HomeMy WebLinkAboutDrainage Reports - 05/03/2000Final
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Drainage Report and Erosion & Sediment Control
Report
Grease Monkey International
Denver, CO 80202
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FARNS//WORTH&..}� POLK
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Drainage Report
and
Erosion & Sediment Control Report
Project:
Lot 1
' Replat Lot No. 1 of Country Club Corners, Third Filing
City of Fort Collins, Colorado
' Prepared for:
Grease
InternaflonaR
216 16`h Street, Suite 1100
' Denver, CO 80202
(303) 534-1660 phone
' (303) 534-2906 fax
Prepared by:
' Brian J. Jascott, P.E.
Registered Professional Engineer
State of Colorado No. 12558
1
'
Date:
June 19, 1998
Sept. 29, 1999
'Rev.
FP #:
398035.1
For and on behalf of.-
,
Farnsworth & Polk
a mrrwGiit, o� ttw �a2rvlurort� 'u%� �",�.
2696 S. Colorado Blvd., Ste. 250
Denver, CO 80222
(303) 692-8838 • Phone
(303) 692-0470 • Fax
1
1
1
1
Drainage Report
And
Erosion and Sediment Control Report
Lot 1
Replat Lot No. I of Country Club Corners, Third Filing
City of Fort Collins, Colorado
TABLE OF CONTENTS
I.
Introduction............................................................................................... 1
H.
Design Criteria.......................................................................................... 1
III.
Drainage Basins........................................................................................ 1
N.
Erosion Control Measures.........................................................................2
V.
Conclusions...............................................................................................2
VI.
References.................................................................................................2
Appendix A
APPENDIX
Drainage Report
And
Erosion and Sediment Control Report
Lot I
Replat Lot No. 1 of Country Club Corners, Third Filing
City. of Fort Collins, Colorado
CERTIFICATION
I HEREBY CERTIFY THAT THIS Drainage Study for Lot 1, Replat Lot No.I of
Country Club Corners, Third Filing, a Planned Unit Development was prepared by me or
under my direct supervision in accordance with the provisions of the City of Fort Collins
Storm Drainage Criteria for the Owners thereof.
Brian J. Jascott, P.E.
Registered Professional Engineer
State of Colorado No. 12558
' Drainage Report
And
Erosion and Sediment Control Report
' Lot I
Replat Lot No. I of Country Club Corners, Third Filing
City of Fort Collins, Colorado
I. INTRODUCTION
' This report is being prepared for Grease Monkey International, owner and developer of Lot 1,
' Replat Lot No. 1 of Country Club Corner, Third Filing, to fulfill the drainage requirements of the
City of Fort Collins, Colorado. The intent of this report is to show that the development of Lot 1
conforms with the approved "'Final Drainage Study for Country Club Corners, a Planned Unit
Development" prepared by Landmark Engineering Ltd. For the overall Country Club Corner
' development.
The 0.51 acre site is part of the northwest'/a of Section 1, Township 7 North, Range 69 West of
' the Sixth Principal Meridian, City of Fort Collins, Larimer County, Colorado. The site lies at the
northeast intersection of North College Avenue and Bristlecone Drive.
' II. DESIGN CRITERIA
' This report was prepared using criteria as outlined in the City of Fort Collins' "Storm Drainage
Design Criteria and Construction Standards" manual. Runoffs for the 10-year (minor storm) and
the100-year (major storm) frequencies were calculated using the Rational Method for the fully
' developed conditions. Due to the small size of the basin, ten minutes was used as the time of
concentration. Rainfall intensity values were derived from the City of Fort Collins' intensity -
duration -frequency curves. Composite runoff coefficients were calculated for the individual
basins. Calculations and applicable support data are included in the appendix of this report.
Since detention facilities are included elsewhere in the overall County Club Comer development,
on -site detention facilities for Lot 1 are not required.
' III. DRAINAGE BASINS
' The Grease Monkey site (Lot 1), is approximately 1/3 of the overall Cl drainage basin identified
in the "Final Drainage Study for Country Club Corner" by Landmark Engineering. The overall
C1 basin (1.51 acres) consists of Lotl (Grease Monkey), Lot 2 (Big "O" Tire) and a portion of the
' north access road from Bristlecone Drive into the Country Club Corners development that lies
immediately south of Lots 1 and 2. The overland drainage flow from the overall Cl basin is to
the southeast towards the intersection of the aforementioned access road and Bristlecone Drive
' where the drainage flows east along Bristlecone where it is picked up by the storm drainage
facilities for the Country club Corner development. The proposed drainage flow from the Grease
Monkey site follows the same drainage pattern.
The 10-year and 100-year composite "C" factors for the Grease Monkey parcel are 0.80 and 1.00
respectively. These are lower than the composite C-factors of 0.90 and 1.00 for overall Cl basin.
' Therefore, the storm drainage contribution from the Grease Monkey site is less than the planned
runoff and the Grease Monkey development should not overload the downstream drainage
facilities or street capacities.
t
' Page 1
' Drainage Report
And
' Erosion and Sediment Conn-ol Report
Lot
Replat Lot No. I of Country Club Corners, Third Filing
' City of Fort Collins, Colorado
The site lies in the 100-year flood plain fringe of the Dry Creek drainage basin. More
' specifically, the Grease Monkey site lies between cross section 27 (100-year elevation = 4975.9)
and cross section 28 (100-year elevation = 4977.3). The 100-year elevation of the Grease
Monkey building has been interpolated to be 4976.7. The proposed finish floor elevation for the
Grease Monkey building is 4979.70 resulting in a freeboard of 3.00 feet, well above the 1.5 feet
' required.
' IV. Erosion Control Measures
Erosion and sediment control measures were developed utilizing the City's "Erosion Control
' Reference Manual for Construction Sites". Due to the small size of the site (0.51 acres),
provisions for wind erosion are not required. Rainfall erosion control will be handled by three
processes: 1) roughening of soil, 2) hay mulching in all proposed landscape areas and 3)
' installation of a silt fence to intercept all overland flows exiting the site. The site will be rough
graded to direct all runoff towards the silt fence. All of the above measures will remain in place
throughout the estimated three-month construction phase until all pavement and landscaping
areas have been completed. The rainfall performance standard evaluation form, effectiveness
calculation form and construction sequencing form are included in the appendix
' V. Conclusions
Runoff from the proposed Grease Monkey site complies with the drainage patterns and flows
' established on the approved drainage report for County Club Corners.
VI. References
' Final Drainage Stttdv for Cottntry Club Corners, a Planned Unit Development, by Landmark
Engineering Ltd., updated July 10, 1995.
Storm Drainage Design Criteria and Construction Standards, City of Fort Collins, May 1984 as
revised.
' Erosion Control Reference Manual for Construction Sites, City of Fort Collins, January 1991.
t
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' Page 2
1
1
1�
1
1
Drainage Report
And
Erosion and Sediment Control Report
Lot I
Replat Lot No. I of Country Club Corners, Third Filing
City of Fort Collins, Colorado
APPENDIX A
Paoe 3
VICINITY MAP
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'n Aurora, Colorado 80014
FARNSWORTH & POLK Phone:303-671-9105
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' Table 3-3
RATIONAL METE013 RUNOFF COEFFICIENTS FOR C0-120SITE ANALYSIS
' Character. of Suxfaca Runoff Coefficient
' Streets, Parking Lots, Drives:
Asphalt ...................................... 0.95
Concrete........ r............................ 0.95
Gravel....................................... 0.50
' Roofs .......................................... 0.95
Lawns,' Sandy' Soil:" ""
Flat<23..................................... 0.10
Average 2 to 7%.............................. 0.15
Steep>75 .............. ................. ... 0.20
t Lawns, Heavy Soil:
Flat<23..................................... 0.20
Average 2 to 7%.............................. 0.25
Steep>7%..................................... 0.35
' 3.1.7 Time of Concentration
In order to use the Rainfall Intensity Duration Curve, the time of
' concentration must be known. The time of concentration, T„ represents the
time for water to flow from the most remote part of the drainage basin under
consideration to the design point under consideration. The time of
concentration can be represented by the following equation.
' T. = tav + tt
Where:
' T� = Time of Concentration, minutes
ta, = overland flow time, minutes
t, = travel time in the gutter, swale, or storm sewer, minutes
' The overland flow time, t,,, ,can be determined either by the following equation
or the "Overland Time of Flow Curve$" from the Urban Storm Drainage Criteria
Manual, included in this report (See'Figure 3-2)•
' L87(1.1-CC,)Lll2
TO1 sl/3
' Where: T„ = Overland -Flow Time of Concentration, minutes
S = Slope, %
C = Rational Method Runoff Coefficient
' D = Length of Overland Flow, feet (500' maximum)
Ct Frequency Adjustment Factor
The travel time, t,, in the gutter, Swale, or storm sewer can be estimated with
' the help of Figure 3-3. .
3.1.8 Adjustment for Infrequent Storms
The preceding variables are based on the initial storm, that is, the two to ten
year storms. For storms with higher intensities an adjustment of the runoff
coefficient is required because of the lessening amount of infiltration,
depression retention, and other losses that have a proportionally smaller
' effect on storm runoff.
These frequency adjustment factors are found in Table 3-4.
' May 1984 Design Criteria
Revised January 1997
3-5
No Text
1
1
1
1
1
1
1
1
1
1
1
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1
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RAINFALL PERFORMANCE STANDARD EVALUATION .
-------------------- --------------------------------------
PROJECT: Gn_�s-er oof1ee-/r Ne- Coif EGF a�'3 ,STANDARD FORM A
COMPLETED BY: �Z���-�AS�TFt�/=wrC waK DATE:
- -------------------------------------------------------------------
DEVELOPEDIERODIBILITY1 Asb I Lsb Ssb I Lb I Sb I PS
SUBBASIN I ZONE I(ac)--I (ft) I (%) .I(feet) I (�) I (0)
-
--------- I ----------- I ------- ------- ------- I ------- I-------
c 1 n9o7?LexAl-� i I I I )? Z I /, 7 1 -78. 3 1
------------------------------------------------------
,DI/SF-A:1989
EFFECTIVENESS CALCULATIONS
------------------------------------------------ ----------------------�
PROJECT: G"Ase- 4n1k-d-,Y rdef'Coc. �---"f-,..J<STANDARO FORM B '
COMPLETED BY: ?,�•� �Icasco-� ��t ✓s •� rT-✓ ��,c. DATE:
Erosion Control
Method
----------------
S-ter fE-.vcc�
MAJOR
BASIN
C
PS
76. 3
SUB
BASIN
C
AREA
(Ac)
C-factor P-Factor
Value Value Comment
o, 9 T 6� S• Z
O.o� 1. o " •�
---------------------------------------------
CALCULATIONS
--------------------------------------------
z /. 4 / X o. 5! 11 -1 c
%ZorJG HEsn/Ertl So. L ,�. /�c
,n o
....._ ....... --._............. O. /
--------------------------------------------
I/SF-6:1989
' CONSTRUCTION SEQUENCE
PROJECT: a`«^ sc i�/o.JlcG�
Zoo 0
'QUENCE. FOR ONLY COMPLETED BY:Zi�ri✓ sc vT
STANDARD FORM C
DATE: g — 7-9 - qq
dicate by use of.a bar line or symbols when erosion control measures will be installed
jor modifications to an approved schedule may require submitting a new schedule for
approval by the City Engineer.
' YEAR
MONTH
----------------------------I
�ERLOT GRADING
WIND EROSION CONTROL
'Soil Roughing
Perimeter Barrier
Additional Barriers
'Vegetative Methods
Soil Sealant
Other
1INFALL EROSION CONTROL
STRUCTURAL:
Sediment Trap/Basin
Inlet Filters
Straw Barriers
' Silt Fence Barriers
Sand Bags
Bare Soil Preparation
Contour Furrows
' Terracing
Asphalt/Concrete Paving
Other
' VEGETATIVE:
Permanent Seed Planting
' Mul:ching/Sealant
Tempordry'Seed Planting
Sod Installation
t Nettings/Mats/Blankets
Other
J MI /q I1-4 I J I j I/I I s I oI gib
--------;-------------------------------------------------
---------------------------------- i----------
---------------
ITRUCTURES: INSTALLED BY MAINTAINED BY _
IEGETATION/MULCHING: CONTRACTOR
DATE SUBMITTED
IDI/SF-C:1989
.1
APPROVED BY CITY OF FORT COLLINS ON
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GRADING,
DRAINAGE
&
EROSION
CONTROL
PLAN
GREASE MONKEY
LOT
1, REPLAT LOT No. 1 OF COUNTRY CLUB CORNERS THIRD RUNG
A PLANNED UNIT DE0OPMENT
IN THE CITY OF EMT COLLINS, COUNTY OF LARIMER, STAR OF COLORADO
{� } GRADING & DRAINAGE NOTES R / I. ALL EXISTING TOPOGRAPHIC INFORMAIM TAKEN FROM DRAWING 10 OF 13. 'BIG '0PRE STORE' (DATED 05-16-996), PREPARED BY
�O
LANDMARK ENGINEERING, LM
f. ALL CURB ELEVATIONS ARE FLEXURE UNLESS NORD OTHERWISE. FINISHED WALK AND CURB ELEVATONS SMALL BE 6' ABOVE FINISH
PAYMENT UNLESS NOTE OTHERWR NORD. PROPOSED ELEVATORS ARE SHOW' TO THEM PAVEMENT OR GRADE. LANDSCAPE AREAS
IMP
SHALL BE ROUGH GRADED TO 6 BELOW TOP OF WN%s AND CURBS.
3, CONCRETE PAVEMENT, SDEWAK, CURB & GOTTEN TO BE REMOVED (IF APPLICABLE) SHALL BE SAWCE CONTRACTOR SHALL REMOVE TO
IR
R S IB NEXT JOINT IF SAW.UT 15 W1MIN 5 EMT BE A JOINT.
1
4 ALL FILL AREAS SHALL BE SCARIFIED UGHMINCHEs ANC RECCMPACRD TO 95% OF STANDARD PROCTOR DENSITY WM A MOSTJRE
OPTIMUM, UNLESS OMERMS DIRECTED BY ME ENGINEER. LOOSE THICKNESS OF EACH LAYER OF
N FEET RLLCONTENT
PAVED D 95% OF STANDARD
INCHES. AREAS TO BE PANED SHALL BE SCARRED AND
MAT RILL SHALL SH UL BE
FILL MATERIAL SHALL VIOL EXCEED El
(
CEMENT THE GEOLUC NI
0[II = 10 R. %RCCTOR DENSITY YAM A MOISTURE CCNIFNi 12S FROM OPTIMUM UNLESS DIRECTED OTHERWISE BY THE OOTECNNICAL ENGINEER.
5, All MATERIALS AND WORKMANSHIP SHALL BE SUB£CT TO INSPECTION BY ME CITY BE R COLLINS ENGINEERING OIN90N. ME CITY
RESERVES ME RIGHT TO ACCEPT OR REJECT ANT SUCH MATERIALS AND WORKMANSHIP MAT DOES NOT CONFORM TO ITS STANDARDS AND
SOECIFK:ATONS -
GRADING DRAINAGE & EROSION
CONTROL LEGEND 1, IT IS ME CCMTBACTOR'S RESPCN9&UTY TO NOTIFY THE OMER / OWNER'S REPRESENUTY OF ANY PROBLEM(5) IN CONFORMING TO 7-
APPROVED PLANS FOR
ANY ELEMENT OF ME PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION
- - -$'U- --- - EXISTING CONTOUR L
NRRVAL) ]. CONTRACTOR MUST SCOPE (CUT) ASPHALT i0 FULL DEPTH IN A STRAIGHT LINE BEFORE BEGINNING EXCAVATION. ALL SAW CUT EDGES C
'
EXISTING PAYMENT WILL BE CLEANED AND COATED WTH RC -BOP OIL PRICK TO PLACING NEW PAVEMENT ADJACENT TO ME EXISTING
EXISTING INDEX CONTOUR (S INTERVAL) PAYMENT
---(e!Y
& EXCEPT WHERE OTHERWISE PROVIDED FOR IN THEY BANS ME COLORADO DEPARTMENT OF HIGHWAYS STANDARD SROi1CATON5. UR:
��— PROPOSED CGNTWP
EDITION. SHALL APPLY,
+]&]5 PROPOSED SPOT (ROUE - PAY T BEVATON 9. 4R UES WTHN' ME CRY CREEK 100-YR RMO RAIN,
IOU-YR FLOOD ELEVATION AT BUILDING - ]G )S
SIR SILT SILT FENCE
FREEBEWRD - 1.5
MINI" FINISH FLOM ELEVATION - ]R, 2
BARN BOUNDARY
EROSION CONSIR MON PLAN NOTES
® ME CK PORT
1. ME CRY OF FORT DOLLAR STORMWATER UTUTY EROSION CONTROL INSPECTOR MUST BE NOTICED AT LEAST N HOURS PRIOR TO ANY
0o - I'M
TOO L RUNCBE(Cls)
CONSTRUCTON ON MIS SITE.
0 P = D25
10 A RUNOFF (ch)
2. ALL REWIRED PERIMETER SILT FENCING SHALL BE INSTALLED EEM TO ANY LAND gSMRgNG ACTMTY (STOCKPILING. STRIPPING,
MANKIND, ETC.). ALL OMER REWIRED EROSION CONTROL MEASURES SHILL BE INSTALLED AT ME APPROPRIATE TIME IN ME CONSTRUCTIUN
FLOW MARCUM
SEQUENCE As INDICATED IN ME APPROVED PROJECT SCHEDULE, CONSTRUCTION PLAINS. AND ERD9aN CONTROL REPORT.
3. PPE-OSMRBANCE VEGETATON SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL ORDISTURBANCE OF EXISTING
C BASIN NO.
YGELATON SHALL BE LIMITED TO ME AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL
PERIOD OF TONE.
a.aD AREA (AC)
A ALL SOLE EXPOSED DURING LAND DISTURBING ACTIVITY (SLIPPING. GRADING UTILITY NL, ETCJ SHALL
VE
MULCH, METE PERMANENT
BY RIPPING OR DOU NC ALONG UND TQURS UNTIL MV6H, YCETATCN, OR OTHER
BE KbT A ROUGHENED UNTILSATED,,
LAND
C LLED NO REE WAY SHALL REMAIN EXPOSED BY LAND
ON CONTROL IS INSTALLED. NO SHIR IN AREAS WARE PROJECT SLEET RIGHTS
RARY R
DIST ACANRY FOR MORE .)II THIRTY DAYS BEFORE REOUIREO TEMPORARY OR PERMANENT EROSION CONL0. (E.C.
SEEDAMING
SEED/LIVLCH, LANDYA%NQ ETC.) IS INSTALLED, UNLESS OMFRWSE APPROVED BY ME siCRMWAIER UTULY.
D,
�— 5. ME PROPERTY SHALL BE WATERED AND MANTANED AT ALL TIME S DURING CONSTRUCTION ACTNTES SO AS TO PREVENT WIND -CAUSED
EROSION. ALL LAND DISTURBING AERATES SHALL BE IMMEDIATELY DISCONTINUED WREN FUGTVE DUST IMPACTS ADJACENT PROPERTIES, AS
DETERMINED BY ME PT( OF FORT COONS ENGNEEIING DEPARTMENT.
6, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL BE INSPECTED AND REPARED OB RECMSMUCTED AS NECESSARY
AFTER EACH RUNOFF EVENT IN ORDER TO ASSURE CONTINUED PERFORMANCE CL THEIR INTENDED FUNCTOV. ALL RETAINED SEDIMENTS.
PARTWLARLY THOSE ON PANED ROADWAY SURFACES, SHARE BE REMOVED AND OWOYD OF IN A MANNER AND LOCATION s0 AS NOT TO
CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY
I. NO SOL STOCKPLE SHALL EXCEED TEN (10) FEET IN HECHT. ALL SOL STOCKPILES SHALL BE MERGED FROM SEDIMENT TRANSPORT
BY SURFACE ROUGHENING. WARRING, AND PERIMETER SILT FENCING. ANY SO. STOCKPILE REMAINING AFTER 30 DAYS SHALL BE SEEDED
AND MULCHED.
8. CITY ORDINANCE PROHIBITS ME LADING, DROPPING. OR REPORTING OF SOLD OR ANY OTHER MATERIAL ONE CITY STREETS BY OR
FROM ANY VEHICLE. ANY INADVERTENT OEPOSRD MATERIAL SHALL PE CLEANED IMMEDIATELY BY ME CONTRACTOR,
9. SITE SPECIFIC EROSION CONTROL MEASURES WILL CONSIST OF A SILT FENCE AS SHOWN, ROUGHENING BE DISTURBED SOILS AND ADDING
HAY MULCH TO ALL PROPOSED LANDSCAPE AREAS. DURING CONSTRUCTION. GRADE SITE MWARDS SET FENCE. EROSW CONTROL
MEASURES TO ROMAN IN PLACE ME MARCH BE ME CONSTRUCTION PROJECT
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28• (303) 534-1660
1500 North College Avenue
° Fort Collins, CO
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