sffng prevented additional depth of Excavation No Ground Water Encountered Monitoring Well Installed Geotechnical Services / Sol/ Testing & /nspectlon Services SITE Z/ CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 TEST PIT LOG Test Pit: TP -6 File #: 19196-A Client: Trilogy Development Date Excavated: 04/05/2019 Project: 4888 W. Cherry Lane Excavated By: Wood Brothers Location: N 43 37 11.5, W 116 27 15.9 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 112" 318" 1 #4 #10 #40 #100 #200 1 %M I LL PI 0.0-1.0 Brown, Moist, Firm, Sand, Clay, Silt With Root Zone / Organic Layer 6-8" 1.0-2.0 Brown/Tan, Moist, Firm, Cemented, Sand & Silt 2.0-4.0 Brown/Tan, Moist, Firm, Silty, SAND (SM) -1 3.0 100-T-96 85 1 82 53 38 29 19.1 25.8 NP NP 4.0-6.0 Brown/Tan, Moist, Firm, SAND (SP or SW) 50 1 100 1 89 1 67 1 46 31 16 10 6.5 20.4 NP ' NP 6.0-12.0 Red/Tan, Moist, Firm, Sand & Gravel with silt & cobble (sample scalped on 1/2") 7.0 1 1 100 1 95 1 91 1 88 1 77 47 22.7 13.6 NP NP 12.0 Bottom of Excavation @ 12.0 Sluffing prevented additional depth of Excavation No Ground Water Encountered Monitoring Well Installed V a Geotechnical Services / Soll Testing & Inspection Services S SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC SOIL LOG LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES) MAJOR DIVISIONS TYPICAL DESCRIPTIONS ACHD Ada County Highway District ASTM American Society for Testing and Materials wen -graded ravel, ravel -sand mixture, little or no fines. International Building Code GRAVEL & [7�117_3711 GPJr—Poorly-graded ravel, ravel sand mixture, little or no fines Idaho Transportation Department GRAVELLY SOILS 5-12% #200 GM Silt ravel, ravel -sand -silt mixtures COARSE <50% #4 1>12%-#200 GC Clayey ravel, gravel-sand-claymixtures GRAINED SOILS < 5% - #200 SW Well -graded sand, gravelly sand little or no fines. < 50% - #200 1 1 Irs—P-11Poorl - raded sand, gravelly sand, little or no fines SAND & SANDY SOILS >12% - #200 IFS—M-11 Silty sand, sand -silt mixtures > 50% - # 4 IFS-C—JFC—layeysand, sand -clay mixtures INORGANIC Inorganic silt and very fine sand, rock flour, silty or clayey [f]j fine sand or clayey silt with slight plasticity SILTS AND IMI Lean clay -low to medium plasticity, gravelly clay, sandy CLAYS clay, silty clay ° LL < 50% FINE ORGANIC __J OL Organic silt and organic silt clayof low plasticity GRAINED SOILS SILTS AND MH Elastic silt, micaceous or diatomaceous fine sand or silty > 50% #200 CLAYS 1=rC soil. LL > 50%H Fat cla - high plasticity ORGANIC OH Organic clay-med. or high plasticity: organic silt HIGHLY ORGANIC SOILS —IFFT-11 Peat, humus, swamp soil with high organic content ABBREVIATIONS & ACRONYMS 1 AASHTO 11 American Association of State Highway & Transportation Officials ACHD Ada County Highway District ASTM American Society for Testing and Materials IBC International Building Code ISPWC Idaho Standard for Public Works Construction ITD. Idaho Transportation Department NP Non -Plastic PCC Cement Concrete PCF Pounds per Cubic Foot TP Test Pit USCS Unified Soil Classification System %M Percent Moisture V Geotechnical Services / Soil Testing & Inspection Services SITEPost Office Box 190537 - Boise, Idaho 83719 SITE site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC CALCULATED PAVEMENT SECTION DESIGN SECTION CALCULATIONS (ACRD R -Value Method) Project: Blackcat & Cherry Lane File No.: 19196-A Meridian, Idaho Calc By: B. Arnold Client: Trilogy Development Date: 05/07/19 Design Thickness Equation: T = 0.0032 (TI) (100-R)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 6 by ACHD GE = Gravel Equivalent R = R -Value = 25 by R -Value GE= 17.8 Inches ACHD ACP 3/4" Road Base and Agqreqate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 2.5 Inches ACE= 5.0 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE= 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 8.4 Inches CALCULATED DESIGN SECTION ACRD Asphaltic Concrete= 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 8.4 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 10.0 inches N Geotechnical Servfces / Soll Testing & Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC CALCULATED PAVEMENT SECTION DESIGN SECTION CALCULATIONS (ACHD R -Value Method) Project: Blackcat & Cherry Lane File No.: 19196-A Meridian, Idaho Calc By: B. Arnold Client: Trilogy Development Date: 05/07/19 Design Thickness Equation: T = 0.0032 (TI) (100-R)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 8 By Agency GE = Gravel Equivalent R = R -Value = 25 By R -Value GE= 23.5 Inches ACHD ACP 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 3.0 Inches ACE 7.5 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE=, 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 11.6 Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 3.0 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 11.6 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 3.0 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 12.0 inches 6 Geotechnical Services / Soil Testings & Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC Engineering Inc. 10Pavement - Redd;ng - San Luis C i -To Cattrans' 1AtiRL 1 QC • QA RESISTANCE (R) VALUE TEST ASTM D 2844 Laboratory No.: L190448 0 0 22 Project No.: 190027 25.9 Sample Date: NA Report Date: April 24, 2019 Client: Site Consulting LLC Project Name: 2019 Laboratory Testing Sample Description: Brown Sandy Clayey Gravel Sample Location: 19196 Black Cat & Cherry. TP -3 #1 100 90 80 v 70 60 .� 50 40 B 30 20 10 0 800 700 600 500 400 300 200 100 0 Exudation Pressure (P.S.I.) —Resistance Value Test —300 P.S.I. Specimen No. 7 8 9 Moisture Content % 25.9 27.5 24.7 Dry ensity PCF 85.9 85.3 88.6 Resistance Value R 72 71 76 Exudation Pressure PSI 291 119 541 Expansion RESISTANCE VALUE AT 300 P.S.I. 73 ,x, Reviewed By: Brandon Rodebaugh f +rJ R K Materials Engineer ro a Ceotechnica/Services / Soil Testing & Inspection Serv ices Pressure 0 0 22 As Received Moisture Concent % 25.9 ro a Ceotechnica/Services / Soil Testing & Inspection Serv ices J'T` Post Office Box 190537 - Boise, Idaho 83719 G site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC ADJACENT GROUNDWATER WELLS SLc� Pw� IDAHO DEPARTMENT OF WATER RESOURCES Use To ewriter % WELL DRILLER'S REPORT Tla&TYX 1. DRILLING PERMIT NO. 63 _ 94 _ W- 0761. 000 11. WELL TESTS: OtheriDWRNo. els n onsee rc_,ii—seiv>^aS_aboVe' -fXJ ❑Pump Seiler L3 Air OFbwing Artesian 2. OWNER: Name Brent Law Address--gCYr n: y ,r� Fn T7t 47 t hr Hera nn City__._._.. 3. LOCATION OF WELL by legal description: Sketch map acallun must agree with written location. N Tw,. 3 Nont* or South ❑ w eRge. 1 East ❑ or WovXX sec. 4 ;_Siff 114 S/F —1/4 -,-1/4 Govt Lot.__ cour°i yic s Address of WOO silo_ r e�000�i,yE_n_ LL_. _— Blk.____ Sub. Name ---7arcert-$202_- 4. PROPOSED USE: Doma6tle :j Municipal 0Monitor ❑Imitation ❑Thermal 0In*Wn ❑Daar_ _ 5. TYPE OF WORK L1 New Watt 0 ModYy or Repair 6 Veg!aoarrAru L1Abandonment 6. DRILL METHOD 0 Mud Rotary ❑ Air Rotary L&bta ❑ Other, 7. SEALING PROCEDURES ST'"IMTER I AW.W reTrao Me." flan To 25 50� Wes driva shop usedT Y41,10 toni'tR'g= Was drive shoe -said lost 'd? Ytl�tlit 6. CASINQILINER: XX o-aflrmr Fane To waw cs. s s e wades Tn.,df.d XX XXX ❑ Len()th of Neadpipe Length or Ta 9. PERFORATIONSISCREENS� O Perforations Method _ Rkaocos Screen Type3ohnsos F� o ❑ 10. STATIC WATER LEVEL OR ARTESIAN PRESSURE: _._.5' 'N.babwgrourul'.: Artesian pressure —lb. Depth Itow encounterod it. Dosenbo access port or Bottom late Water Ouallly lost or comment. 12. LITHOLOGIC LOG: (Describe repairs or abandonment) water 13. DRILLERS CER CA ON IA11 wrtily that all min m Well rRt 6t tris were tbmpGed witRe.�:,. it) tans inn rip was re ed. Firm Name_ Ste tank &Sons Frcm Na.153 ana rop+meaFsmo aGtn M FORWARD WRITE COPY TO WATER RESOURCES 11 Geotechnical Services / Soil Testing & Inspection Services Ono IN I■.mm ■■II.mm mm olllll' M���T ! mm IIIIIIII�'I r��� M r• 13. DRILLERS CER CA ON IA11 wrtily that all min m Well rRt 6t tris were tbmpGed witRe.�:,. it) tans inn rip was re ed. Firm Name_ Ste tank &Sons Frcm Na.153 ana rop+meaFsmo aGtn M FORWARD WRITE COPY TO WATER RESOURCES 11 Geotechnical Services / Soil Testing & Inspection Services SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 Fo z a IDAHO DEPARTMENT OF WATER RESOURCES Use Typewriter t sa (� 6221. V WELL DRILLER'S REPORT Ball Point Pen 1. DRILLING PERMIT NO. —G3 �5�y1=Dz 1& -<Xb Other town No.. 2. OWNER: Name UAVE STORY Address --_-4q73 W. r'FIRAgy I, city MERIDj.AX—State..,=_ R.1642 3. LOCATION OF WELL by legal description: Sketch map location must agree with written location. M y` '-P. g— North ER or South n E Ngo. _1.__.._, East ❑ or WeslxD see g va t14_yk fl4 "- Govt Lot _ Goanty�:.DA---- s Address of Wed SNR igd z w RRRY 7 ANt City__AtERIDIAN Lt., efk. Sub. 4. PROPOSED USE: N Domestic ❑ Municipal ❑ Monitor O inipacon Thermal ❑ Injection 001hor 5. TYPE OF WORK EX New Well Cl Modify or Repair ❑ Replacement ❑ Abandonment 5. DRILL METHOD ❑ Mod Rotary IX Air Romry ❑ Cable O Other 7, SEALING PROCEDURES SEAtflIT[R PACK Ath:11NT ymm lM1a9abi Fmn Te Sxic or -NT. Peuka OV" RRO R Was drive shed used? Y e4 N U Was drive shod seal tested? Y U NXl Flow? 8. CASING/LINER: ta:rmcm. cream To _ a_ar s v:meiv Gseq Le+« weeds irorv�a] 6" +1 154 25_0 STEEL Cx ❑ CO ❑ ❑ ❑ o C; a _...... ❑ ❑ ❑ ledglh Of Headppd � ' Lmetih vl TaNp$ta__ 9. PERFORATIONS/SCREENS ❑ Pedormtkns Mottwd N Saeons screen Typo TELESCOPING 11. WELL TESTS: ❑ Pump ❑ Beller pp Air O Flowing Artesian Pmm.. Water Temp• Bottom hole temp._____.___, Wates flaainy test or comments: 12. LITHOLOGIC LOG: (Describe Mmairs or abandonment) — - aws Frew Ta Remerlq: Lahotopy. Water aurviry aTemperahA4 Y N -J3Rs1-CLAY—TiiLi. 1iAT. _— 1 "_18 —CLAYIr$oY — LT RN CLAYs ANIl_ S _ RN WHTT17 cA W IU —U BRN CLAY Q 140 CLAY WHiTF. SAND -- CTV WA E Completed Depth 184 'FROM TOP OF CAS I N�,,�qum6te) Date: Started 5 8 95 Completed 5/9/85 A4 .;��, r- ` . DRILLER'S CERTIFICATION ❑ L1e certify that al minimum well construction standards ware compiled with at StT�Y O t'1996 the time thong was removed. D € S.O.S.WELLDRILLING 212 V `. TATIC WATER LEVEL OR ARTESIAN PRESSURE: Firm Name__ rum No. �. D. tw;ow ground Artesian pressure `Ib. Fn Date Depth flow encountered R Describe nocow port or and i control devices: ----------. _....... ......- Sm a ser or _ p Operator (yy,-( Datd -JS iso d 90k dep bA FORWARD WHITE COPY TO WATER RESOURCES L!) N Geotechnical Services / Soil Testing & Inspection Services lam MIIIIIIIIIIiIIII 11. WELL TESTS: ❑ Pump ❑ Beller pp Air O Flowing Artesian Pmm.. Water Temp• Bottom hole temp._____.___, Wates flaainy test or comments: 12. LITHOLOGIC LOG: (Describe Mmairs or abandonment) — - aws Frew Ta Remerlq: Lahotopy. Water aurviry aTemperahA4 Y N -J3Rs1-CLAY—TiiLi. 1iAT. _— 1 "_18 —CLAYIr$oY — LT RN CLAYs ANIl_ S _ RN WHTT17 cA W IU —U BRN CLAY Q 140 CLAY WHiTF. SAND -- CTV WA E Completed Depth 184 'FROM TOP OF CAS I N�,,�qum6te) Date: Started 5 8 95 Completed 5/9/85 A4 .;��, r- ` . DRILLER'S CERTIFICATION ❑ L1e certify that al minimum well construction standards ware compiled with at StT�Y O t'1996 the time thong was removed. D € S.O.S.WELLDRILLING 212 V `. TATIC WATER LEVEL OR ARTESIAN PRESSURE: Firm Name__ rum No. �. D. tw;ow ground Artesian pressure `Ib. Fn Date Depth flow encountered R Describe nocow port or and i control devices: ----------. _....... ......- Sm a ser or _ p Operator (yy,-( Datd -JS iso d 90k dep bA FORWARD WHITE COPY TO WATER RESOURCES L!) N Geotechnical Services / Soil Testing & Inspection Services SITE CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 Geotechnical Services / Soil Testing & Inspection Services SITE /CONSULTING, LLC Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 -FL-0 rLZctc s uoer-4a Form 238.7 IDAHO DEPARTMENT OF WATER RESOURCES 11,177WELL DRILLER'S REPORT I. WELL TAG NO. D _DWII 5323 DRILLING PERMIT NO. 11, WELL TESTS: 05nu IOWR No... _ ❑ Pump ❑ Bailer 2. OWNER: Hama - - �oLd-1Cadalki ,•_jDS_ChtiYsh- - Addrsss �ZI-O-Suntise.JUnt__., OrY_Balse ___._-�-- saro__1dP---83708 3. LOCATION OF WELL by legal descrlplion: Sketch map location must agree with written location. N M71Twp.__-jT North x cr South G RODI_ East D or West)f7 sec. 4�ltd --A-114 -4Lt14 Gov't Lot County s Lat Lang: : Address of Well Site_=�#�i-$Iif�G->�G-Rd.- Ci1Y--�®i14Ni3t— Li. Bik.___Sub. 4. USE: ❑xomestic ❑Munic,pal CMonitor Durigalion C Thermal D Injection p— item S. TYPE OF WORK check an that apply (ftp ternent arc) DX Now We# ❑ Modify D Abardorm:ant - Odrer___. 6. DRILL METHOD AxRc" L] Cable D Mid Mbry ❑ Other -_ 7. SEALING PROCEDURES SfAMIATCA PACK. A4'"T "1THOD Valariai item to Pcjed[[ _.,. eutoaite_. --8------4verbare---- _„ Wasdrtve dmo used? CX O N Sion Depdr(s) Was it.,. shoe seal tested? [XY0 N Howl Paaessn�—_ 8. CASINGiLINER: o;anaue _ li,m_ to Dao . WLd:I Cau.g l{e.r Welds, Thusdad _ 1 Q j( ❑ ck t;l C ❑ ❑ ❑ G ❑ C ❑ Length of Headpipa Length or Tailpipe 9. PERFORATIONSiSCREENS Perloraaons Meow X Screens Scree„ Type Ho stan—rPleswiplaB— f�0v la Sa 5rta Naaber D'anant Ya�<rlal Caa;p9 fuer tCill ❑ O 10.E TATIC WATER LEVEL OR ARTESIAN PRESSURE: ___" below ground Artesian pressure _lb. Depth flow encountered ft. Describe access poll or control devices: -fYWeEll Cap FORWARD WHITE COPY T NOTHING FOLLOWS -7__ OlfcauseOnly Inspecledby Twp _____ Rge--Bec _ _ 1/4_ 114 —1/4 Lat, Long: p Alf L Flowing Artesian wdi g.ttsa Dfa d .n_ F-0,, larel T'rwa 0-- Water Temp. Wal" O30Gty *"i or comments: 7,e:—I-- OL -_.... _ DepM Srsi Watar Enmun�r� 12. LITHOGIC LOG: (Describe repairs or Abandonment) Wat,r �j CCC �. Completed a. Data: : 0 13. DRILLER'S CERTIFICATION LWe corny 'bit afi rmrdmum well cul bucimn samlards were mmptied with at cm M e Me rig was removed Comparry Hama Can -Ada Weil az Pump _F m No. ---3Q4 turn Gftidai- Data__,. 8/18/00_ and Oast or operakx _ Date 8! 18100 WATER HESOURCES 6 Geotechnical Services / Soil Testing & Inspection Services Water Temp. Wal" O30Gty *"i or comments: 7,e:—I-- OL -_.... _ DepM Srsi Watar Enmun�r� 12. LITHOGIC LOG: (Describe repairs or Abandonment) Wat,r �j CCC �. Completed a. Data: : 0 13. DRILLER'S CERTIFICATION LWe corny 'bit afi rmrdmum well cul bucimn samlards were mmptied with at cm M e Me rig was removed Comparry Hama Can -Ada Weil az Pump _F m No. ---3Q4 turn Gftidai- Data__,. 8/18/00_ and Oast or operakx _ Date 8! 18100 WATER HESOURCES 6 Geotechnical Services / Soil Testing & Inspection Services 0 13. DRILLER'S CERTIFICATION LWe corny 'bit afi rmrdmum well cul bucimn samlards were mmptied with at cm M e Me rig was removed Comparry Hama Can -Ada Weil az Pump _F m No. ---3Q4 turn Gftidai- Data__,. 8/18/00_ and Oast or operakx _ Date 8! 18100 WATER HESOURCES 6 Geotechnical Services / Soil Testing & Inspection Services