HomeMy WebLinkAboutDrainage Reports - 07/27/2000Final A oved Report
DRAINAGE REPORT
FOR
LOT 3, COLLINDALE BUSINESS PARK SECOND FILING
LOCATED IN THE FOX MEADOWS DRAINAGE BASIN
PREPARED FOR
HAWTHORNE MAINTENANCE SUPPLY, INC
MR RICK MERRILL
PREPARED BY
STEWART & ASSOCIATES
103 SOUTH MELDRUM STREET
P.O. BOX 429
FORT COLLINS, CO 80522
TEL. 970-482-9331
FAX. 970-482-9382
JULY 209 2000
TABLE OF CONTENTS
1-2
Cover letter and text
3
Vicinity map
4
Detention pond required volume calculations
5
Release rate calculations and orifice sizing
6
Detention pond provided volume calculations and HWL
7
Historic and Developed site runoff
8
Copy of swale calculations across Lot 2 to the north
9
Water Quality calculations
10-12
Water Quality figures
13-14
Erosion control calculations
15
Erosion control construction sequence
16
Erosion control collateral
Pocket .
Utility, Grading and Erosion Control Plan
TEWART SSOCIATE
S 8� S
Consulting Engineers and Surveyors
July 20, 2000
' Mr. Basil Hamdan
Stormwater Utilities
City of Fort Collins
P.O. Box 580
Fort Collins, CO 80522-0580
' Dear Basil,
The Hawthorne Maintenance Supply project is the construction of a sales office - warehouse
and its associated parking lot on Lot 3 of Collindale Business Park Second Filing. The site is located
in the Fox Meadows Basin. Collindale Business Park Second Filing was platted in 1993, and the
streets and utilities for the Collindale area were constructed in 1990.
' Lot 3 is located at the northeast corner of Lowe Street and Automation Way. The site is
presently covered with vegetation. Lowe Street along the south side and Automation Way along the
west side are constructed with curb, pavement and utility lines. The lot to the north is existing
' construction with a building and parking lot.
When the Collindale project was done in 1990, a detention pond was constructed which was
to provide detention for the total Collindale Business Park. This pond is located in the northeast
corner of Collindale Business Park and will provide detention for Lot 3. There is an existing
easement and drainage channel across Lot 2 to the north of Lot 3 which was designed to carry runoff
from Lot 3 to the detention pond.
The new City Standards will necessitate some revisions to the previously designed facilities
to provide additional detention for the increased rainfall intensity and to provide a water quality
feature.
The calculations have been made, and are included in this report, for the amount of additional
detention required, the release rate and the amount of extended detention required for a water quality
' pond. The site has been designed with a detention pond and water quality outlet structure. The .
water quality outlet structure is located in a landscaped area and its outlet is into an existing drain
swale with a concrete pan which will carry the outflow across the existing lot to the north and into
the existing detention pond.
There is an overflow spillway constructed with the outlet box which will allow larger storms
' to overflow into the existing swale across Lot 2 and go into the existing detention pond. This existing
James H. Stewart
and Associates, Inc.
103 S. Meldrum Street
P.O. Box 429
Ft. Collins, CO 80522
' 970/482-9331
Fax 970/482-9382
I
' swale across lot 2 was designed to carry the total release from lot 3, which was a 100 year Q of 7.07
c.f.s. before the higher rainfall intensity was adopted. The 100 year runoff from Lot 3 using the new
rainfall intensity curve is 9.92 c.f.s., but this can be carved by the existing swale across Lot 2, because
the capacity of the swale is 17.5 c.f.s.. This capacity was calculated by the drainage report for Lot
2 of Collindale Business park, Second Filing, and a copy of this calculation is included at page 8 in
' this report.
The site is located in a moderate rainfall and wind erodibility area. Rainfall erosion control
will be provided by the construction of the concrete foundation and by installing a silt fence along the
east and north sides of the site. The berm will be installed along the east and north sides of the
detention pond and a gravel sediment trap will be placed over the pond outlet to provide additional
' erosion control. Wind erosion control will be provided by the silt fence and building foundation
There are three plans included in the pocket of this report. There is a print of the original
Collindale Business Park from 1989, a print of the existing Lot 2 to the north, and a print of the
proposed grading plan for the Hawthorne site.
The plans and report for this project were prepared in compliance with the City of Fort Collins
Stormwater Criteria.
' Sincerely,
61/1+
Phillip I. Robin!
PIR/meh
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VICINITY MAP
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PH. 482-9331 FAX 482-9382
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DRAINAGE CRITERIA MANUAL (V. 3)
STORMWATER QUALITY MANAGEMENT
10
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L
m
m
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9-1-1992
UDFCD
Nt e nc
10-Hot
ed De
r Drai
entior
time
Basi
(Dry)
D
1
tent
-Hot
n Pon
r Drain
s (W
T Ime
t)
eZ
0 10 20 30 40 50 60 70 t0 90 too
Percent Impervious Area in Tributary Waters ed
Source: Urbanos, Guo, Tucker (1989) 0 .71
Note: Watershed inches of runoff shall apply to the
enure watershed tributary to the Br Facility.
FIGURE 5-1. WATER QUALITY CAPTURE VOLUME (WQCV)
DRAINAGE CRITERIA MANUAL (V. 3)
STRUCTURAL BMPs 11
10.0
6.0
4.0
2.0
1.0
m 0.60
m
m o.ao
E
m
o.2C
0
0.10
3
0.06
Q 0.04
O� 035
Ac. Ft.
• 7-
Row 1.75 in.
NINE
FARIVANAIVA11
E
0
0
WAR
F FJA?,j
FA
PA A
9, A
11A
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W4
MEIN
VZONS
VA
MENIME1
0.01 1
0.02 0.04 0.06 0.10 0.2 40 60 1.0 2.0 4.0 6.0
?)Requirew
Y
Source: Douglas County Storm Drainage and Technical Criteria,1986. r ea- per 1 iJ �✓ • 2O 1 /1
FIGURE 5-3. WATER QUALITY OUTLET SIZING: DRY EXTENDED DETENTION
BASIN WITH A 40-HOUR DRAIN TIME OF THE CAPTURE VOLUME
9-1-1992
UDFCD
r
°L
Hole Dia
Hole Dia
Min: Sc-
Area per Row (sq in)
1 /4 ,
0..250!
-' 1
0.05
0.10
0.15
5/16
0.313 -
2-.
0.08
0.15
0.23
3/8
0.375-.--
-'-. ; 2-7
0.11,
1 0.22
0.33
7/16
0.438 ---::
° : 2 :
0.15
0.30
0.45
1/2
0:500 "
::.,.2.';.!
0.39
1 0.59
9/16
0.561-.-
3
0.25
0.50
0.75
5/8 .
0.62"
5
''"=:i 3.::;,:.
0.31
0.61
r 0.92
11/16
0.688-i'
3• :` J'
0.37
0.74
1.11
3/4
0,750 `
' ..:'. 3 ;
0.44
0.88
1.33
7/8
,0.875
'i'!•3:'i.
0.60
1.20 ....
1.80
1
4, .
0.79
1.57
2.36
1 1/84..C.._
:_ 0.99
1.99
2.98
1 1 44
W1.50O
1.23
2.45
3.68
1 3 84
1.48
2.97
4.45
1 t 24
1.77
3.53
5.30
1 5 8
1.625
4
2.07
415
6.22
1 3 4
1.750
4
2.41
4.81
7.22
1 7 8
1.875
4
2.76
5.52
8.28
2
2.000
4
3.14
6.28
9.42
n = Number of columns of perforations
Minimum steel -
plate thickness
1�4
5/16
3/8 "
Rectangular Perforation Sizing
Only one column of rectangular perforations allowed.
Rectangular Height = 2 inches
Rectangular Width (inches) = Req:::red Area per Row (sq in)
2"
Urban Drainage and
Flood Control District
Drainage Criteria Manual (V.3)
Re: VJ-Outlel Detai&d"
Rectangular
Hole Width
Min. Steel
Thickness
5"
1 T4
6"
1 /4 "
8'
5/16
9"
11/32 "
10"
3/8
>10"
1 /2 ..
Figure 5
WOCV Outlet Orifice
Perforation Sizing
/3
RAINFALL PERFORMANCE STANDARD EVALUATION
---------------------------- ---------- -------
PROJECT: LOT 3 Coll;l7a41e 605-i�ess ParK 2 "a STANDARD FORM A
lCOMPLETED BY: DATE:
---------------------------------------------------------------------
�DEVELOPEDIERODIBILITY1 Asb I *Lsb Ssb I Lb Sb PS
ISUBBASIN I ZONE I (ac) I (ft) (%) .[(feet) (",) ( )
-------- I ----------- I ------- I ------- ------- I ------- -------I-------
%T� - I A/ dera�e i 1. 0) 1 Z60 i 1. 17� 1 Z`O 1 I.1 T 17G-9
I-v
----------------------------------
DI/SF-A:1939
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EFFECTIVENESS CALCULATIONS
PROJECT: Lo? 3 Co1Jlr.da1e OvsYnesr Por-4 zo STANDARD FORM B
COMPLETED BY: DATE:
Erosion Control C-Factor P-Factor
Method Value Value Comment
concreye fovndrx -on 0,01
•Fence 1, O p_S
MAJOR
PS
SUB
AREA
BASIN
(%)
BASIN
(Ac)
CALCULATIONS
Lod 3
76,7
Go-r 3
r, o/ Ac,
cc reG �ovndaJtosi = 0,33 Ae
area bare sot[
;cRcc,
a•� O.s
r
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CONSTRUCTION SEQUENCE
PROJECT: L&7 3 Collindale F.P Z'I—�
STANDARD FORM C
5EQUENCE. FOR ONLY COMPLETED BY: DATE:
�s
Indicate by use of a bar line or symbols when erosion control measures will be installed.
Major modifications to an approved schedule may require submitting a new schedule for
approval by the City Engineer.
YEAR Izoao
MONTH I S I Is I IAl � D �T � F �,.� �� � M � I
OVERLOT GRADING
WIND EROSION CONTROL
' Soil Roughing
Perimeter Barrier
Additional Barriers
Vegetative Methods
Soil Sealant
Other
foncr<4e
t
RAINFALL 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
Mulching/Sealant
Temporary Seed Planting
Sod Installation
Nettinas/Mats/Blankets
Other
-------------------------
----
t
RAINFALL 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
Mulching/Sealant
Temporary Seed Planting
Sod Installation
Nettinas/Mats/Blankets
Other
-------------------------
----
----------
----
---------
----
----
----
STRUCTURES: INSTALLED BY MAINTAINED BY
VEGETATION/MULCHING CONTRACTOR
DATE SUBMITTED APPROVED BY CITY OF FORT COLLINS ON
HOI/SF-C:1989 •
' J NI:,A '. 1991 8-20 DESIGN CRITERIA
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STEWART&ASSOCIATES
Consulting Engineers and Surveyors
103 S. MELDRUM, FORT COLLINS, CO 80521
PH. 482-9331 FAX 482-9382
By: P/%Z Date:3 Zd 00 Client: a�✓f rnG / Sheet No. {� of
Project: Lo-L 3 (f 0Y" � d lc 0(151rze-o P[_a�r-r 2 Al
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Subject: �E] OSlo'h CO» �r•0/ C01�a'ra
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NOTE s£E ARCHITECTS SITE PL`�•
FOR LAVOVT OIMEN S IONSs OF OF
PARKING LOTI <V RBT HND
6VlLDINGr
BENCH MARK = 4999. 6,T
"a BONNET BOLT Opt F.NI
SW CENT LO WE 4 TMOERLINE
LEGEND:
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ENISTIN6 CONTOUR
FINISH CONTOUR
FINISH SPOT ELEVATION
DRAINAGE PATTERN (SO
ORA/NA6E PASIN OOUN.
CONCRETE
ASPHALT PVMT (5NAETm
OUTFALL Cy4P OVT2R
INFALL CVRB 9 GUTTER
(�Z rtY y6 ci.11 i
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IooVal ,E — LT -IS G =
cA N
\ DRAINAGE SUMMARY TABLE
\ 09035 PR£A OF SITE a LIT Ac
\ NET AREA OF 31TE _ /.03 Ac
\ OETENPON F' IN EX
095fISTING
\ GOLIrNOPLE BUSINEC SS pf+SeK oOND
\ MFQV1RFO DETENTION FOR L.OT Z° O. i4 AC IT
\ PROV'OFD pcTENTION FOR LOT Z= O.ZT AC AT
SITE 15 IN FOX MES•DO WS BASIN,
DEVELOPEO C= 0.73 HS COMPARFO
TO C OF 0.01 U5EO TO C LCVLATE
a IIPPAgTY OF EXISTING DETENTION
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