HomeMy WebLinkAboutShepherd Creek Sub FP 07-003
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cUer;dl~M \ DE~~~~~~~LpSR~~:;T~N~:~~ ~~~ ~~~~N~:R~~IAN
IDAHO r~
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',v"'l'1 _, /" To Insure that your comments and recommendations will be considered by
(I IIII~ THF "\SLiHF;: V (\.Ll-:\::'
" . the Meridian City Council please submit your
comments and recommendations to Meridian City Hall
MAYOR
Tammy de Weerd
CITY COUNCIL MEMBERS
Keith Bird
Joseph W. Borton
Charles M. Rountree
Shaun Wardle
Attn: Will Berg,fcity Clerk, by: February 13, 2007
Transmittal Datl~: 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
CITY DEPARTMENTS
City Attorney/HR
703 Main Street
898-5506 (City Attorney)
898-5503 (HR)
Fax 884-8723
By: RMR Consulting, Inc
Location of Property or Project: West side of Meridian Road,
approximately 1/2 mile south of Overland Road
Fire
540 E. Franklin Road
888-1234 I fax 895-0390
Steve Siddoway (no FP)
David Mae (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/G
Keith Bird, GIG
David Zaremba CIC
Water Department
Sewer Department
Sanitary ServiceS(No VAR, VAC, FP)
Building Department I Rich Greene
Fire Department
Police Department
Gity Attorney
City Engineer
City Planner
Parks Department
- Economic Dev. (CUP only)
Parks & Recreation
11 W. Bower Street
888-3579 I fax 898-5501
Planning
660 E. Watertower Lane
Suite 202
88,4-5533 I fax 888-6854
Police
1401 E. Watertowcr Lane
888-6678 I fax 846-7366
Public Works
660 E. Watertower Lan,e
Suite 200
898-5500 I fax 898-9551
- Building
660 E. Watertower Lane
Suite 150
887-2211 I fax 887-1297
- Wastewater
3401 N. Ten Mile Road
888-2191 I fax 884-0744
Your Concise Remarks:
- Water
2235 N.W. 8th Street
888-5242 I fax 884-1159
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 -['AX 887-4813 MAYOR'S OFFICE - FAX 884"8119
Printed on recycled paper
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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 ~ mile south of Overland Road in the
SE \4 ofT. 3N., R. 1 W., Section 24.
'RE' -:1, ..J,l-,,:,",,','
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;C!ty Of :Meridian C
L.~tY Clerk Office
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Planning Department
COMMISSION & COUNClL REVIEW APPLICATION
"~1:(
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Type of Review Requested (check all that apply)
o Annexation and Zoning
o Comprehensive Plan Map Amendment
o Comprehensive Plan Text Amendment
o Conditional Use Permit
o Conditional Use Pennit Modification
"iJ1;inal Plat
DFinal Plat Modification
o Planned Unit Development
o Preliminary Plat
o Rezone
o Time Extension (Commission or Council)
o UDC Text Amendment
o Vacation (Council)
o Variance
o Other
STAFF USE ONLY:
File number(s): T'f -0,,- tJ(} 3
Related files:
Hearing date:-t.f-zofll7 0 Commission }2fCouncil
Applicant Information
Applicant name: n t:
Applicant address: ~2- rl.~ '(
Phone: I...~-- [~q ~
,6<','-2 r l L ..--,
Zip: ----...::N;>""( L--
Applicant's interest in property: er ~'
Owne,"ame, ~~ ~ ....Jl.f S c... ""- \:. L ~ Phoo., iO 12- -I r., lc"
Owner address: ~o:z..-~)Q W. L.Ls~c.-k. -=t.O\'$....l2.- Zip: 83,04
Agent name (e.g., architect, engineer, develop.er, representative): ~-l\-'- S~~ lA--"2...-
Frrm n"""" -12M \Z- ~... l+1 ~ PhoneEa>- 1(., 'T S
Address: '"2,n.,.-"i '5, Pflc:...5~ ,_u__ Zip: e'3:.b l['__
Primary eontact is:--jZlApplicant 0 Owner ,.1lf Agent 0 Other. , <Q~~ g G. 'lI'-5 \L..J\: ":1 .... " ._
Contact name, ~ IC ~'S...l+, ~ -I:Ff;cJ-.--..J.{ '-- Poone, v~ -If. '\:,_
E-mail: S u'n.~ ~,d.,e.'-tR---~b _ ~~~_\r-..co. Q...9"YY\. Fax: ('3cr~.-, 53.""1.--.:)
Subject Property Information
24"',s- So t-\~'l cl'l~, \.2.~.
'5 1,-?-4'-\ (", SOO
Township, range, section: "? t.:l , \ u..> \ '24- Total acreage: 1'2- - Co
Current land use: . " "-c.-~--' Current zoning district: G2.-.--8
Location/street address:
Assessor's parcel number(s):
660 E, Watertower Lane, Suite 202 . Meridian, Idaho 83642
Phone: (208) 884.5533 . Facsimile: (208) 888-6854 . Website: www.meridiancity.ore:
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Project Description
ProjectJsubdivisionname: S'he (/~~& C-r.e.e...\< 5u~~ ';\05\0""-('...
General description of proposed project/request: _h ~ ? U' ~ S '0-' ('~'S~\~---\-\ ~
\~k<;, ~ s: ~ \ G:-S ov-- \ '"L G..-c-O?_S-'
Proposed zoning district(s): \2.--8
Acres of each zone proposed: \ L ,,00
Type of use proposed (check all that apply):
'~Residential 0 Commercial 0 Office 0 Industrial D Other
Amenities provided with this development (ifapplicable):-b\-' \..d
I~~~~
Who will own & maintain the pressurized irrigation system in this development? 'N f'.-\ \ 't5
Which irrigation district does this property lie within? N M \ \)
Primary irrigation source: Q.~ ~b~ \--.. Secondary: C-\ -\-,
Square footage of landscaped areas to be irrigated (ifprimwy or secondary point of connection is City water):
~~
3'3 CJLl s,'\--<
I
~'~l S.W,
Residential Project Summary (if applicable)
Number of residential units:
c;s
Number of building lots:
5~
Number of common and/or other lots:
~-;;r
Proposed number of dwelling units (for multi-family developments only): to-},~
1 Bedroom: p I.~ 2 or more Bedrooms: ~ f t\
Minimum square footage ofstructure(s) (excL garage): ~. Proposed building height: 'Z~1 fV.D...:f-
Minimum property size (s.t): 5 oCt '2- <;?:=-" Average property size (s.f.): Lo <0 if. S .r--
Gross density (DU/acre-totalland): J:\-. 58 1>u I Prr-- Net density (DU/acre-exduding roads & alleys): ,l). , ~ "DU/-.f-rc.
Percentage of open space provided: {p . 5' ~/. Acreage of open space: D .Il'~ ec...L..-~\'
Percentage ofuseable o~n s~ace: . fR J 5 <"J '. .(see Chapter 3, Article~, ~orquaJified open s~a~~)
Type of open space prOVided m acres (I.e., landscapmg, pubhc, common, etc): ..::h>~ l~) l~"::. ui'\ 'tj l
Type ofdwelling(s) proposed: "'9tSingle-family D Townhomes D Duplexes D Multi-family
~~~d
Non-residential Project Summary (ifapplicable)
Number of building lots:
Gross floor area proposed:
Hours of operation (days and hours):
Percentage of site/project devoted to the following:
Landscaping: Building: Paving:
Total number of employees: Maximum number of employees at anyone time:
Number and ages of students/children (if applicable): Seating capacity:
Total number of parking spaces provided: Number of compact spaces provided:
-.N/-A
Other lots:
Existing (if applicable):
Building height:
Authorization
Applicant signature:
MR
660 E. Watertower L
Phone: (208) 884.5533 . Facsim
Date:
Suite 202 . Meridian, Idaho 83642
: (208) 888.6854 . Website: www.meridiancity.org
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R.M R. CONSULTING, INC.
..........................111111....."........................."..............................".....................................................................
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. Weare 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 [mal 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.
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
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DESCRIPTION FOR
SHEPHERD CREEK SUBDIVISION
DECEMBER 5, 2006
A PARCEL OF LAND LOCATED IN THE NE % OF THE SE % 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 % OF THE SE % OF SAID SECTION 24;
THENCE N 89025'13" W 819.47 FEET ALONG THE SOUTH LINE OF SAID NE
% OF THE SE %, SAID LINE BEING THE NORTH LINE OF STRADA
BELLlSSIMA SUBDIVISION NO.1 EXTENDED, TO THE REAL POINT OF
BEGINNING OF THIS DESCRIPTION;
THENCE N 89025'13" W 497.93 FEET TO THE SOUTHWEST CORNER OF
SAID NE % OF THE SE %;
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
% OF THE SE % 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.
19296-SUB
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VICINITY MAP
SCALE: 1"=1000'
APPROVED BY: VICINITY MAP
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DATE:
LOCATION: SECTION 24, T.3N, R.1 W, B.M., ADA COUNTY IDAHO
....~
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Stanley Consultants INC.
1940 S. BONITO WAY
SUITE 140
MERIDIAN, IDAHO 83642
-- 208-288-0573
REVISIONS
DRAWN: BTK CHECKED: GJW DATE: 12/05/06
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VYleridia:n
33 E. Idaho Ave.
Meridian, JD 83642
.Wd-
Date
Applicant
Address
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PAYMENT DOES NOT INDICATE ACCEPTANCE OF APPLICATION
9118 ~;ceived W
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www.titleonecorp.com
Order No.: A0549S37
CORPORATION WARRANTY DEED
ror Value Received V ALLEY SHEPHERD CHURCH OF THE NAZARENE, INC.
A Corporation duly organized and ex.isting under the laws of lbe Stare of IDAHO hereby Grant, Bargain,
Sell and Convey unto SHEPHERD'S CREEK. LLC, AN IDAHO LIMITED LIABILITY COMPAlI.'Y
Whose current address is: 10280 W. USTICK ROAD, BOISE, rD 83704
The following described real estate, to wit:
SEE ATTACHED LEGAL DESCR!PTION MARKED EXHIBIT ~An, WHICH BY THIS REFERENCE
BECOMES A PART THEREOF AND CONSISTS OF ONE (I) PAGE,
SEE ATTACHED EXHIBIT "B", WHICH BY TInS REFERENCE BECOMES A PART THEREOF
AND CONSISTS OF ONE (I) PAGE.
TO HAVE AND TO HOLD the said premises, with Iheir appurtenances unto the 5lIid Grantee, heirs and
assigns forever, '
The Grontor does hereby cove",,,,t 10 and with the said Grantees, that it is the owner In ree simple of said
premises; Ihat il is !tee from all eneumbrances, EXCEPT those to which this con~ance is expressly made
subject and those made, suffered or done by the Grantee: and subject to restrictions, dedications, easemenls,
rights of way Bnd agreements, (lfany) of record, and general taxes and assessments, including irrigation
and utility casements, (if any) for the current year, which are not due and payable, and that Grantor will
warrant and defend the SlIme from aI/lawful claims whatsoever. In conSlr1lining this need and where the
context so reqllires, the singlllar includes the plural, and the masculine, includes the feminine and neuter.
IN WITNESS WHEREOF, tbe Grantor, pursuant to a resolution of its Board of Directors has caused its
corporllte name to be hereunto subscribed.
Dated: 05111106
VALLEY SHEPHERD CHURCH. by;
COUNTY OF ADA
/YJ1I.5 ~
ON THIS..LL- DAY OF ~ IN THE YEAR 2006 ,BEFORE ME, THE UNDERSIGNED, A
NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED, JERALD JOHNSON
KNOWN TO ME TO BE THE PRESIDENT OF TIfE CORPORATION THAT EXECli'TED THIS
lNSTRUMEl\T AND THE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID
COR.PORA'f10N, AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE
SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL
~EAL DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRlTrEN.
,- ~--'.
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L. STO ..... II N A L "'~
RESIDING AT; MERIDIAN ~.~..t> .......~..r;>>......
MY COMMISSION EXPIRES ON;01/23/08 ".... XO.p "-
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AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO)
)
COUNTY OF ADA )
:t::e, I ("'" e
(city)
Cree-l LL~~.-1Ddm lL~ -he ~ QCD._cl.
(address)
being first duly sworn upon
\ \) oath, depose and say:
(state)
I, 'Sb~ ~.e.d \
(name)
I, That I am the record owner of the property described on the attached, and J grant
my permission to:
\<,N ~ ~.v..-~".l~~11 \-L,
~ t'-\- ~ c-~ \:.t L..
(name)
'L \l-l S. l\-( c~~ ~~
A..J ~SH;l.-, CL>>'- \'b
(address)
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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 ofthe property which is the
subject of the application.
Dated this
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day of
n\ l\.~\.\ ,20 \)\{I .
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(Signature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
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PRELIMINARY
8/3/2006
ADA COUNTY STREET NAME EVALUATION
SUBDIVISION NAME: SHEPHERD CREEK SUB /
AGENCY and AGENCY FILE NO: Meridian: PP 06-040
SECTIONI 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 .'
l!iE F~NG PROPOSED STREET NAMES ARE APPROVED:
~: ALAS " .' W. BEAR TRACK DR " ,. W. KODIAK DR ".
:S. RIPTIDE AVE .- · E. WI IlTCI IALL 3T
8. ~ Q r: baJ d ; I~ ue- .. VJ. ~ \-\1 ie \-\'N..L ~,,..
THE FOLLOWING PROPOSED STREET NAMES ARE DENIED:
c..e~~ ~~. M~(l ~,..fp 5, &~1.k;6cJ.J.; fJ.-ve. -- DWrdo}l+ vq,l ~
e/~ U'\. ,Q ~ ttUrJ ~oX' t.J~.
THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE:
NOTE; IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE TIlESE CHANGES ON
TIlE SUBDIVISION PLAT AND RESUBMIT TO TIlE COMMlTIEE. A FINAL REVIEW WIlli NO CHANGES
REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY ENGINEER AT TIME OF
RECORDING,
, ~. Cub St ~ha" rep!a~ W. Cub Dr (change street deSignatiOn)~ Co
:3. l-;jj{,lfu.j"...(y.) cU CLt~~\..c:t_Le J\.J-{LA, 0-- LZ- ~. ~;' / / .<-.,
ADA COUNTY ENGINEER John Priester a if.. ~~
Representativ~')^ ~ ill ~u I'-.Ll^-
Representative ~~
ADA COUNTY IDGHWAYDIS. Representative ~~
ADA COUNTY SHERIFF RepresentatIve ~
{,} CI- :',"-,~Y>'V""jt~.
/ <~. , . 1, (_.~.: \
i-,J (Jl..'::/--. L. t}:.,.tliC'I'L~<-.u-- T"" _)
(j
:MERIDIAN
DATE rjlj//:Jt0
DATE <6/oJ0\...,:.
DATE ?:- /',ClrQ
DATE %:/06
DATE D3/if,o
FIRE DEPARTMENT
street Approval Sent:
_.~ 8'- 7- 040
ss:
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PROJECT NO. 19296
DRAINAGE CALCULATIONS
FOR
SHEPHERD CREEK
Ada County, Idaho
6-Dec-2006
o
Stanley Consultants INC.
1940 S. Bonito Way, #140
Meridian, Idaho 83642
208-288-0573
1 of 6
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SHEPHERD CREEK
PROJECT NO. 19296
DRAINAGE SYSTEM OVERVIEW
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
andlor 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 1 DO-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 andlor 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.
20f6
CALCULATION METHODS
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SHEPHERD CREEK
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.8
T1 -
(P2f5(s)0.4
= 0.14 hours
= 8.48 minutes
T 1 = 8.0 minutes
From TR-55: Gutter Flow
V = 20.3282 (sttl
= 1.44 fUsec
T2=
T2=
Total Tc =
Te=
T1= hr Travel Time
n= 0.24 Manning's Coef.
L= 20 ft Length of Flow
P2= 12 in. 2 yr-24 hr Rainfall
s= 0.01 fUft Average Slope
T2 = see Travel Time
V= fUsee Average Velocity
s= 0.005 ftIft Average Slope
L= 501 ft Length of Flow
=
L/V
348.5 seconds
5.8 minutes
Qpeak Calculations (Rational Method)
T1 + T2
13.8 minutes
QlOO =
Q100 =
(C)(llOo)(A)
0.55 fe/see
Drainage Area
Runoff Coeffecient
100-yr Intensity
25-yr Intensity
Q25 =
Q25 =
A=
C value=
1100 =
125 =
0.42 acres
0.50
2.60 in/hr
1.85 in/hr
(C)(125)(A)
0.39 fe/see
Sand and Grease Trap Calculations
Baffle Separation
Inside Width
Throat Area At = (Baf)(Wi)(1ft'::/144in'::)
= 4 fe
Velocity through SIG Trap= Q25/At
= 0.10 fUsee
Size of S/G Trap= 1000 gallon
Volume Calcuations
Baf=
Wi =
12 in.
48 in.
Runoff Volume = Area of Hydrograph A= 0.42 acres Drainage Area
= (0.5)*( 1 hr storm )*(Peak Flow) C value= 0.50 Runoff Coeffecient
= 983 fe Ave Tc= 13.8 min Time of Concentration
Add 15% 147ft;' I - 2.60 in/hr Intensity value
p-
Req'd Volume= 1130 fe Ave Q100= 0.55 felsec 100-yr Peak Flow
Q:\19296\04-Eng\03-Calc\Copy of 19296-DrnCalcs2.xls
3of6
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CALCULATION METHODS
Trench Volume Calcuations
Trench Dimensions
*0 = 10ft
W= 9ft
L = 26 ft
Vr = 40 %
Pr = 8 in.!hr
Storage/ft = (Vr)(D-1 )(W)
= 32.4 ft2
Sidewall Perc/ft = (0-1 )(213)(2 sides)(Pr)(1ft/12")
= 8.00 ft2
Endwall Perc = (Sidewall Perc)(W)
= 72.00 ft3
Trench Volume = [(Length)(Storage/ft + Sidewall perc/ft)] + (Endwall Perc)
Trench Volume = 1130 ft3
Required Pond Volume = Pond Volume - Trench Volume
= 0 ft3
Storage Duration
Infiltration Area (Pa)=
Infiltration Rate (Pr)=
Initial Volume (V)=
759.6134 ft2
[(W x L) + 2(L x D)] =
8 in .!hr
983 fe
Time Needed for 90%= [(0.9)(V)(12)] / [CPr Pa)] =
1,75 Hours
Q:\19296\04-Eng\03-Calc\Copy of 19296-DrnCalcs2.xls
SHEPHERD CREEK
PROJECT NO, 19296
*Includes 1ft freeboard
Width
Length
Drain Rock Void Ratio
Percolation Rate
4of6
SHEPHERD CREEK e e
PROJECT NO, 19296
A,C
Area A C COMBINED B 0
Time of Concentration
Form TR-55: Overland Grass Flow
Manning's Coef. n= 0.24 0.24 0.24 0.24
Length of Flow L= ft 110 105 125 180
Average Slope s= % 1.00% 2,00% 5.80% 2.00%
2 yr-24 hr Rainfall P2= in 1.2 1.2 1.2 1.2
Travel Time T1= min 33.00 24.00 18.00 37.00
From TR-55: Gutter Flow
Average Slope s= % 0.40% 0.50% 2.54% 3.25%
Length of Flow L= ft 685 245 645 650
Average Velocity V= ftlsec 1.29 1.44 3.24 3.66
Travel Time T2 = min 8.9 2.8 3.3 3.0
From TR-55: Pipe Flow
Average Slope s= % 0.20% 0.20% 1.50% 1,00%
Length of Flow L= ft 150 156 490 30
Average Velocity V= ftlsec 0,91 0.91 2.49 2.03
Travel Time T2 = min 2.7 2.9 3.3 0,2
Total Time of Conc. Tc= min 44.6 29.7 44.6 24.6 40.2
T.C. for system Tc= min 44.6 44.6 24.6 40.2
QpD~k Calculations (Rational Method)
Drainage Area A= acres 1.95 1.49 2.93 2.49
Runoff Coeffecient C value= 0.50 0.50 0,50 0.50
100-yr Intensity 1100 = inlhr 1.25 1.25 1.83 1.36
25-yr Intensity 125 = inlhr 0.94 0.94 1.36 1.01
Peak Flow (100 year) Q100 = ft"/sec 1.22 0.93 2.15 2.68 1.69
Peak Flow (25 year) Q25 = ft"/sec 0.92 0.70 1.62 1.99 1.26
Sand and Grease Trap Calculations
Size of S/G Trap 1000 gal 1000 gal 1000 gal
Number of S/G Traps 1 1 1
Dimensions in 12 x 48 12 x 48 12 x 48
Throat Area At= ftL 4 4 4
Velocity through S/G Trap= V(s/g)= fVsec 0.4 0.5 0.31
Volume Calcuations
Runoff Volume Vol= ft3 3870 4826 3048
Total Required Volume Vol= ft3 4451 5550 3505
Trench Volume Calcuations
Groundwater expected to be
>13' deep based on preliminary
Trench Dimensions soils report
Depth (inclds l' freeboard) 0= ft 10 10 10
Width W= ft 17.8 9 9
Length L= ft 60 136 85
Drain Rock Void Ratio Vr= % 40 40 40
Percolation Rate Pr= inlhr 8 8 8
Trench Volume Tvol= fe 4451 5550 3505
Pond Volume
Not Not Not
Is a pond Required? Required Required Required
Storaae Duration 5of6
Time Needed for 90% hr 2.31 1.66 1.67
......
SHEPHERD CREEK e e
PROJECT NO. 19296
Area E F H G
Time of Concentration
Form TR-55: Overland Grass Flow
Manning's Coef. n= 0.24 0,24 0.24 0.24
Length of Flow L= ft 50 125 50 0
Average Slope s= % 1.00% 3.83% 1.00% 1.00%
2 yr-24 hr Rainfall P2= in 1,2 1.2 1.2 1.2
Travel Time T1= min 18.00 21.00 18.00 0.00
From TR-55: Gutter Flow
Average Slope s= % 0,00% 0.00% 0.50% 0.50%
Length of Flow L= ft 0 0 0 125
Average Velocity V= fUsee 0.02 0.02 1.44 1.44
Travel Time T2 = min 0.0 0.0 0.0 1.4
From TR-55: Pipe Flow
Average Slope s= % 1.00% 3,07% 1.00% 1.00%
Length of Flow L= ft 277 570 0 0
Average Velocity V= ft/sec 2.03 3,56 2.03 2.03
Travel Time T2 = min 2.3 2.7 0.0 0.0
Total Time of Cone. Tc= min 20.3 23.7 18.0 1.4
T.C. for system Tc= min 20.3 23.7 18.0 1.4
Qp"'~k Calculations {Rational Method}
Drainage Area A= acres 0.40 0.99 0.69 0.21
Runoff Coeffecient C value= 0.40 0.40 0.40 0.90
100-yr Intensity 1100 = inlhr 2.08 1.88 2.24 3.20
25-yr Intensity 125 = in/hr 1.54 1.39 1.62 2.3
Peak Flow (100 year) Q100 = ft" Isec 0.33 0.74 0.62 0.60
Peak Flow (25 year) Q25 = ft.:l/sec 0.25 0.55 0.45 0.43
Sand and Grease Trap Calculations
Size of S/G Trap
Number of S/G Traps
Dimensions in
Throat Area A= ft<:
Velocity through S/G Trap= V(s/g)= fUsee
Volume Calcuations
Runoff Volume Vol= fe 599 1340 1113 1089
Total Required Volume Vol= fe 689 1541 1280 1252
Trench Volume Calcuations
Backfill Pressure Irrigation
Trench to serve as rear lot
drain trench. See details on
Trench Dimensions Construction Drawings
Depth (inclds l' freeboard) 0= ft 3 3 3
Width W= ft 3 3 3
Length L= ft 308 650 624
Drain Rock Void Ratio Vr= % 40 40 40
Percolation Rate Pr= in/hr 8 8 8
Trench Volume Tvol= fe 1292 2721 2612
Pond Volume
Not Not Not
Is a pond Required? Required Required Required
StoraQe Duration 60f6
Time Needed for 90% hr 0.29 0.31 0.27
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Stanley Consultants INC.
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A Stanley Group Company
Engineering, Environmental and Construction Services. Worldwide
December 4, 2006
Matthew Schultz
President
RMR Development, Inc.
2127 S Alaska Way
Meridian, ill 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 nonnal
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.
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1940 South Bonito Way. Suite 140 . Meridian, ID 83642 . phone 208.288.0573 . fax 208.288.0574
www.stanleyconsultants.com '