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 �
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M
cnCn
Cn
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7.1
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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
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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
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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
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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.
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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
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1. DRILLING PERMIT NO. �_000 11. WELL TESTS:
Other OVIR Na, porn'p , . Fraitp.l AAai ❑ Rowng Artesian
2. OWN�RNae -_
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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,