HomeMy WebLinkAboutCity Clerk ChecklistCITY CLERK FILE CHECKLIST
Project Name: Shepherd Creek Subdivision File No.
Contact Name: Matt Shultz Phone:
Date Received from Planning and Zoning Department:
Planning and Zoning Level:
❑ Transmittals to agencies and others:
❑ Notice to newspaper with publish dates:
FP 07-003
880-1695
January 26, 2007
Hearing Date: N/A
and
❑ Certifieds to property owners:
❑ Planning and Zoning Commission Recommendation: 0 Approve ❑ Deny
Notes:
City Council Level:
0 Transmittals to agencies and others:
❑ Notice to newspaper with publish dates:
❑ Certifieds to property owners:
Hearing Date: February 20, 2007
January 31, 2007
N/A and N/A
❑ City Council Action: ❑ Approve ❑ Deny
❑ Findings / Conclusions / Order received from attorney on:
Findings / Conclusions / Order:
R..a1.1—
❑
Approved by Council:
Ongnel Ras / Capy Cent M[r bo
copy City rq City clam
CltErrgrreer
City Plai_
Copies Disbursed:
CM P ,—
ste,-ir,gCpdifi-
PrgeU File
El
Findings Recorded
Deputy Clark
copy Res/Ongnal CerL
Ada Co"y IC7"
Development Agreement:
ApPai, t{nan —'
bourdW tlbp n�.
❑
Sent for signatures:
0rign.1 Mirudebook
atiC�
Copies Stela
Sale Tax Comm.
swe Treewrer. ALpt Assessor
❑
Signed by all parties:
Ong Codi y
city Altomey
City Enpnaer
❑
Approved by Council:
CIhPI�,a
Project file
Ami,ail (if appl.)
❑
Recorded:
OaprAY Clerk
F /nr
i
Ongnel. M4nu[ebook
❑
Copies Disbursed:
Copies tx, AppticerR
Prga�,i�
City Engneer
Ordinance
No. Resolution No.
City Pl—
o;�C-„
•• R—d Vr "*" Plndlrlpe ,•
❑
Approved by Council:
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Ongnal'Fireprnof R.
COple$ ic&k
❑
Recorded: Deadline: 10 days
d file
P "°�
City Engineer
Published in newspaper:
City HIM —
City
°D;� y
❑
Copies Disbursed:
Notes:
CITY OFF Imo,
1Gin - TRANSMITTALS TO AGENCIES FOR COMMENTS ON
IDAHO DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
To insure that your comments and recommendations will be considered by
iFi °JM` TRF.:$URE V N1YY
19 3 the Meridian City Council please submit your
MAYOR I comments and recommendations to Meridian City Hall
Tammy de Weerd
CITY COUNCIL MEMBERS
Keith Bird
Joseph W. Borton
Charles M. Rountree
Shaun Wardle
CITY DEPARTMENTS
City Attorney/HR
703 Main Street
898-5506 (City Attorney)
898-5503 (HR)
Fax 884-8723
Fire
540 E. Franklin Road
888-1234/fax 895-0390
Parks & Recreation
11 W. Bower Street
888-3579/fax 898-5501
Planning
660 E. Watertower Lane
Suite 202
884-5533/fax 888-6854
Police
1401 E. Watertower Lane
888-6678/fax 846-7366
Public Works
660 E. Watertower Lane
Suite 200
898-5500/fax 898-9551
- Building
660 E. Watertower Lane
Suite 150
887-2211 / fax 887-1297
- Wastewater
3401 N. Ten Mile Road
888-2191 / fax 884-0744
- Water
2235 N.W. 8th Street
888-5242/fax 884-1159
Attn: Will Berg,JCity Clerk, by: February 13, 2007
Transmittal Date: January 31, 2007 File No.: FP 07-003
Hearing Date: February 20, 2007
Request: Final Plat approval of 55 single-family residential building
lots on 12.00 acres in an R-8 zone for Shepherd Creek Subdivision
By: RMR Consulting, Inc
Location of Property or Project: West side of Meridian Road,
approximately 1/2 mile south of Overland Road
Steve Siddoway (no FP)
David Moe (no FP)
Wendy Newton-Huckabay (No FP)
Michael Rohm (No FP)
Keith Borup (No FP)
Tammy de Weerd, Mayor
Charlie Rountree, C/C
Joe Borton, C/C
Keith Bird, C/C
David Zaremba C/C
Water Department
Sewer Department
Sanitary Services(No VAR, VAC, FP)
Building Department / Rich Greene
Fire Department
Police Department
City Attorney
City Engineer
City Planner
Parks Department
Economic Dev. (CUP only)
Your Concise Remarks:
Meridian School District (No FP)
Meridian Post Office(FP/PP only)
Ada County Highway District
Ada County Development Services
Central District Health
Nampa Meridian Irrig. District
Settlers Irrig. District
Idaho Power Co. (FP,PP,CUP)
Qwest (FP/PP only)
Intermountain Gas (FP/PP only)
Bureau of Reclamation (FP/PP only)
Idaho Transportation Dept. (No FP)
Ada County Ass. Land Records
Meridian Development Corp.
Historical Preservation Comm.
CITY HALL 33 EAST IDAHo AVENUE MERIDIAN, IDAHo 83642 (208) 888-4433
CITY CLERK -FAX 888-4218 FINANCE & UTILITY BILLING -FAX 887-4813 MAYOR'S OFFICE -FAX 884-8119
Printed on recycled paper
•../ 1%0.1
Hearing Date: February 20, 2007
File No.: FP-07-003
Project Name: Shepherd Creek Subdivision
Request: Final Plat approval of 55 single-family residential building lots and 7 common
lots on 12.00 acres in an R-8 zone by RMR Consulting, Inc.
Location: West side of Meridian Road, approximately %2 mile south of Overland Road in the
SE 1/4 of T. 3N., R. 1 W., Section 24.
RE
.F �ij
.D
JAN 2 6 2007
City Of Meridian
. ityClerk OM,,
M
Cqferidian
ID:V
f
Planning Department
COMMISSION & COUNCIL REVIEW APPLICATION
Type of Review Requested (check all that apply)
❑ Annexation and Zoning
❑ Comprehensive Plan Map Amendment
❑ Comprehensive Plan Text Amendment
❑ Conditional Use Permit
❑ Conditional Use Permit Modification
Final Plat
❑ Final Plat Modification
❑ Planned Unit Development
❑ Preliminary Plat
❑ Rezone
❑ Time Extension (Commission or Council)
❑ UDC Text Amendment
❑ Vacation (Council)
❑ Variance
❑ Other
Information
STAFF USE ONLY:
File number(s): FF —U -� ^Uy -3
Project name•L
Date filed: (t Date complete:
Assigned Planner: Y _
Related files: t ' -Q (�i Oaf
Hearing dater Zo ❑ Commission Council
Applicant name: i.�_M fl, Cv� I- � 411- I+1C Phone: t4
Applicant address: il, -7 6r.Z. Zip:
Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned ther Owner name: � - e_-(c l S CA-L Lc Phone: &-7z 14r ((r
P
Owner address: Zip: a5-70A
Agent name (e.g., architect, engineer, developer, representative):
Firm name: Q iM �z cOAS +� 1".e. r. C .
Address: `Z CLL -?
V•t
Primary contact is--fi1 Applicant ❑ Ownerj-4 Agent
Contact name: � V_ Cewsk- Rl t-1, ,
E-mail: Cj CA`,.- �� A e y, . �0
ect Property Information
Phone: Et�D I (act S
Zip: a3(0 <<- X -
❑ Other
C_ Z Phone: V o I (o Ct
YY\ Fax: tc!,9_ T
Location/street address: - 2A-55 S -
Assessor's parcel number(s): 5 12� �75C70
Township, range, section: y Total acreage.
Current land use: --,t ' Current zoning district:
660 E. Watertower Lane. Suite 202 • Meridian, Idaho 83642
Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridianci1y.org
I
__01 NW-001
Project Description 1 C
Project/subdivision name:
General description of proposed project/request:
U !' .S
Proposed zoning district(s):
Acres of each zone proposed: % ,Z • Co
Type of use proposed (check all that apply):
--4 Residential ❑ Commercial ❑ Office ❑ Industrial
0 Other
Amenities provided with this development (if applicable)- \L1
i
Who will own & maintain the pressurized irrigation system in this development? `N M 1
Which irrigation district does this property lie within? hl M I D
Primary irrigation source: 1p"'Secondary: C_i
a
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water):
Residential Project Summary (if applicable)
Number of residential units: C:� S Number of building lots: 5 �?
Number of common and/or other lots:
Proposed number of dwelling units (for multi -family developments only): 1� Vfi
1 Bedroom: V- I -` 2 or more Bedrooms: 01
Minimum square footage of structure(s) (excl. garage): 14W - Proposed building height: .Z l
Minimum property size (s.f): 4:; 09 .Z <; F , Average property size (s.f.): (v (o S `f
Gross density (DU/acre-total land): �'. 51 �u Pr — Net density (DU/acre-excluding roads & alleys):
Percentage of open space provided: //� , rj �f . Acreage of open space: r j 3L9 S
Percentage of useable open space: ! rj �� , (See Chapter 3, Article(G, for qua ified open space)
Type of open ace provided in acreslandscaping, common etc): 1 �� ; �d-�S ���"'r'�''
YP P P P (i.e.,Cpublic,
Type of dwelling(s) proposed: -qSingle-family ❑ Townhomes ❑ Duplexes ❑ Multi -family
Non-residential Project Summary (if applicable) N/A
Number of building lots: Other lots:
Gross floor area proposed: Existing (if applicable):
Hours of operation (days and hours): Building height:
Percentage of site/project devoted to the following:
Landscaping: Building: Paving:
Total number of employees: Maximum number of employees at any one time:
Number and ages of students/children (if applicable): Seating capacity:
Total number of parking spaces provided: Number of compact spaces provided:
Authorization
Print applicant
Applicant signature:
660 E. Watertower
Phone: (208) 884-5533 • Fa si
t--A (Z C<: -".N -
� Date:
Suite 202 e Meridian, Idaho 83642
(208) 888-6854 • Website: www.meridiancity.org
2
,-f
KMKC0N,5ULT1NG, INC.
2127 S. Alaska Way
Meridian, ID 83642
(208) 880-1695 Office/Cell
(208) 893-5325 Fax
December 6, 2006
City of Meridian
City Council
c/o City of Meridian Planning Department
660 E. Watertower Lane, Suite 202
Meridian, ID 83642
RE: Shepherd Creek Subdivision — PP-06-040 & MI-06-004
Final Plat Application
Dear Honorable Mayor and City Council:
On behalf of Shepherd's Creek LLC, please accept the Final Plat application for the
Shepherd Creek Subdivision located on 2475 S. Meridian Road, within the preliminary
plat approved for Shepherd Creek Subdivision on October 24, 2006. We are requesting
Final Plat approval for 55 residential building lots and 5 common lots on 12.00 acres
within an existing R-8 zone.
The preliminary plat for Shepherd Creek Subdivision conforms to all conditions of the
approved preliminary plat and to the requirements of the Uniform Development Code. In
addition, the development plans and final plat conform to acceptable engineering and
surveying practices and local standards.
We look forward to the Final Plat for Shepherd Creek being on your next available
agenda for approval. Please contact me if you have any questions or require additional
information.
i�Sincerely,
(J -
Matthew Schultz
RMR Consulting, Inc.
Attach: Final Plat Application with all required items
Cc: Todd Massey, Shepherd's Creek LLC
Ray Schild, Shepherd's Creek LLC
DESCRIPTION FOR
SHEPHERD CREEK SUBDIVISION
DECEMBER 5, 2006
A PARCEL OF LAND LOCATED IN THE NE'/4 OF THE SE'/4 OF SECTION 24,
TOWNSHIP 3 NORTH, RANGE 1 WEST OF THE BOISE MERIDIAN,
MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SECTION 24, T. 3 N., R. 1
W., B.M.;
THENCE N 00039'02" E 1330.33 FEET TO THE SOUTHEAST CORNER OF
THE NE'/4 OF THE SE'/4 OF SAID SECTION 24;
THENCE N 89025'13" W 819.47 FEET ALONG THE SOUTH LINE OF SAID NE
'/4 OF THE SE'/4, SAID LINE BEING THE NORTH LINE OF STRADA
BELLISSIMA SUBDIVISION NO. 1 EXTENDED, TO THE REAL POINT OF
BEGINNING OF THIS DESCRIPTION;
THENCE N 89025" 3" W 497.93 FEET TO THE SOUTHWEST CORNER OF
SAID NE'/4 OF THE SE'/4;
ALONG THE BOUNDARIES OF BEAR CREEK SUBDIVISION NOS. 7, 1 AND 6
THE FOLLOWING:
THENCE N 00045'52" E 1049.68 FEET ALONG THE WEST LINE OF SAID NE
'/4 OF THE SE'/4 TO A POINT;
THENCE S 89027'07" E 497.93 FEET TO A POINT;
THENCE LEAVING THE BOUNDARIES OF BEAR CREEK SUBDIVISION
S 00045'52" W 1049.96 FEET TO THE REAL POINT OF BEGINNING OF THIS
DESCRIPTION, COMPRISING 12.00 ACRES, MORE OR LESS.
99
19296-SUB
W. OVERLAND RD.
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VICINITY MAP
SCALE: 1 "=1000'
APPROVED BY: VICINITY MAP
GJW
DATE: Stanley Consultants INC.
LOCATION: SECTION 24, T.3N, RAW, B.M., ADA COUNTY IDAHO 1940 S. BONITO WAY
SUITE 140
REVISIONS MERIDIAN, IDAHO 83642
208-288-0573
(DRAWN: BTK I CHECKED: GJW DATE: 12/05/06 1 SCALE: AS SHOWN I I
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wwAr.titleoneeorp.com
Order No.: A0349537
CORPORATION WARRANTY DEED
For Value Received VALLEY SHEPHERD CHURCH OF THE NAZARENE, INC.
A Corporation duty organized and existing under the laws of the State of IDAHO hereby Grant, Bargain,
Sell and Convey unto SHEPHERD'S CREEK, LLC, AN IDAHO LIMITED LIABILITY COMPANY
Whose current address is: 10280 W. USTICK ROAD, BOISE, ID 8370=
The following described real estate, to wit:
SEE ATTACHED LEGAL DESCRIPTION MARKED EXHIBIT "A", WHICH BY THIS REFERENCE
BECONIES A PART THEREOF AND CONSISTS OF ONE (1) PAGE.
SEE ATTACHED EXHIBIT rB", WHICH BY THIS REFERENCE BECOMES A PART THEREOF
AND CONSISTS OF ONE (1) PAGE.
TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and
assigns forever.
The Grantor does hereby covenant to and with the said Grantees, that it is the owner in fee simple of said
premises; that it is free from all encumbrances, EXCEPT those to which this conveyance is express!y made
subject and those made, suffered or done by the Grantee: and subject to restrictions, dedications, easements,
rights of way and agreements, (if any) of record, and general taxes and assessments, including irrigation
and utility easements, (if any) for the current year, which are not due and payable, and that Grantor will
warrant and defend the same from all lawful claims whatsoever. In constraining this Deed and where the
context so :equines, the singular includes the plural, and the masculine, includes the feminine and neuter.
IN WITNESS WHEREOF, the Grantor, pursuant to a resolution of its Board of Directors has caused its
corporate name to be hereunto subscribed.
Dated: 05/ 11 /06
VALLEY SHEPHERD CHURCH, by:
.FERAL OHNSON, It's SIDENT
ST. OF IDAHO
COUNTY OF ADA
ON THIS /L DAY OF ARIL IN THE YEAR 2006, BEFORE ME, THE UNDERSIGNED, A
NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED, JERALD JOHNSON
KNOWN TOME TO BE THE PRESIDENT OF THE CORPORATION THAT EXECUTED THIS
INSTRUMENT AND THE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID
COftPORA'I-ION, AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE
SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL
YA
E DAYAND YEAR IN THIS CERTIFICATE FIRSTABOVE WRITTEN.
L. STORK �r'``�t 14A L'���'°o
RESID]tiG AT: MERIDIAN ON. ......... d) •,,�°
MY CONU IISSION EXPIRES ON:01f23108
140Tq�f
S +,®
o A
UBLIC e
a
e9� °°h.°°°°•'�Q e C
AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO }
COUNTY OF ADA )
I. S t�.� � 4-: S Lie �_ k � �--C I V,-�r SL euu
(name) (address)
being first duly sworn upon
oath, depose and say:
(city) (state)
1. That I am the record owner of the property described on the attached, and I grant
my permission to:
(name) (address) 3
to submit the accompanying application pertaining to that property.
2. I agree to indemnify, defend and hold the City of Meridian and it's 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.
V I `li
Dated this i day of t ►�� , 20
(Signature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
A<�Pub, n X r r,
ota lic for aho
Residing at
My Commission Expires:
0:110
ADA COUNTY STREET NAME EVALUATION
SUBDIVISION NAME: SHEPHERD CREEK SUB
AGENCY and AGENCY FILE NO: Meridian: PP 06-040
SECTION/ TOWNSHIP/ RANGE: 24 3N 1W
DEVELOPER: STANLEY CONSULTANTS
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 Engineer) 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. ALFANI WAY -'W. CUB ST - **S. GARIBALDI AVE
S. JIOVANNI PL -*W. MAESTRA ST - :S. MERIDIAN RD.
TH PROPOSED STREET NAMES ARE APPROVED:
S� LASKA-WAY�'- W. BEAR TRACK DR W. KODIAK DR,
S. RIPTIDE AVE -E-WI-ItTlEffAi:E�
�"TeqlikLL-
ct
" THE FOLLOWING PROPOSED STREET NAMES ARE DENIED:
Mk�'4'- LK
0
THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE:
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 ENGINEER AT TIME OF
RECORDING.
W. Cub St shall replace W. Cub Dr (change street designation
ADA COUNTY ENGINEER JohnPriester
MERIDIAN
FIRE DEPARTMENT
ADA COUNTY HIGHWAY DIS
ADA COUNTY SHERIFF
Street Approval Sent:
& - 7 -
Representativ6�1' -
Representative
Representative—
Representative _3
DATE_,4*,�*
DATEQ3
DATE
DATE 'D6
0�
DATE
5L
SS:
DRAINAGE CALCULATIONS
FOR
AL
TERFo����
ace �
12'407
0
®Feop���
�4AY Waer
�2
Stanley Consultants INC.
1940 S. Bonito Way, #140
Meridian, Idaho 83642
208-288-0573
1 of 6
..w
DRAINAGE SYSTEM OVERVIEW
SHEPHERD CREEK
PROJECT NO. 19296
Shepherd Creek Subdivision is located within the City of Meridian between Overland Rd. and Victory
Rd. to the West of Meridian Rd. The site consists of single-family lots located on approximately 32.5
acres. This report includes the drainage system layout with flow rates and design calculations.
EXISTING CONDITIONS
The project site presently consists of an empty field. The Hardin Drain currently runs through the
site but is being piped in an 18" pipe along the East and North sides of the site. The drain carries all
pre -development flows.
PROPOSED CONDITIONS
The onsite drainage will be conveyed by surface systems. The surface flow will be contained within
the pavement sections to designed low points which will convey flow to percolation trenches
(seepage beds). These trenches will have a sand/grease trap at the storm drain discharge point
before entering into the seepage bed. Where grading does not permit drainage to the street, lots
will be drained to the back of the lots. The pressurized irrgation trench will be backfilled with sand
and/or drain rock per the details in the construction drawings. This trench will provide adequate
storage for the stormflows for those areas.
The seepage beds were sized to handle all nuisance/water quality flows and for storing the design
event. The 25-year and 100-year events were analyzed for this development to determine sizing of
the various drainage structures.
The rational formula (Q=CIA) was used to estimate the peak runoff rates for all basins. The 'C'
values were taken from Exhibit "A" of the Ada County Highway District policy manual. In cases
where there were different runoff coeficients for a drainage basin, a composit runoff coefficient was
determined. The drainage area for each seepage bed is shown on the attached "Drainage Plan"
drawing. The average rainfall intensity is estimated from the attached "Rainfall Intensity -Duration -
Frequency Relationship" figure for a 25 year and 100 year runoff event. The time of concentration is
determined by adding the longest overland grass flow time and/or gutter flow time. In the event that
the storm flows for two or more drainage basins are combined into one sand and grease trap or
seepage bed, the longest time of concentration for the individual basins is used to calculate rainfall
intensities for all associated basins. Calculations and spreadsheets are included with this report for
all drainage improvements.
SOIL CONDITIONS
Based upon the soils and subsurface investigation for this subdivision there should be no problems
with the existing soils for drainage as designed. However, in the event that during construction we
encounter either groundwater or rock, a revised design will be done based upon field conditions.
2 of 6
.� SHEPHERD CREEK
CALCULATION METHODS PROJECT NO. 19296
Pages for Calculation Methods are provided for the sole purpose of displaying quations
used for subsequent calculations. The numbers used in this section are not specific to this project
Time of Concentration Calcuations
From TR-55 : Overland Grass Flow
0.007[(n)(L))o.a
T, =-_.
V-2) ls)
0.14 hours
8.48 minutes
T , = 8.0 minutes
From TR-55: Gutter Flow
v = 20.3282 (s) )
1.44 ft/sec
T2=
L/V
=
348.5 seconds
T 2 =
5.8 minutes
Total Tc =
T1 + T2
Tc =
13.8 minutes
Qpeak Calculations (Rational Method)
T, = -- hr
Travel Time
n = 0.24
Manning's Coef.
L = 20 ft
Length of Flow
P2= 1.2 in.
2 yr-24 hr Rainfall
s = 0.01 ft/ft
Average Slope
T2 =
-- sec
Travel Time
V =
-- ft/sec
Average Velocity
s =
0.005 ft/ft
Average Slope
L =
501 ft
Length of Flow
Q,00 =
(C)(Iloo)(A)
A =
0.42 acres Drainage Area
Q100=
0.55 ft3/sec
C value=
0.50 Runoff Coeffecient
11oo =
2.60 in/hr 100-yr Intensity
Q25
(C)(Iz5)(A)
125 =
1.85 in/hr 25-yr Intensity
Qzs =
0.39 ft3/sec
Sand and Grease Trap Calculations
Throat Area At = (Baf)(Wi)(1ft /144in) Baf = 12 in. Baffle Separation
4 ft2 Wi = 48 in. Inside Width
Velocity through S/G Trap= Q25/At
0.10 ft/sec
Size of S/G Trap= 1000 gallon
VnIllma ruin-nn+i-
Runoff Volume = Area of Hydrograph
= (0.5)*(1 hr storm)'(Peak Flow)
= 983 ft'
Add 15% 147 ft'
Req'd Volume= 1130 ft'
A =
0.42 acres
Drainage Area
C value=
0.50
Runoff Coeffecient
Ave Tc=
13.8 min
Time of Concentration
Ip =
2.60 in/hr
Intensity value
Ave Q100=
0.55 ft3/sec
100-yr Peak Flow
QA19296\04-Eng\03-Calc\Copy of 19296-DrnCalcs2.xls 3 of 6
CALCULATION METHODS
SHEPHERD CREEK
PROJECT NO. 19296
Trench Volume Calcuations
Trench Dimensions
Storage/ft = (Vr)(D-1)(W)
*D = 10 ft
*Includes 1ft Freeboard
= 32.4 ft'
W = 9 ft
Width
Sidewall Perc/ft = (D-1)(2/3)(2 sides)(Pr)(1ft/12")
L = 26 ft
Length
= 8.00 ft2
Vr = 40 %
Drain Rock Void Ratio
Endwall Perc = (Sidewall Perc)(W)
Pr = 8 in./hr
Percolation Rate
= 72.00 ft'
Trench Volume = [(Length)(Storage/ft + Sidewall
perc/ft)] + (Endwall Perc)
Trench Volume = 1130 ft'
Required Pond Volume = Pond Volume - Trench Volume
0 ft3
Storage Duration
Infiltration Area (Pa)=
Infiltration Rate (Pr)=
Initial Volume (V)=
[(W x L) + 2(L x D)] _
8 in./hr
983 ft3
Time Needed for 90%= [(0.9)(V)(12)] / [(Pr)(Pa)] =
759.6134
1.75 Hours
QA19296\04-Eng\03-Calc\Copy of 19296-DrnCalcs2.xls
4of6
SHEPHERD CREEK
PROJECT NO. 19296
Area
Time of Concentration
Form TR-55: Overland Grass Flow
Manning's Coef.
n=
Length of Flow
L =
ft
Average Slope
s =
%
2 yr-24 hr Rainfall
P2=
in
Travel Time
T, =
min
From TR-55: Gutter Flow
Average Slope
s =
%
Length of Flow
L =
ft
Average Velocity
V =
ft/sec
Travel Time
T2 =
min
From TR-55: Pipe Flow
Average Slope
s =
%
Length of Flow
L =
ft
Average Velocity
V =
ft/sec
Travel Time
T2 =
min
Total Time of Conc.
Tc =
min
T.C. for system
Tc =
min
Qp,., Calculations (Rational Method)
Drainage Area
A =
acres
Runoff Coeffecient
C value=
100-yr Intensity
1100 =
in/hr
25-yr Intensity
125 =
in/hr
Peak Flow (100 year)
Q100 =
ft'/sec
Peak Flow (25 year)
Q25 =
ft'/sec
Sand and Grease Trap Calculations
Size of S/G Trap
Number of S/G Traps
Dimensions
in
Throat Area
At =
ft`
Velocity through S/G Trap=
V(s/g)=
ft/sec
Volume Calcuations
Runoff Volume
Vol=
ft3
Total Required Volume
Vol=
ft3
Trench Volume Calcuations
A, C
A C COMBINED B D
0.24
0.24
0.24
0.24
110
105
125
180
1.00%
2.00%
5.80%
2.00%
1.2
1.2
1.2
1.2
33.00
24.00
18.00
37.00
0.40%
0.50%
2.54%
3.25%
685
245
645
650
1.29
1.44
3.24
3.66
8.9
2.8
3.3
3.0
0.20%
0.20%
1.50%
1.00%
150
156
490
30
0.91
0.91
2.49
2.03
2.7
2.9
3.3
0.2
44.6
29.7 44.6
24.6
40.2
44.6
44.6
24.6
40.2
1.95
1.49
2.93
2.49
0.50
0.50
0.50
0.50
1.25
1.25
1.83
1.36
0.94
0.94
1.36
1.01
1.22
0.93 2.15
2.68
1.69
0.92
0.70 1.62
1.99
1.26
1000 gal 1000 gal 1000 gal
1 1 1
12x48 12x48 12x48
4 4 4
0.4 0.5 0.31
3870 4826 3048
4451 5550 3505
Groundwater expected to be
>13' deep based on preliminary
Trench Dimensions
soils report
Depth (inclds 1' freeboard)
D =
ft
Width
W =
ft
10 10 10
Length
L =
ft
17.8 9 9
Drain Rock Void Ratio
Vr =
%
60 136 8540
Percolation Rate
Pr =
in/hr
40 40
Trench Volume
Tvol=
ft3
8 8 8
4451 5550 3505
Pond Volume
Is a pond Required?
Not Not Not
Storage Duration
Required Required Required
Time Needed for 90%
hr
2.31 1.66 1.67
SHEPHERD CREEK
PROJECT NO. 19296
Area E F H G
Time of Concentration
Form TR-55: Overland Grass Flow
Manning's Coef.
n=
Length of Flow
L =
ft
Average Slope
s =
2 yr-24 hr Rainfall
P2=
in
Travel Time
T, =
min
From TR-55: Gutter Flow
Average Slope
s =
Length of Flow
L =
ft
Average Velocity
V =
ft/sec
Travel Time
T2 =
min
From TR-55: Pipe Flow
Average Slope
s =
Length of Flow
L =
ft
Average Velocity
V =
ft/sec
Travel Time
T2 =
min
Total Time of Conc.
Tc =
min
T.C. for system
Tc =
min
Q„e,k Calculations (Rational Method)
Drainage Area
A =
acres
Runoff Coeffecient
C value=
100-yr Intensity
1100 =
in/hr
25-yr Intensity
125 =
in/hr
Peak Flow (100 year)
Q100 =
ft'/sec
Peak Flow (25 year)
Q25 =
ft'/sec
Sand and Grease Trap Calculations
Size of S/G Trap
Number of S/G Traps
Dimensions
in
Throat Area
At =
ft`
Velocity through S/G Trap=
V(s/g)=
ft/sec
Volume Calcuations
Runoff Volume
Vol=
ft3
Total Required Volume
Vol=
ft3
Trench Volume Calcuations
Trench Dimensions
Depth (inclds 1' freeboard)
D =
ft
Width
W =
ft
Length
L =
ft
Drain Rock Void Ratio
Vr =
%
Percolation Rate
Pr =
in/hr
Trench Volume
Tvol=
ft3
Pond Volume
Is a pond Required?
Storage Duration
Time Needed for 90%
hr
0.24
0.24
0.24
0.24
50
125
50
0
1.00%
3.83%
1.00%
1.00%
1.2
1.2
1.2
1.2
18.00
21.00
18.00
0.00
0.00%
0.00%
0.50%
0.50%
0
0
0
125
0.02
0.02
1.44
1.44
0.0
0.0
0.0
1.4
1.00%
3.07%
1.00%
1.00%
277
570
0
0
2.03
3.56
2.03
2.03
2.3
2.7
0.0
0.0
20.3
23.7
18.0
1.4
20.3
23.7
18.0
1.4
0.40
0.99
0.69
0.21
0.40
0.40
0.40
0.90
2.08
1.88
2.24
3.20
1.54
1.39
1.62
2.3
0.33
0.74
0.62
0.60
0.25
0.55
0.45
0.43
599 1340 1113 1089
689 1541 1280 1252
Backfill Pressure Irrigation
Trench to serve as rear lot
drain trench. See details on
Construction Drawings
3 3 3
3 3 3
308 650 624
40 40 40
8 8 8
1292 2721 2612
Not Not Not
Required Required Required
0.29 0.31 0.27
6 of 6
`4r
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StanlMeyvCo-ns ul INC.
A Stanley Group Company
Engineering, Environmental and Construction Services - Worldwide
December 4, 2006
Matthew Schultz
President
RMR Development, Inc.
2127 S Alaska Way
Meridian, ID 83642
Dear Matt:
Subject: Shepherd Creek - Centerline Grades vs. Groundwater
Per our telephone discussion with your Geotechnical consultant Bob Arnold on November 28, 2006,
groundwater for the project was not encountered during subsurface exploration. Mr. Arnold went to a
depth of 13'+/- for his analysis. Free draining material was encountered at 8.5' and therefore all
subsurface drainage facilities were designed to accommodate these restraints (10'+ in depth).
From the street profile design and this geotechnical information, Stanley Consultants states that all street
finish centerline elevations are set a minimum of three (3') feet above the highest established normal
groundwater elevation.
To date, Stanley Consultants has not received the final report, but we are satisfied with the telephone
information from this consultant.
If there are any questions, please contact Ben Kovanda or myself at 208.288.0573.
Sincerely,
Stanley Consultants, Inc.
ego ters � c�pHAL
Senior Engineer 4 $TEA�O��
4� F�
GJW:gjw 12407
OF
CRY W �
;o1,
1940 South Bonito Way • Suite 140 • Meridian, ID 83642. phone 208.288.0573 • fax 208.288.0574
www.stan leyconsultants.com