Loading...
ApplicationPlanning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: Project name: File number(s): Assigned Planner: Related files: Type of Review Requested (check all that apply) ❑ Accessory Use (check only 1) ❑ Final Plat Modification ❑ Daycare ❑ Landscape Plan Modification ❑ Home Occupation M Preliminary Plat ❑ Home Occupation/Instruction for 7 or more ❑ Private Street ❑ Administrative Design Review ❑ Property Boundary Adjustment ❑ Alternative Compliance ❑ Rezone ❑ Annexation and Zoning ❑ Short Plat ❑ Certificate of Zoning Compliance ❑ Time Extension (check only 1) ❑ City Council Review ❑ Director ❑ Comprehensive Plan Map Amendment ❑ Commission ❑ Comprehensive Plan Text Amendment ❑ UDC Text Amendment ❑ Conditional Use Permit ❑ Vacation (check only 1) ❑ Conditional Use Modification (check only 1) ❑ Director ❑ Director ❑ Commission ❑ Commission ❑ Variance ❑ Development Agreement Modification ❑ Other ❑ Final Plat Applicant Information Applicant name: Ryan Recla Applicant address: 914 S McDermott City: Applicant's interest in property: ❑ Own ❑ Rent I@ Optioned Owner name: Alan and Rose Marsh Owner address: 2940 Mesa City: Meridian Phone: 208-954-6582 Email: Ryan@ida-ore.com _ State: ID Zip: 83687 ❑ Other Email: State: Phone ID Zip: Agent/Contact name (e.g., architect, engineer, developer, representative): Dan Lardie Firm name: Leavitt & Associates Engineers, Inc. Agent address: 1324 1 st Street South 83642-6678 Phone: 208-463-0333 Email: dl@leavittengineers.com City; Nampa State: ID Zip: Primary contact is: M Applicant ❑ Owner ❑ Agent/Contact 83651 Subject Property Information Location/street address: 2A4n S Mpca Way Township, range, section: T3N R1 E SEC 29 Assessor's parcel number(s): R4814130225 Total acreage: 4.26 Zoning district: R-4_ Community Development . Planning Division . 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancitv.orelolannine Rev: (212120182/7120/8) Hearing Date: March 5, 2020 File No.: H-2019-0143 Project Name: Bannock Ridge Request:  Development Agreement modification to remove the subject 4.26 acre property from the boundary of the existing agreement (Bannock Ridge - Inst. #2017-084176) for the purpose of entering into a new agreement consistent with the proposed development plan; and,  Preliminary Plat consisting of 10 building lots and 5 common lots on 4.26 acres of land in the R-4 zoning district, by Ryan Recla. Location: The site is located at 2940 S. Mesa Way, in the SE ¼ of Section 29, Township 3N., Range 1E. 1 Adrienne Weatherly From:Sonya Allen Sent:Friday, February 14, 2020 1:55 PM To:Adrienne Weatherly; Charlene Way; Chris Johnson Cc:Andrea Pogue Subject:Bannock Ridge - REVISED Project Description Attachments:Project Description.docx Clerk – the acreage for this project was shown incorrectly on the application; I asked the Applicant to update the application. The notice should be fine since it was for a greater amount of land (7.35 acres) but it should be shown correctly on the agenda and for the notice for the Council hearing. Thanks! Development Application Transmittal Link to Project Application: Bannock Ridge MDA, PP H-2019-0143 Transmittal Date: 12-26-2019 Hearing Date: March 5, 2020 Assigned Planner: Sonya Allen To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org Built for Business, Designed for Living 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. Hearing Date: March 5, 2020 File No.: H-2019-0143 Project Name: Bannock Ridge Request: • Development Agreement modification to remove the subject 7.35 acre property from the boundary of the existing agreement (Bannock Ridge - Inst. #2017-084176) for the purpose of entering into a new agreement consistent with the proposed development plan; and, • Preliminary Plat consisting of 10 building lots and 5 common lots on 7.35 acres of land in the R-4 zoning district, by Ryan Recla. Location: The site is located at 2940 S. Mesa Way, in the SE ¼ of Section 29, Township 3N., Range 1E. E IDIAN =--- ILIAHU STAFF USE ONLY: Project name:- File number(s).. 6 DEC 1('019 I Planning IVIS 4 DEVELOPMENT RE Assigned Planner: Related files: Type of Review Requested (check all that apply) ❑ Accessory Use (check only 1) ❑ Final Plat Modification ❑ Daycare ❑ Landscape Plan Modification ❑ Home Occupation M Preliminary Plat ❑ Home Occupation/Instruction for 7 or more ❑ Private Street ❑ Administrative Design Review ❑ Property Boundary Adjustment ❑ Alternative Compliance ❑ Rezone ❑ Annexation and Zoning ❑ Short Plat ❑ Certificate of Zoning Compliance ❑ Time Extension (check only 1) ❑ City Council Review ❑ Director ❑ Comprehensive Plan Map Amendment ❑ Commission ❑ Comprehensive Plan Text Amendment ❑ UDC Text Amendment ❑ Conditional Use Permit ❑ Vacation (check only 1) ❑ Conditional Use Modification (check only 1) ❑ Director ❑ Director ❑ Commission ❑ Commission 0 Variance R Development Agreement Modification ❑ Other ❑ Final Plat Applicant Information Applicant name: Ryan Recla Phone: 208-954-6582 Applicant address: 914 S McDermott Email: Ryan@ida-ore.com City: Nampa State: ID Zip: Applicant's interest in property: ❑ Own ❑ Rent ® Optioned ❑ Other Owner name: Alan and Rose Marsh Owner address: 2940 Mesa Email: Phone: 83687 City: Meridian State: ID Zip: 83642-6678 Agent/Contact name (e.g., architect, engineer, developer, representative): Dan Lardie Firm name: Leavitt & Associates Engineers, Inc. Phone: 208-463-0333 Agent address: 1324 1st Street South Email: dl@leavittengineers.com City: Nampa State: Primary contact is: ElApplicant ❑ Owner ❑ Agent/Contact Subject Property Information ID Zip; 83651 Location/street address: 2940 Mesa Way Township, range, section: T3N R1 E SEC 29 �'e Zoning district: , r op l'q Assessor's parcel number(s):-S4+2922399- Total acreage: 7.35 R-Wly14307-56 Community Development r Planning Division a 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 w%%%%,.meridiancitv.or¢1planning Rev: (2/2(20!82/7/20!8) General description of proposed projectirequest: Residential Subdivision Proposed zoning district(s): R-4 Acres of each zone proposed: 4.26 Type of use proposed (check all that apply): IN Residential 0 Office 0 Commercial 13 Employment 0 Industrial ®tither Who will own & maintain the pressurized irrigation system in this development? Nampa & Meridian Irrigation District Which irrigation district does this property lie within? Nampa & Meridian Irrigation District Primary irrigation source: Surface Secondary: Square footage of landscaped areas to be irrigated orprimary 'IT ISCCOT16Ty print ofconnection is Cin waier): Residential Project Summary (if applicable) Number of residential units-, 10 Number of building lots: 10 Number of common lots: 5 Number of other lots: Proposed number of dwelling units (for multi -family developments only): I bedroom: 2-3 bedrooms: Minimum square footage of structure (excl. garage): Minimum property size (s.fl: 8,000 Sf Gross density (Per UDC I I - I A-] ): No 4 or more bedrooms: . Maximum building height: 24' Average property size (s.f,): 10,977sf Net density (Per UDC I I - I A-] ).. 3,96 Acreage of qualified open space: _35,638(0.82ac)_ Percentage of qualified open space:— 11"13% Type and calculations of qualified open space provided in acres (Per UDC 11 -3C, -IB): N/A <5ac Amenities provided with this development (if applicable): Type of dwelling(s) proposed: KI Single-family Detached El Single-family Attached 0 Townhouse El Duplex D Multi -family 0 Vertically Integrated El Other Non-residential Project Summary (if applicable) Number of building lots: Common lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): Building height: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: 4 & PI Applicant signature: Date: Community Development x Planning Division a 33 E. Broadway Avenue. Ste. 102 Meridian, Idaho 93642 Phone: 208-884-5533 Fax: 208-888-6854 -2- Rev, -(2.7,201,5) LE"ITT ENGINEERING Structural / Civil / Materials Handling / Planners / Surveyors City of Meridian Planning and Zoning Commission 33 E. Broadway Avenue Meridian, Idaho 83642 RE: Preliminary Plat Approval and Development Agreement Modification - Bannock Ridge Subdivision November 21, 2019 Dear Planning and Zoning Commissioners, We are requesting Preliminary Plat approval for Bannock Ridge Subdivision. Bannock Ridge Subdivision is an infill subdivision of approximately 4.26 acres within an R-4 zone. Bannock Ridge's preliminary plat divides the 4.26 acres into a total of 15 lots, 10 residential lots, of which 1 is an existing home that will remain, and 5 common lots. This density amounts to 2.34 units/acre well within the allowed 4 units/acre under the proposed R-4 zone. Bannock Ridge will provide an extension of the city's multi use pathway along Ten Mile Creek through the subdivision. Connecting the pathway from the existing pathway in Glacier Springs out to E. Mesa Way. Bannock Ridge's goal is to provide quality homes similar to those in Cabella Creek and Glacier Springs while continuing the city's goal of interconnectivity. During the pre -application conference, city staff stated that extensions of the current infrastructure is capable of supporting this development. Connection and extension of the sewer main in E. Loggers Pass Street was recommended. This extension will provide for future connection to the south. The sewer main in S. Mesa Way is required to service our eastern most lots. Connection and extension to the city's water main in E. Loggers Pass and S. Mesa Way was recommended. Nampa and Meridian irrigation district agreed to provide pressure irrigation service with the recommendation of upgrading the pumping station in Glacier Springs and interconnecting with Cabella Creek's pressure irrigation system. Ada County Highway District (ACHD) requires connection with E. Loggers Pass Street on the west and a private shared driveway taking access off of S. Mesa Way. We respectfully request approval of the preliminary plat for Bannock Ridge Subdivision and request a new development agreement be drafted to replace the existing one, due to the changes in the overall property size 13.28acres to 4.26 acres. Bannock Ridge should prove to be a nice addition to its neighboring subdivisions while adding to the city's infrastructure and interconnectivity that is the spirit of Meridian. zzs,_t Dan Lardie Engineering the World / Licensed in all 50 States 1324 1st Street So., Nampa, ID 83651 208.463.0333 Fax: 208.463.9040 leavittengineers.com LEAVITT ENGINEERING Structural / Civil / Materials Handling / Planners / Surveyors November 27, 2019 City of Meridian Planning and Zoning Commission 33 E. Broadway Avenue Meridian, Idaho 83642 RE: Development Agreement Modification Dear Planning and Zoning Commissioners, We are requesting the replacement of the development agreement instrument number 2017-084176 entered into and approved by city council on the 5th day of September 2017, for Bannock Ridge Subdivision. This replacement will revise the current land owner and subtracts 2 parcels (lots 1 and 2, block 2 of Kachina Estates) for a total of annexed property of 4.26 acres. Owners of the parcel are: Alan and Rose Marsh 2940 S. Mesa Way Meridian, Idaho 83642 The new development agreement should reflect the new preliminary plat dated November 26, 2019. Bannock Ridge's preliminary plat divides the 4.27 acres into a total of 15 lots, 10 residential lots, of which 1 of the existing homes will remain, and 5 common lots density well within the proposed R-4 zone. Access for Bannock Ridge will be from S. Mesa Way (local road) and E. Loggers Pass (local road) without direct connection to W. Victory Road. Lots 3-5, and lots 7-10 Block 1, will be accessed from a private shared drive; lots 12 and 13, block 1 and lots 1 and 2, block 2 will be accessed from the extension of Loggers Pass Way. City infrastructure will be extended and interconnected per the approved preliminary plat. Pressurized irrigation will be extended and interconnected per Nampa & Meridian Irrigation District requirements. Ki Re rds, E� Dan Lardie Engineering the World / Licensed in all 50 States 1324 1st Street So., Nampa, ID 83651 208.463.0333 Fax: 208.463.9040 leavittengineers.com Title File No.: BT -B90-6902 WARRANTY DEED 9032226 FOR VALUE RECEIVED Wayne E. btDor3l.d and Helen L. McDonald, husOand and wife GRANTOR(s), does(do) hereby GRANT, BARGAIN, SELL and CONVEY unto 1220000161311211 Allan F. Marsh and Rose L. Marsh, husband and wife GRANTEE(S), whose current address is, Masa Way Meridian, Idaho 83642 the following described real property in Ada County, State of Idaho, more particularly described as follows, to wii: Lot 3 in Block 2 of KA.GMTI ESTATES, according to the official plat thereof, filed in Book 35 of Plats at Page 3016, records of Ada county, Idaho. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee(s), and Grantee(s) heirs and assigns lorever. And the said Grantor(s) does(do) hereby covenant to and with the said Grantee(s), that Grantof(s) islare 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 Granteets); and subject to resetvations, restrictions, dedications, easements, rights of way and agreements. (if any) of record, and general taxes and assessments, (including irrigation and utility assessments, it 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. Dated: June 19, 1990 ............... t3a�rneG Donald STATE OF ..Idaho......... County or ......fid?.....,...... ss. On this .... day of .... June .............................. in the year of J.9.9.Q, before me, the undersigned, a Notary Public In and for said State, personally appeared ....... I ... IWayne- E,...?ia ipcpnA,4 .... le R..L:....... m0nnald.......................................................... ........................... .......... .............. I..................... known or Identified to me to be the person , 5... whose names ...,aF2...... subscribed to the within instrument, and a,,rt�5 ttlbW-10ip;that ...:f:h�t�J executed the same. jj1�TT �f �/ ••. •'•• P i �•1y0 CAc'iyid�me::...Lois Nichols ......................................... � ..L � Ilyoe o�0�M11 o9 • ,, . Boise Idaho Restdiipg at....................r....................... .oe Is U B L14 9;naitj6ion expires:...... 37.2.3719.3.111 ... ..... I .... I � ... ......... -.- ...................... Helen L. McDonald STATE OF IDAHO, COUNTY OF0.r I hereby CerufyMMi I IsfLges ESCROW was filed r retard at the request ori at ' r " r minutes past 11 o'clock '4 rn., this / q dayofJ/(�� 1996, In my office, and duly recorded In Book of Deeds at page J{?riN SAS 1 1DA ... ............................................................................. Ex-O 6y -8,0150-111, 8,0 con r ff} Deputy. Fees Mail lo: aBoise Title & Escrow, Inc. STATE OF IDAHO COUNTY OF ADA AFFIDAVIT OF LEGAL INTEREST frame) (address) 8S H2 (City) (state) being first dul` smorn upon. oath. depose and sa:: That I ant the record owner of the proper\ described on the attached. and I grant nt\, permission to: kU�6v-c\ 9 IA s rw-D�c ma4 �Lw 1� 0, E D (01M 4 (name) (address) to submit the accompanying appiicationis) pertaining to that propert\ . 2. 1 agree to indemnify, defend and hold the Cit, of Meridian and its employees harmless from an) claim or liability resulting from am dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. 1 hereb\ grant permission to C'ih of ,leridian staff to enter the subject property for the purpose of site inspections relat:d to processing said a pplication(s). Dated this 6A _day of - 'bQ\ ,C— • 20)9� (Signature) SUBSC'RIBI-1) AND SWORN to befoi-e me the da) and year firs above written. tNotar) Public for Idaho) W COwSS14N SMpM112-2019 Residing at:-_ _ { ••'• VDe�e!zi %,Iv Cummission Expires: V),Aj- D\C1 /1/!lHlllitll�ll C�nnnuurt; 1)cctpnum t'lanniur lJi+i�i�n r IQ2 Mt vidian_ ldahn 83642 Phime:'_03-884-;:3; hm: 2-08-333-6354 +t+tt rt= :di,+: ;ir. , _ CLIA Bina \ KACHINA ESTATES SUBDIVISION ,47 � , PROJECT SITE PARCEL NO. R4814130225 j E. LOGGERS PASS S \ o � \ - M cnCn Cn LL 7.1 li' Z�-- Ui c� TUSCANY VILLIAGE SUBDIVISION LEAVITT & ASSOCIATES VICINITY MAP ENGINEERS, INC. STRUCTURAL *CIVIL Owner: Project: TWO C DEVELOPMENT LLC BANNOCK RIDGE SUBDIVISION SURVEYING 5222 W. CATALPA COURT Job Number: Scale: BOISE, IDAHO 83703 1 "= 300' n4k PHONE (208) 867-3884 esigne y: Drawn y: Checked by: 1324 FIRST STREET SOUTH, NAMPA, IDAHO 83651 PHONE (208)463-0333/463-7670 FAX (208)4631040 CITY OF MERIDIAN � Ito !' Project/Subdivision Name: Mesa Estates 2nd Meeting (in BOLD) 1L-m7ff - Date: 06/18/2019 81,13/19 2 Applicant(s)/Contact(s): Chad Sarqent , K1,4,' , Mr. MAt, 1, City Staff. Kevin, Bill, Kenny, Ryan, Denny, Kim Warren Location: 2940 S. Mesa Way Size of Property: 4.26 Comprehensive Plan FLUM Designation: LDR Existing Use: Residential Existing Zoning: R-4 Proposed Use: Residential Proposed Zoning: R-4 Surrounding Uses: Residential Street Buffer(s) and/or Land Use Buffer(s): NA Open SpacelAmenities/Pathways: Pathway along Tenmile Creek, less than 5 acres so open space reqs, do not apply Access/Stub Streets: E. Logger Pass and S. Sky Mesa Waterways/ Floodplain/Topography/Hazards: NA History: Bannock Ridge H-2017-0050 Additional Meeting Notes: Remove property from existing DA and enter into new DA Common Drives to be 150' unless alloyed by MFD Connectivity between Sky Mesa and Logger Pass (stub street to south) Access to existing home? Pathway and common driveway combined not recommended New DA to supersede Bannock Ridge DA (2017) Setbacks and accessory structures of existing home to meet code, no accessory structures in front or street side setbacks. Rear setback of 15' and side of 5'. Stub water/sewer to south and loop water between Logger Pass and Sky Mesa Pathway requires 20' easement (10' pathway and 5' landscaping on either side) Reconfigure site plan to utilize existing driveway. Provide conceptual development plan for all three properties, Contact ACHD for road requirements q 8' 1ti+J: v,r .4vr 00 rH.�:•.g S,fy,S atoa h AA1)r, 01 - �riAC wa{^r-r •tv �Joawd ! 6F Pr1* f" c't7 `('9`3 NV -$a Wap k)Or-4-tn � a``tjjo� P�VOINW'0.1 tv"VS4- 1-". c-Pcvllro— ! 1 - WiiM \'%'%UiC VvtlrtGS 4-0 ckfSlu.ts lotojg0- Oi L t.•J�d-e.r' `, yt1+.tCi, Yt`C.li Wt�✓v-•i'�� 9" INO, PIC(pi11--3 Note: A Trak Impact Study (TIS) will he 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 ACRD prior to submitting their application to the City. Not having ACHD comments andlor conditions on large projects may delay hearings) at the City. Please contact Mindy Wallace at 387- 6178 or Christy t.ittie at 38 7- 6144 at ACHD for information in regard to a TIS, conditions, impact fees and process. J Other Agencies/Departments to Contact: Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) u)ue-rar -M rw" Wnlaq- Public Works Department ❑ Idaho Transportation Dept (ITD) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic ServicesPolice Department - Sta F-1Parks Department, Jay F1 Central District Health Department ❑� Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modification/Transfer ❑ Alternative Compliance Development Agreement Modification ❑ Rezone ❑ Annexation ❑ Final Plat ❑ Short Plat ❑ City Council Review ❑ Final Plat Modification ❑ Time Extension - Council ❑ Comprehensive Plan Amendment - Map ❑ Planned Unit Development ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment -Text Preliminary Plat ❑ Vacation ❑ Conditional Use Permit ❑ Private Street 0 Variance Meeting Sign In Project: Bannock Ridge Facilitator: Recta Et Sargent Place/ Room: The Curb Date: 10/16/2019 Time: 2pm-3pm PRINT NAME ORGANIZATION i,i,rL[ PHONE EMAIL Templates by Vertex42.com (v 2009-20'14 Vertex42 LLC Pei, 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 sigi(s) were posted. Unless such Certificate is received by the required date, the hearingJ-- 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. Applicantlagent signature Date Community Development a Planning Division a 33 E. Broadway Avenue. Ste. 102 Meridian. Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 (10108,,2019) Dan Lardie From: noreply@meridiancity.org Sent: Tuesday, November 19, 2019 3:31 PM To: dl@leavittengineers.com; tricks@meridiancity.org; rbeecroft@meridiancity.org Subject: Address Verification Complete Address verification is complete for record LDAV-2019-0745 Project: Bannock Ridge Parcel(s): R4814130225 Lot: 3 Block: 2 Subdivision: BANNOCK RIDGE SUBDIVISION 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. Dan Lardie From: Sub Name Mail <subnamemail@adacounty.id.gov> on behalf of Sub Name Mail Sent: Tuesday, November 19, 2019 2:29 PM To: 'Dan Lardie' Subject: RE: [EXTERNAL] Subdivision Name Dan; Sorry. I guess I misunderstood the intent. I will remove Parcels R4814130200 & R4814130172 in our records. Since the name is still reserved even if the scope changes for a project, the prior reservation letter is still valid. Glen Smallwood Surveying Technician Ada County Development Services 200 W. Front St., Boise, ID 83702 (208) 287-7926 office (208) 287-7909 fox From: Dan Lardie <dlardie@leavittengineers.com> Sent: Tuesday, November 19, 2019 8:39 AM To: Sub Name Mail <subnamemail@adacounty.id.gov> Subject: RE: (EXTERNAL) Subdivision Name Glen, Can you reserve the name for this parcel, which is a portion of the previous project 4.26 acres instead of the 13+ acres. Bannock Ridge Subdivision Parcel no. R484130225 Greg Carter Idaho Survey Group will be our surveyor. From: Sub Name Mail <subnamemail@adacounty.id.gov> Sent: Tuesday, November 19, 2019 8:35 AM To:'Dan Lardie' <dlardie@leavittengineers.com> Subject: RE: (EXTERNAL] Subdivision Name Dan; Thanks for letting me know. I can't remember the last time someone actually released a name and told me they didn't need it anymore! For the record, I still keep inactive names in the system, so if you find a development that wants to use it anywhere other than Meridian, let me know and if it is still available I will modify the reservation accordingly. Dan Lardie From: PlanningReview <PlanningReview@achdidaho.org> on behalf of PlanningReview Sent: Monday, November 25, 2019 12:57 PM To: Dan Lardie Subject: RE: Bannock Ridge - need for traffic study Hi Dan, A traffic impact study is not required for this development. Please let me know if you have any questions. Mindy Mindy Wallace, AICP Planning Review Supervisor Ada County Highway District 208-387-6178 ACHD Development Services is open for business at our new location at 1301 N. Orchard Street, Suite 200 in the CSC building. Parking and building entrance are located on west side of building. From: Dan Lardie <dlardie@leavittengineers.com> Sent: Tuesday, November 19, 2019 12:51 PM To: PlanningReview <PlanningReview@achdidaho.org> Subject: Bannock Ridge - need for traffic study [THIS EMAIL ORIGINATED EXTERNALLY. PLEASE USE CAUTION WHEN OPENING ATTACHMENTS OR LINKS INSIDE THIS EMAIL.] Mindy, Need verification if a traffic study is required for this project. DAN LARDIE Leavitt & Associates Engineers, Inc. 13241St Street South Nampa, Idaho 83651 V 208-463-0333 F 208-463-9040 On the web at: www.leavittengineers.com soesa.caost we oe>�c-eo.IwsLan auwtL Laoxeoas lar., 10 „ soca onvoL va°.vn n.noa aaan .anerz "��015I)Oy • � Z999-m-e0Z) ivnoaeeOrIStloIAi30N3 nesL Aaf 6uLILYZJ9Lt'oN ( L9990HVal,3N OHd yl VN tl VNIARAN/IS onSNW8ANl1N30SVM39UOWH3aoW'8016 WAD.-roan1OnNls 09 j � 1Vld AUVNIWll3Hd oHval'W MUM � "ONI `SE133NION3 °„�,,, NOISIAIMS3001aN00NNV8 S31VIOOSSV V -LUAV31 ;r ' g I� a,cj8a a 3.3 >.� i.�l kk�r - ;r [sill f �I t 4Iw � 13 $'3Is. 315 S O Eli ���IS 3 � �; a � � � � �Ia min G iS � ?I� i �-- ci I 1 x v o613 bi t IS 8i�I.I I� �I �3 . Ill,, AIN! ( it .� - lull_ a 9!w 3 $ � al iA � � Ji- < S >J r U LI j la� O C W �, pyfPY, � -' I s Vie, nN •,. �✓ Y � sq i Ali 12 y / _ i I E I.000E5B PASS WAY PUBLIC) x ' i:s® I / Al / sq i , I ai9r DF � snip �yD RMyym 9 Mg LEAVITT 3 ASSOCIATES BANNOCK RIDGE SUBDIVISION ENGINEERS, INC. MERIDIAN,IDAH0 SITE EXHIBIT sTRUCTURLL.CM twoaokvaaPrerruo SURVEWHO 11R111B JRL ISSUED FOO APPROVAL 5222 W. CATALPA COURT IN..I DATE I BY I BOISE, IDAHO 83703 ,eM leleefflR�TwYn1 „A,�„a1ge„e1 REVISIONS PHONE(208)-867-3884 oL oL JRL eoou+w „rz.NB tReoet•pseRB�wweRwrn rARPrMr�w Description For BANNOCK RIDGE SUBDIVISION Lot 3, Block 2 of Kachina Estates Subdivision as filed in Book 35 of Plats at Page 3016 and 3017, records of Ada County, Idaho, located in the Southwest 114 of the Southeast 1/4 of Section 19, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the S1/4 corner of said Section 19 from which the SE corner of said Section 19 bears North 89°42'05" East, 2639.98 feet; thence along the South boundary line of said Section 19 North 89°42'05" East, 535.81 feet to the SW corner of said Kachina Estates Subdivision; thence leaving said South boundary line and along the westerly boundary line of said Kachina Estates Subdivision North 12°24'22" West, 170.08 feet; thence continuing along said westerly boundary line North 00°19'50" East, 729,59 feet to the SW corner of said Lot 3, said point also being the REAL POINT OF BEGINNING; thence along the westerly boundary line of said Lot 3 North 00019'50" East, 444.51 feet to the NW corner of said Lot 3; thence along the northeasterly boundary line of said Lot 3 South 50°27'35" East, 803.01 feet to the NE corner of said Lot 3; thence along the southeasterly boundary line of said Lot 3 the following 2 courses and distances: thence South 39027'06" West, 76.42 feet; thence 111.27 feet along the arc of a curve to the left, said curve having a radius of 160.38 feet, a central angle of 39°45'02" and a long chord which bears South 19°34'36" West, 109.05 feet to the SE corner of said Lot 3; thence along the southwesterly boundary line of said Lot 3 North 66'56'33" West, 583.33 feet to the REAL POINT OF BEGINNING, Containing 4.345 acres, more or less. 7729 om OF 14�`S�' G. CP o �o ry � ^�a 9 I ly �L�5 c 7729 srlTl��l�l G9figrfi of ��P�� Y G. G Bannock Ridge Subdivision Closure Sheet 1219/2019 Scale: 1 inch= 100 feet File: Tract 1: 4.3458 Acres (189302 Sq. Foot), Closure: n00.0000e 0.00 h. (11999999), Perimeter=2019 H. 01 n00.19509 444.51 02 s50,2735e 803.01 03 s39.2706w 76.42 04 Lt, r-160.38, dolle=039.4502, chord=s19.3436w 109.05 05 n66.5633w 583.33 SITE /'CONSULTING, LLC Mr. Dan Lardie Leavitt & Associates Engineering 1234 1 st Street South Nampa, Idaho 83651 Re: Preliminary Geotechnical Report Proposed Bannock Ridge Subdivision Near South Mesa Way and East Victory Road Meridian, Idaho Dan: Amended October 15, 2016 September 15, 2016 File 16173BR Page 1 of 21 Our report has been amended to include the labwork that was not completed when our original report was published. No recommendations have changed in this amendment. As per your authorization, on September 14, 2016, SITE observed the excavation of three test pits on the subject property. These test pits were intended to generate a working knowledge of the subsurface soil conditions on the subject project. The test pits were located in the pastures behind (west of) the home at 3101 South Mesa Way in Meridian, Idaho. These locations are where stormwater facilities are planned. Based upon the observed conditions the site is acceptable for construction of the planned residential development. Recommendations for constructing civil improvements and residential houses are provided herein. We appreciate this opportunity to be of service. Please call should there be any questions or the need for additional geotechnical services. Respectfully submitted GOS AF ,i�� `ifn Bob J. Arnold, PE SITE Consulting, LLC 208-440-6276 * bjarnoldpe@msn.com ( 1) Post Office Box 190537 * Boise, Idaho 83719 "SITE ISL LI Iia, LLC EXECUTIVE SUMMARY SOIL PROFILE - The soil profile on this property is very similar to soils encountered by this engineer during construction of Springhouse Subdivision directly across Victory Road from this property. The site surface is covered with 3.5 to 4.0 feet of brown, moist, silty sand or sandy silt with some clay likely present. Below this is a THIN layer of clean, clay free pitrun type sand and gravel. At approximately eight feet deep the pitrun becomes very dense and includes fine clay soils. These materials are very firm and rigid with percolation and conductivity rates approaching zero. CLEARING & GRUBBING - Grubbing depths of 4 to 6 inches can be anticipated to remove most organic materials. This is to be adjusted in the field at the time of construction. Deeper excavation can be anticipated along the fences and where larger trees and bushes are present. Large trees will have deep roots that must be removed. DEMOLITION - While some onsite buildings (homes) are to remain, others are to be demolished. All foundation concrete and slab on grade concrete is to be removed. This is to be confirmed at the time of demolition. Crawlspaces or basements beneath demolished buildings are to be backfilled with structural fill as described herein. PAVEMENT DESIGN — Based upon an R -Value of R =13 and a Traffic Index of TI = 6 a pavement section of 2.5" HMA, 4.0" ISPWC Base and 10.0" ISPWC Subbase is recommended. STORM WATER DISPOSAL - Shallow basins that drain into the top of the clean, non - clay containing pitrun layer encountered in all three test pits are recommended. A percolation rate of 4.5 in/hr was measured in these soils in Springhouse Subdivision during ACHD observed testing. It is noted that a percolation rate of P=0.25 in/hr was measured in the deeper clay containing sand and gravels. Confirmation of percolation rate at the time of construction is recommended and may be required by ACRD. It is noted that the clay containing pitrun soil extend to depths greater than our deepest onsite exploration of 17 feet below grade. These soils were present to greater than 22 feet at Springhouse Subdivision. GROUNDWATER - Groundwater was observed entering two test pits (TP1 & TP3) at 6.0-7.0 feet below grade. TP2 was excavated to 17 feet deep and was dry when the monitoring well was installed. Future groundwater readings will be gathered and reported in later reports. It is noted that two well logs found on the IDWR website for lots within Kachina Estates Subdivision, where this property is located, indicate the static water level is greater than 20 feet deep. 208-440-6276 * bjarnoldpe@msn.com (2) Post Office Box 190537 * Boise, Idaho 83719 STRUCTURAL FILL - Since surface soils included elastic silts and lean clay, care must be taken if these materials are to be used as structural fill on building lots. Compaction of clay containing soils may seal crawlspaces and yard areas, greatly reducing percolation. Compaction of any fill placed within building pads or right of ways must exceed 95% of the maximum dry density as determined by Standard Proctor (ASTM D- 698). Structural fill must pass compaction testing and visual inspection for stability. Fill that passes compaction but is observed to rut or deflect under construction traffic is to be rejected. FOUNDATION DESIGN - Bearing pressures of up to 1500 psf are available on the native soils and tested and approved structural fills consisting of native soils. Foundations are to be sealed with mopped, sprayed, or rolled on sealer and embedded at least 24 inches below adjacent grade for frost protection. Foundation sealer can be deleted if slab on grade floors are constructed. Construction of slab on grade floors must included a code complying vapor barrier (retarder). Basements are not recommended without first conducting a long term groundwater study or installation of a engineered dewatering system. FOUNDATION BACKFILL - Building Code requires that soils used to back fill foundations meet the compaction requirements stated above. Low-density foundation backfill has been shown to be a major contributing factor to water accumulating in crawlspaces throughout the Treasure Valley. Homebuilders are encouraged to properly backfill all foundations. This is especially critical on lots where structural fills have been placed below the foundation. FOUNDATION ELEVATION - Foundation elevation and site grading must conform to the requirements of the Building Code. Elevation and grading must promote drainage away from the foundation. Landscaping should be designed to promote drainage away from foundations. Flowerbeds and landscaped areas must be designed such that irrigation water and roof runoff is not retained against foundations. STORMWATER & DRAINAGE - Roof gutters are recommended with down spouts directed away from foundations and not on to foundation backfill soils. Proper design and maintenance of sprinkler systems is required. Excessive watering may lead to water entering the crawl spaces. Drip type sprinkler heads should be used in flowerbeds near foundations. Lawn area sprinklers should not spray toward foundations or cause water to accumulate near foundations. 208-440-6276 * bjarnoldpe@msn.com (3) Post Office Box 190537 * Boise, Idaho 83719 TABLE OF CONTENTS EXECUTIVESUMMARY.............................................................................................2 TABLEOF CONTENTS..............................................................................................4 INTRODUCTION.........................................................................................................5 General............................................................................................................. 5 Purposeand Scope..........................................................................................5 Authorization..................................................................................................... 5 Warranty and Limitations.................................................................................. 5 RESEARCH & DOCUMENTATION............................................................................6 FieldExploration...............................................................................................6 LaboratoryTesting............................................................................................6 SITE DESCRIPTION / INFORMATION.......................................................................7 General............................................................................................................. 7 Subsurface Conditions.....................................................................................7 CONSTRUCTION RECOMMENDATIONS.................................................................8 Residential Foundation Systems......................................................................8 StructuralFill.....................................................................................................8 StormwaterControl...........................................................................................8 Excavations......................................................................................................9 Slab on Grade Concrete...................................................................................9 Flexible Pavement Sections.............................................................................9 GeneralComments..........................................................................................10 APPENDIX..................................................................................................................11 208-440-6276 * bjarnoldpe@msn.com (4) Post Office Box 190537 * Boise, Idaho 83719 NTRODUCTION GENERAL This report presents the results of a Geotechnical Investigation performed for a proposed residential development to be called Bannock Ridge Subdivision. The property is located on west side of South Mesa Way and north of East Victory Road. The proposed subdivision includes lots 1,2, & 3 - Block 2 of Kachina Estates Subdivision. Addresses of 2940, 3101 and 3155 South Mesa Way are assigned to the three homes on the properties. Each of these properties include approximately 4-4.5 acres with large single family residences, barns, shed, pastures and corrals common. It is understood that the homes are to remain but most outbuildings, included barns and sheds, will be demolished. The proposed subdivision will include an internal, ACRD, right of way with approximately 32 new lots for single family residences. See the provided plans in the Appendix for additional details. PURPOSE & SCOPE The purpose of this investigation was to determine the subsurface soil conditions at the subject site and provide recommendations for civil and residential construction. The field investigation included a subsurface exploration by means of three excavated test pits, the collection of soil samples, and the laboratory testing of sampled soil materials. All available data was reviewed along with the design information provided or assumed. Next an engineering analysis of the obtained data and the provided design information was performed and this report was prepared. This report summarizes our findings, conclusions and recommendations. AUTHORIZATION SITE Consulting, LLC received e-mailed authorization to proceed with this geotechnical investigation from the client August 4, 2016. Authorization to proceed and the use of the recommendations provided by SITE indicate the client's acceptance of the scope of work and the warranty and limitations provided herein. WARRANTY AND LIMITATIONS Exploration and evaluation of subsurface conditions documented herein is considered sufficient to form a basis for the recommended foundation design. The provided recommendations are based on the available soil information and preliminary design details either assumed or furnished by the client. SITE warrants that these recommendations have been promulgated after being prepared in accordance with locally accepted professional engineering and geotechnical engineering practice. No other warranties are implied or expressed. 208-440-6276 * bjarnoldpe@msn.com (5) Post Office Box 190537 * Boise, Idaho 83719 RESEARCH & DOCUMENTATION FIELD EXPLORATION On September 14, 2016 SITE supervised the excavation of three test pits by Culver Excavation of Boise, Idaho. A large, rubber tire, backhoe was used to perform this investigation. Our staff logged the test pits in the field and gathered representative samples from the test pits. The samples were field classified, labeled according to test pit number and depth, sealed in plastic storage bags and transported to the laboratory for further testing. Test pits were advanced at or near locations discussed with the client, and were intended to be at or near stormwater facilities. Each test pit was advanced to a depth where deeper excavation was not possible due to sloughing soils or limitation of the backhoe. Groundwater was encountered in two of three test pits at 6-7 feet deep. A hand held GPS unit was used to determined test pit locations. These locations were then plotted on an aerial photo obtained from Google Earth. The Aerial Photo is included in the Appendix. The test pit locations shown are believed to be accurate to within several feet of the actual test locations. LABORATORY TESTING In addition to the field investigation, a supplemental laboratory -testing program was conducted to determine additional pertinent engineering characteristics of the foundation soils. The laboratory -testing program included supplementary visual classification and moisture content determinations on selected samples. Selected samples were subjected to Grain Size Analysis, Moisture Content Determination and Atterberg Limits. An R -Value sample was sent to a specialty soil lab for testing. All phases of the laboratory testing program were conducted in general accordance with applicable ASTM Standards. 208-440-6276 * bjarnoldpe@msn.com (6) Post Office Box 190537 * Boise, Idaho 83719 C� L $I allormas SITE DESCRIPTION / INFORMATION GENERAL As indicated, the proposed subdivision includes three existing rural properties each with a single family residence, out buildings, and fenced areas for pastureland and animal holding areas. The planned location of storm water facilities allow test pits to be excavated only on the center parcel at 3101 South Mesa Way. The current property owner/tenant provided access through existing gates and driveways. SUBSURFACE CONDITIONS At the time of our exploration, the surface was firm and stable allowing complete access with the selected excavation equipment. The site surface is covered with 3.5 to 4.0 feet of brown, moist, silty sand or sandy silt with some lean clay present. Below this is a THIN layer of clean, clay free, pitrun type sand and gravel. At approximately eight feet deep the pitrun becomes very dense and includes fine clay soils. These materials are very firm and rigid with percolation and conductivity rate approaching zero. Groundwater was observed entering two test pits (TP1 & TP3) at 6.0-7.0 feet below grade. TP2 was excavated to 17 feet deep and was dry when the monitoring well was installed. Future groundwater readings will be gathered and reported in later reports. IDWR records for the area around this site were searched and two well logs were copied and are included in the Appendix. One is for the south parcel of this project and the second is for a property just north of the site. The two wells indicate the static water level is greater than 20 feet deep. Well logs are included in the Appendix. 208-440-6276 * bjarnoldpe@msn.com (7) Post Office Box 190537 * Boise, Idaho 83719 C CONSTRUCTION RECOMMENDATIONS RESIDENTIAL FOUNDATION SYSTEMS For conventional, shallow, residential foundations, bearing pressures of up to 1500 psf are allowed. Such foundations are to be founded atop stable native soils or tested and approved structural fill. If clay soils are present after crawlspace excavation, it is recommended that this or another engineer be contracted to evaluate the clay soil. Foundations are not to be constructed atop fat, expansive clay soil unless approved by a professional engineer. Removal and replacement of unacceptable soils may be required. Specific recommendations are to be provided for each lot where clay soils are present at the foundation support elevation. STRUCTURAL FILL Structural fill to be placed within ACHD right of ways or on building lots shall be free from organic matter or other deleterious substances and shall be non -expansive. Structural fill should be placed in uniform, thin horizontal lifts not to exceed twelve inches in compacted thickness; moisture conditioned as necessary and compacted to a minimum relative compaction of 95% based on the ASTM Test Method D698, Standard Proctor. Compaction of structural fills should be verified by inplace density testing and construction observations. Field nuclear moisture - density testing shall be performed on at least every lift of compacted fill with one test per lot or one every 300 feet of roadway. A qualified engineer or his representative should monitor fill placement to ensure the work is performed in accordance with these recommendations. Subgrade surface and structural fill must be stable. Rutting or deflecting materials are to be rejected and repaired as needed regardless of passing compaction test results. STORM WATER CONTROL Onsite soils will become very soft and difficult to traverse if wet at the time of construction. It is therefore recommended that construction occur during dry weather. All storm runoff is to be directed away from open excavations and not be allowed to puddle on subgrade soils. If construction is to occur during wet season conditions then soft soils must be considered. If the subgrade is wet, traffic with rubber tired equipment is to be avoided since rubber tired equipment will increase rutting and deflections of wet or saturated surface soils. If construction must occur when subgrade soils are wet; geotextiles, geogrids, and lime and/or cement stabilization methods can be considered and designed as needed. 208-440-6276 * bjarnoldpe@msn.com (8) Post Office Box 190537 * Boise, Idaho 83719 ONSULTING.. LLC EXCAVATIONS Dewatering of utility trenches greater than seven feet deep should be anticipated. Shallow excavations that do not exceed three 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 the materials on site to maintain a vertical or near vertical excavation when standing open without support over any extended period can be expected to be quite variable. For deep excavations, saturated soils below the groundwater level cannot be expected to remain in position and the potential for sudden trench wall collapse exists. Proper care must be taken to protect personnel and equipment. Foundation & trench excavation shoring may be necessary. 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. SLAB ON GRADE CONCRETE Concrete slab on grade floors, sidewalks and pavements should be placed atop a minimum of four inches of imported structural fill. The structural fill should consist of sand or sand - gravel mixture with non -plastic fines. The material should all pass a one inch sieve and should contain less than twelve percent passing the # 200 sieve. The granular mat shall be compacted to the requirement for structural fill. Prior to the placement of base gravel, inspection must confirm that all fat clay has been removed from beneath slab on grade concrete. If removal is impractical, then the granular structural fill should be increased to eight inches. FLEXIBLE PAVEMENT SECTION A pavement section of 2.5" / 4.0" /10.0" is recommended for subdivision right of ways within this development. This is based on an ACHD assigned Traffic Index of T1=6 and an R -Value of R=13. The R -Value sample was sent to soils specialty lab for analysis. Their completed report is included in the Appendix. All materials and methods used to construct pavements, sidewalks and other civil improvements are to comply with ACHD and / or ISPWC requirements. 208-440-6276 * bjarnoldpe@msn.com (9) Post Office Box 190537 * Boise, Idaho 83719 GENERAL COMMENTS After the plans and specifications for each subdivision phase 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 and foundation recommendations have been properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. Engineering inspection, construction monitoring, and materials testing have been recommended and must be performed to verify conditions and suitability of materials used for structural fills and to confirm subgrade stability and proper placement and compaction of structural fills. Any deviations from the noted subsurface conditions should be brought to the attention of this consultant. This report has been prepared for the exclusive use of the identified client and their retained design consultants and contractors. Findings and recommendations within this report are for specific application to the proposed residential subdivision as described here and apply only to the property identified. Appendix follows 208-440-6276 * bjarnoldpe@msn.com (10) Post Office Box 190537 * Boise, Idaho 83719 F.11:2:24LINXI Proposed Plat Aerial Photo Test Pit Logs (3) Well Logs (2) Soil Log Legend Abbreviations and Acronyms R -Value Report Pavement Section Calcs 208-440-6276 * bjarnoldpe@msn.com (11) Post Office Box 190537 * Boise, Idaho 83719 /SITE ONSULTING.. LLC PROVIDED PLAT From Leavitt & Associates 4 21- - Proposed Drainage Facilities in black 208-440-6276 bjarnoldpe@msn.com (12) Post Office Box 190537 Boise, Idaho 83719 SITE /'CONSULTING, LLC AERIAL PHOTO 208-440-6276 * bjarnoldpe@msn.com (13) Post Office Box 190537 * Boise, Idaho 83719 Test Pit #: Client: TP1 Leavitt Test Pit Log Project: Bannock Ridge Location: N43 34 38.73, W 116 22 53.07 File: Date Excavated: Excavator: Logged By: 16173B 09/14/16 Culver Excavation B. Arnold DEPTH SOILS DESCRIPTION 1.0" 1 3/4" 1 112" 1 3/8" 1 #4 1 #10 1 #40 1 #100 1 #200 1 %M LL I PI 0.0-3.5 Brown, Moist, Sandy Lean Clay CL with organics / Rootzone to 4-6" Bag 2.0 1 1 1 1 100 1 98 1 78 1 73 1 68.9 1 19.3 40 22 3.5 Gravel Contact 3.5-8.0 Tan, White & Brown, Moist to Saturated, PITRUN - Sand and Gravel Free Draining at 4.5', Clay resent at 8.0' (Sample scat ed on 314" Bag 5.0 1 100 85 1 70 1 55 1 45 1 14 1 8 1 6.9 1 3.4 NP NP 8.0 Bottom of Hole - Well Installed Excavation Halted by Sloughing Soil Groundwater at 7.0' and rising 208-440-6276 * bjarnoldpe@msn.com (14) Post Office Box 190537 * Boise, Idaho 83719 C� NIr LLC Test Pit Log Test Pit #: TP2 File: 16173B Client: Leavitt Date Excavated: 09/14/16 Project: Bannock Ridge Excavator: Culver Excavation Location: N43 34 32.55, W 116 22 56.5 Logged By: B. Arnold DEPTH SOILS DESCRIPTION 1.0" 1 314" 1 1/2" 1 318" 1 #4 1 #10 1 #40 1 #100 1 #200 %M LL PI 0.0-4.0 Brown, Moist, Silt/ Sand with organics/ Rootzone to 4 -6"(R -Value Sam le Taken Bag 1.0 Bkt 2.5 100 1 97 100 1 91 95 1 82 88 1 75 78 1 65.5 60.5 18.5 16.6 39 42 19 19 4.0 Gravel Contact 4.0-8.0 Tan, White & Brown, Moist, PITRUN - Sand and Gravel Free Draining at 4.5', Clay present at 8.0' 8.0-17.0 Red, Tan, Brown, Moist, PITRUN - Sand and Gravel with Clay Very Dense, little to no percolation or conductivity 17.0 Bottom of Hole - Well installed in Dry Hole Excavation halted at limit of Backhoe NO GROUNDWATER ENCOUNTERED 208-440-6276 * bjarnoldpe@msn.com (15) Post Office Box 190537 * Boise, Idaho 83719 Test Pit #: Client: TP3 Leavitt "SHITE N U LTI N , LLC Test Pit Log Project: Bannock Ridge Location: N43 34 40.22, W 116 22 56.55 File: Date Excavated: Excavator: Logged By: 161738 09/14/16 Culver Excavation B. Arnold DEPTH SOILS DESCRIPTION 1.0" 1 3/4" 1 112" 1 3/8" 1 #4 1 #10 1 #40 #100 #200 %M LL PI 0.0-3.5 Brown, Moist, Silt/ Sand with or anics / Rootzone to 4-6" Bag 1.5 1 1 1 1 1 100 1 93 75 63.6 14.4 NP NP 3.5 Gravel Contact 4.0-8.0 Tan, White & Brown, Moist, PITRUN - Sand and Gravel Free Draining at 4.5' Water Entering Test Pit at 6.0' Clay present at 8.0' 8.0-12.0 Red, Tan, Brown, Moist, PITRUN - Sand and Gravel with Clay Very soft and saturated due to water from above 12.0 Bottom of Hole - Well installed Excavation halted by sloughing soils Water in bottom of hole from above and rising 208-440-6276 * bjarnoldpe@msn.com (16) Post Office Box 190537 * Boise, Idaho 83719 [9jg�l11o1CR1& WELL LOGS F yp IDAHO DEPARTMENT OF WATER RESOURCES Use Topen WELL DRILLER'S REPORT Ball Point Pen 015115� I Q S 1. DRILLING PERMIT NO. �_000 11. WELL TESTS: Other OVIR Na, porn'p , . Fraitp.l AAai ❑ Rowng Artesian 2. OWN�RNae -_ Rw�r't Aft, Gby ler tian S1.1e 'PE4 2 3, LOCATION OF WELL by legal description: S1,'mcr, map ky-'m)n alusi agree "Ohmirt.3n Twp Nonh �� or Rge. East yv of 'Wel V4 113 ------ G- ! Lot c Ac1&o_qs of Won't Site City "Ic r c7 i a 11 Lf 81k, -SO, Name 4. PROPOSED USE: Uowsti, Munisi -pa 1 MoTirat ; laxjat,'n -1 Tirvin-1 F] 1PqCCt*n CtIfficir 5. TYPE OF WORK Nea I'vell -Par do,- _: MoJ fy o' R� !HE it Abar, w 6. DRILL METHOD Jkludllularlr ;_XAir Rotary - Otho 7. SEALING PROCEDURES SFala r< I ER PAC AM(IJ14T 1Q111E I W`o h, 30 1Y 11dr va slioa .'o'? y -j Z ' divac0" seal tested'? Y J N:J B. CASING/LINER: - F-" TC o— C"'_p V e Srak iT­_ In Le: rgth of tlead#xpr; _.7' ihof Taoppo o2 9. PERFORATIONSISCREENS ,i Pertoralians tAett;j_ _.V If, Screen Type F SIA.,. Ar ­is: Litho", Water Qualify & Temi—ature 6`W CLll:t N 9 0 2 X 12. LITHOLOGIC LOG: (Describe repairs or abandonment) Wsjer 7- Ar ­is: Litho", Water Qualify & Temi—ature 6`W CLll:t N 9 0 12. LITHOLOGIC LOG: (Describe repairs or abandonment) Wsjer 13. DRILLER'S CERTIFICATION the time the ng was iefr vvd Ftmr Namg en if i S 4:_e I i 1,11n 2 10. STATIC WATER LEVEL OR ARTESIAN PRESSURE: AQ5 It Wo,qrmnd Ailesian rifesstife, lb. I DepItillowencounlered_ _ _ ft Doscnbeaoc:essport oi and cont'o! devices, �A_-PC FORWARD WHITE COPY TO WATLH RESOURCES 208-440-6276 bjarnoldpe@msn.com (17) Post Office Box 190537 Boise, Idaho 83719 7- Ar ­is: Litho", Water Qualify & Temi—ature Y N 9 0 2 X 2 5 hard _ pan 5 43 crawl 80 10C coars4 Sand 12( f.inpr rcd and 20__16 course rcd —nd&'ravri 60 19" brown I - - - - - - - - - - - - - - - - - - -- --RE-GEfvC_n___ VIATFR ct,"Plved Depth (Mleas-i ra b -s) Data Sla,t-d A17' rr , _')' Cofnp&Pted -Ij - Y,,V 13. DRILLER'S CERTIFICATION the time the ng was iefr vvd Ftmr Namg en if i S 4:_e I i 1,11n 2 10. STATIC WATER LEVEL OR ARTESIAN PRESSURE: AQ5 It Wo,qrmnd Ailesian rifesstife, lb. I DepItillowencounlered_ _ _ ft Doscnbeaoc:essport oi and cont'o! devices, �A_-PC FORWARD WHITE COPY TO WATLH RESOURCES 208-440-6276 bjarnoldpe@msn.com (17) Post Office Box 190537 Boise, Idaho 83719 ONSULTING, LLC STATE OFDAHO It DEPARTMENT OF WATER RESOURCES jusE TYPEWRITIR OR] WELL DRILL R'S REPORT ,tate Lt requires ORR this report W fited With thu Dh-DV4K t of Wats R— V4ithin 30 day, after tha completion Of -.dote next Of the —41 1. WELL OWNER 7. WATER LEVEL "l— I I / 0�...-tS— ..te,t"o +-d <_ 1r FlO,A,�g? Cl Ye Add— —IJI C.Rvofl�dby: D Vg- Gp Paasa Z NATURE OF WORK S. WELL TEST DATA �,Ai '. D—,,wcd 0 Reim,—wt rpump Ls B.'t? 0th -r �it4. th- 7 Ab. -4—f 41-61- r.sti-d C7 3- PROPOSED USE O—t. 46gVi— 0 Test Ll O-thsr (Ria ify tvt.V 0. LITHOLOGIC LOG yl­6pl 1nd-uhg Ll St—k L; WasT.Dlw." M- T. 4, METHOD DRILLED X -!-- Rotary- Cabal U Rotary 0 Dg 0 Oche' 6 ------ ! --.3,Y- - 5, WELL CONSTRUCTION i -h- T.t.1 depth f.t C ­ a q scbm.h�: 0 Stent 0 Concrete inches 4 feel tett f"I ho— 4wh. fess f --t in 4rys Endres feet W. JYK 0 No (O Yes INN 0 Pvfo'.-r.i) 0 Y. N. H—p-f—wd? rr-l.". ElKnife DT—h Si—f — i -h by,_ imhE4 E— T. ho festAPR- Lit. a _fm fret f.lfli— feetf'I Res" P. W0 w— inqflil D Y. fN. hl—f.cRaw'— — — — — — -- ------- — ------ Type Model N.. L — i D—w from_ G ­4p Si- f W —1 Piwl"rent feet I. —feet e I I 13 P'wdlin90av Well S-1mg r—,fi— —d C! sl-' pit I—PI-V —f - 0—b— t. —I doth 6. LOCATION Of WELL 10, Work -' Sketch —p 1—w.. must wee with —itt— lmmio.'. ea "arud tinisncd S'bdmv— N.- 11, DRILLERS CERTIFICATION — Fi— ElFirm mb.i9� �—d- -- I L Lm N.. Rf-k N.. Add— Date SR—d tw (Firm Offwia4i (0 'w.d S,� T. "4&q, R._/Iy� USE ADDITIONAL SHEETS IF NECESSARY FORWARD THE WHITE COPY 10 THE ULPAHTMFNT 208-440-6276 bjarnoldpe@msn.com (18) Post Office Box 190537 Boise, Idaho 83719 "SITE NSULTI Its, LLC SOIL LOG LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES) MAJOR DIVISIONS �� ACP TYPICAL ISPWC Idaho Standard for Public Works Construction ITD DESCRIPTIONS COARSE GRAINED GRAVEL & <5%- #200 GW Well -graded gravel, gravel -sand mixture, little or no fines. SOILS GRAVELLY <50%-#200 SOILS <50% - #4 GP Poorly -graded gravel, gravel sand mixture, little or no fines 5-12%-#200 GM Silty gravel, gravel -sand -silt mixtures > 12% - #200 GC Clayey gravel, gravel -sand -clay mixtures SAND & SANDY < 5% - #200 SW Well -graded sand, gravelly sand, little or no fines. SOILS >50%-#4 SP Poorly -graded sand, gravelly sand, little or no fines >12%- #200 SM Silty sand, sand -silt mixtures SC Clayey sand, sand -clay mixtures FINE SILTS AND CLAYS INORGANIC ML Inorganic silt and very fine sand, rock flour, silty or clayey GRAINED LL < 50% fine sand or clayey silt with slight plasticity SOILS > 50% - #200 CL Lean clay -low to medium plasticity, gravelly clay, sandy clay, silty clay ORGANIC OL Organic silt and organic silty clay of low plasticity SILTS AND CLAYS INORGANIC MH Elastic silt, micaceous or diatomaceous fine sand or silty soil. LL > 50% CH Fat clay - high plasticity ORGANIC OH Organic clay-med. or high plasticity: organic silt HIGHLY ORGANICPT Peat, humus, swamp soil with high organic content SOILS ASTM American Society for Testing and Materials ACP Asphaltic Concrete Pavement ISPWC Idaho Standard for Public Works Construction ITD Idaho Transportation Department NP Non Plastic TP Test Pit USCS Unified Soil Classification System 208-440-6276 * bjarnoldpe@msn.com (19) Post Office Box 190537 * Boise, Idaho 83719 /SITE ONSULTING, LLC Pavement Engineering Inc. /LTJ Redding San Luis Obispo 130.7 Caltrans ` / AA-IRL J QC • QA 127.7 Resistance Value R) 25 15 RESISTANCE (R) VALUE TEST Exudation Pressure PSI 533 350 ASTM D 2844 Expansion Pressure 100 87 30 Laboratory No.: L162369 4.7 Project No.: 160030 Date Received: September 26, 2016 Report Date: September 28, 2016 Client: Site Consulting LLC Project Name: 2016 Laboratory Testing Sample Description: Brown Sandy Clay Sample Location: Mesa Way 100 90 80 70 60 > 50 5 c 40 3 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. I Specimen No. 7 8 9 Moisture Content (% 10.1 11.2 11.8 Dry Density (PCF) RESISTANCE VALUE AT 300 P.S.I. 13 �f A�� Reviewed By: Brandon Rodebaugh Materials Engineer 208-440-6276 * bjarnoldpe@msn.com (20) Post Office Box 190537 * Boise, Idaho 83719 130.7 129.2 127.7 Resistance Value R) 25 15 10 Exudation Pressure PSI 533 350 216 Expansion Pressure 100 87 30 As Received Moisture Content % 4.7 208-440-6276 * bjarnoldpe@msn.com (20) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC DESIGN SECTION CALCULATIONS (ACHD R -Value Method) Project: Bannock Ridge Subdivision File No.: 16173B Meridian, Idaho Calc By: B. Arnold Client: Leavitt Engineering Date: 09/15/16 Design Thickness Equation: T = 0.0032 (TI) (100-R)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 6 By Agency GE = Gravel Equivalent R = R -Value = 13 By Soils Test GE= 20.5 Inches ACHD ACP, 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 2.5 Inches ACE= 5.5 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE= 5.1 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 9.9 Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 10.0 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 10.0 inches NOTHING FOLLOWS 208-440-6276 * bjarnoldpe@msn.com (21) Post Office Box 190537 * Boise, Idaho 83719 Per Unified Development Code (UDC) 11 -5A -5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment. a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. Applicant/agent signature Date n Community Development n Planning Division w 33 V. Broadway Avenue, Ste, 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 N%iv%v.iiieri(iiincitv.orz/i)(anninji,