Application Mayor Tammy de Weerd
City Council Members:
IDIAN. Keith Bird `' Joe Borton
Luke Cavener Genesis Milam
Charlie Rountree David Zaremba
•
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
To ensure that your comments and recommendations will be considered by
the Meridian City Council please submit your
comments and recommendations to Meridian City Hall
Attn: Jaycee Holman, City Clerk, by: April 28, 2015
Transmittal Date: April 9, 2015 File No.: FP 15-012
Hearing Date: May 5, 2015
Request: Request for Final Plat Consisting of 42 Common Lots, 6 Common Lots,
and 1 Other Lot on 17.22 Acres of Land in the R-8 Zoning District for
Silverwater Subdivision No. 3
By: Trilogy Development
Location of Property or Project: South Side of East Victory Road Midway Between
S. Meridian Rd and S. Locust Grove Rd. in the NE 1/4 of S30, T3N, RIE
Ryan Fitzgerald (No FP) Meridian School District
Gregory Wilson (No FP) Meridian Post Office
Steven Yearsley (No FP) Ada County Highway District
Patrick Oliver(No FP) Ada County Development Services
Rhonda McCarvel (No FP) Central District Health
Tammy de Weerd, Mayor COMPASS
-City Council -Nampa Meridian Irrig. District
-Sanitary Services -Settlers Irrig. District
Building Department/ Rick Jackson -Idaho Power Co.
-Fire Department Qwest
Police Department Intermountain Gas
City Attorney -Idaho Transportation Department
City Public Works Ada County Ass. Land Records
City Planner Downtown Projects:
-Parks Department Meridian Development Corp.
Economic Dev. Historical Preservation Comm.
South of RR/SW Meridian:
NW Pipeline
New York Irrigation District
Boise-Kuna Irrigation District
•
Boise Project Board of Control/Tim Page
Your Concise Remarks:
City Clerk's Office • 33 E. Broadway Avenue, Meridian, ID 83642
Phone 208-888-4433 • Fax 208-888-4218 •www.meridiancity.org
)IAN
:CEIVE
APR 0 8 2015
Planning Division
DEVELOPMENT REVIEW APPLICATION
STAFF USE ONLY:
Projectname: �l�Vt!iYV`AdiACX �'1lA(iitsish3
File number(s):
-
-AssignedPlanner: Sonya.. wal-ARXT Relatedfiles: PP -0`1-o 15
Type of Review Requested (check all that
❑ Accessory Use
❑ Administrative Design Review
❑ Alternative Compliance
❑ Annexation and Zoning
❑ Certificate of Zoning Compliance
❑ Comprehensive Plan Map Amendment
❑ Comprehensive Plan Text Amendment
❑ Conditional Use Permit
❑ Conditional Use Modification
Director/Commission (circle one)
❑ Development Agreement Modification
1 Final Plat
❑ Final Plat Modification
❑ Preliminary Plat
❑ Private Street
❑ Property Boundary Adjustment
❑ Rezone
❑ Short Plat
❑ Time Extension:
Director/ Commission/Council (circle one)
❑ UDC Text Amendment
❑ Vacation:
Director/ Council (circle one)
❑ Variance
❑ Other
Applicant Information
Applicant name: Trilogy Development Phone: 208-895-8858
Applicant address: 2358 S Titanium PI Email: shawn@trilogyidaho.com
City: Meridian State: ID Zip: 83642
Applicant's interest in property: 171Own ❑ Rent ❑ Optioned ❑ Other
Owner name: CBH Homes, Inc.
Owner address: 1977 E Overland Rd
City: Meridian
Email: _
State: ID
Phone: 208-288-5560
Zip: 83642
Agent/Contact name (e.g., architect, engineer, developer, representative): Justin Bozovich
Firm name: JUB Engineers, Inc. Phone: 208-376-7330
Owner address: 250 S Beechwood Ave, Suite 201 Email: ibozovich@jub.com
City: Boise State: ID Zip: 83709
Primary contact is: ❑ Applicant ❑ Owner ❑ Agent/Contact
Subject Property Information
Location/street address: S of E. Victory Rd Township, range, section: T3N, R1 E, BM
Assessor's parcel number(s): S1130120760 Total acreage: 17.22 Zoning district: R-8
Community Development n Planning Division x 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancftv.org/planning
-I- (Rev. 06112/2014)
Project/subdivision name: Silverwater Subdivision #3
General description of proposed project/request: Single -Family Residential Subdivision
Proposed zoning district(s): R-8
Acres of each zone proposed: 17_22
Type of use proposed (check all that apply):
171 Residential 0 Office 0 Commercial 0 Employment 0 Industrial 0 Other
Who will own &maintain the pressurized irrigation system in this development?- HOA
Which irrigation district does this property lie within? Nampa Meridian Irrigation District
Primary irrigation source: Ridenbaugh Canal Secondary:
Square footage of landscaped areas to be irrigated (if primary, or secondary point of connection is City water): 42,818 s.f.
Residential Project Summary (if applicable)
Number of residential units: 42 Number of building lots: 42
Number of common lots: 6 Number of other lots: 1
Proposed number of dwelling units (for multi -family developments only):
1 bedroom: 2-3 bedrooms: 4 or more bedrooms:
Minimum square footage of structure (excl. garage): Maximum building height:
Minimum property size (s.f): 7.377 s.f. Average property size (s.f): 8,926 s.f.
Gross density (Per UDC 11-1A-1): 2.44 DU/Ac Net density (Per UDC 11-1A-1): 4.88 DU/Ac
Acreage of qualified open space: -98 ac Percentage of qualified open space: 5.7%
Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B):
51,500 (total) minus 8,682 s.f. (50% buffer on Victory Rd) = 42,818 s.f.
Amenities provided with this development (if applicable): _
Type of dwelling(s) proposed: 0+ Single-family Detached
0 Duplex 0 Multi -family 0 Vertically Integrated
0 Single-family Attached 0 Townhouse
0 Other
Non-residential Project Summary (if applicable)
Number of building lots: Common lots: Other lots:
Gross floor area proposed:
Hours of operation (days and hours): _
Total number of parking spaces provided:
Authorization
Print applicant name:Scot[ W de"Up-E.
Applicant signature:
Existing (if applicable):
Building height: _
Number of compact spaces provided:
Date: 4/6/15
Community Development. Planning Division . 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity-org/plarining
-2- (Rev. 06112/2014)
(FJ-
J•U•B ENGINEERS, INC.
January 23, 2015
Sonya Watters
Associate City Planner
City of Meridian
33 E. Broadway Avenue, Suite 102
Meridian, Idaho 83642
RE: SILVERWATER SUBDIVISION NO. 3
FINAL PLAT SUBMITTAL
Dear Sonya:
J -U -B COMPANIES THE ®I WAY
LANGOON .',� I MAPP MG
GROUP INC.
The final plat submittal package is enclosed for the proposed Silverwater Subdivision No. 3
locate southeast of Victory Road and Standing Timber Way in Section 30, Township 3 North,
Range 1 East, Boise Meridian, Ada County, Meridian, Idaho, and consists of approximately 17.22
acres. The specific provisions requested in the final plat application are intended to be
addressed in the plat and construction documents as described below:
• The final plat conforms to the approved preliminary plat.
• The final plat conforms to the applicable provisions of the UDC.
• The final plat and development plans conform to best management practices and
acceptable surveying, engineering, and landscape architectural practices, and local
standards.
Please note that a common lot was added, lot 7 block 13, to provide for extension of the sewer
main into the subdivision. The common lot that was previous shown on the preliminary plat
near the intersection of Boardwalk Row and Pergola Avenue was relocated to the south side of
Intelligence Drive to accommodate stormwater drainage.
Please feel free to contact either Scott Wonders, or myself, at 208.376.7330 if you have any
questions.
Sincerely,
J -U -B ENGINEERS, Inc.
Justin Bozovich, P.E.
Land Development Project Manager
a 250 S. Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208-376-7330 f 208-323-9336 w www.jub.com
(rJ•U
YU-8 COMPANIES
I LAND
P N7_7
I GROV
I MAPPING
INC.
J-U•B ENGINEERS, INC.
Silverwater Subdivision
Phase 3
Boundary Description
Project Number 10-14-121 January 15, 2015
A parcel of land situated in the northwest quarter of the northeast quarter of Section 30, Township 3
North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho, and being more particularly
described as follows:
Commencing at the northwest corner of Section 30, Township 3 North, Range 1 East, Boise Meridian;
Thence N89°42'09"E, 2450.83 feet along the north line of the northwest quarter to the north quarter -
section corner of Section 30;
Thence N82042'09"E, 469.35 feet along the north line of the northwest quarter of the northeast quarter
of Section 30 to the POINT OF BEGINNING:
Thence continuing N89°42'09"E, 600.79 feet along the north line of the northeast quarter of
Section 30 and the boundary of Parcel B (Special Warranty Deed Instrument Number 112120240
and Record of Survey 9007, records of Ada County, Idaho);
Thence S01°49'31"E, 490.07 feet along the boundary of Parcel B;
Thence N89°42'18"E, 213.73 feet along the boundary of Parcel B;
Thence S00°26'29"E, 30.26 feet along the boundary of Parcel B;
Thence S89°04'35"E, 19.74 feet along the boundary of Parcel B to the east line of the northwest
quarter of the northeast quarter of Section 30 and the boundary of Tuscany Village Subdivision
No. 2 (Book 92 of Plats at Pages 10893 through 10894, records of Ada County, Idaho);
Thence S00°03'05"W, 516.92 feet along the boundary of Parcel B, the east line of the northwest
quarter of the northeast quarter, and the boundary of Tuscany Village Subdivision No. 2;
Thence N89°56'55"W, 120.33 feet;
Thence N80°00'03"W, 43.00 feet;
Thence 48.35 feet on a non -tangent curve to the left, concave west, having a radius of 278.50
feet, a central angle of 9°56'52", a chord bearing of N05°01'31"E, and a
chord length of 48.29 feet;
Thence N00°03'05"E, 22.40 feet;
Thence N45°06'38"W, 28.20 feet;
1���4
3E OF
Pagel of 2`h46(
a 250 S. Beechwood Avenue Suite 201 Boise ID 83709 p 208-376-7330 j 208-323-9336 iv www.jub.com
CJ'U�
J•U•S ENGINEERS, INC.
Phase 3 continued...
Thence S89°43'39"W, 62.62 feet;
Thence N00016'21"W, 156.50 feet;
Thence 589'43'39"W, 696.53 feet;
Thence S00°17'51"E, 85.01 feet;
J -UB COMPANIES I THE
LANGOONi NAPP NO
GROUP I INC.
Thence S89°42'09"W, 156.50 feet to the boundary of Silverwater Subdivision No. 1 (Book 106 of
Plats at Pages 14676 through 14684, records of Ada County, Idaho);
Thence N00°17'51"W, 581.76 feet along the boundary of Silverwater Subdivision No. 1 to the
boundary of Parcel B;
Thence N74°34'26"E, 119.03 feet along the boundary of Parcel B;
Thence N61°27'46"E, 30.74 feet along the boundary of Parcel B;
Thence N48°38'36"E, 97.70 feet along the boundary of Parcel B;
Thence N10°32'59"E, 178.40 feet along the boundary of Parcel B to the POINT OF BEGINNING.
The above-described parcel contains 17.22 acres, more or less.
Page 2 of 2
a 250 S. Beechwood Avenue, Suite 201 Boise ID 83709 p 208-376-7330 j 208-323-9336 iv www jub c�
FOR VALUE RECEIVED
DBSI Tanana Valley, an Idaho limited liability company
the Grantor(s), do(es) hereby grant, bargain, sell and convey unto
Viper Investments, LLC an Idaho limited liability limited company, whose address is PO
Box 369, Meridian, ID 83680, the Grantee(s), the following described premises, in Ada, Boise,
Idaho,
TO WIT:
SEE ATTACHED EXHIBIT "A"
TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee,
heirs and assigns forever. And the said Grantor does hereby covenant to and with the said
Grantee(s), that (s)he is/are the owner(s) in fee simple of said premises; that no encumbrances
were initiated during the ownership of the undersigned nor is the undersigned aware of any such.
And that Grantor will warrant and defend the same against every person lawfully claiming by,
through, or under Grantor, but not otherwise.
Dated thisday of November 2012.
By: Ronald D. Strongwater, Authorized Ag tFOR
C6iirad Myers, Trustee under the DBSI Real Estate Liquidating
Trust, as confifined in the Second Amenddd Joint chapter 11 Plan
o:: of Liquidation, Case No. 08-12687 (PJW), United States Bankruptcy
Court, District of Delaware.
State of `I L:)A kO
County of
On this I 0- day of November, 2012, before me the undersigned, a Notary Public in and for
said state, personally appeared Ronald D. Strongwater, known or identified to me to be the
person(s) whose name is/are subscribed to the within instrument as the Authorized Agent of
DBSI Tanana Valley LLC and acknowledged to me that he executed the same as such
Authorized Agent.
Notary u lic Name:
Residing at: =in: Bake, Idaho
My Commission Expires:A.
.••'"NNE D
? ;•� NOT •S
�yGeGIC �•.�
''•.,01P IDN
EXHIBIT "A"
PARCEL B
That portion of Section 30, Township 3 North, Range 1 East, Boise Meridian, Ada County,
Idaho, and more particularly described as follows:
Beginning at the North quarter corner of Section 30 from which the Northwest corner of said
Section 30 bears
South 89°42'09" West for a distance of 2,450.84 feet; thence
along the Northerly boundary line of the Northeast quarter of Section 30,
North 89042'09" East for a distance of 220.13 feet; thence
South 00117'51" East for a distance of 285.02 feet; thence
North 74028'35" East for a distance of 118.76 feet; thence
North 61113'38" East for a distance of 30.91 feet; thence
North 4852'12" East for a distance of 97.71 feet; thence
North 10132'07" East for a distance of 178.39 feet to the Northerly boundary line of the
Northeast quarter of Section 30; thence
along said boundary line
North 89042'09" East for a distance of 600.57 feet; thence
South 01051'10" East for a distance of 490.08 feet; thence
North 89042'10" East for a distance of 213.72 feet; thence
South 00103'05" West for a distance of 30.24 feet; thence
South 8901'23" East for a distance of 20.00 feet to the Easterly boundary line of the
Northwest quarter of the Northeast quarter of Section 30; thence
along said Easterly boundary line
South 00003'05" West for a distance of 801.92 feet to the Northeast 1/16 corner of Section
30; thence
along the Southerly boundary line of the Northwest quarter of the Northeast quarter of
Section 30;
South 89042'47" West for a distance of 1,315.35 feet.to the center North 1/16 corner;
thence
along the Easterly boundary line of the Northwest quarter of Section 30;
South 00107'13" East for a distance of 206.76 feet to the center line of the Ridenbaugh Canal
per Instrument No. 7608075; thence
along said center line, the following five courses and distances:
1. Along a non -tangent curve to the left of which the radius point lies
South 29057'14" West, a radial distance of 250.00 feet, Northwesterly along the arc for a
distance of 21.63 feet, through a central angle of 04057'30", and a long chord which bears
North 62031'31" West for a distance of 21.63 feet;
2. North 65100'16" West for a distance of 398.40 feet;
3. North 59042'58" West for a distance of 180.09 feet;
4. Along the arc of a curve to the left, with a radius of 1,400.00 feet, for a distance of 273.79
feet, through a central angle of 11012'18", and a long chord which bears
North 65119'07" West for a distance of 273.36 feet;
5. North 70055'16" West for a distance of 280.30 feet; thence
North 19004'50" East for a distance of 57.82 feet; thence
along a curve to the right of which the radius point lies
South 73101'06" East, a radial distance of 530.61 feet, Northeasterly along the arc for a
distance of 173.56 feet, through a central angle of 1844'28", and a long chord which bears
North 26021'08" East for a distance of 172.79 feet; thence
North 35043'32" East for a distance of 50.00 feet; thence
along a curve to the right of which the radius point lies
South 52010'36" East, a radial distance of 682.50 feet, Northeasterly along the arc for
distance of 237.06 feet, through a central angle of 19054'04", and a long chord which bears
North 4746'26" East for a distance of 235.87 feet; thence
North 57043'28" East for a distance of 46.19 feet; thence
along a non -tangent curve to the left of which the radius point lies
North 33000'07" West, a radial distance of 317.50 feet, Northeasterly along the arc for a
distance of 317.50 feet, through a central angle of 57117'45", and a long chord which bears
North 28021'01" East for a distance of 304.44 feet; thence
North 00017'51" West for a distance of 350.00 feet to a point on the Northerly boundary line
of the Northeast quarter of Section 30; thence
along said boundary,
North 89042'09" East for a distance of 564.00 feet; to the POINT OF BEGINNING.
Containing 58.81 acres, more or less, more or less, and is SUBJECT TO easements,
restriction and covenants of record.
AND ALSO:
SUBJECT TO the following easement:
PARCEL DESCRIPTION
INGRESS/EGRESS ACCESS EASEMENT
That portion of the Northwest quarter of Section 30, Township 3 North, Range 1 East, Boise
Meridian; Ada County, Idaho, for the purpose of a 20 -foot wide easement being 10 -feet East
and West of the following described center line:
Commencing at the Northwest corner of Section 30, thence
along the Northerly boundary of said Section,
North 89142'09" East for a distance of 1,551.85 feet to the POINT OF BEGINNING; thence
South 0241'41" West for a distance of 693.30 feet; thence
South 10129'38" West for a distance of 200.84 feet; thence
South 20158'00" West for a distance of 274.73 feet; thence
South 35102'28" West for a distance of 152.80 feet; thence
South 41004'16" West for a distance of 234.37 feet; thence
South 2604.1'37" West for a distance of 151.81 feet; thence
South 09058'16" West for a distance of 177.32 feet to the POINT OF TERMINUS;
Sidelines to be lengthened or shortened to match the Beginning and Terminus of this
description.
AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO) - -
COUNTY OF ADA )
I, 7t �/rt !� �u ry �l(r2GfW
(name) ` (address)
(city) (state)
being first duly sworn upon, oath, depose and say:
1. That I am the record owner of the property described on the attached, and I grant my
permission to:
(name) (address)
to submit the accompanying application(s) pertaining to that property.
2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the ownership of the property which is the subject of the application.
3. I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing
"said application(s).
Dated this d'yj day of Ii/M 20
SUBSCRIBED AND SWORN to before me the day and year first above
B py,V ifr ,9i / J/V/lnJ VVI ._
Ko%
4.afts' a (Notary Public for Idaho)
Residing at:
a
My Commission Expires: i7 -O S'
Community Development r Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org/plaunju
POINT
SUBDIVISION
SUBDIVISION— J�M
PHASE 1
0 500 1,000
SCALE IN FEET
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SILVERWATER SHEET
PHASE 3 VICINITY MAP
1
C�VE ID ==-
Community Development
Parcel Verification
Date: 1/15/15
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Meridian, Idaho 83642
208.887.2211
The parcel information below has been researched and verified as correct by the City of Meridian
Community Development Department.
Project Name: Silverwater Subdivision
Parcel Number(s): 51130212700 (3.869 Acres)
S1130120760 (29.291)
T/R/S: 3N 1E 30
Property Owner: Viper Investments, LLC
1977 E. Overland Rd.
Meridian, ID 83642
Address Verification
Rev: 04/23/12
1141811111,
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ADA COUNTY STREET NAME EVALUATION
SUBDIVISION NAME: SILVERWATER SUB NO 03
AGENCY and AGENCY FILE NO: Meridian:
TOWNSHIP/ RANGE/SECTION: 3N 1E 30 NW4 NE4
DEVELOPER: J -U -B ENGINEERS INC
The street name comments listed below are made by the members of the ADA COUNTY
STREET NAME COMMITTEE (Under the direction of the Ada County Assessor) regarding this
development in accordance with the Ada County Street Name Ordinance. Overall final street
names are subject to change at Final Plat phase levels due to design changes, time restraints
and/or previous recorded plat street alignments.
THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT:
'S. MERIDIAN RD - 'E. VICTORY RD
THE FOLLOWING PROPOSED STREET NAMES ARE RECOMMENDED FOR APPROVAL:
S. BARLETTA AVE i'E. BOARDWALK ROW DR- A'S. BRIGHAM AVE -
.'E. ITALY ST .'S. MESA AVE ®` E. PISTIOA ST
E. SPRINGLOYD ST -
THE FOLLOWING PROPOSED STREET NAMES ARE RECOMMENDED FOR DENIAL:
'E. INTELLIGENCE DR- aligns with E. SPRINGLOYD ST-
' S. PERGOLA AVE - aligns with S. BARLETTA WAY
THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE:
Please replace E. INTELLIGENCE DR with E. SPRINGLOYD ST
Please replace S. PERGOLA AVE with S. BARLETTA AVE
NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON
THE SUBDIVISION PLAT AND RESUBMIT TO THE COMMITTEE. A FINAL REVIEW WITH NO CHANGES
REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY SURVEYOR AT TIME
OF RECORDING.
ADA COUNTY ASSESSOR
MERIDIAN
FIRE
ADA COUNTY HIGHWAY DIS.
ADA COUNTY SHERIFF
DATE t - ? � - I �-
DATE_V4aAV
DATE / 22-' "/,S�
DATE i Z�- 10�
DATE �22A�
E& ,
F
E
NUB
1 -U -B ENGINEERS, INC.
0 150 300
SCALE IN FEET
ERWATER SUBDIVISION No. 3
MERIDIAN, IDAHO
DRAINAGE CATCHMENT PLAN
10-14-1211
CALCULATIONS
FOR
Silverwater Subdivision No. 3
City of Meridian
Ada County, Idaho
20 -Jan -2015
CJNUEB
J -U -B ENGINEERS, INC.
250 S. Beechwood Drive, #201
Boise, Idaho 83709
208-376-7330
PROJECT NO. 10-14-121
Silvemater Subdivision No.3
SITE OVERVIEW
Silverwater Subdivision is located on the south side of Victory Road and approximately 2,000 -ft east
of Meridian Road in Meridian, Idaho. The remaining phases of the subdivision will include the
development of 104 lots on 29.3 acres, which includes 42 lots on 17.3 acres for the development of
Phase 3 of Silverwater Subdivision.
EXISTING DRAINAGE
The project site presently consists of empty agriculture fields with several irrigation ditches located
throughout the property. The ground slopes gently from southeast to northwest at grades generally
less than 1%.
DRAINAGE DESIGN CONCEPT
The proposed stormwater improvements include the installation of roadways, pipe networks,
stormwater treatment systems, and storage facilities. The surface flow will be directed to and
contained within the road sections to designed low points where inlets will capture the stormwater
and convey it through a pipe network to a discharge location. A treatment system will be installed
for each pipe network prior to allowing the stormwater to be be discharged to the storage facility.
The site was divided into catchment areas based on the inlet locations and high points within the
roadway. Each catchement area was analyzed for the 25 -year flow rate for conveyance, the water
quality event for treatment, and the 100 -year runoff for storage.
CALCULATION METHODS
Calcualtions were prepared in accordance with the current edition of the Ada County Highway
District Stormwater Policy Manual using the rational method (Q=CIA). The catchment areas are
shown on the Drainage Catchment Plan. The average rainfall intensity is estimated from the
"Rainfall Intensity -Duration -Frequency Relationship" figure for each storm event noted. The time of
concentration is determined using the TR -55 method and combines the longest overland grass flow
time to gutter flow time. Calculations and spreadsheets are included with this report for all
catchment areas.
SOIL CONDITIONS
Based upon the preliminary soils and subsurface investigation for this subdivision, the existing soils
will accept the runoff. However, in the event that during construction the contractor encounters
either groundwater or rock, a revised design will be done based upon field conditions.
\\Boisefiles\oublic\Projects\JUB\10-14-121 Silverwater Phase 3wlodel_Calcs\Drainage\Silverwater 3 Drainage.xlsx
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Basin A
Contributing Catchment Areas: A
Required Overall Storage Volume: 1,633 ft3
Required Water Quality Volume: 483 ft'
Required Water Quality Flow Rate: 6,48 cfs
Vo
lume Calculations
Trench Inputs
Trench Inputs
Depth =
6 ft
Length =
69 ft
Width =
10 ft
Void Ratio =
40%
Trench Volume =
1,656.0 ft'
itoraoe Duration
Sand and Grease Trap Calculations
PROJECT NO. 10-14-121
Silverwaler Subdivision No. 3
Trench Inputs
1000 gallon
Infiltration Area =
414 fe
48 in
Infiltration Rate =
8 in./hr
Baffle Separation =
Trench Infiltration =
276 ft3lhr
Time for 90% Percolation =
1.57 hr
Sand and Grease Trap Calculations
PROJECT NO. 10-14-121
Silverwaler Subdivision No. 3
I1BoisefileslpubliclProjects\JUBl10-14-121 Silvemaler Phase Model CalcMDrainagelSllvewter 3 Drainage.xlsx Page 4 of 9
Box Volume =
1000 gallon
Interior Box Width =
48 in
Q,No = 0.48 ft'/sec
Baffle Separation =
20 in
Throat Velocity = 0.07 Mae
Number of Boxes =
1
Throat Area =
6.67 fh
Throat Velocity must be < 0.50 ft/sec
I1BoisefileslpubliclProjects\JUBl10-14-121 Silvemaler Phase Model CalcMDrainagelSllvewter 3 Drainage.xlsx Page 4 of 9
Basin B
Contributing Catchment Areas: B
Required Overall Storage Volume: 11,944 ft3
Required Water Quality Volume: 3,531 ft3
Required Water Quality Flow Rate: 2.88 cfs
Volume Calculations
Trench Inputs
Trench Inputs
Depth =
12 ft
Length =
127 ft
Width =
20 ft
Void Ratio =
40%
Trench Volume =
12,192.0 ft'
itoraae Duration
Sand and Grease Trap Calculations
PROJECT NO. 10-14-121
Silvemaler Subdivision No. 3
Box Volume = 1000 gallon each
Interior Box Width = 48 in QVQ = 2.88 ft/sec
Baffle Separation = 20 in Throat Velocity = 0.43 ft/sec
Number of Boxes = 1
Throat Area = 6.67 ft
Throat Velocity must be < 0.50 ft/sec
"Boisefles\publiclPmjecls\JUBI10-14-121 Silverwater Phase 31Model_Calms DrainagelSilvemaler 3 Drainage.xlsx Page 5 of 9
Trench Inputs
Infiltration Area =
1,524 ftz
Infiltration Rate =
8 in./h1
Trench Infiltration =
1,016 ft3/hr
Time for 90% Percolation =
3.13 hr
Sand and Grease Trap Calculations
PROJECT NO. 10-14-121
Silvemaler Subdivision No. 3
Box Volume = 1000 gallon each
Interior Box Width = 48 in QVQ = 2.88 ft/sec
Baffle Separation = 20 in Throat Velocity = 0.43 ft/sec
Number of Boxes = 1
Throat Area = 6.67 ft
Throat Velocity must be < 0.50 ft/sec
"Boisefles\publiclPmjecls\JUBI10-14-121 Silverwater Phase 31Model_Calms DrainagelSilvemaler 3 Drainage.xlsx Page 5 of 9
Basin C
Contributing Catchment Areas: C
Required Overall Storage Volume: 8,922 ft'
Required Water Quality Volume: 2,638 W
Required Water Quality Flow Rate: 2.11 cfs
Volume Calculations
Trench Inputs
Trench Inputs
Depth =
12 ft
Length =
190 It
Width =
10 ft
Void Ratio =
40%
Trench Volume =
9,120.0 W
3toraue Duration
Sand and Grease Trap Calculations
PROJECT NO. 10-14-121
Silvemater Subdivision No. 3
Box Volume = 1000 gallon each
Interior Box Width = 48 in QWQ = 2.11 ft3/sec
Baffle Separation = 20 in Throat Velocity = 0.32 ft/sec
Number of Boxes = 1
Throat Area = 6.67 ft
s Throat Velocity must be < 0.50 ft/sec
\\Boisefiles\public\Projects\JUB\10-14-121 Silvemater Phase 3\ Model_Calcs\Drainage\Silvemater 3 Drainage.xlsx Page 6 of 9
Trench Inputs
Infiltration Area =
2,280 ftz
Infiltration Rate =
8 in./hr
Trench Infiltration =
1,520 ft3/hr
Time for 90% Percolation =
1.56 hr
Sand and Grease Trap Calculations
PROJECT NO. 10-14-121
Silvemater Subdivision No. 3
Box Volume = 1000 gallon each
Interior Box Width = 48 in QWQ = 2.11 ft3/sec
Baffle Separation = 20 in Throat Velocity = 0.32 ft/sec
Number of Boxes = 1
Throat Area = 6.67 ft
s Throat Velocity must be < 0.50 ft/sec
\\Boisefiles\public\Projects\JUB\10-14-121 Silvemater Phase 3\ Model_Calcs\Drainage\Silvemater 3 Drainage.xlsx Page 6 of 9
Basin D
Contributing Catchment Areas: D
Required Overall Storage Volume: 4,782 ft'
Required Water Quality Volume: 1,414 ft3
Required Water Quality. Flow Rate: 1.38 offs
Volume Calculations
Trench Inputs
Trench Inputs
Depth =
10 It
Length =
120 it
Width =
10 it
Void Ratio =
40%
Trench Volume =
4,800.0 ft3
itorane Duration
Sand and Grease Trap Calculations
PROJECT NO. 10-14-121
Silvenvater Subdivision No. 3
Box Volume = 1000 gallon each
Interior Box Width = 48 in QM = 1.38 ft3/sec
Baffle Separation = 20 in Throat Velocity = 0.21 ft/sec
Number of Boxes = 1
Throat Area = 6.67 ftZ Throat Velocity must be < 0.50 ft/sec
I%Boisefiles\public%Pmjects%JUB110-14-121 Silvemaler Phase 31Model_Calcs\Drainage\Silvemater 3 Drainage.Au Page 7 of 9
Trench Inputs
Infiltration Area =
1,200 ttz
Infiltration Rate =
8 in./hr
Trench Infiltration =
800 ft'/hr
Time for 90% Percolation =
1.59 hr
Sand and Grease Trap Calculations
PROJECT NO. 10-14-121
Silvenvater Subdivision No. 3
Box Volume = 1000 gallon each
Interior Box Width = 48 in QM = 1.38 ft3/sec
Baffle Separation = 20 in Throat Velocity = 0.21 ft/sec
Number of Boxes = 1
Throat Area = 6.67 ftZ Throat Velocity must be < 0.50 ft/sec
I%Boisefiles\public%Pmjects%JUB110-14-121 Silvemaler Phase 31Model_Calcs\Drainage\Silvemater 3 Drainage.Au Page 7 of 9
Basin E
Contributing Catchment Areas: E
Required Overall Storage Volume: 6,210 ft'
Required Water Quality Volume: 1,836 ft'
Required Water Quality Flow Rate: 1.73 cis
Volume Calculations
PROJECT NO. 10-14-121
Silvemater Subdivision No.3
Storaae Duration
Trench Inputs
Depth = 10 ft
Length = 156 ft
Width = 10 ft
Void Ratio = 40%
Trench Volume = 6,240.0 ft'
Storaae Duration
Sand and Grease Trap Calculations
Box Volume = 1000 gallon each
Interior Box Width = 48 in QM = 1.73 ft'
/sec
Baffle Separation = 20 in Throat Velocity = 0.26 ft/sec
Number of Boxes = 1
Throat Area = 6.67 ft
z Throat Velocity must be < 0.50 fUsec
%lBoisefileslpublic\PmiectslJUB110-14-121 Silvenvater Phase 31 Model_CalmMminage\Silverwater 3 Drainage.xlsx Page 8 of 9
Trench Inputs
Infiltration Area = 1,560 ft2
Infiltration Rate = 8 in.lhr
Trench Infiltration = 1,040 ft'/hr
Time for 90°/, Percolation = 1.59 hr
Sand and Grease Trap Calculations
Box Volume = 1000 gallon each
Interior Box Width = 48 in QM = 1.73 ft'
/sec
Baffle Separation = 20 in Throat Velocity = 0.26 ft/sec
Number of Boxes = 1
Throat Area = 6.67 ft
z Throat Velocity must be < 0.50 fUsec
%lBoisefileslpublic\PmiectslJUB110-14-121 Silvenvater Phase 31 Model_CalmMminage\Silverwater 3 Drainage.xlsx Page 8 of 9
Boise Area Intensity -Duration -Frequency
NOAA Atlas 2
Intensity Duration Frequency
3.5
C
2.5
L
d 2 X\
L
V
� 1.5
c 1 \ \
r
10year
0- 100 year
10 min 15 min 30 min 1 hour 2 hours 3 hours 6 hours 12 hours 24 hours
Duration in minutes and hours
Intensity (inches per hour)
Design Storm
21
5
10 "
2i
50'.
700:
Tc_-----------------
-____
0.17
0.17
10 min
1.21
1.67
1.96
2.37
2.73
3.11
0.25
15 min
1.02
1.41
1.66
2.00
2.30
2.62
0.33
20 min
0.85
1.17
1.37
1.67
1.91
2.19
0.42
25 min
0.74
1.01
1.19
1.44
1.65
1.87
0.50
30 min
0.71
0.98
1.15
1.39
1.59
1.82
0.58
35 min
0.59
0.81
0.95
1.14
1.31
1.50
0.67
40 min
0.54
0.74
0.87
1.05
1.20
1.37
0.75
45 min
0.50
0.68
0.81
0.97
1.11
1.26
0.83
50 min
0.47
0.64
0.75
0.90
1.04
1.17
0.92
55 min
0.45
0.62
0.73
0.88
1.01
1.15
1.00
1 hour
0.45
0.62
0.73
0.88
1.01
1.15
2.00
2 hours
0.27
0.36
0.42
0.50
0.58
0.66
3.00
3 hours
0.20
0.27
0.32
0.37
0.43
0.48
6.00
6 hours
0.13
0.17
0.20
0.23
0.27
0.30
12.00
12 hours
0.08
0.11
0.13
0.15
0.18
0.19
24.00
24 hours
0.05
0.07
0.08
0.09
0.11
0.12
NOAA Atlas 2
Intensity Duration Frequency
3.5
C
2.5
L
d 2 X\
L
V
� 1.5
c 1 \ \
r
10year
0- 100 year
10 min 15 min 30 min 1 hour 2 hours 3 hours 6 hours 12 hours 24 hours
Duration in minutes and hours
Channel Report
Hydraflow Express Extension For AutoCAD® Civil 31D® 2013 by Autodesk, Inc.
Al
Circular
Diameter (ft) = 1.00
Invert Elev (ft)
= 100.00
Slope (%)
= 0.25
N -Value
= 0.010
Calculations
Compute by:
Known Q
Known Q (cfs)
= 0.52
Elev (ft)
102.00
101.50
101.00
100.50
100.00
Section
Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (ft/s)
Wetted Perim (ft)
Crit Depth, Yc (ft)
Top Width (ft)
EGL (ft)
Tuesday, Jan 20 2015
= 0.33
= 0.520
= 0.23
= 2.30
= 1.22
= 0.30
= 0.94
= 0.41
Depth (ft)
2.00
1.50
1.00
0.50
we
1
Reach (ft)
2
Channel Report
Hydraflow Express Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc.
A2
Circular
Diameter (ft) = 1.00
Invert Elev (ft)
= 100.00
Slope (%)
= 1.33
N -Value
= 0.010
Calculations
Compute by:
Known Q
Known Q (cfs)
= 0.41
Elev (ft)
102.00
101.50
101.00
100.50
100.00
Section
Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (ft/s)
Wetted Perim (ft)
Crit Depth, Yc (ft)
Top Width (ft)
EGL (ft)
Tuesday, Jan 20 2015
= 0.19
= 0.410
= 0.10
= 3.91
= 0:90
= 0.27
= 0.79
= 0.43
1
Reach (ft)
E
Depth (ft)
2.00
1.50
1.00
0.50
-0.50
3
Channel Report
Hydraflow Express Extension for AutoCAD@) Civil 3D@)2013 by Autodesk, Inc.
-F
Circular
Diameter (ft) = 1.25
Invert Elev (ft) = 100.00
Slope (%) . = 0.25
N -Value = 0.010
Calculations
Compute by: Known Q
Known Q (cfs) = 3.95
Elev (ft)
102.00
101.50
101.00
100.50
100.00
99.50
Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (ft/s)
Wetted Perim (ft)
Crit Depth, Yc (ft)
Top Width (ft)
EGL (ft)
Section
Tuesday, Jan 20 2015
= 0.97
= 3.950
= 1.02
= 3.86
= 2.70
= 0.81
= 1.04
= 1.20
0 1 2 3
Reach (ft)
Channel Report
Hydraflow Express Extension For AutoCAD® Civil 3D® 2013 by Autodesk, Inc.
B1 and B2
Circular
Diameter (ft) = 1.25
Invert Elev (ft) = 100.00
Slope (%) = 0.69
N -Value = 0.010
Calculations
Compute by: Known Q
Known Q (cfs) = 5.68
Elev (ft)
102.00
101.50
101.00
100.50
100.00
99.50
Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (ft/s)
Wetted Perim (ft)
Crit Depth, Yc (ft)
Top Width (ft)
EGL (ft)
Section
Tuesday, Jan 20 2015
= 0.86
= 5.680
= 0.90
= 6.29
= 2.45
= 0.97
= 1.16
= 1.48
0 1 2 3
Reach (ft)
Channel Report
Hydraflow Express Extension for AutoCAD® Civil 3130 2013 by Autodesk, Inc.
C1
Circular
Diameter (ft) = 1.00
Invert Elev (ft)
= 100.00
Slope (%)
= 0.31
N -Value
= 0.010
Calculations
Compute by:
Known Q
Known Q (cfs)
= 2.32
Elev (ft)
102.00
101.50
101.00
100.50
100.00
a• �
Section
Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (fUs)
Wetted Perim (ft)
Crit Depth, Yc (ft)
Top Width (ft)
EGL (ft)
Tuesday, Jan 20 2015
= 0.75
= 2.320
= 0.63
= 3.67
= -2.10
= 0.65
= 0.87
= 0.96
1
Reach (ft)
2
Depth (ft)
2.00
1.50
1.00
0.50
MIX
0.50
3
Clhannel Report
Hydraflow Express Extension for AutoCAD® Civil 3D@2013 by Autodesk, Inc.
C1 and C2
Circular
Diameter (ft) = 1.25
Invert Elev (ft) = 100.00
Slope (%) = 2.06
N -Value = 0.010
Calculations
Compute by: Known Q
Known Q (cfs) = 4.14
Elev (ft)
102.013
101.50
101.00
100.50
100.00
99.50
Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (ft/s)
Wetted Perim (ft)
Crit Depth, Yc (ft)
Top Width (ft)
EGL (ft)
Section
Tuesday, Jan 20 2015
= 0.51
= 4.140
= 0.47
= 8.74
= 1.74
= 0.83
= 1.23
= 1.70
0 1 2 3
Reach (ft)
J'U•B ENGINEERS, INC.
April 6, 2615
Sonya Watters
Associate City Planner
City of Meridian
33 E. Broadway Avenue, Suite 102
Meridian, Idaho 83642
RE: SILVERWATER SUBDIVISION NO. 3
GROUNDWATER ELEVATIONS
Dear Sonya:
J -U -B COMPANIES = I "NOOON I MAPP,INO
GROUP
INC.
Groundwater monitoring for the project site was performed by Site Consulting, LLC and is summarized in
their report dated January 4, 2015. According to the report, groundwater is anticipated at a depth of 35
to 50 -ft below the existing ground surface. Based on the information provided in the geotechnical
reports, the roadway finish centerline elevations would be more than 3 -ft above the anticipated
groundwater elevation.
Please feel free to contact me at 208.376.7330 if you have any questions.
Sincerely,
1 -U -B ENGINEERS, Inc.
Scott Wonders, P.E.
Land Development Group Lead
a 250 S. Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208-376-7330 f 208-323-9336 w www.jub.com
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Hearing Date: May 5, 2015
File No.: FP -15-012
Project Name: Silverwater Subdivision No. 3
Request: Request for final plat consisting of 42 common lots, 6 common lots and 1 other lot on
17.22 acres of land in the R-8 zoning district, by Trilogy Development.
Location: The site is located on the south side of E. Victory Road midway between S. Meridian
Road and S. Locust Grove Road, in the NE 1/4 of Section 30, Township 3N., Range IE.