20001338 Ver 1_COMPLETE FILE_20001020

\O??F FyQG 3,S Michael F. E
Gove
William G. Ross, Jr., Secret
> _{ Department of Environment and Natural Resourc
O
Kerr T. Steve
Division of Water Qual
April 26, 2001 (?
Mr. Drew Baird, PE CD
Stewart Engineering
P.O. Box 14385
RTP, NC 27709
Subject: SOFIIV
DWO Project No. 001338
Wake County
Dear Mr. Baird:
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined that additional
information is necessary to complete the technical review process. The required additional information is as follows:
1. Outlet Structure
Please provide details for the outlet structure. A means of emptying the permanent pool for maintenance, etc., must
also be provided. Reference NCDENR Stormwater Best Management Practices Manual, April 1999. The Division
recommended that a trash guard be fitted on weir structures to prevent floating debris from interfering with
performance.
2. Vegetation Plan
A vegetation planting plan for the wetland must be provided prepared by an appropriate North Carolina
Professional.
3. Bottom Contours
The bottom of 70% of the wetland should be evenly divided between areas 0"-9" and 9"-18". Appropriate contouring
should be provided to maximize flow path and to provide a heterogeneous habitat for vegetation.
4. Access
Access to the pond must be adequate to allow for maintenance of the basin and associated structures. Please
specify access routes on the engineering plans.
5. Drainage Area
It is not clear from the drainage plans that all of sub area 1 will drain to the extended detention wetland. Please
clarify.
6. Operation and Maintenance Agreement
An operation and maintenance agreement is required. Typical requirements for an operation and maintenance plan
include the following:
• Vegetation management/mowing schedule
• Semi-annual inspections
• Debris check after every storm event
• Benchmark for sediment removal (specific elevations listed)
• Designation of a responsible party
The operation and maintenance agreement must also be signed by the responsible party and notarized.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
11 n loo ?I.C /_t,--- N -- -11 /1,,111 k--rr4.n,. ,.... .. i, _ ..,. ,... r.,,,...,.u,....?..r
Project No. DWQ 0.01338
Project Name: SOFI IV
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations status
Bottom of Basin (ft) 270
Permanent Pool (ft) 273 3 ft. depth ok
Temporary Pool (ft) 275 2 ft. depth ok

areas
Permanent Pool SA (sq ft) 9265 9204 sq. ft. ok
Drainage Area (ac) 7.59
Impervious Area (ac) 5.1612 68.0%
-
volumes
Permanent Pool (cu ft)
Temporary Pool (cu ft) 21551 18239 cu. ft. ok
Forebay (cu ft) #VALUE! %n #VALUE!
other parameters
SA/DA 0 2.78 -
O iiv a Diameter (in) 2 0.10 cfs drawdown -
Design Rainfall (in) 1 2.4 day drawdown ok
Linear Interpolation of Correct SAIDA ***
3 ft. Permanent Pool Depth
% Impervious SA/DA from Table
Next Lowest 60 2.4
Project Impervious 68.0 2.78
Next Highest 70 2.88
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Environmental
Consultants, Inc.
Phone: [phone] • Fax: [phone]
MEMORANDUM---
APR 2 BMW
TO: John Dorney
FROM: Kevin Martin
RE: Your 12/18/00 letter to SOFI IV RTP
DWQ# 001338
As per your request in Item 1 of your letter, the project engineer,
Drew Baird, of Stewart Engineering has redesigned the two ponds as
constructed wetlands (See attached plans). If you have questions on this
design please contact Drew at 919-380-8750.
As far as Item 2 goes, I responded to that concern in a 12/27/00
memo to you and discussed the matter with Steve Mitchell. Since I have
not heard anything further from you on the matter I assume you concur
with my response from the 12/27/00 memo I sent to you (copy
attached).
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Western Branch Offices: [phone] • [phone] • [phone]
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
Web Page: www.SandEC.com
MEMORANDUM
TO: John Dorney (NCDWQ)
FROM: Kevin Martin
CC: John Wood, Cline Davis (836-1280 fax)
Drew Baird, Stewart Engineering (380-8752 fax)
RE: Your 12/ 18/00 letter to SOFI IV RTP LLC DWQ #001338
The purpose of this memo is to respond to your letter regarding the
above named project.
1. The project engineer (Drew Baird, Stewart Engineering) has
previously been in contact with Todd St. John of your office and
will follow up on your letter with him.
2. Based on a site meeting with Steve Mitchell of your office, he
indicated that no stream mitigation would be required for the
impacts to the previously relocated and rip rapped channel as long ) c J as impacts to Burdens Creek itself did not occur and as-long as
buffer along it in its current state is maintained. reviousl this
was to meet minimization and avoidance criteria. Burdens Creek
has been partially rip rapped in the past but has ±30 year old
trees along most of its length along the project. The northern
section has a dense shrub sapling understory while the southern
end has an open "park like" look of grass and large trees. Mr.
Mitchell said he would support enhancement plantings or other
stream enhancement if it were ever proposed but was not requiring
it for this permit.
Mr. Mitchell advised me that he had previously sent in a report to
your office on this project but would follow up by email on 12/20/00.
Please advise if he did not or if his comments were not consistent with
mine. If you need anything else to process this application please call.
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Western Branch Offices: [phone] • [phone] • [phone]
ARCIII I CURL
PLANNING
LANDSCAPE ARCI IITLCTURL
IN ILRIORS
VISUALIZATION
r`
To: Kevin Martin
From: John Wood
Date: April 10, 2001
Re: Park Center
Remarks:
D_?4
APB I I ?I i `?
1 10 1
As discussed, I am enclosing several sets of the detailed site plan drawings dated 3/29/01 for
your use in submitting to DWQ to address item 1 of John Domey's Dec. 18, 2000 letter (copy
attached). I am also including a set of Stewart Engineering's detailed storm water calculations
used to prepare these plans.
Since you know the staff at DWQ, we felt it would be best for you to process this resubmittal
and to help track their response. I have talked to Drew Baird about this process and he is
prepared to address any technical questions that they may have. He had already sent some
preliminary information to Mr. St John at DWQ back in February in response to this question.
We appreciate your help in coordinating this and we look forward to getting this permit tied
down as soon as possible. Please call Drew or myself if you have any questions.
CC: Drew Baird via e-mail
Kerry Finley via e-mail

125 N. Harrington St- Raleigh, North Carolina 27603 -1e1919-833-6413 ficr 919-836-1280 Of iiceclinedesi2nassoc.com
• STORM WATER IMPACT ANALYSIS REPORT FOR
LAKEVIEW PARK
DURHAM, NORTH CAROLINA
1. EXECUTIVE SUMMARY
The proposed Park Center mixed use development is located in the northwest quadrant of intersection of
Davis Drive and NC 54. This is a proposed 20,925 SF of office building, 53,160 SF of shopping center, 19,700
SF of bank currently planned to be completed by year 2002. Several of the existing buildings will be d6modd to
make room for new buildings. For the most part the front half of the site will remain unchanged with the
exception of realigning of parking spaces and island placement. The rear portion of the site, where a grass field
exists, will be graded down to make way for new retail development.
The Existing Site is approximate' 15.85.85 AcAn he existing impervious area is approximate .43
Accres and existing vegetative area is xim 8 Ac s. Upon completion of construction ose
impervious area will increase to approximatel 11. s and vegetative areas at approximate 4.22 res.
ue to the increase in impervious area, we wil quired to have A-Stqnnwater Management Fa he site
split in half by an existing drainage ditch. A culvert enclosin of this ditch has been proposed. This will
prevent the natural drainage path of southern portion of the site to reach the proposed Stormwater Management
Pond on the north side of the site. So we will over compensate for the northern portion of the site by collecting
offsite drainage and collect it in our pond.
In the existing conditions all water in the northern part of the site (area 1) drains to a storm drainage ditch
that runs through the center of the site. We will assume for worst case situation that the travel time though this
system will be 10 min. and for future conditions that it will remain at 10 minutes.
So Q 2 and Q10 will be as follows for existing and proposed conditions.
Intensity for Durham area for 10 min travel time and 2yr storm will be 4.6 in/hr, and for a 1 Oyr storm it will
be 6.5 in/hr. We will assume a runoff coefficient of 0.9 for impervious areas. There will be lots of places where
some water may pond, so we won't assume a c value.95. For the vegetative areas we will assume a c value of
0.3. The lawn areas will be well maintained.
Q2 Exist. _ ((2.82Ac x 0.9) + (5.20Ac. x 0.3)) x 4.6in/hr = 19 cfs
Q10 Exist. _ ((2.82Ac x 0.9) + (5.20Ac. x 0.3)) x 6.5in/hr = 27 cfs
Q50 Exist. _ ((2.82Ac x 0.9) + (5.20Ac. x 0.3)) x 8.Oin/hr = 33 cfs
Q100 Exist. _ ((2.82Ac x 0.9) + (5.20Ac. x 0.3)) x 8.8in/hr = 36 cfs
• Q2 Prop. - ((5.56Ac x 0.9) + (2.45Ac. x 0.3Ac)) x 4.6in/hr = 26 cfs
• Q10 Prop. = ((5.56Ac x 0.9) + (2.45Ac. x 0.3Ac)) x 6.5in/hr = 37 cfs
Q50 Prop. = ((5.56Ac x 0.9) + (2.45Ac. x 0.3Ac)) x 8.Oin/hr = 46 cfs
Q100 Prop. = ((5.56Ac x 0.9) + (2.45Ac. x 0.3Ac)) x 8.8in/hr = 50 cfs
For the southern part of the site (area 2), that drains to the storm drainage ditch that runs through the center
of the site, the Following Q's were found
Q2 Exist. = ((2.56Ac x 0.9) + (1.85Ac. x 0.3)) x 4.6in/hr = 13 cfs
Q10 Exist. = ((2.56Ac x 0.9) + (1.85Ac. x 0.3)) x 6.5in/hr =19 cfs
Q50 Exist. = ((2.56Ac x 0.9) + (1.85Ac. x 0.3)) x 8.Oin/hr = 23 cfs
Q100 Exist. = ((2.56Ac x 0.9) + (1.85Ac. x 0.3)) x 8.8in/hr = 25 cfs
Q2 Prop. = ((3.39Ac x 0.9) + (1.02Ac. x 0.3Ac)) x 4.6in/hr = 15 cfs
Q10 Prop. = ((3.39Ac x 0.9) + (1.02Ac. x 0.3Ac)) x 6.5in/hr = 22 cfs
Q50 Prop. _ ((3.39Ac x 0.9) + (1.02Ac. x 0.3Ac)) x 8.Oin/hr = 27 cfs
Q100 Prop. = ((3.39Ac x 0.9) + (1.02Ac. x 0.3Ac)) x 8.8in/hr = 30 cfs
• The increase in runoff for the Q2 is 1-17+13/25+15=25%
The increase in runoff for the Q10 is 1-24+19/35+22=25%
Since we are greater than 10% we will be required to have a storm water management facility.
The City of Durham requires a Wet Retention Facility while NCDENR requires a Wetlands Extended
Detention Facility. NCDENR's facility is more stringent so we will design and size it based on a Wetlands
Extended Detention facility. This basin will retain runoff for both Quality and Quantity. See NCDENR 1999
Stormwater Best Management Practices Manual for General Characteristics.
0
•
Wetland Pond Design
•
0
• Pond Design
Following the guidelines from the NCDENR BMP manual the following size was determined.
Pond Sizing:
For a Wetlands Extended Detention Facility we w u e the following SA/DA ratio:2.78 this is based on a
permanent pool depth of 3' and an impervious area o 68°?0 of total site.
Total surface area contributing to permanent pool:
(2.78/100)7.59 Ac (total site contributing) =0.211 Ac
70% of 0.211Ac=.15 Ac will be designed at a depth of 0-18"
The Temporary water quality pool to be controlled for the 1" storm:
Rv =.05 +.009 (I)
I = Percent impervious of drainage area, Rv is runoff coefficient, inches per inch.
Rv =.05 +.009(68) = 0.6620
SA=(design rainfall) (Rv) (drainage area)
• SA= (1") (0.6620) (7.59) (1'/12") = 0.4187 Ac Ft (r 18,239 cu ft
Orifice Sizing:
This will require a draw down time of 2-5 days. Q=CA(2gh) '/2 where h is '/2 the total head. First determine
the required areas for the orifices designed to draw down in 2 days and 5 days. Divide the 1" runoff volume by
172,800 seconds (2 days) and 432,000 seconds (5 days), to get a flow rate for each, then solve the orifice
equation for the area of each orifice by plugging in each flow rate. Use an average head based on 1/2 the
temporary pool depth. Then solve for the diameter. Choose an area or diameter between the two, and check it by
solving for Q, using the orifice equation and an average head based on '/2 the distance from the centerline of the
proposed orifice to the proposed temporary pool elevation. If Q falls between the 2 and 5 day flow rates, you've
got a winner.
Q2day =18,239 cu ft/172,000 = 0.106cfs
A = Q/ (C(2gh)'/2) = 0.106/(0.6(2x32.2xl.5')'/2 = 2.5"
Q5day = 18,239 cu ft/432,000 = 0.042cfs
A = Q/ (C(2gh) %2) = 0.042/(0.6(2x32.2xl .5')'/2 = 1.0"
So an orifice between 1 and 2.5 inches will work. We found the 2 in. orifice to give us a draw down time of
approximately 100hrs.
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Storm Water Analysis
For the proposed
PARK CENTER
RTP, North Carolina
Prepared for
CB Richard Ellis, Inc
Agents For
SO IV, RTP LLC
Prepared By
Stewart Engineering, Inc.
J
8T¦WA0T
ENGINEERING
March 29, 2001
.?`?H CAR 11,f''.
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APR 2 a 2Dg1
•
Stormwater Impact Analysis
For
Park Center
RTP, North Carolina
Prepared for:
CB Richard Ellis, Inc
Agents For
Sodlv,KIPU-C

Prepared by:
Stewart Engineering, Inc.
Mr Drew Baird, PE
PO Box 12054
Research Triangle Park, NC 27709
919.380.8750
SEI Project No. 00-H06
March 29, 2001
•
.r,
2
*******************************************************************
• * TRAVEL TIME CALCULATIONS - SCS Segmental Approach, TR-55 (1986)
*******************************************************************
SUMMARY for EXISTING TRAVEL TIME
Segment 1: OVERLAND FLOW LRCxz o}
L = 160 ft, S = .022 ft/ft, n = .011, P(2yr/24hr) = 3.6 in
Travel Time = 1.6 minutes \
Segment 2: OVERLAND FLOW ??ccrs ?ce?ss??? C:R
L = 200 ft, S = .045 ft/ft, n = .15, P(2yr/24hr) = 3.6 in
Travel Time = 11.6 minutes
Segment 3: CHANNEL FLOW(-v:"' L? •r?c?? c,?c s c \c? o S?? >
A = 2.5 ft"2, P = 6 ft, L = 1076 ft, S = .015 ft/ft, n = .035
Travel Time = 6.2 minutes
TOTAL TRAVEL TIME = 19.4 min.

0
Reservoir Report Page 1
English
Reservoir No. 2 - PROPOSED POND
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation Contour area Incr. Storage Total storage
ft ft sqft cuft cuft
0.00 270.00 824 0 0
1.00 271.00 1,111 968 968
2.00 272.00 6,051 3,581 4,549
3.00 273.00 9,094 7,573 12,121
4.00 274.00 10,844 9,969 22,090
5.00 275.00 12,320 11,582 33,672
6.00 276.00 13,601 12,961 46,633
7.00 277.00 14,937 14,269 60,902
Culvert / Orifice Struc tures Weir Structures
[A?] [I3] [C] [D] [A] [I31 [C] [D]
Rise in = 36.0 2.0 0.0 0.0 Crest Len ft = 3.92 13.50 0.00 0.00
Span in = 36.0 2.0 0.0 0.0 Crest El. ft = 275.00 276.00 0.00 0.00
No. Barrels = 1 1 0 0 Weir Coeff. = 2.68 2.70 0
00 0
00
. .
Overt El. ft = 270.00 273.00 0.00 0.00 Eqn. Exp. = 1.50 1.50 0.00 0.00
Length ft = 65.0 0.0 0.0 0.0 Multi-Stage = Yes Yes No No
Slope % = 1.50 0.00 0.00 0.00
N-Value = .013 .013 .000 .000
Orif. Coeff. = 0.60 0.60 0.00 0.00
Multi-Stage = ----- Yes No No Tailwater Elevat ion = 0.00 ft

Stage / Storage / Discharge Table Note: All outFlows have been analyzed under inlet and outlet control.
Stage Storage Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 270.00 0.00 0.00 --- --- 0.00 0.00 --- --- 0.00
0.10 97 270.10 0.09 0.00 --- --- 0.00 0.00 --- --- 0.00
0.20 194 270.20 0.36 0.00 --- --- 0.00 0.00 --- --- 0.00
0.30 290 270.30 0.76 0.00 --- --- 0.00 0.00 --- --- 0.00
0.40 387 270.40 1.38 0.00 --- --- 0.00 0.00 --- --- 0.00
0.50 484 270.50 2.00 0.00 --- --- 0.00 0.00 --- --- 0.00
0.60 581 270.60 2.77 0.00 --- --- 0.00 0.00 --- --- 0.00
0.70 677 270.70 3.69 0.00 --- --- 0.00 0.00 --- --- 0.00
0.80 774 270.80 4.76 0.00 --- --- 0.00 0.00 --- --- 0.00
0.90 871 270.90 5.99 0.00 --- --- 0.00 0.00 --- --- 0.00
1.00 968 271.00 7.38 0.00 --- --- 0.00 0.00 --- --- 0.00
9 Continues on next page...
PROPOSED POND
Stage / Storage / Discharge Table
Page 2
tage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
1.10 1,326 271.10 8.90 0.00 --- --- 0.00 0.00 --- --- 0.00
1.20 1,684 271.20 9.93 0.00 --- --- 0.00 0.00 --- --- 0.00
1.30 2,042 271.30 11.67 0.00 --- --- 0.00 0.00 --- --- 0.00
1.40 2,400 271.40 13.53 0.00 --- --- 0.00 0.00 --- --- 0.00
1.50 2,758 271.50 15.47 0.00 --- --- 0.00 0.00 --- --- 0.00
1.60 3,116 271.60 16.74 0.00 --- --- 0.00 0.00 --- --- 0.00
1.70 3,474 271.70 18.80 0.00 --- --- 0.00 0.00 --- --- 0.00
1.80 3,832 271.80 20.90 0.00 --- --- 0.00 0.00 --- --- 0.00
1.90 4,190 271.90 22.25 0.00 --- --- 0.00 0.00 --- --- 0.00
2.00 4,549 272.00 24.36 0.00 --- --- 0.00 0.00 --- --- 0.00
2.10 5,306 272.10 26.45 0.00 --- --- 0.00 0.00 --- --- 0.00
2.20 6,063 272.20 28.49 0.00 --- --- 0.00 0.00 --- --- 0.00
2.30 6,820 272.30 30.46 0.00 --- --- 0.00 0.00 --- --- 0.00
2.40 7,578 272.40 32.33 0.00 --- --- 0.00 0.00 --- --- 0.00
2.50 8,335 272.50 34.10 0.00 --- --- 0.00 0.00 --- --- 0.00
2.60 9,092 272.60 35.75 0.00 --- --- 0.00 0.00 --- --- 0.00
2.70 9,849 272.70 37.62 0.00 --- --- 0.00 0.00 --- --- 0.00
2.80 10,607 272.80 39.19 0.00 --- --- 0.00 0.00 --- --- 0.00
2.90 11,364 272.90 40.23 0.00 --- --- 0.00 0.00 --- --- 0.00
3.00 12,121 273.00 39.93 0.00 --- --- 0.00 0.00 --- --- 0.00
3.10 13,118 273.10 41.93 0.02 --- --- 0.00 0.00 --- --- 0.02
3.20 14,115 273.20 43.84 0.04 --- --- 0.00 0.00 --- --- 0.04
3.30 15,112 273.30 45.66 0.05 --- --- 0.00 0.00 --- --- 0.05
3.40 16,109 273.40 46.91 0.06 --- --- 0.00 0.00 --- --- 0.06
9 50 17,106 273.50 48.13 0.07 --- --- 0.00 0.00 --- --- 0.07
.60 18,102 273.60 49.32 0.08 --- --- 0.00 0.00 --- --- 0.08
3.70 19,099 273.70 50.48 0.08 --- --- 0.00 0.00 --- --- 0.08
3.80 20,096 273.80 51.61 0.09 --- --- 0.00 0.00 --- --- 0.09
3.90 21,093 273.90 52.72 0.09 --- --- 0.00 0.00 --- --- 0.09
4.00 22,090 274.00 53.81 0.10 --- --- 0.00 0.00 --- --- 0.10
4.10 23,248 274.10 54.87 0.11 --- --- 0.00 0.00 --- --- 0.11
4.20 24,406 274.20 55.92 0.11 --- --- 0.00 0.00 --- --- 0.11
4.30 25,565 274.30 56.94 0.12 --- --- 0.00 0.00 --- --- 0.12
4.40 26,723 274.40 57.95 0.12 --- --- 0.00 0.00 --- --- 0.12
4.50 27,881 274.50 58.94 0.13 --- --- 0.00 0.00 --- --- 0.13
4.60 29,039 274.60 59.92 0.13 --- --- 0.00 0.00 --- --- 0.13
4.70 30,197 274.70 60.88 0.13 --- --- 0.00 0.00 --- --- 0.13
4.80 31,356 274.80 61.82 0.14 --- --- 0.00 0.00 --- --- 0.14
4.90 32,514 274.90 62.75 0.14 --- --- 0.00 0.00 --- --- 0.14
5.00 33,672 275.00 63.67 0.15 --- --- 0.00 0.00 --- --- 0.15
5.10 34,968 275.10 64.57 0.15 --- --- 0.33 0.00 --- --- 0.48
5.20 36,264 275.20 65.46 0.15 --- --- 0.94 0.00 --- --- 1.09
5.30 37,560 275.30 66.34 0.16 --- --- 1.73 0.00 --- --- 1.88
5.40 38,856 275.40 67.21 0.16 --- --- 2.66 0.00 --- --- 2.82
5.50 40,152 275.50 68.06 0.16 --- --- 3.71 0.00 --- --- 3.88
5.60 41,448 275.60 68.91 0.17 --- --- 4.88 0.00 --- --- 5.05
5.70 42,744 275.70 69.74 0.17 --- --- 6.15 0.00 --- --- 6.32
5.80 44,040 275.80 70.57 0.17 --- --- 7.52 0.00 --- --- 7.69
5.90 45,336 275.90 71.38 0.18 --- --- 8.97 0.00 --- --- 9.15
6.00 46,633 276.00 72.19 0.18 --- --- 10.51 0.00 --- --- 10.68
6.10 48,059 276.10 72.99 0.18 --- --- 12.12 1.15 --- --- 13.46
20
0 49,486 276.20 73.78 0.19 --- --- 13.81 3.26 --- --- 17.26
30 50,913 276.30 74.56 0.19 --- --- 15.57 5.99 --- --- 21.75
Continues on next page...
PROPOSED POND
Stage / Storage / Discharge Table
Page 3
tage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
6.40 52,340 276.40 75.33 0.19 --- --- 17.40 9.22 --- --- 26.82
6.50 53,767 276.50 76.10 0.19 --- --- 19.30 12.89 --- --- 32.38
6.60 55,194 276.60 76.85 0.20 --- --- 21.26 16.94 --- --- 38.40
6.70 56,621 276.70 77.60 0.20 --- --- 23.29 21.35 --- --- 44.84
6.80 58,048 276.80 78.35 0.20 --- --- 25.37 26.08 --- --- 51.65
6.90 59,475 276.90 79.08 0.18 --- --- 27.52 31.12 --- --- 58.82
7.00 60,902 277.00 79.81 0.17 --- --- 29.71 36.45 --- --- 66.33
...End
•
cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0

Hydrograph Report Page
W. No. 1
1IN STORM EXISTING CONDITIONS
English
Hydrograph type = SCS Runoff Peak discharge = 0.49 cfs
Storm frequency = 2 yrs Time interval = 5 min
Drainage area = 7.59 ac Curve number = 82
Basin Slope = 0.0% Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 19.4 min
Total precip. = 1.00 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Total Volume = 3,146 cult
Hydro graph Discharge Table
Time - - Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(min cfs) (min cfs) (min cfs) (min cfs)
715 0.08 875 0.07 1035 0.05 1195 0.04
720 0.24 880 0.07 1040 0.05 1200 0.04
725 0.42 885 0.07 1045 0.05 1205 0.04
730 0.49 << 890 0.07 1050 0.05 1210 0.03
735 0.46 895 0.07 1055 0.05 1215 0.03
740 0.41 900 0.07 1060 0.05 1220 0.03
745 0.34 905 0.07 1065 0.05 1225 0.03
750 0.26 910 0.07 1070 0.05 1230 0.03
755 0.20 915 0.07 1075 0.05 1235 0.03
760 0.18 920 0.07 1080 0.05 1240 0.03
765 0.17 925 0.07 1085 0.05 1245 0.03
770 0.15 930 0.06 1090 0.05 1250 0.03
775 0.14 935 0.06 1095 0.05 1255 0.03
780 0.13 940 0.06 1100 0.04 1260 0.03
785 0.13 945 0.06 1105 0.04 1265 0.03
790 0.12 950 0.06 1110 0.04 1270 0.03
795 0.12 955 0.06 1115 0.04 1275 0.03
800 0.11 960 0.06 1120 0.04 1280 0.03
805 0.11 965 0.06 1125 0.04 1285 0.03
810 0.11 970 0.06 1130 0.04 1290 0.03
815 0.10 975 0.05 1135 0.04 1295 0.03
820 0.10 980 0.05 1140 0.04 1300 0.03
825 0.10 985 0.05 1145 0.04 1305 0.03
830 0.09 990 0.05 1150 0.04 1310 0.03
835 0.09 995 0.05 1155 0.04 1315 0.03
840 0.09 1000 0.05 1160 0.04 1320 0.03
845 0.08 1005 0.05 1165 0.04 1325 0.03
850 0.08 1010 0.05 1170 0.04 1330 0.03
855 0.08 1015 0.05 1175 0.04 1335 0.03
860 0.08 1020 0.05 1180 0.04 1340 0.03
865 0.08 1025 0.05 1185 0.04 1345 0.03
870 0.08 1030 0.05 1190 0.04 1350 0.03
0 Continues on next page...
1IN STORM EXISTING CONDITIONS
Hydrograph Discharge Table
dime -- Outflow
(min cfs)
1355 0.03
1360 0.03
1365 0.03
1370 0.03
1375 0.03
1380 0.03
1385 0.03
1390 0.03
1395 0.03
1400 0.03
1405 0.03
1410 0.03
1415 0.03
1420 0.03
1425 0.03
1430 0.03
1435 0.03
1440 0.03
1445 0.03
1450 0.02
1455 0.02
1460 0.01
•
End
Page 2
•
Hydrograph Report Page 1
English
Wyd. No. 2
1IN STORM PROPOSED CONDITIONS
Hydrograph type = SCS Runoff Peak discharge = 7.24 cfs
Storm frequency = 2 yrs Time interval = 5 min
Drainage area = 7.59 ac Curve number = 98
Basin Slope = 0.0% Hydraulic length = 0 ft
Tc method = USER Time of conc. (Tc) = 13.3 min
Total precip. = 1.00 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Hydrograph Discharge Table
Total Volume = 20,429 cult
Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow
(min cfs) (min cfs) (min cfs) (min cfs)
480 0.07 640 0.26 800 0.38 960 0.17
485 0.07 645 0.28 805 0.37 965 0.16
490 0.08 650 0.30 810 0.35 970 0.16
495 0.08 655 0.32 815 0.34 975 0.16
500 0.08 660 0.34 820 0.32 980 0.16
505 0.09 665 0.35 825 0.31 985 0.15
0 510 0.09 670 0.37 830 0.30 990 0.15
515 0.10 675 0.42 835 0.29 995 0.15
520 0.10 680 0.48 840 0.27 1000 0.15
525 0.11 685 0.53 845 0.26 1005 0.15
530 0.11 690 0.58 850 0.26 1010 0.15
535 0.12 695 0.76 855 0.25 1015 0.15
540 0.12 700 1.27 860 0.25 1020 0.14
545 0.13 705 2.17 865 0.24 1025 0.14
550 0.13 710 3.57 870 0.24 1030 0.14
555 0.13 715 5.82 875 0.23 1035 0.14
560 0.13 720 7.24 << 880 0.23 1040 0.14
565 0.14 725 5.89 885 0.23 1045 0.14
570 0.14 730 3.51 890 0.22 1050 0.14
575 0.14 735 1.73 895 0.22 1055 0.13
580 0.14 740 1.08 900 0.21 1060 0.13
585 0.15 745 0.95 905 0.21 1065 0.13
590 0.16 750 0.83 910 0.21 1070 0.13
595 0.16 755 0.71 915 0.20 1075 0.13
600 0.17 760 0.62 920 0.20 1080 0.13
605 0.18 765 0.56 925 0.19 1085 0.13
610 0.19 770 0.53 930 0.19 1090 0.12
615 0.20 775 0.50 935 0.19 1095 0.12
620 0.21 780 0.47 940 0.18 1100 0.12
625 0.22 785 0.44 945 0.18 1105 0.12
630 0.24 790 0.42 950 0.17 1110 0.12
635 0.25 795 0.40 955 0.17 1115 0.12
•
Continues on next page...
11N STORM PROPOSED CONDITIONS
Hydrograph Discharge Table
Wime -- Outflow Time -- Outflow
(min cfs) (min cfs)
1120 0.12 1365 0.08
1125 0.11 1370 0.08
1130 0.11 1375 0.08
1135 0.11 1380 0.08
1140 0.11 1385 0.08
1145 0.11 1390 0.08
1150 0.11 1395 0.08
1155 0.11 1400 0.08
1160 0.10 1405 0.08
1165 0.10 1410 0.08
1170 0.10 1415 0.08
1175 0.10 1420 0.08
1180 0.10 1425 0.08
1185 0.10 1430 0.08
1190 0.10 1435 0.08
1195 0.09 1440 0.08
1200 0.09
1205 0.09
1210 0.09 ...End
1215 0.09
1220 0.09
1225 0.09
1230 0.09
1235 0.09
1240 0.09
1245 0.09
1250 0.09
1255 0.09
1260 0.09
1265 0.09
1270 0.09
1275 0.09
1280 0.09
1285 0.09
1290 0.09
1295 0.09
1300 0.09
1305 0.08
1310 0.08
1315 0.08
1320 0.08
1325 0.08
1330 0.08
1335 0.08
1340 0.08
1345 0.08
1350 0.08
1355 0.08
1360 0.08
Page 2

Hydrograph Report
0Hyd. No. 3
POND SLOW RELEASE
Hydrograph type = Reservoir
Storm frequency = 2 yrs
Inflow hyd. No. = 2
Max. Elevation = 274.47 ft
Page 1
English
Peak discharge
Time interval
Reservoir name
Max. Storage
= 0.12 cfs
= 5 min
= PROPOSED POND
= 27,505 cult
Hydrograph Discharge Table?
Time Inflow Elevation Clv A Clv B
(min) cfs ft cfs cfs

Clv C Clv D Wr A Wr B Wr C Wr D Outflow
cfs cfs cfs cfs cfs cfs cfs
Total Volume = 20,318 cuft
330 0.03 273.01 40.10 0.00 ----- ----- ----- ----- ----- ----- 0.00
335 0.03 273.01 40.12 0.00 ----- ----- ----- ----- ----- ----- 0.00
340 0.03 273.01 40.13 0.00 ----- ----- ----- ----- ----- ----- 0.00
345 0.03 273.01 40.15 0.00 ----- ----- ----- ----- ----- ----- 0.00
350 0.03 273.01 40.17 0.00 ----- ----- ----- ----- ----- ----- 0.00
355 0.03 273.01 40.19 0.00 ----- ----- ----- ----- ----- ----- 0.00
360 0.04 273.01 40.21 0.00 ----- ----- ----- ----- ----- ----- 0.00
365 0.04 273.01 40.23 0.00 ----- ----- ----- ----- ----- ----- 0.00
370 0.04 273.02 40.25 0.00 ----- ----- ----- ----- ----- ----- 0.00
375 0.04 273.02 40.27 0.00 0.00
80
10 0.04 273.02 40.30 0.00 - ----- 0.00
85 0.04 273.02 40.32 0.00 _____ _____ _____ _____ ==__
- ----- 0.00
390 0.04 273.02 40.34 0.00 ----- ----- ----- ----- ----- ----- 0.00
395 0.05 273.02 40.37 0.00 ----- ----- ----- ----- ----- ----- 0.00
400 0.05 273.02 40.39 0.00 ----- ----- ----- ----- ----- ----- 0.00
405 0.05 273.02 40.42 0.00 ----- ----- ----- ----- ----- ----- 0.00
410 0.05 273.03 40.45 0.00 ----- ----- ----- ----- ----- ----- 0.00
415 0.05 273.03 40.48 0.00 ----- ----- ----- ----- ----- ----- 0.00
420 0.05 273.03 40.51 0.00 ----- ----- ----- ----- ----- ----- 0.00
425 0.06 273.03 40.54 0.00 ----- ----- ----- ----- ----- ----- 0.00
430 0.06 273.03 40.57 0.00 ----- ----- ----- ----- ----- ----- 0.00
435 0.06 273.03 40.60 0.01 ----- ----- ----- ----- ----- ----- 0.01
440 0.06 273.03 40.63 0.01 ----- ----- ----- ----- ----- ----- 0.01
445 0.06 273.04 40.67 0.01 ----- ----- ----- ----- ----- ----- 0.01
450 0.06 273.04 40.70 0.01 ----- ----- ----- ----- ----- ----- 0.01
455 0.06 273.04 40.74 0.01 ----- ----- ----- ----- ----- ----- 0.01
460 0.07 273.04 40.77 0.01 ----- ----- ----- ----- ----- ----- 0.01
465 0.07 273.04 40.81 0.01 ----- ----- ----- ----- ----- ----- 0.01
470 0.07 273.05 40.84 0.01 ----- ----- ----- ----- ----- ----- 0.01
475 0.07 273.05 40.88 0.01 ----- ----- ----- ----- ----- ----- 0.01
480 0.07 273.05 40.92 0.01 ----- ----- ----- ----- ----- ----- 0.01
485 0.07 273.05 40.96 0.01 ----- ----- ----- ----- ----- ----- 0.01
490 0.08 273.05 41.00 0.01 ----- ----- ----- ----- ----- ----- 0.01
495 0.08 273.06 41.04 0.01 ----- ----- ----- ----- ----- ----- 0.01
500 0.08 273.06 41.09 0.01 ----- ----- ----- ----- ----- ----- 0.01
505 0.09 273.06 41.14 0.01 ----- ----- ----- ----- ----- ----- 0.01
0 Continues on next page...
POND SLOW RELEASE Page 2
Hydrograph Discharge Table

Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
510 0.09 273.06 41.19 0.01 ----- ----- ----- ----- ----- ----- 0.01
515 0.10 273.07 41.24 0.01 ----- ----- ----- ----- ----- ----- 0.01
520 0.10 273.07 41.29 0.01 ----- ----- ----- ----- ----- ----- 0.01
525 0.11 273.07 41.35 0.01 ----- ----- ----- ----- ----- ----- 0.01
530 0.11 273.07 41.41 0.01 ----- ----- ----- ----- ----- ----- 0.01
535 0.12 273.08 41.47 0.01 ----- ----- ----- ----- ----- ----- 0.01
540 0.12 273.08 41.53 0.01 ----- ----- ----- ----- ----- ----- 0.01
545 0.13 273.08 41.60 0.01 ----- ----- ----- ----- ----- ----- 0.01
550 0.13 273.09 41.67 0.01 ----- ----- ----- ----- ----- ----- 0.01
555 0.13 273.09 41.74 0.01 ----- ----- ----- ----- ----- ----- 0.01
560 0.13 273.09 41.81 0.01 ----- ----- ----- ----- ----- ----- 0.01
565 0.14 273.10 41.88 0.01 ----- ----- ----- ----- ----- ----- 0.01
570 0.14 273.10 41.95 0.02 ----- ----- ----- ----- ----- ----- 0.02
575 0.14 273.10 42.02 0.02 ----- ----- ----- ----- ----- ----- 0.02
580 0.14 273.11 42.10 0.02 ----- ----- ----- ----- ----- ----- 0.02
585 0.15 273.11 42.17 0.02 ----- ----- ----- ----- ----- ----- 0.02
590 0.16 273.12 42.25 0.02 ----- ----- ----- ----- ----- ----- 0.02
595 0.16 273.12 42.33 0.02 ----- ----- ----- ----- ----- ----- 0.02
600 0.17 273.13 42.41 0.02 ----- ----- ----- ----- ----- ----- 0.02
605 0.18 273.13 42.50 0.02 ----- ----- ----- ----- ----- ----- 0.02
610 0.19 273.13 42.59 0.02 ----- ----- ----- ----- ----- ----- 0.02
615 0.20 273.14 42.69 0.02 ----- ----- ----- ----- ----- ----- 0.02
620 0.21 273.15 42.80 0.02 ----- ----- ----- ----- ----- ----- 0.02
825 0.22 273.15 42.91 0.03 ----- ----- ----- ----- ----- ----- 0.03
30 0.24 273.16 43.02 0.03 ----- ----- ----- ----- ----- ----- 0.03
635 0.25 273.16 43.15 0.03 ----- ----- ----- ----- ----- ----- 0.03
640 0.26 273.17 43.28 0.03 ----- ----- ----- ----- ----- ----- 0.03
645 0.28 273.18 43.41 0.03 ----- ----- ----- ----- ----- ----- 0.03
650 0.30 273.19 43.56 0.03 ----- ----- ----- ----- ----- ----- 0.03
655 0.32 273.19 43.72 0.03 ----- ----- ----- ----- ----- ----- 0.03
660 0.34 273.20 43.89 0.04 ----- ----- ----- ----- ----- ----- 0.04
665 0.35 273.21 44.06 0.04 ----- ----- ----- ----- ----- ----- 0.04
670 0.37 273.22 44.24 0.04 ----- ----- ----- ----- ----- ----- 0.04
675 0.42 273.23 44.43 0.04 ----- ----- ----- ----- ----- ----- 0.04
680 0.48 273.24 44.66 0.04 ----- ----- ----- ----- ----- ----- 0.04
685 0.53 273.26 44.91 0.04 ----- ----- ----- ----- ----- ----- 0.04
690 0.58 273.27 45.19 0.05 ----- ----- ----- ----- ----- ----- 0.05
695 0.76 273.29 45.53 0.05 ----- ----- ----- ----- ----- ----- 0.05
700 1.27 273.32 45.93 0.05 ----- ----- ----- ----- ----- ----- 0.05
705 2.17 273.37 46.56 0.06 ----- ----- ----- ----- ----- ----- 0.06
710 3.57 273.46 47.60 0.06 ----- ----- ----- ----- ----- ----- 0.06
715 5.82 273.60 49.27 0.08 ----- ----- ----- ----- ----- ----- 0.08
720 7.24 << 273.79 51.50 0.09 ----- ----- ----- ----- ----- ----- 0.09
725 5.89 273.98 53.64 0.10 ----- ----- ----- ----- ----- ----- 0.10
730 3.51 274.11 54.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
735 1.73 274.17 55.62 0.11 ----- ----- ----- ----- ----- ----- 0.11
740 1.08 274.20 55.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
745 0.95 274.23 56.21 0.11 ----- ----- ----- ----- ----- ----- 0.11
750 0.83 274.25 56.41 0.11 ----- ----- ----- ----- ----- ----- 0.11
0 Continues on next page...
POND SLOW RELEASE
Page 3
Hydrograph Discharge Table
Wime Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
755 0.71 274.27 56.59 0.11 ----- ----- ----- ----- ----- ----- 0.11
760 0.62 274.28 56.73 0.11 ----- ----- ----- ----- ----- ----- 0.11
765 0.56 274.29 56.86 0.12 ----- ----- ----- ----- ----- ----- 0.12
770 0.53 274.30 56.97 0.12 ----- ----- ----- ----- ----- ----- 0.12
775 0.50 274.31 57.08 0.12 ----- ----- ----- ----- ----- ----- 0.12
780 0.47 274.32 57.17 0.12 ----- ----- ----- ----- ----- ----- 0.12
785 0.44 274.33 57.26 0.12 ----- ----- ----- ----- ----- ----- 0.12
790 0.42 274.34 57.34 0.12 ----- ----- ----- ----- ----- ----- 0.12
795 0.40 274.35 57.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
800 0.38 274.35 57.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
805 0.37 274.36 57.56 0.12 ----- ----- ----- ----- ----- ----- 0.12
810 0.35 274.37 57.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
815 0.34 274.37 57.68 0.12 ----- ----- ----- ----- ----- ----- 0.12
820 0.32 274.38 57.73 0.12 ----- ----- ----- ----- ----- ----- 0.12
825 0.31 274.38 57.78 0.12 ----- ----- ----- ----- ----- ----- 0.12
830 0.30 274.39 57.83 0.12 ----- ----- ----- ----- ----- ----- 0.12
835 0.29 274.39 57.88 0.12 ----- ----- ----- ----- ----- ----- 0.12
840 0.27 274.40 57.92 0.12 ----- ----- ----- ----- ----- ----- 0.12
845 0.26 274.40 57.96 0.12 ----- ----- ----- ----- ----- ----- 0.12
850 0.26 274.40 57.99 0.12 ----- ----- ----- ----- ----- ----- 0.12
855 0.25 274.41 58.03 0.12 ----- ----- ----- ----- ----- ----- 0.12
860 0.25 274.41 58.06 0.12 ----- ----- ----- ----- ----- ----- 0.12
865 0.24 274.41 58.09 0.12 ----- ----- ----- ----- ----- ----- 0.12
70 0.24 274.42 58.12 0.12 ----- ----- ----- ----- ----- ----- 0.12
75 0.23 274.42 58.15 0.12 ----- ----- ----- ----- ----- ----- 0.12
880 0.23 274.42 58.18 0.12 ----- ----- ----- ----- ----- ----- 0.12
885 0.23 274.43 58.21 0.12 ----- ----- ----- ----- ----- ----- 0.12
890 0.22 274.43 58.23 0.12 ----- ----- ----- ----- ----- ----- 0.12
895 0.22 274.43 58.26 0.12 ----- ----- ----- ----- ----- ----- 0.12
900 0.21 274.43 58.28 0.12 ----- ----- ----- ----- ----- ----- 0.12
905 0.21 274.44 58.31 0.12 ----- ----- ----- ----- ----- ----- 0.12
910 0.21 274.44 58.33 0.12 ----- ----- ----- ----- ----- ----- 0.12
915 0.20 274.44 58.35 0.12 ----- ----- ----- ----- ----- ----- 0.12
920 0.20 274.44 58.37 0.12 ----- ----- ----- ----- ----- ----- 0.12
925 0.19 274.44 58.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
930 0.19 274.45 58.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
935 0.19 274.45 58.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
940 0.18 274.45 58.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
945 0.18 274.45 58.45 0.12 ----- ----- ----- ----- ----- ----- 0.12
950 0.17 274.45 58.47 0.12 ----- ----- ----- ----- ----- ----- 0.12
955 0.17 274.45 58.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
960 0.17 274.45 58.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
965 0.16 274.46 58.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
970 0.16 274.46 58.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
975 0.16 274.46 58.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
980 0.16 274.46 58.53 0.12 ----- ----- ----- ----- ----- ----- 0.12
985 0.15 274.46 58.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
990 0.15 274.46 58.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
995 0.15 274.46 58.55 0.12 ----- ----- ----- ----- ----- ----- 0.12
•
Continues on next page...
POND SLOW RELEASE Page 4
H!ydrograph Discharge Table
Wime Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
1000 0.15 274.46 58.56 0.12 ----- ----- ----- ----- ----- ----- 0.12
1005 0.15 274.46 58.57 0.12 ----- ----- ----- ----- ----- ----- 0.12
1010 0.15 274.46 58.57 0.12 ----- ----- ----- ----- ----- ----- 0.12
1015 0.15 274.46 58.58 0.12 ----- ----- ----- ----- ----- ----- 0.12
1020 0.14 274.46 58.58 0.12 ----- ----- ----- ----- ----- ----- 0.12
1025 0.14 274.46 58.59 0.12 ----- ----- ----- ----- ----- ----- 0.12
1030 0.14 274.46 58.59 0.12 ----- ----- ----- ----- ----- ----- 0.12
1035 0.14 274.47 58.60 0.12 ----- ----- ----- ----- ----- ----- 0.12
1040 0.14 274.47 58.60 0.12 ----- ----- ----- ----- ----- ----- 0.12
1045 0.14 274.47 58.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
1050 0.14 274.47 58.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
1055 0.13 274.47 58.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
1060 0.13 274.47 58.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
1065 0.13 274.47 58.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
1070 0.13 274.47 58.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
1075 0.13 274.47 58.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
1080 0.13 274.47 58.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
1085 0.13 274.47 58.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
1090 0.12 274.47 << 58.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
1095 0.12 274.47 << 58.62 0.12 ----- ----- ----- ----- ----- 0.12 <<
1100 0.12 274.47 58.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
1105 0.12 274.47 58.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
1110 0.12 274.47 58.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
115
18 0.12 274.47 58.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
120 0.12 274.47 58.62 0.12 ----- ----- ----- ----- ----- ----- 0.12
1125 0.11 274.47 58.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
1130 0.11 274.47 58.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
1135 0.11 274.47 58.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
1140 0.11 274.47 58.61 0.12 ----- ----- ----- ----- ----- ----- 0.12
1145 0.11 274.47 58.60 0.12 ----- ----- ----- ----- ----- ----- 0.12
1150 0.11 274.47 58.60 0.12 ----- ----- ----- ----- ----- ----- 0.12
1155 0.11 274.46 58.59 0.12 ----- ----- ----- ----- ----- ----- 0.12
1160 0.10 274.46 58.59 0.12 ----- ----- ----- ----- ----- ----- 0.12
1165 0.10 274.46 58.58 0.12 ----- ----- ----- ----- ----- ----- 0.12
1170 0.10 274.46 58.58 0.12 ----- ----- ----- ----- ----- ----- 0.12
1175 0.10 274.46 58.57 0.12 ----- ----- ----- ----- ----- ----- 0.12
1180 0.10 274.46 58.57 0.12 ----- ----- ----- ----- ----- ----- 0.12
1185 0.10 274.46 58.56 0.12 ----- ----- ----- ----- ----- ----- 0.12
1190 0.10 274.46 58.55 0.12 ----- ----- ----- ----- ----- ----- 0.12
1195 0.09 274.46 58.55 0.12 ----- ----- ----- ----- ----- ----- 0.12
1200 0.09 274.46 58.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
1205 0.09 274.46 58.53 0.12 ----- ----- ----- ----- ----- ----- 0.12
1210 0.09 274.46 58.52 0.12 ----- ----- ----- ----- ----- ----- 0.12
1215 0.09 274.46 58.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
1220 0.09 274.46 58.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
1225 0.09 274.45 58.50 0.12 ----- ----- ----- ----- ----- ----- 0.12
1230 0.09 274.45 58.49 0.12 ----- ----- ----- ----- ----- ----- 0.12
1235 0.09 274.45 58.48 012 ----- ----- ----- ----- ----- ----- 0.12
1240 0.09 274.45 58.47 0.12 ----- ----- ----- ----- ----- ----- 0.12
is Continues on next page...
POND SLOW RELEASE
Page 5
Hydrograph Discharge Table
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
1245 0.09 274.45 58.46 0.12 ----- ----- ----- ----- ----- ----- 0.12
1250 0.09 274.45 58.45 0.12 ----- ----- ----- ----- ----- ----- 0.12
1255 0.09 274.45 58.44 0.12 ----- ----- ----- ----- ----- ----- 0.12
1260 0.09 274.45 58.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
1265 0.09 274.45 58.43 0.12 ----- ----- ----- ----- ----- ----- 0.12
1270 0.09 274.45 58.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
1275 0.09 274.45 58.41 0.12 ----- ----- ----- ----- ----- ----- 0.12
1280 0.09 274.44 58.40 0.12 ----- ----- ----- ----- ----- ----- 0.12
1285 0.09 274.44 58.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
1290 0.09 274.44 58.38 0.12 ----- ----- ----- ----- ----- ----- 0.12
1295 0.09 274.44 58.37 0.12 ----- ----- ----- ----- ----- ----- 0.12
1300 0.09 274.44 58.36 0.12 ----- ----- ----- ----- ----- ----- 0.12
1305 0.08 274.44 58.35 0.12 ----- ----- ----- ----- ----- ----- 0.12
1310 0.08 274.44 58.34 0.12 ----- ----- ----- ----- ----- ----- 0.12
1315 0.08 274.44 58.33 0.12 ----- ----- ----- ----- ----- ----- 0.12
1320 0.08 274.44 58.32 0.12 ----- ----- ----- ----- ----- ----- 0.12
1325 0.08 274.44 58.31 0.12 ----- ----- ----- ----- ----- ----- 0.12
1330 0.08 274.44 58.30 0.12 ----- ----- ----- ----- ----- ----- 0.12
1335 0.08 274.43 58.29 0.12 ----- ----- ----- ----- ----- ----- 0.12
1340 0.08 274.43 58.28 0.12 ----- ----- ----- ----- ----- ----- 0.12
1345 0.08 274.43 58.27 0.12 ----- ----- ----- ----- ----- ----- 0.12
1350 0.08 274.43 58.26 0.12 ----- ----- ----- ----- ----- ----- 0.12
1355 0.08 274.43 58.25 0.12 ----- ----- ----- ----- ----- ----- 0.12
1360 0.08 274.43 58.24 0.12 ----- ----- ----- ----- ----- ----- 0.12
365 0.08 274.43 58.23 0.12 ----- ----- ----- ----- ----- ----- 0.12
1370 0.08 274.43 58.22 0.12 ----- ----- ----- ----- ----- ----- 0.12
1375 0.08 274.43 58.21 0.12 ----- ----- ----- ----- ----- ----- 0.12
1380 0.08 274.42 58.20 0.12 ----- ----- ----- ----- ----- ----- 0.12
1385 0.08 274.42 58.19 0.12 ----- ----- ----- ----- ----- ----- 0.12
1390 0.08 274.42 58.18 0.12 ----- ----- ----- ----- ----- ----- 0.12
1395 0.08 274.42 58.17 0.12 ----- ----- ----- ----- ----- ----- 0.12
1400 0.08 274.42 58.16 0.12 ----- ----- ----- ----- ----- ----- 0.12
1405 0.08 274.42 58.14 0.12 ----- ----- ----- ----- ----- ----- 0.12
1410 0.08 274.42 58.13 0.12 ----- ----- ----- ----- ----- ----- 0.12
1415 0.08 274.42 58.12 0.12 ----- ----- ----- ----- ----- ----- 0.12
1420 0.08 274.42 58.11 0.12 ----- ----- ----- ----- ----- ----- 0.12
1425 0.08 274.41 58.10 0.12 ----- ----- ----- ----- ----- ----- 0.12
1430 0.08 274.41 58.09 0.12 ----- ----- ----- ----- ----- ----- 0.12
1435 0.08 274.41 58.08 0.12 ----- ----- ----- ----- ----- ----- 0.12
1440 0.08 274.41 58.07 0.12 ----- ----- ----- ----- ----- ----- 0.12
1445 0.06 274.41 58.05 0.12 ----- ----- ----- ----- ----- ----- 0.12
1450 0.03 274.41 58.03 0.12 ----- ----- ----- ----- ----- ----- 0.12
1455 0.01 274.41 58.01 0.12 ----- ----- ----- ----- ----- ----- 0.12
1460 0.00 274.40 57.98 0.12 ----- ----- ----- ----- ----- ----- 0.12
1465 0.00 274.40 57.95 0.12 ----- ----- ----- ----- ----- ----- 0.12
1470 0.00 274.40 57.92 0.12 ----- ----- ----- ----- ----- ----- 0.12
1475 0.00 274.39 57.89 0.12 ----- ----- ----- ----- ----- ----- 0.12
1480 0.00 2743.9 .9 7 R5 n 17 ----- ----- ----- ----- n -1 1)
1485 0.00 274.39 57.82 0.12 ----- ----- ----- ----- ----- ----- 0.12
Continues on next page...
POND SLOW RELEASE Page 6
Hydrograph Discharge Table
Wime Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
1490 0.00 274.38 57.79 0.12 ----- ----- ----- ----- ----- ----- 0.12
1495 0.00 274.38 57.76 0.12 ----- ----- ----- ----- ----- ----- 0.12
1500 0.00 274.38 57.73 0.12 ----- ----- ----- ----- ----- ----- 0.12
1505 0.00 274.37 57.70 0.12 ----- ----- ----- ----- ----- ----- 0.12
1510 0.00 274.37 57.67 0.12 ----- ----- ----- ----- ----- ----- 0.12
1515 0.00 274.37 57.64 0.12 ----- ----- ----- ----- ----- ----- 0.12
1520 0.00 274.37 57.60 0.12 ----- ----- ----- ----- ----- ----- 0.12
1525 0.00 274.36 57.57 0.12 ----- ----- ----- ----- ----- ----- 0.12
1530 0.00 274.36 57.54 0.12 ----- ----- ----- ----- ----- ----- 0.12
1535 0.00 274.36 57.51 0.12 ----- ----- ----- ----- ----- ----- 0.12
1540 0.00 274.35 57.48 0.12 ----- ----- ----- ----- ----- ----- 0.12
1545 0.00 274.35 57.45 0.12 ----- ----- ----- ----- ----- ----- 0.12
1550 0.00 274.35 57.42 0.12 ----- ----- ----- ----- ----- ----- 0.12
1555 0.00 274.34 57.39 0.12 ----- ----- ----- ----- ----- ----- 0.12
1560 0.00 274.34 57.36 0.12 ----- ----- ----- ----- ----- ----- 0.12
1565 0.00 274.34 57.33 0.12 ----- ----- ----- ----- ----- ----- 0.12
1570 0.00 274.33 57.30 0.12 ----- ----- ----- ----- ----- ----- 0.12
1575 0.00 274.33 57.26 0.12 ----- ----- ----- ----- ----- ----- 0.12
1580 0.00 274.33 57.23 0.12 ----- ----- ----- ----- ----- ----- 0.12
1585 0.00 274.33 57.20 0.12 ----- ----- ----- ----- ----- ----- 0.12
1590 0.00 274.32 57.17 0.12 ----- ----- ----- ----- ----- ----- 0.12
1595 0.00 274.32 57.14 0.12 ----- ----- ----- ----- ----- ----- 0.12
1600 0.00 274.32 57.11 0.12 ----- ----- ----- ----- ----- ----- 0.12
605 0.00 274.31 57.08 0.12 ----- ----- ----- ----- ----- ---- 0.12
610 0.00 274.31 57.05 0.12 =
----- ----- ----- ----- ----- ---- 0.12
1615 0.00 274.31 57.02 0.12 ----- ----- ----- ----- ----- ----- 0.12
1620 0.00 274.30 56.99 0.12 ----- ----- ----- ----- ----- ----- 0.12
1625 0.00 274.30 56.96 0.12 ----- ----- ----- ----- ----- ----- 0.12
1630 0.00 274.30 56.93 0.12 ----- ----- ----- ----- ----- ----- 0.12
1635 0.00 274.30 56.90 0.12 ----- ----- ----- ----- ----- ----- 0.12
1640 0.00 274.29 56.87 0.12 ----- ----- ----- ----- ----- ----- 0.12
1645 0.00 274.29 56.84 0.12 ----- ----- ----- ----- ----- ----- 0.12
1650 0.00 274.29 56.81 0.12 ----- ----- ----- ----- ----- ----- 0.12
1655 0.00 274.28 56.78 0.12 ----- ----- ----- ----- ----- ----- 0.12
1660 0.00 274.28 56.75 0.11 ----- ----- ----- ----- ----- ----- 0.11
1665 0.00 274.28 56.72 0.11 ----- ----- ----- ----- ----- ----- 0.11
1670 0.00 274.27 56.69 0.11 ----- ----- ----- ----- ----- ----- 0.11
1675 0.00 274.27 56.65 0.11 ----- ----- ----- ----- ----- ----- 0.11
1680 0.00 274.27 56.62 0.11 ----- ----- ----- ----- ----- ----- 0.11
1685 0.00 274.27 56.59 0.11 ----- ----- ----- ----- ----- ----- 0.11
1690 0.00 274.26 56.56 0.11 ----- ----- ----- ----- ----- ----- 0.11
1695 0.00 274.26 56.53 0.11 ----- ----- ----- ----- ----- ----- 0.11
1700 0.00 274.26 56.50 0.11 ----- ----- ----- ----- ----- ----- 0.11
1705 0.00 274.25 56.47 0.11 ----- ----- ----- ----- ----- ----- 0.11
1710 0.00 274.25 56.44 0.11 ----- ----- ----- ----- ----- ----- 0.11
1715 0.00 274.25 56.41 0.11 ----- ----- ----- ----- ----- ----- 0.11
1720 0.00 274.25 56.38 0.11 ----- ----- ----- ----- ----- ----- 0.11
1725 0.00 274.24 56.35 0.11 ----- ----- ----- ----- ----- ----- 0.11
1730 0.00 274.24 56.32 0.11 ----- ----- ----- ----- ----- ----- 0.11
0 Continues on next page...
POND SLOW RELEASE
Page 7
Hydrograph Discharge Table
'Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
1735 0.00 274.24 56.29 0.11 ----- ----- ----- ----- ----- ----- 0.11
1740 0.00 274.23 56.26 0.11 ----- ----- ----- ----- ----- ----- 0.11
1745 0.00 274.23 56.23 0.11 ----- ----- ----- ----- ----- ----- 0.11
1750 0.00 274.23 56.20 0.11 ----- ----- ----- ----- ----- ----- 0.11
1755 0.00 274.22 56.17 0.11 ----- ----- ----- ----- ----- ----- 0.11
1760 0.00 274.22 56.14 0.11 ----- ----- ----- ----- ----- ----- 0.11
1765 0.00 274.22 56.11 0.11 ----- ----- ----- ----- ----- ----- 0.11
1770 0.00 274.22 56.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
1775 0.00 274.21 56.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
1780 0.00 274.21 56.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
1785 0.00 274.21 55.99 0.11 ----- ----- ----- ----- ----- ----- 0.11
1790 0.00 274.20 55.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
1795 0.00 274.20 55.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
1800 0.00 274.20 55.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
1805 0.00 274.20 55.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
1810 0.00 274.19 55.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
1815 0.00 274.19 55.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
1820 0.00 274.19 55.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
1825 0.00 274.18 55.76 0.11 ----- ----- ----- ----- ----- ----- 0.11
1830 0.00 274.18 55.73 0.11 ----- ----- ----- ----- ----- ----- 0.11
1835 0.00 274.18 55.70 0.11 ----- ----- ----- ----- ----- ----- 0.11
1840 0.00 274.18 55.67 0.11 ----- ----- ----- ----- ----- ----- 0.11
1845 0.00 274.17 55.64 0.11 ----- ----- ----- ----- ----- ----- 0.11
0 850 0.00 274.17 55.61 0.11 ----- ----- ----- ----- ----- ----- 0.11
855 0.00 274.17 55.58 0.11 ----- ----- ----- ----- ----- ----- 0.11
1860 0.00 274.16 55.55 0.11 ----- ----- ----- ----- ----- ----- 0.11
1865 0.00 274.16 55.52 0.11 ----- ----- ----- ----- ----- ----- 0.11
1870 0.00 274.16 55.49 0.11 ----- ----- ----- ----- ----- ----- 0.11
1875 0.00 274.16 55.46 0.11 ----- ----- ----- ----- ----- ----- 0.11
1880 0.00 274.15 55.43 0.11 ----- ----- ----- ----- ----- ----- 0.11
1885 0.00 274.15 55.40 0.11 ----- ----- ----- ----- ----- ----- 0.11
1890 0.00 274.15 55.37 0.11 ----- ----- ----- ----- ----- ----- 0.11
1895 0.00 274.14 55.34 0.11 ----- ----- ----- ----- ----- ----- 0.11
1900 0.00 274.14 55.31 0.11 ----- ----- ----- ----- ----- ----- 0.11
1905 0.00 274.14 55.28 0.11 ----- ----- ----- ----- ----- ----- 0.11
1910 0.00 274.14 55.25 0.11 ----- ----- ----- ----- ----- ----- 0.11
1915 0.00 274.13 55.22 0.11 ----- ----- ----- ----- ----- ----- 0.11
1920 0.00 274.13 55.20 0.11 ----- ----- ----- ----- ----- ----- 0.11
1925 0.00 274.13 55.17 0.11 ----- ----- ----- ----- ----- ----- 0.11
1930 0.00 274.13 55.14 0.11 ----- ----- ----- ----- ----- ----- 0.11
1935 0.00 274.12 55.11 0.11 ----- ----- ----- ----- ----- ----- 0.11
1940 0.00 274.12 55.08 0.11 ----- ----- ----- ----- ----- ----- 0.11
1945 0.00 274.12 55.05 0.11 ----- ----- ----- ----- ----- ----- 0.11
1950 0.00 274.11 55.02 0.11 ----- ----- ----- ----- ----- ----- 0.11
1955 0.00 274.11 54.99 0.11 ----- ----- ----- ----- ----- ----- 0.11
1960 0.00 274.11 54.96 0.11 ----- ----- ----- ----- ----- ----- 0.11
1965 0.00 274.11 54.94 0.11 ----- ----- ----- ----- ----- ----- 0.11
1970 0.00 274.10 54.91 0.11 ----- ----- ----- ----- ----- ----- 0.11
1975 0.00 274.10 54.88 0.11 ----- ----- ----- ----- ----- ----- 0.11
0 Continues on next page...
POND SLOW RELEASE Page 8
Hydrograph Discharge Table
Wme Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
1980 0.00 274.10 54.85 0.11 ----- ----- ----- ----- ----- ----- 0.11
1985 0.00 274.10 54.82 0.11 ----- ----- ----- ----- ----- ----- 0.11
1990 0.00 274.09 54.79 0.11 ----- ----- ----- ----- ----- ----- 0.11
1995 0.00 274.09 54.76 0.11 ----- ----- ----- ----- ----- ----- 0.11
2000 0.00 274.09 54.73 0.11 ----- ----- ----- ----- ----- ----- 0.11
2005 0.00 274.08 54.70 0.11 ----- ----- ----- ----- ----- ----- 0.11
2010 0.00 274.08 54.67 0.10 ----- ----- ----- ----- ----- ----- 0.10
2015 0.00 274.08 54.65 0.10 ----- ----- ----- ----- ----- ----- 0.10
2020 0.00 274.08 54.62 0.10 ----- ----- ----- ----- ----- ----- 0.10
2025 0.00 274.07 54.59 0.10 ----- ----- ----- ----- ----- ----- 0.10
2030 0.00 274.07 54.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
2035 0.00 274.07 54.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
2040 0.00 274.07 54.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
2045 0.00 274.06 54.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
2050 0.00 274.06 54.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
2055 0.00 274.06 54.42 0.10 ----- ----- ----- ----- ----- ----- 0.10
2060 0.00 274.05 54.39 0.10 ----- ----- ----- ----- ----- ----- 0.10
2065 0.00 274.05 54.36 0.10 ----- ----- ----- ----- ----- ----- 0.10
2070 0.00 274.05 54.33 0.10 ----- ----- ----- ----- ----- ----- 0.10
2075 0.00 274.05 54.30 0.10 ----- ----- ----- ----- ----- ----- 0.10
2080 0.00 274.04 54.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
2085 0.00 274.04 54.24 0.10 ----- ----- ----- ----- ----- ----- 0.10
2090 0.00 274.04 54.22 0.10 ----- ----- ----- ----- ----- ----- 0.10
095 0.00 274.04 54.19 0.10 ----- ----- ----- ----- ----- ----- 0.10
100 0.00 274.03 54.16 0.10 ----- ----- ----- ----- ----- ----- 0.10
2105 0.00 274.03 54.13 0.10 ----- ----- ----- ----- ----- ----- 0.10
2110 0.00 274.03 54.10 0.10 ----- ----- ----- ----- ----- ----- 0.10
2115 0.00 274.03 54.08 0.10 ----- ----- ----- ----- ----- ----- 0.10
2120 0.00 274.02 54.05 0.10 ----- ----- ----- ----- ----- ----- 0.10
2125 0.00 274.02 54.02 0.10 ----- ----- ----- ----- ----- ----- 0.10
2130 0.00 274.02 53.99 0.10 ----- ----- ----- ----- ----- ----- 0.10
2135 0.00 274.01 53.96 0.10 ----- ----- ----- ----- ----- ----- 0.10
2140 0.00 274.01 53.93 0.10 ----- ----- ----- ----- ----- ----- 0.10
2145 0.00 274.01 53.91 0.10 ----- ----- ----- ----- ----- ----- 0.10
2150 0.00 274.01 53.88 0.10 ----- ----- ----- ----- ----- ----- 0.10
2155 0.00 274.00 53.85 0.10 ----- ----- ----- ----- ----- ----- 0.10
2160 0.00 274.00 53.82 0.10 ----- ----- ----- ----- ----- ----- 0.10
2165 0.00 274.00 53.79 0.10 ----- ----- ----- ----- ----- ----- 0.10
2170 0.00 274.00 53.76 0.10 ----- ----- ----- ----- ----- ----- 0.10
2175 0.00 273.99 53.73 0.10 ----- ----- ----- ----- ----- ----- 0.10
2180 0.00 273.99 53.70 0.10 ----- ----- ----- ----- ----- ----- 0.10
2185 0.00 273.99 53.66 0.10 ----- ----- ----- ----- ----- ----- 0.10
2190 0.00 273.98 53.63 0.10 ----- ----- ----- ----- ----- ----- 0.10
2195 0.00 273.98 53.60 0.10 ----- ----- ----- ----- ----- ----- 0.10
2200 0.00 273.98 53.56 0.10 ----- ----- ----- ----- ----- ----- 0.10
2205 0.00 273.97 53.53 0.10 ----- ----- ----- ----- ----- ----- 0.10
2210 0.00 273.97 53.50 0.10 ----- ----- ----- ----- ----- ----- 0.10
2215 0.00 273.97 53.47 0.10 ----- ----- ----- ----- ----- ----- 0.10
2220 0.00 273.97 53.44 0.10 ----- ----- ----- ----- ----- ----- 0.10
0 Continues on next page...
POND SLOW RELEASE
Page 9
Hydrograph Discharge Table
Wme Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
2225 0.00 273.96 53.40 0.10 ----- ----- ----- ----- ----- ----- 0.10
2230 0.00 273.96 53.37 0.10 ----- ----- ----- ----- ----- ----- 0.10
2235 0.00 273.96 53.34 0.10 ----- ----- ----- ----- ----- ----- 0.10
2240 0.00 273.95 53.31 0.10 ----- ----- ----- ----- ----- ----- 0.10
2245 0.00 273.95 53.27 0.10 ----- ----- ----- ----- ----- ----- 0.10
2250 0.00 273.95 53.24 0.10 ----- ----- ----- ----- ----- ----- 0.10
2255 0.00 273.95 53.21 0.10 ----- ----- ----- ----- ----- ----- 0.10
2260 0.00 273.94 53.18 0.10 ----- ----- ----- ----- ----- ----- 0.10
2265 0.00 273.94 53.15 0.10 ----- ----- ----- ----- ----- ----- 0.10
2270 0.00 273.94 53.12 0.10 ----- ----- ----- ----- ----- ----- 0.10
2275 0.00 273.93 53.08 0.10 ----- ----- ----- ----- ----- ----- 0.10
2280 0.00 273.93 53.05 0.10 ----- ----- ----- ----- ----- ----- 0.10
2285 0.00 273.93 53.02 0.10 ----- ----- ----- ----- ----- ----- 0.10
2290 0.00 273.92 52.99 0.10 ----- ----- ----- ----- ----- ----- 0.10
2295 0.00 273.92 52.96 0.10 ----- ----- ----- ----- ----- ----- 0.10
2300 0.00 273.92 52.93 0.10 ----- ----- ----- ----- ----- ----- 0.10
2305 0.00 273.92 52.90 0.10 ----- ----- ----- ----- ----- ----- 0.10
2310 0.00 273.91 52.86 0.10 ----- ----- ----- ----- ----- ----- 0.10
2315 0.00 273.91 52.83 0.10 ----- ----- ----- ----- ----- ----- 0.10
2320 0.00 273.91 52.80 0.10 ----- ----- ----- ----- ----- ----- 0.10
2325 0.00 273.90 52.77 0.10 ----- ----- ----- ----- ----- ----- 0.10
2330 0.00 273.90 52.74 0.10 ----- ----- ----- ----- ----- ----- 0.10
2335 0.00 273.90 52.71 0.09 ----- ----- ----- ----- ----- ----- 0.09
340 0.00 273.90 52.68 0.09 ----- ----- ----- ----- ----- ----- 0.09
345 0.00 273.89 52.64 0.09 ----- ----- ----- ----- ----- ----- 0.09
2350 0.00 273.89 52.61 0.09 ----- ----- ----- ----- ----- ----- 0.09
2355 0.00 273.89 52.58 0.09 ----- ----- ----- ----- ----- ----- 0.09
2360 0.00 273.88 52.55 0.09 ----- ----- ----- ----- ----- ----- 0.09
2365 0.00 273.88 52.52 0.09 ----- ----- ----- ----- ----- ----- 0.09
2370 0.00 273.88 52.49 0.09 ----- ----- ----- ----- ----- ----- 0.09
2375 0.00 273.88 52.46 0.09 ----- ----- ----- ----- ----- ----- 0.09
2380 0.00 273.87 52.42 0.09 ----- ----- ----- ----- ----- ----- 0.09
2385 0.00 273.87 52.39 0.09 ----- ----- ----- ----- ----- ----- 0.09
2390 0.00 273.87 52.36 0.09 ----- ----- ----- ----- ----- ----- 0.09
2395 0.00 273.86 52.33 0.09 ----- ----- ----- ----- ----- ----- 0.09
2400 0.00 273.86 52.30 0.09 ----- ----- ----- ----- ----- ----- 0.09
2405 0.00 273.86 52.27 0.09 ----- ----- ----- ----- ----- ----- 0.09
2410 0.00 273.86 52.24 0.09 ----- ----- ----- ----- ----- ----- 0.09
2415 0.00 273.85 52.21 0.09 ----- ----- ----- ----- ----- ----- 0.09
2420 0.00 273.85 52.18 0.09 ----- ----- ----- ----- ----- ----- 0.09
2425 0.00 273.85 52.15 0.09 ----- ----- ----- ----- ----- ----- 0.09
2430 0.00 273.85 52.12 0.09 ----- ----- ----- ----- ----- ----- 0.09
2435 0.00 273.84 52.09 0.09 ----- ----- ----- ----- ----- ----- 0.09
2440 0.00 273.84 52.05 0.09 ----- ----- ----- ----- ----- ----- 0.09
2445 0.00 273.84 52.02 0.09 ----- ----- ----- ----- ----- ----- 0.09
2450 0.00 273.83 51.99 0.09 ----- ----- ----- ----- ----- ----- 0.09
2455 0.00 273.83 51.96 0.09 ----- ----- ----- ----- ----- ----- 0.09
2460 0.00 273.83 51.93 0.09 ----- ----- ----- ----- ----- ----- 0.09
2465 0.00 273.83 51.90 0.09 ----- ----- ----- ----- ----- ----- 0.09
0
Continues on next page...
POND SLOW RELEASE
Page 10
Hydrograph Discharge Table
Wime Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
2470 0.00 273.82 51.87 0.09 ----- ----- ----- ----- ----- ----- 0.09
2475 0.00 273.82 51.84 0.09 ----- ----- ----- ----- ----- ----- 0.09
2480 0.00 273.82 51.81 0.09 ----- ----- ----- ----- ----- ----- 0.09
2485 0.00 273.82 51.78 0.09 ----- ----- ----- ----- ----- ----- 0.09
2490 0.00 273.81 51.75 0.09 ----- ----- ----- ----- ----- ----- 0.09
2495 0.00 273.81 51.72 0.09 ----- ----- ----- ----- ----- ----- 0.09
2500 0.00 273.81 51.69 0.09 ----- ----- ----- ----- ----- ----- 0.09
2505 0.00 273.80 51.66 0.09 ----- ----- ----- ----- ----- ----- 0.09
2510 0.00 273.80 51.63 0.09 ----- ----- ----- ----- ----- ----- 0.09
2515 0.00 273.80 51.60 0.09 ----- ----- ----- ----- ----- ----- 0.09
2520 0.00 273.80 51.57 0.09 ----- ----- ----- ----- ----- ----- 0.09
2525 0.00 273.79 51.54 0.09 ----- ----- ----- ----- ----- ----- 0.09
2530 0.00 273.79 51.51 0.09 ----- ----- ----- ----- ----- ----- 0.09
2535 0.00 273.79 51.48 0.09 ----- ----- ----- ----- ----- ----- 0.09
2540 0.00 273.79 51.45 0.09 ----- ----- ----- ----- ----- ----- 0.09
2545 0.00 273.78 51.42 0.09 ----- ----- ----- ----- ----- ----- 0.09
2550 0.00 273.78 51.39 0.09 ----- ----- ----- ----- ----- ----- 0.09
2555 0.00 273.78 51.36 0.09 ----- ----- ----- ----- ----- ----- 0.09
2560 0.00 273.78 51.33 0.09 ----- ----- ----- ----- ----- ----- 0.09
2565 0.00 273.77 51.30 0.09 ----- ----- ----- ----- ----- ----- 0.09
2570 0.00 273.77 51.27 0.09 ----- ----- ----- ----- ----- ----- 0.09
2575 0.00 273.77 51.24 0.09 ----- ----- ----- ----- ----- ----- 0.09
2580 0.00 273.77 51.21 0.09 ----- ----- ----- ----- ----- ----- 0.09
585 0.00 273.76 51.18 0.09 ----- ----- ----- ----- ----- ----- 0.09
590 0.00 273.76 51.15 0.09 ----- ----- ----- ----- ----- ----- 0.09
2595 0.00 273.76 51.13 0.09 ----- ----- ----- ----- ----- ----- 0.09
2600 0.00 273.75 51.10 0.09 ----- ----- ----- ----- ----- ----- 0.09
2605 0.00 273.75 51.07 0.09 ----- ----- ----- ----- ----- ----- 0.09
2610 0.00 273.75 51.04 0.09 ----- ----- ----- ----- ----- ----- 0.09
2615 0.00 273.75 51.01 0.09 ----- ----- ----- ----- ----- ----- 0.09
2620 0.00 273.74 50.98 0.09 ----- ----- ----- ----- ----- ----- 0.09
2625 0.00 273.74 50.95 0.09 ----- ----- ----- ----- ----- ----- 0.09
2630 0.00 273.74 50.92 0.09 ----- ----- ----- ----- ----- ----- 0.09
2635 0.00 273.74 50.89 0.08 ----- ----- ----- ----- ----- ----- 0.08
2640 0.00 273.73 50.86 0.08 ----- ----- ----- ----- ----- ----- 0.08
2645 0.00 273.73 50.83 0.08 ----- ----- ----- ----- ----- ----- 0.08
2650 0.00 273.73 50.80 0.08 ----- ----- ----- ----- ----- ----- 0.08
2655 0.00 273.73 50.78 0.08 ----- ----- ----- ----- ----- ----- 0.08
2660 0.00 273.72 50.75 0.08 ----- ----- ----- ----- ----- ----- 0.08
2665 0.00 273.72 50.72 0.08 ----- ----- ----- ----- ----- ----- 0.08
2670 0.00 273.72 50.69 0.08 ----- ----- ----- ----- ----- ----- 0.08
2675 0.00 273.72 50.66 0.08 ----- ----- ----- ----- ----- ----- 0.08
2680 0.00 273.71 50.63 0.08 ----- ----- ----- ----- ----- ----- 0.08
2685 0.00 273.71 50.60 0.08 ----- ----- ----- ----- ----- ----- 0.08
2690 0.00 273.71 50.58 0.08 ----- ----- ----- ----- ----- ----- 0.08
2695 0.00 273.71 50.55 0.08 ----- ----- ----- ----- ----- ----- 0.08
2700 0.00 273.70 50.52 0.08 ----- ----- ----- ----- ----- ----- 0.08
2705 0.00 273.70 50.49 0.08 ----- ----- ----- ----- ----- ----- 0.08
2710 0.00 273.70 50.46 0.08 ----- ----- ----- ----- ----- ----- 0.08

Continues on next page...
POND SLOW RELEASE
Page 11
Hydrograph Discharge Table
Wme Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
2715 0.00 273.70 50.43 0.08 ----- ----- ----- ----- ----- ----- 0.08
2720 0.00 273.69 50.41 0.08 ----- ----- ----- ----- ----- ----- 0.08
2725 0.00 273.69 50.38 0.08 ----- ----- ----- ----- ----- ----- 0.08
2730 0.00 273.69 50.35 0.08 ----- ----- ----- ----- ----- ----- 0.08
2735 0.00 273.69 50.32 0.08 ----- ----- ----- ----- ----- ----- 0.08
2740 0.00 273.68 50.29 0.08 ----- ----- ----- ----- ----- ----- 0.08
2745 0.00 273.68 50.26 0.08 ----- ----- ----- ----- ----- ----- 0.08
2750 0.00 273.68 50.23 0.08 ----- ----- ----- ----- ----- ----- 0.08
2755 0.00 273.68 50.21 0.08 ----- ----- ----- ----- ----- ----- 0.08
2760 0.00 273.67 50.18 0.08 ----- ----- ----- ----- ----- ----- 0.08
2765 0.00 273.67 50.15 0.08 ----- ----- ----- ----- ----- ----- 0.08
2770 0.00 273.67 50.12 0.08 ----- ----- ----- ----- ----- ----- 0.08
2775 0.00 273.67 50.09 0.08 ----- ----- ----- ----- ----- ----- 0.08
2780 0.00 273.66 50.07 0.08 ----- ----- ----- ----- ----- ----- 0.08
2785 0.00 273.66 50.04 0.08 ----- ----- ----- ----- ----- ----- 0.08
2790 0.00 273.66 50.01 0.08 ----- ----- ----- ----- ----- ----- 0.08
2795 0.00 273.66 49.98 0.08 ----- ----- ----- ----- ----- ----- 0.08
2800 0.00 273.66 49.95 0.08 ----- ----- ----- ----- ----- ----- 0.08
2805 0.00 273.65 49.93 0.08 ----- ----- ----- ----- ----- ----- 0.08
2810 0.00 273.65 49.90 0.08 ----- ----- ----- ----- ----- ----- 0.08
2815 0.00 273.65 49.87 0.08 ----- ----- ----- ----- ----- ----- 0.08
2820 0.00 273.65 49.84 0.08 ----- ----- ----- ----- ----- ----- 0.08
2825 0.00 273.64 49.82 0.08 ----- ----- ----- ----- ----- ----- 0.08
G 830 0.00 273.64 49.79 0.08
----- ----- ----- ----- ----- 0.08
835 0.00 273.64 49.76 0.08 ----- ----- ----- ----- ----- ----- 0.08
2840 0.00 273.64 49.73 0.08 ----- ----- ----- ----- ----- ----- 0.08
2845 0.00 273.63 49.71 0.08 ----- ----- ----- ----- ----- ----- 0.08
2850 0.00 273.63 49.68 0.08 ----- ----- ----- ----- ----- ----- 0.08
2855 0.00 273.63 49.65 0.08 ----- ----- ----- ----- ----- ----- 0.08
2860 0.00 273.63 49.63 0.08 ----- ----- ----- ----- ----- ----- 0.08
2865 0.00 273.62 49.60 0.08 ----- ----- ----- ----- ----- ----- 0.08
2870 0.00 273.62 49.57 0.08 ----- ----- ----- ----- ----- ----- 0.08
2875 0.00 273.62 49.55 0.08 ----- ----- ----- ----- ----- ----- 0.08
2880 0.00 273.62 49.52 0.08 ----- ----- ----- ----- ----- ----- 0.08
2885 0.00 273.62 49.49 0.08 ----- ----- ----- ----- ----- ----- 0.08
2890 0.00 273.61 49.47 0.08 ----- ----- ----- ----- ----- ----- 0.08
2895 0.00 273.61 49.44 0.08 ----- ----- ----- ----- ----- ----- 0.08
2900 0.00 273.61 49.41 0.08 ----- ----- ----- ----- ----- ----- 0.08
2905 0.00 273.61 49.39 0.08 ----- ----- ----- ----- ----- ----- 0.08
2910 0.00 273.60 49.36 0.08 ----- ----- ----- ----- ----- ----- 0.08
2915 0.00 273.60 49.33 0.08 ----- ----- ----- ----- ----- ----- 0.08
2920 0.00 273.60 49.31 0.08 ----- ----- ----- ----- ----- ----- 0.08
2925 0.00 273.60 49.28 0.08 ----- ----- ----- ----- ----- ----- 0.08
2930 0.00 273.59 49.25 0.08 ----- ----- ----- ----- ----- ----- 0.08
2935 0.00 273.59 49.23 0.07 ----- ----- ----- ----- ----- ----- 0.07
2940 0.00 273.59 49.20 0.07 ----- ----- ----- ----- ----- ----- 0.07
2945 0.00 273.59 49.17 0.07 ----- ----- ----- ----- ----- ----- 0.07
2950 0.00 273.59 49.14 0.07 ----- ----- ----- ----- ----- ----- 0.07
2955 0.00 273.58 49.12 0.07 ----- ----- ----- ----- ----- ----- 0.07
I?
Continues on next page...
POND SLOW RELEASE Page 12
Hydrograph Discharge Table
Oime Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
2960 0.00 273.58 49.09 0.07 ----- ----- ----- ----- ----- ----- 0.07
2965 0.00 273.58 49.07 0.07 ----- ----- ----- ----- ----- ----- 0.07
2970 0.00 273.58 49.04 0.07 ----- ----- ----- ----- ----- ----- 0.07
2975 0.00 273.57 49.01 0.07 ----- ----- ----- ----- ----- ----- 0.07
2980 0.00 273.57 48.99 0.07 ----- ----- ----- ----- ----- ----- 0.07
2985 0.00 273.57 48.96 0.07 ----- ----- ----- ----- ----- ----- 0.07
2990 0.00 273.57 48.93 0.07 ----- ----- ----- ----- ----- ----- 0.07
2995 0.00 273.57 48.91 0.07 ----- ----- ----- ----- ----- ----- 0.07
3000 0.00 273.56 48.88 0.07 ----- ----- ----- ----- ----- ----- 0.07
3005 0.00 273.56 48.86 0.07 ----- ----- ----- ----- ----- ----- 0.07
3010 0.00 273.56 48.83 0.07 ----- ----- ----- ----- ----- ----- 0.07
3015 0.00 273.56 48.80 0.07 ----- ----- ----- ----- ----- ----- 0.07
3020 0.00 273.55 48.78 0.07 ----- ----- ----- ----- ----- ----- 0.07
3025 0.00 273.55 48.75 0.07 ----- ----- ----- ----- ----- ----- 0.07
3030 0.00 273.55 48.73 0.07 ----- ----- ----- ----- ----- ----- 0.07
3035 0.00 273.55 48.70 0.07 ----- ----- ----- ----- ----- ----- 0.07
3040 0.00 273.55 48.68 0.07 ----- ----- ----- ----- ----- ----- 0.07
3045 0.00 273.54 48.65 0.07 ----- ----- ----- ----- ----- ----- 0.07
3050 0.00 273.54 48.63 0.07 ----- ----- ----- ----- ----- ----- 0.07
3055 0.00 273.54 48.60 0.07 ----- ----- ----- ----- ----- ----- 0.07
3060 0.00 273.54 48.57 0.07 ----- ----- ----- ----- ----- ----- 0.07
3065 0.00 273.54 48.55 0.07 ----- ----- ----- ----- ----- ----- 0.07
3070 0.00 273.53 48.52 0.07 ----- ----- ----- ----- ----- ----- 0.07
075 0.00 273.53 48.50 0.07 ----- ----- ----- ----- ----- ----- 0.07
080 0.00 273.53 48.47 0.07 ----- ----- ----- ----- ----- ----- 0.07
3085 0.00 273.53 48.45 0.07 ----- ----- ----- ----- ----- ----- 0.07
3090 0.00 273.52 48.42 0.07 ----- ----- ----- ----- ----- ----- 0.07
3095 0.00 273.52 48.40 0.07 ----- ----- ----- ----- ----- ----- 0.07
3100 0.00 273.52 48.37 0.07 ----- ----- ----- ----- ----- ----- 0.07
3105 0.00 273.52 48.35 0.07 ----- ----- ----- ----- ----- ----- 0.07
3110 0.00 273.52 48.32 0.07 ----- ----- ----- ----- ----- ----- 0.07
3115 0.00 273.51 48.30 0.07 ----- ----- ----- ----- ----- ----- 0.07
3120 0.00 273.51 48.28 0.07 ----- ----- ----- ----- ----- ----- 0.07
3125 0.00 273.51 48.25 0.07 ----- ----- ----- ----- ----- ----- 0.07
3130 0.00 273.51 48.23 0.07 ----- ----- ----- ----- ----- ----- 0.07
3135 0.00 273.51 48.20 0.07 ----- ----- ----- ----- ----- ----- 0.07
3140 0.00 273.50 48.18 0.07 ----- ----- ----- ----- ----- ----- 0.07
3145 0.00 273.50 48.15 0.07 ----- ----- ----- ----- ----- ----- 0.07
3150 0.00 273.50 48.13 0.07 ----- ----- ----- ----- ----- ----- 0.07
3155 0.00 273.50 48.10 0.07 ----- ----- ----- ----- ----- ----- 0.07
3160 0.00 273.50 48.08 0.07 ----- ----- ----- ----- ----- ----- 0.07
3165 0.00 273.49 48.05 0.07 ----- ----- ----- ----- ----- ----- 0.07
3170 0.00 273.49 48.03 0.07 ----- ----- ----- ----- ----- ----- 0.07
3175 0.00 273.49 48.01 0.07 ----- ----- ----- ----- ----- ----- 0.07
3180 0.00 273.49 47.98 0.07 ----- ----- ----- ----- ----- ----- 0.07
3185 0.00 273.49 47.96 0.07 ----- ----- ----- ----- ----- ----- 0.07
3190 0.00 273.48 47.93 0.07 ----- ----- ----- ----- ----- ----- 0.07
3195 0.00 273.48 47.91 0.07 ----- ----- ----- ----- ----- ----- 0.07
3200 0.00 273.48 47 88 0 07 ----- ----- ----- ----- ----- ----- n n7
0 Continues on next page
POND SLOW RELEASE
Page 13
Hydrograph Discharge Table
Wme Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
3205 0.00 273.48 47.86 0.07 ----- ----- ----- ----- ----- ----- 0.07
3210 0.00 273.48 47.83 0.07 ----- ----- ----- ----- ----- ----- 0.07
3215 0.00 273.47 47.81 0.07 ----- ----- ----- ----- ----- ----- 0.07
3220 0.00 273.47 47.79 0.07 ----- ----- ----- ----- ----- ----- 0.07
3225 0.00 273.47 47.76 0.07 ----- ----- ----- ----- ----- ----- 0.07
3230 0.00 273.47 47.74 0.07 ----- ----- ----- ----- ----- ----- 0.07
3235 0.00 273.47 47.72 0.06 ----- ----- ----- ----- ----- ----- 0.06
3240 0.00 273.46 47.69 0.06 ----- ----- ----- ----- ----- ----- 0.06
3245 0.00 273.46 47.67 0.06 ----- ----- ----- ----- ----- ----- 0.06
3250 0.00 273.46 47.64 0.06 ----- ----- ----- ----- ----- ----- 0.06
3255 0.00 273.46 47.62 0.06 ----- ----- ----- ----- ----- ----- 0.06
3260 0.00 273.46 47.60 0.06 ----- ----- ----- ----- ----- ----- 0.06
3265 0.00 273.45 47.57 0.06 ----- ----- ----- ----- ----- ----- 0.06
3270 0.00 273.45 47.55 0.06 ----- ----- ----- ----- ----- ----- 0.06
3275 0.00 273.45 47.53 0.06 ----- ----- ----- ----- ----- ----- 0.06
3280 0.00 273.45 47.50 0.06 ----- ----- ----- ----- ----- ----- 0.06
3285 0.00 273.45 47.48 0.06 ----- ----- ----- ----- ----- ----- 0.06
3290 0.00 273.45 47.46 0.06 ----- ----- ----- ----- ----- ----- 0.06
3295 0.00 273.44 47.43 0.06 ----- ----- ----- ----- ----- ----- 0.06
3300 0.00 273.44 47.41 0.06 ----- ----- ----- ----- ----- ----- 0.06
3305 0.00 273.44 47.39 0.06 ----- ----- ----- ----- ----- ----- 0.06
3310 0.00 273.44 47.37 0.06 ----- ----- ----- ----- ----- ----- 0.06
3315 0.00 273.44 47.34 0.06 ----- ----- ----- ----- ----- ----- 0.06
0 320 0.00 273.43 47.32 0.06 ----- ----- ----- ----- ----- ----- 0.06
325 0.00 273.43 47.30 0.06 ----- ----- ----- ----- ----- ----- 0.06
3330 0.00 273.43 47.27 0.06 ----- ----- ----- ----- ----- ----- 0.06
3335 0.00 273.43 47.25 0.06 ----- ----- ----- ----- ----- ----- 0.06
3340 0.00 273.43 47.23 0.06 ----- ----- ----- ----- ----- ----- 0.06
3345 0.00 273.42 47.21 0.06 ----- ----- ----- ----- ----- ----- 0.06
3350 0.00 273.42 47.18 0.06 ----- ----- ----- ----- ----- ----- 0.06
3355 0.00 273.42 47.16 0.06 ----- ----- ----- ----- ----- ----- 0.06
3360 0.00 273.42 47.14 0.06 ----- ----- ----- ----- ----- ----- 0.06
3365 0.00 273.42 47.12 0.06 ----- ----- ----- ----- ----- ----- 0.06
3370 0.00 273.42 47.09 0.06 ----- ----- ----- ----- ----- ----- 0.06
3375 0.00 273.41 47.07 0.06 ----- ----- ----- ----- ----- ----- 0.06
3380 0.00 273.41 47.05 0.06 ----- ----- ----- ----- ----- ----- 0.06
3385 0.00 273.41 47.03 0.06 ----- ----- ----- ----- ----- ----- 0.06
3390 0.00 273.41 47.01 0.06 ----- ----- ----- ----- ----- ----- 0.06
3395 0.00 273.41 46.98 0.06 ----- ----- ----- ----- ----- ----- 0.06
3400 0.00 273.40 46.96 0.06 ----- ----- ----- ----- ----- ----- 0.06
3405 0.00 273.40 46.94 0.06 ----- ----- ----- ----- ----- ----- 0.06
3410 0.00 273.40 46.92 0.06 ----- ----- ----- ----- ----- ----- 0.06
3415 0.00 273.40 46.90 0.06 ----- ----- ----- ----- ----- ----- 0.06
3420 0.00 273.40 46.88 0.06 ----- ----- ----- ----- ----- ----- 0.06
3425 0.00 273.40 46.85 0.06 ----- ----- ----- ----- ----- ----- 0.06
3430 0.00 273.39 46.83 0.06 ----- ----- ----- ----- ----- ----- 0.06
3435 0.00 273.39 46.81 0.06 ----- ----- ----- ----- ----- ----- 0.06
3440 0.00 273.39 46.79 0.06 ----- ----- ----- ----- ----- ----- 0.06
3445 0.00 273.39 46.77 0.06 ----- ----- ----- ----- ----- ----- 0.06
9 Continues on next page...
POND SLOW RELEASE
Page 14
Hydrograph Discharge Table
Sime Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
3450 0.00 273.39 46.74 0.06 ----- ----- ----- ----- ----- ----- 0.06
3455 0.00 273.39 46.72 0.06 ----- ----- ----- ----- ----- ----- 0.06
3460 0.00 273.38 46.70 0.06 ----- ----- ----- ----- ----- ----- 0.06
3465 0.00 273.38 46.68 0.06 ----- ----- ----- ----- ----- ----- 0.06
3470 0.00 273.38 46.66 0.06 ----- ----- ----- ----- ----- ----- 0.06
3475 0.00 273.38 46.64 0.06 ----- ----- ----- ----- ----- ----- 0.06
3480 0.00 273.38 46.61 0.06 ----- ----- ----- ----- ----- ----- 0.06
3485 0.00 273.37 46.59 0.06 ----- ----- ----- ----- ----- ----- 0.06
3490 0.00 273.37 46.57 0.06 ----- ----- ----- ----- ----- ----- 0.06
3495 0.00 273.37 46.55 0.06 ----- ----- ----- ----- ----- ----- 0.06
3500 0.00 273.37 46.53 0.06 ----- ----- ----- ----- ----- ----- 0.06
3505 0.00 273.37 46.51 0.06 ----- ----- ----- ----- ----- ----- 0.06
3510 0.00 273.37 46.49 0.06 ----- ----- ----- ----- ----- ----- 0.06
3515 0.00 273.36 46.47 0.06 ----- ----- ----- ----- ----- ----- 0.06
3520 0.00 273.36 46.45 0.06 ----- ----- ----- ----- ----- ----- 0.06
3525 0.00 273.36 46.42 0.06 ----- ----- ----- ----- ----- ----- 0.06
3530 0.00 273.36 46.40 0.05 ----- ----- ----- ----- ----- ----- 0.05
3535 0.00 273.36 46.38 0.05 ----- ----- ----- ----- ----- ----- 0.05
3540 0.00 273.36 46.36 0.05 ----- ----- ----- ----- ----- ----- 0.05
3545 0.00 273.35 46.34 0.05 ----- ----- ----- ----- ----- ----- 0.05
3550 0.00 273.35 46.32 0.05 ----- ----- ----- ----- ----- ----- 0.05
3555 0.00 273.35 46.30 0.05 ----- ----- ----- ----- ----- ----- 0.05
3560 0.00 273.35 46.28 0.05 ----- ----- ----- ----- ----- ----- 0.05
565 0.00 273.35 46.26 0.05 ----- ----- ----- ----- ----- ----- 0.05
570 0.00 273.35 46.24 0.05 ----- ----- ----- ----- ----- ----- 0.05
3575 0.00 273.35 46.22 0.05 ----- ----- ----- ----- ----- ----- 0.05
3580 0.00 273.34 46.20 0.05 ----- ----- ----- ----- ----- ----- 0.05
3585 0.00 273.34 46.18 0.05 ----- ----- ----- ----- ----- ----- 0.05
3590 0.00 273.34 46.16 0.05 ----- ----- ----- ----- ----- ----- 0.05
3595 0.00 273.34 46.14 0.05 ----- ----- ----- ----- ----- ----- 0.05
3600 0.00 273.34 46.12 0.05 ----- ----- ----- ----- ----- ----- 0.05
3605 0.00 273.34 46.10 0.05 ----- ----- ----- ----- ----- ----- 0.05
3610 0.00 273.33 46.08 0.05 ----- ----- ----- ----- ----- ----- 0.05
3615 0.00 273.33 46.06 0.05 ----- ----- ----- ----- ----- ----- 0.05
3620 0.00 273.33 46.04 0.05 ----- ----- ----- ----- ----- ----- 0.05
3625 0.00 273.33 46.02 0.05 ----- ----- ----- ----- ----- ----- 0.05
3630 0.00 273.33 46.00 0.05 ----- ----- ----- ----- ----- ----- 0.05
3635 0.00 273.33 45.98 0.05 ----- ----- ----- ----- ----- ----- 0.05
3640 0.00 273.32 45.96 0.05 ----- ----- ----- ----- ----- ----- 0.05
3645 0.00 273.32 45.94 0.05 ----- ----- ----- ----- ----- ----- 0.05
3650 0.00 273.32 45.93 0.05 ----- ----- ----- ----- ----- ----- 0.05
3655 0.00 273.32 45.91 0.05 ----- ----- ----- ----- ----- ----- 0.05
3660 0.00 273.32 45.89 0.05 ----- ----- ----- ----- ----- ----- 0.05
3665 0.00 273.32 45.87 0.05 ----- ----- ----- ----- ----- ----- 0.05
3670 0.00 273.32 45.85 0.05 ----- ----- ----- ----- ----- ----- 0.05
3675 0.00 273.31 45.83 0.05 ----- ----- ----- ----- ----- ----- 0.05
3680 0.00 273.31 45.81 0.05 ----- ----- ----- ----- ----- ----- 0.05
3685 0.00 273.31 45.79 0.05 ----- ----- ----- ----- ----- ----- 0.05
3690 0.00 273.31 45.77 0.05 ----- ----- ----- ----- ----- ----- 0.05
0
Continues on next page...
POND SLOW RELEASE
Page 15
Hydrograph Discharge Table
dime Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
3695 0.00 273.31 45.75 0.05 ----- ----- ----- ----- ----- ----- 0.05
3700 0.00 273.31 45.74 0.05 ----- ----- ----- ----- ----- ----- 0.05
3705 0.00 273.30 45.72 0.05 ----- ----- ----- ----- ----- ----- 0.05
3710 0.00 273.30 45.70 0.05 ----- ----- ----- ----- ----- ----- 0.05
3715 0.00 273.30 45.68 0.05 ----- ----- ----- ----- ----- ----- 0.05
3720 0.00 273.30 45.66 0.05 ----- ----- ----- ----- ----- ----- 0.05
3725 0.00 273.30 45.64 0.05 ----- ----- ----- ----- ----- ----- 0.05
3730 0.00 273.30 45.61 0.05 ----- ----- ----- ----- ----- ----- 0.05
3735 0.00 273.30 45.58 0.05 ----- ----- ----- ----- ----- ----- 0.05
3740 0.00 273.29 45.56 0.05 ----- ----- ----- ----- ----- ----- 0.05
3745 0.00 273.29 45.53 0.05 ----- ----- ----- ----- ----- ----- 0.05
3750 0.00 273.29 45.50 0.05 ----- ----- ----- ----- ----- ----- 0.05
3755 0.00 273.29 45.48 0.05 ----- ----- ----- ----- ----- ----- 0.05
3760 0.00 273.29 45.45 0.05 ----- ----- ----- ----- ----- ----- 0.05
3765 0.00 273.29 45.43 0.05 ----- ----- ----- ----- ----- ----- 0.05
3770 0.00 273.29 45.40 0.05 ----- ----- ----- ----- ----- ----- 0.05
3775 0.00 273.28 45.37 0.05 ----- ----- ----- ----- ----- ----- 0.05
3780 0.00 273.28 45.35 0.05 ----- ----- ----- ----- ----- ----- 0.05
3785 0.00 273.28 45.32 0.05 ----- ----- ----- ----- ----- ----- 0.05
3790 0.00 273.28 45.30 0.05 ----- ----- ----- ----- ----- ----- 0.05
3795 0.00 273.28 45.27 0.05 ----- ----- ----- ----- ----- ----- 0.05
3800 0.00 273.28 45.25 0.05 ----- ----- ----- ----- ----- ----- 0.05
3805 0.00 273.28 45.22 0.05 ----- ----- ----- ----- ----- ----- 0.05
810 0.00 273.27 45.20 0.05 ----- ----- ----- ----- ----- ----- 0.05
815 0.00 273.27 45.17 0.05 ----- ----- ----- ----- ----- ----- 0.05
3820 0.00 273.27 45.15 0.05 ----- ----- ----- ----- ----- ----- 0.05
3825 0.00 273.27 45.12 0.05 ----- ----- ----- ----- ----- ----- 0.05
3830 0.00 273.27 45.10 0.04 ----- ----- ----- ----- ----- ----- 0.04
3835 0.00 273.27 45.07 0.04 ----- ----- ----- ----- ----- ----- 0.04
3840 0.00 273.27 45.05 0.04 ----- ----- ----- ----- ----- ----- 0.04
3845 0.00 273.27 45.03 0.04 ----- ----- ----- ----- ----- ----- 0.04
3850 0.00 273.26 45.00 0.04 ----- ----- ----- ----- ----- ----- 0.04
3855 0.00 273.26 44.98 0.04 ----- ----- ----- ----- ----- ----- 0.04
3860 0.00 273.26 44.95 0.04 ----- ----- ----- ----- ----- ----- 0.04
3865 0.00 273.26 44.93 0.04 ----- ----- ----- ----- ----- ----- 0.04
3870 0.00 273.26 44.91 0.04 ----- ----- ----- ----- ----- ----- 0.04
3875 0.00 273.26 44.88 0.04 ----- ----- ----- ----- ----- ----- 0.04
3880 0.00 273.26 44.86 0.04 ----- ----- ----- ----- ----- ----- 0.04
3885 0.00 273.25 44.83 0.04 ----- ----- ----- ----- ----- ----- 0.04
3890 0.00 273.25 44.81 0.04 ----- ----- ----- ----- ----- ----- 0.04
3895 0.00 273.25 44.79 0.04 ----- ----- ----- ----- ----- ----- 0.04
3900 0.00 273.25 44.76 0.04 ----- ----- ----- ----- ----- ----- 0.04
3905 0.00 273.25 44.74 0.04 ----- ----- ----- ----- ----- ----- 0.04
3910 0.00 273.25 44.72 0.04 ----- ----- ----- ----- ----- ----- 0.04
3915 0.00 273.25 44.70 0.04 ----- ----- ----- ----- ----- ----- 0.04
3920 0.00 273.25 44.67 0.04 ----- ----- ----- ----- ----- ----- 0.04
3925 0.00 273.24 44.65 0.04 ----- ----- ----- ----- ----- ----- 0.04
3930 0.00 273.24 44.63 0.04 ----- ----- ----- ----- ----- ----- 0.04
3935 0.00 273.24 44.60 0.04 ----- ----- ----- ----- ----- ----- 0.04
0 Continues on next page...
POND SLOW RELEASE Page 16
Hydrograph Discharge Table
Oime Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
3940 0.00 273.24 44.58 0.04 ----- ----- ----- ----- ----- ----- 0.04
3945 0.00 273.24 44.56 0.04 ----- ----- ----- ----- ----- ----- 0.04
3950 0.00 273.24 44.54 0.04 ----- ----- ----- ----- ----- ----- 0.04
3955 0.00 273.24 44.51 0.04 ----- ----- ----- ----- ----- ----- 0.04
3960 0.00 273.24 44.49 0.04 ----- ----- ----- ----- ----- ----- 0.04
3965 0.00 273.23 44.47 0.04 ----- ----- ----- ----- ----- ----- 0.04
3970 0.00 273.23 44.45 0.04 ----- ----- ----- ----- ----- ----- 0.04
3975 0.00 273.23 44.43 0.04 ----- ----- ----- ----- ----- ----- 0.04
3980 0.00 273.23 44.40 0.04 ----- ----- ----- ----- ----- ----- 0.04
3985 0.00 273.23 44.38 0.04 ----- ----- ----- ----- ----- ----- 0.04
3990 0.00 273.23 44.36 0.04 ----- ----- ----- ----- ----- ----- 0.04
3995 0.00 273.23 44.34 0.04 ----- ----- ----- ----- ----- ----- 0.04
4000 0.00 273.23 44.32 0.04 ----- ----- ----- ----- ----- ----- 0.04
4005 0.00 273.23 44.30 0.04 ----- ----- ----- ----- ----- ----- 0.04
4010 0.00 273.22 44.27 0.04 ----- ----- ----- ----- ----- ----- 0.04
4015 0.00 273.22 44.25 0.04 ----- ----- ----- ----- ----- ----- 0.04
4020 0.00 273.22 44.23 0.04 ----- ----- ----- ----- ----- ----- 0.04
4025 0.00 273.22 44.21 0.04 ----- ----- ----- ----- ----- ----- 0.04
4030 0.00 273.22 44.19 0.04 ----- ----- ----- ----- ----- ---- 0.04
4035 0.00 273.22 44.17 0.04 ----- ----- ----- ----- ----- ----- 0.04
4040 0.00 273.22 44.15 0.04 ----- ----- ----- ----- ----- ----- 0.04
4045 0.00 273.22 44.13 0.04 ----- ----- ----- ----- ----- ----- 0.04
4050 0.00 273.21 44.11 0.04 ----- ----- ----- ----- ----- ----- 0.04
8055 0.00 273.21 44.09 0.04 ----- ----- ----- ----- ----- ----- 0.04
060 0.00 273.21 44.06 0.04 ----- ----- ----- ----- ----- ----- 0.04
4065 0.00 273.21 44.04 0.04 ----- ----- ----- ----- ----- ----- 0.04
4070 0.00 273.21 44.02 0.04 ----- ----- ----- ----- ----- ----- 0.04
4075 0.00 273.21 44.00 0.04 ----- ----- ----- ----- ----- ----- 0.04
4080 0.00 273.21 43.98 0.04 ----- ----- ----- ----- ----- ----- 0.04
4085 0.00 273.21 43.96 0.04 ----- ----- ----- ----- ----- ----- 0.04
4090 0.00 273.21 43.94 0.04 ----- ----- ----- ----- ----- ----- 0.04
4095 0.00 273.20 43.92 0.04 ----- ----- ----- ----- ----- ----- 0.04
4100 0.00 273.20 43.90 0.04 ----- ----- ----- ----- ----- ----- 0.04
4105 0.00 273.20 43.88 0.04 ----- ----- ----- ----- ----- ----- 0.04
4110 0.00 273.20 43.86 0.04 ----- ----- ----- ----- ----- ----- 0.04
4115 0.00 273.20 43.84 0.04 ----- ----- ----- ----- ----- ----- 0.04
4120 0.00 273.20 43.82 0.04 ----- ----- ----- ----- ----- ----- 0.04
4125 0.00 273.20 43.80 0.04 ----- ----- ----- ----- ----- ----- 0.04
4130 0.00 273.20 43.78 0.04 ----- ----- ----- ----- ----- ----- 0.04
4135 0.00 273.20 43.76 0.04 ----- ----- ----- ----- ----- ----- 0.04
4140 0.00 273.19 43.74 0.03 ----- ----- ----- ----- ----- ----- 0.03
4145 0.00 273.19 43.72 0.03 ----- ----- ----- ----- ----- ----- 0.03
4150 0.00 273.19 43.70 0.03 ----- ----- ----- ----- ----- ----- 0.03
4155 0.00 273.19 43.68 0.03 ----- ----- ----- ----- ----- ----- 0.03
4160 0.00 273.19 43.66 0.03 ----- ----- ----- ----- ----- ----- 0.03
4165 0.00 273.19 43.64 0.03 ----- ----- ----- ----- ----- ----- 0.03
4170 0.00 273.19 43.62 0.03 ----- ----- ----- ----- ----- ----- 0.03
4175 0.00 273.19 43.61 0.03 ----- ----- ----- ----- ----- ----- 0.03
4180 0.00 273.19 43.59 0.03 ----- ----- ----- ----- ----- ----- 0.03
0 Continues on next page...
POND SLOW RELEASE Page 17
Hydrograph Discharge Table
I&ime Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
4185 0.00 273.19 43.57 0.03 ----- ----- ----- ----- ----- ----- 0.03
4190 0.00 273.18 43.55 0.03 ----- ----- ----- ----- ----- ----- 0.03
4195 0.00 273.18 43.53 0.03 ----- ----- ----- ----- ----- ----- 0.03
4200 0.00 273.18 43.51 0.03 ----- ----- ----- ----- ----- ----- 0.03
4205 0.00 273.18 43.49 0.03 ----- ----- ----- ----- ----- ----- 0.03
4210 0.00 273.18 43.47 0.03 ----- ----- ----- ----- ----- ----- 0.03
4215 0.00 273.18 43.46 0.03 ----- ----- ----- ----- ----- ----- 0.03
4220 0.00 273.18 43.44 0.03 ----- ----- ----- ----- ----- ----- 0.03
4225 0.00 273.18 43.42 0.03 ----- ----- ----- ----- ----- ----- 0.03
4230 0.00 273.18 43.40 0.03 ----- ----- ----- ----- ----- ----- 0.03
4235 0.00 273.18 43.38 0.03 ----- ----- ----- ----- ----- ----- 0.03
4240 0.00 273.18 43.37 0.03 ----- ----- ----- ----- ----- ----- 0.03
4245 0.00 273.17 43.35 0.03 ----- ----- ----- ----- ----- ----- 0.03
4250 0.00 273.17 43.33 0.03 ----- ----- ----- ----- ----- ----- 0.03
4255 0.00 273.17 43.31 0.03 ----- ----- ----- ----- ----- ----- 0.03
4260 0.00 273.17 43.30 0.03 ----- ----- ----- ----- ----- ----- 0.03
4265 0.00 273.17 43.28 0.03 ----- ----- ----- ----- ----- ----- 0.03
4270 0.00 273.17 43.26 0.03 ----- ----- ----- ----- ----- ----- 0.03
4275 0.00 273.17 43.25 0.03 ----- ----- ----- ----- ----- ----- 0.03
4280 0.00 273.17 43.23 0.03 ----- ----- ----- ----- ----- ----- 0.03
4285 0.00 273.17 43.21 0.03 ----- ----- ----- ----- ----- ----- 0.03
4290 0.00 273.17 43.20 0.03 ----- ----- ----- ----- ----- ----- 0.03
4295 0.00 273.17 43.18 0.03 ----- ----- ----- ----- ----- ----- 0.03
0 300 0.00 273.16 43.16 0.03 ----- ----- ----- ----- ----- ----- 0.03
305 0.00 273.16 43.15 0.03 ----- ----- ----- ----- ----- ----- 0.03
4310 0.00 273.16 43.13 0.03 ----- ----- ----- ----- ----- ----- 0.03
4315 0.00 273.16 43.11 0.03 ----- ----- ----- ----- ----- ----- 0.03
4320 0.00 273.16 43.10 0.03 ----- ----- ----- ----- ----- ----- 0.03
4325 0.00 273.16 43.08 0.03 ----- ----- ----- ----- ----- ----- 0.03
4330 0.00 273.16 43.07 0.03 ----- ----- ----- ----- ----- ----- 0.03
4335 0.00 273.16 43.05 0.03 ----- ----- ----- ----- ----- ----- 0.03
4340 0.00 273.16 43.03 0.03 ----- ----- ----- ----- ----- ----- 0.03
4345 0.00 273.16 43.02 0.03 ----- ----- ----- ----- ----- ----- 0.03
4350 0.00 273.16 43.00 0.03 ----- ----- ----- ----- ----- ----- 0.03
4355 0.00 273.16 42.99 0.03 ----- ----- ----- ----- ----- ----- 0.03
4360 0.00 273.15 42.97 0.03 ----- ----- ----- ----- ----- ----- 0.03
4365 0.00 273.15 42.96 0.03 ----- ----- ----- ----- ----- ----- 0.03
4370 0.00 273.15 42.94 0.03 ----- ----- ----- ----- ----- ----- 0.03
4375 0.00 273.15 42.93 0.03 ----- ----- ----- ----- ----- ----- 0.03
4380 0.00 273.15 42.91 0.03 ----- ----- ----- ----- ----- ----- 0.03
4385 0.00 273.15 42.90 0.03 ----- ----- ----- ----- ----- ----- 0.03
4390 0.00 273.15 42.88 0.03 ----- ----- ----- ----- ----- ----- 0.03
4395 0.00 273.15 42.87 0.03 ----- ----- ----- ----- ----- ----- 0.03
4400 0.00 273.15 42.85 0.03 ----- ----- ----- ----- ----- ----- 0.03
4405 0.00 273.15 42.84 0.03 ----- ----- ----- ----- ----- ----- 0.03
4410 0.00 273.15 42.83 0.02 ----- ----- ----- ----- ----- ----- 0.02
4415 0.00 273.15 42.81 0.02 ----- ----- ----- ----- ----- ----- 0.02
4420 0.00 273.15 42.80 0.02 ----- ----- ----- ----- ----- ----- 0.02
4425 0.00 273.14 42.78 0.02 ----- ----- ----- ----- ----- ----- 0.02
9 Continues on next page...
POND SLOW RELEASE
Page 18
Hydrograph Discharge Table
Oime Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
4430 0.00 273.14 42.77 0.02 ----- ----- ----- ----- ----- ----- 0.02
4435 0.00 273.14 42.76 0.02 ----- ----- ----- ----- ----- ----- 0.02
4440 0.00 273.14 42.74 0.02 ----- ----- ----- ----- ----- ----- 0.02
4445 0.00 273.14 42.73 0.02 ----- ----- ----- ----- ----- ----- 0.02
4450 0.00 273.14 42.71 0.02 ----- ----- ----- ----- ----- ----- 0.02
4455 0.00 273.14 42.70 0.02 ----- ----- ----- ----- ----- ----- 0.02
4460 0.00 273.14 42.69 0.02 ----- ----- ----- ----- ----- ----- 0.02
4465 0.00 273.14 42.67 0.02 ----- ----- ----- ----- ----- ----- 0.02
4470 0.00 273.14 42.66 0.02 ----- ----- ----- ----- ----- ----- 0.02
4475 0.00 273.14 42.65 0.02 ----- ----- ----- ----- ----- ----- 0.02
4480 0.00 273.14 42.63 0.02 ----- ----- ----- ----- ----- ----- 0.02
4485 0.00 273.14 42.62 0.02 ----- ----- ----- ----- ----- ----- 0.02
4490 0.00 273.14 42.61 0.02 ----- ----- ----- ----- ----- ----- 0.02
4495 0.00 273.13 42.60 0.02 ----- ----- ----- ----- ----- ----- 0.02
4500 0.00 273.13 42.58 0.02 ----- ----- ----- ----- ----- ----- 0.02
4505 0.00 273.13 42.57 0.02 ----- ----- ----- ----- ----- ----- 0.02
4510 0.00 273.13 42.56 0.02 ----- ----- ----- ----- ----- ----- 0.02
4515 0.00 273.13 42.54 0.02 ----- ----- ----- ----- ----- ----- 0.02
4520 0.00 273.13 42.53 0.02 ----- ----- ----- ----- ----- ----- 0.02
4525 0.00 273.13 42.52 0.02 ----- ----- ----- ----- ----- ----- 0.02
4530 0.00 273.13 42.51 0.02 ----- ----- ----- ----- ----- ----- 0.02
4535 0.00 273.13 42.50 0.02 ----- ----- ----- ----- ----- ----- 0.02
4540 0.00 273.13 42.48 0.02 ----- ----- ----- ----- ----- ----- 0.02
8 545 0.00 273.13 42.47 0.02 ----- ----- ----- ----- ----- ----- 0.02
550 0.00 273.13 42.46 0.02 ----- ----- ----- ----- ----- ----- 0.02
4555 0.00 273.13 42.45 0.02 ----- ----- ----- ----- ----- ----- 0.02
4560 0.00 273.13 42.43 0.02 ----- ----- ----- ----- ----- ----- 0.02
4565 0.00 273.13 42.42 0.02 ----- ----- ----- ----- ----- ----- 0.02
4570 0.00 273.13 42.41 0.02 ----- ----- ----- ----- ----- ----- 0.02
4575 0.00 273.12 42.40 0.02 ----- ----- ----- ----- ----- ----- 0.02
4580 0.00 273.12 42.39 0.02 ----- ----- ----- ----- ----- ----- 0.02
4585 0.00 273.12 42.38 0.02 ----- ----- ----- ----- ----- ----- 0.02
4590 0.00 273.12 42.36 0.02 ----- ----- ----- ----- ----- ----- 0.02
4595 0.00 273.12 42.35 0.02 ----- ----- ----- ----- ----- ----- 0.02
4600 0.00 273.12 42.34 0.02 ----- ----- ----- ----- ----- ----- 0.02
4605 0.00 273.12 42.33 0.02 ----- ----- ----- ----- ----- ----- 0.02
4610 0.00 273.12 42.32 0.02 ----- ----- ----- ----- ----- ----- 0.02
4615 0.00 273.12 42.31 0.02 ----- ----- ----- ----- ----- ----- 0.02
4620 0.00 273.12 42.30 0.02 ----- ----- ----- ----- ----- ----- 0.02
4625 0.00 273.12 42.29 0.02 ----- ----- ----- ----- ----- ----- 0.02
4630 0.00 273.12 42.28 0.02 ----- ----- ----- ----- ----- ----- 0.02
4635 0.00 273.12 42.26 0.02 ----- ----- ----- ----- ----- ----- 0.02
4640 0.00 273.12 42.25 0.02 ----- ----- ----- ----- ----- ----- 0.02
4645 0.00 273.12 42.24 0.02 ----- ----- ----- ----- ----- ----- 0.02
4650 0.00 273.12 42.23 0.02 ----- ----- ----- ----- ----- ----- 0.02
4655 0.00 273.12 42.22 0.02 ----- ----- ----- ----- ----- ----- 0.02
4660 0.00 273.11 42.21 0.02 ----- ----- ----- ----- ----- ----- 0.02
4665 0.00 273.11 42.20 0.02 ----- ----- ----- ----- ----- ----- 0.02
4670 0.00 273.11 42.19 0.02 ----- ----- ----- ----- ----- ----- 0.02
0 Continues on next page...
POND SLOW RELEASE
Page 19
Hydrograph Discharge Table
Oime Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
4675 0.00 273.11 42.18 0.02 ----- ----- ----- ----- ----- ----- 0.02
4680 0.00 273.11 42.17 0.02 ----- ----- ----- ----- ----- ----- 0.02
4685 0.00 273.11 42.16 0.02 ----- ----- ----- ----- ----- ----- 0.02
4690 0.00 273.11 42.15 0.02 ----- ----- ----- ----- ----- ----- 0.02
4695 0.00 273.11 42.14 0.02 ----- ----- ----- ----- ----- ----- 0.02
4700 0.00 273.11 42.13 0.02 ----- ----- ----- ----- ----- ----- 0.02
4705 0.00 273.11 42.12 0.02 ----- ----- ----- ----- ----- ----- 0.02
4710 0.00 273.11 42.11 0.02 ----- ----- ----- ----- ----- ----- 0.02
4715 0.00 273.11 42.10 0.02 ----- ----- ----- ----- ----- ----- 0.02
4720 0.00 273.11 42.09 0.02 ----- ----- ----- ----- ----- ----- 0.02
4725 0.00 273.11 42.08 0.02 ----- ----- ----- ----- ----- ----- 0.02
4730 0.00 273.11 42.07 0.02 ----- ----- ----- ----- ----- ----- 0.02
4735 0.00 273.11 42.06 0.02 ----- ----- ----- ----- ----- ----- 0.02
4740 0.00 273.11 42.05 0.02 ----- ----- ----- ----- ----- ----- 0.02
4745 0.00 273.11 42.04 0.02 ----- ----- ----- ----- ----- ----- 0.02
4750 0.00 273.11 42.03 0.02 ----- ----- ----- ----- ----- ----- 0.02
4755 0.00 273.10 42.02 0.02 ----- ----- ----- ----- ----- ----- 0.02
4760 0.00 273.10 42.02 0.02 ----- ----- ----- ----- ----- ----- 0.02
4765 0.00 273.10 42.01 0.02 ----- ----- ----- ----- ----- ----- 0.02
4770 0.00 273.10 42.00 0.02 ----- ----- ----- ----- ----- ----- 0.02
4775 0.00 273.10 41.99 0.02 ----- ----- ----- ----- ----- ----- 0.02
4780 0.00 273.10 41.98 0.02 ----- ----- ----- ----- ----- ----- 0.02
4785 0.00 273.10 41.97 0.02 ----- ----- ----- ----- ----- ----- 0.02
790 0.00 273.10 41.96 0.02 ----- ----- ----- ----- ----- ----- 0.02
795 0.00 273.10 41.95 0.02 ----- ----- ----- ----- ----- ----- 0.02
4800 0.00 273.10 41.94 0.02 ----- ----- ----- ----- ----- ----- 0.02
4805 0.00 273.10 41.93 0.02 ----- ----- ----- ----- ----- ----- 0.02
4810 0.00 273.10 41.93 0.02 ----- ----- ----- ----- ----- ----- 0.02
4815 0.00 273.10 41.92 0.02 ----- ----- ----- ----- ----- ----- 0.02
4820 0.00 273.10 41.91 0.02 ----- ----- ----- ----- ----- ----- 0.02
4825 0.00 273.10 41.90 0.01 ----- ----- ----- ----- ----- ----- 0.01
4830 0.00 273.10 41.89 0.01 ----- ----- ----- ----- ----- ----- 0.01
4835 0.00 273.10 41.88 0.01 ----- ----- ----- ----- ----- ----- 0.01
4840 0.00 273.10 41.87 0.01 ----- ----- ----- ----- ----- ----- 0.01
4845 0.00 273.10 41.86 0.01 ----- ----- ----- ----- ----- ----- 0.01
4850 0.00 273.10 41.85 0.01 ----- ----- ----- ----- ----- ----- 0.01
4855 0.00 273.10 41.84 0.01 ----- ----- ----- ----- ----- ----- 0.01
4860 0.00 273.10 41.84 0.01 ----- ----- ----- ----- ----- ----- 0.01
4865 0.00 273.09 41.83 0.01 ----- ----- ----- ----- ----- ----- 0.01
4870 0.00 273.09 41.82 0.01 ----- ----- ----- ----- ----- ----- 0.01
4875 0.00 273.09 41.81 0.01 ----- ----- ----- ----- ----- ----- 0.01
4880 0.00 273.09 41.80 0.01 ----- ----- ----- ----- ----- ----- 0.01
4885 0.00 273.09 41.79 0.01 ----- ----- ----- ----- ----- ----- 0.01
4890 0.00 273.09 41.78 0.01 ----- ----- ----- ----- ----- ----- 0.01
4895 0.00 273.09 41.78 0.01 ----- ----- ----- ----- ----- ----- 0.01
4900 0.00 273.09 41.77 0.01 ----- ----- ----- ----- ----- ----- 0.01
4905 0.00 273.09 41.76 0.01 ----- ----- ----- ----- ----- ----- 0.01
4910 0.00 273.09 41.75 0.01 ----- ----- ----- ----- ----- ----- 0.01
4915 0.00 273.09 41.74 0.01 ----- ----- ----- ----- ----- ----- 0.01
•
Continues on next page...
POND SLOW RELEASE Page 20
Hydrograph Discharge Table
Wme Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
4920 0.00 273.09 41.73 0.01 ----- ----- ----- ----- ----- ----- 0.01
4925 0.00 273.09 41.73 0.01 ----- ----- ----- ----- ----- ----- 0.01
4930 0.00 273.09 41.72 0.01 ----- ----- ----- ----- ----- ----- 0.01
4935 0.00 273.09 41.71 0.01 ----- ----- ----- ----- ----- ----- 0.01
4940 0.00 273.09 41.70 0.01 ----- ----- ----- ----- ----- ----- 0.01
4945 0.00 273.09 41.69 0.01 ----- ----- ----- ----- ----- ----- 0.01
4950 0.00 273.09 41.69 0.01 ----- ----- ----- ----- ----- ----- 0.01
4955 0.00 273.09 41.68 0.01 ----- ----- ----- ----- ----- ----- 0.01
4960 0.00 273.09 41.67 0.01 ----- ----- ----- ----- ----- ----- 0.01
4965 0.00 273.09 41.66 0.01 ----- ----- ----- ----- ----- ----- 0.01
4970 0.00 273.09 41.65 0.01 ----- ----- ----- ----- ----- ----- 0.01
4975 0.00 273.09 41.65 0.01 ----- ----- ----- ----- ----- ----- 0.01
4980 0.00 273.09 41.64 0.01 ----- ----- ----- ----- ----- ----- 0.01
4985 0.00 273.08 41.63 0.01 ----- ----- ----- ----- ----- ----- 0.01
4990 0.00 273.08 41.62 0.01 ----- ----- ----- ----- ----- ----- 0.01
4995 0.00 273.08 41.61 0.01 ----- ----- ----- ----- ----- ----- 0.01
5000 0.00 273.08 41.61 0.01 ----- ----- ----- ----- ----- ----- 0.01
5005 0.00 273.08 41.60 0.01 ----- ----- ----- ----- ----- ----- 0.01
5010 0.00 273.08 41.59 0.01 ----- ----- ----- ----- ----- ----- 0.01
5015 0.00 273.08 41.58 0.01 ----- ----- ----- ----- ----- ----- 0.01
5020 0.00 273.08 41.58 0.01 ----- ----- ----- ----- ----- ----- 0.01
5025 0.00 273.08 41.57 0.01 ----- ----- ----- ----- ----- ----- 0.01
5030 0.00 273.08 41.56 0.01 ----- ----- ----- ----- ----- ----- 0.01
0035 0.00 273.08 41.55 0.01 -- 0.01
040 0.00 273.08 41.55 0.01 _____ _____ _____ _____
?__ __=__ 0.01
5045 0.00 273.08 41.54 0.01 ----- ----- ----- ----- ----- ----- 0.01
5050 0.00 273.08 41.53 0.01 ----- ----- ----- ----- ----- ----- 0.01
5055 0.00 273.08 41.53 0.01 ----- ----- ----- ----- ----- ----- 0.01
5060 0.00 273.08 41.52 0.01 ----- ----- ----- ----- ----- ----- 0.01
5065 0.00 273.08 41.51 0.01 ----- ----- ----- ----- ----- ----- 0.01
5070 0.00 273.08 41.50 0.01 ----- ----- ----- ----- ----- ----- 0.01
5075 0.00 273.08 41.50 0.01 ----- ----- ----- ----- ----- ----- 0.01
5080 0.00 273.08 41.49 0.01 ----- ----- ----- ----- ----- ----- 0.01
5085 0.00 273.08 41.48 0.01 ----- ----- ----- ----- ----- ----- 0.01
5090 0.00 273.08 41.48 0.01 ----- ----- ----- ----- ----- ----- 0.01
5095 0.00 273.08 41.47 0.01 ----- ----- ----- ----- ----- ----- 0.01
5100 0.00 273.08 41.46 0.01 ----- ----- ----- ----- ----- ----- 0.01
5105 0.00 273.08 41.45 0.01 ----- ----- ----- ----- ----- ----- 0.01
5110 0.00 273.08 41.45 0.01 ----- ----- ----- ----- ----- ----- 0.01
5115 0.00 273.08 41.44 0.01 ----- ----- ----- ----- ----- ----- 0.01
5120 0.00 273.08 41.43 0.01 ----- ----- ----- ----- ----- ----- 0.01
5125 0.00 273.07 41.43 0.01 ----- ----- ----- ----- ----- ----- 0.01
5130 0.00 273.07 41.42 0.01 ----- ----- ----- ----- ----- ----- 0.01
5135 0.00 273.07 41.41 0.01 ----- ----- ----- ----- ----- ----- 0.01
5140 0.00 273.07 41.41 0.01 ----- ----- ----- ----- ----- ----- 0.01
5145 0.00 273.07 41.40 0.01 ----- ----- ----- ----- ----- ----- 0.01
5150 0.00 273.07 41.39 0.01 ----- ----- ----- ----- ----- ----- 0.01
5155 0.00 273.07 41.39 0.01 ----- ----- ----- ----- ----- ----- 0.01
5160 0.00 273.07 41.38 0.01 ----- ----- ----- ----- ----- ----- 0.01
0 Continues on next page...
POND SLOW RELEASE
Page 21
Hydrograph Discharge Table
10ime Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
5165 0.00 273.07 41.37 0.01 ----- ----- ----- ----- ----- ----- 0.01
5170 0.00 273.07 41.37 0.01 ----- ----- ----- ----- ----- ----- 0.01
5175 0.00 273.07 41.36 0.01 ----- ----- ----- ----- ----- ----- 0.01
5180 0.00 273.07 41.35 0.01 ----- ----- ----- ----- ----- ----- 0.01
5185 0.00 273.07 41.35 0.01 ----- ----- ----- ----- ----- ----- 0.01
5190 0.00 273.07 41.34 0.01 ----- ----- ----- ----- ----- ----- 0.01
5195 0.00 273.07 41.33 0.01 ----- ----- ----- ----- ----- ----- 0.01
5200 0.00 273.07 41.33 0.01 ----- ----- ----- ----- ----- ----- 0.01
5205 0.00 273.07 41.32 0.01 ----- ----- ----- ----- ----- ----- 0.01
5210 0.00 273.07 41.31 0.01 ----- ----- ----- ----- ----- ----- 0.01
5215 0.00 273.07 41.31 0.01 ----- ----- ----- ----- ----- ----- 0.01
5220 0.00 273.07 41.30 0.01 ----- ----- ----- ----- ----- ----- 0.01
5225 0.00 273.07 41.30 0.01 ----- ----- ----- ----- ----- ----- 0.01
5230 0.00 273.07 41.29 0.01 ----- ----- ----- ----- ----- ----- 0.01
5235 0.00 273.07 41.28 0.01 ----- ----- ----- ----- ----- ----- 0.01
5240 0.00 273.07 41.28 0.01 ----- ----- ----- ----- ----- ----- 0.01
5245 0.00 273.07 41.27 0.01 ----- ----- ----- ----- ----- ----- 0.01
5250 0.00 273.07 41.27 0.01 ----- ----- ----- ----- ----- ----- 0.01
5255 0.00 273.07 41.26 0.01 ----- ----- ----- ----- ----- ----- 0.01
5260 0.00 273.07 41.25 0.01 ----- ----- ----- ----- ----- ----- 0.01
5265 0.00 273.07 41.25 0.01 ----- ----- ----- ----- ----- ----- 0.01
5270 0.00 273.07 41.24 0.01 ----- ----- ----- ----- ----- ----- 0.01
5275 0.00 273.07 41.24 0.01 ----- ----- ----- ----- ----- ----- 0.01
X280 0.00 273.06 41.23 0.01 -- 0.01
85 0.00 273.06 41.22 0.01 _____ _=___
___ ___=_ _=___ _____ 0.01
5290 0.00 273.06 41.22 0.01 ----- ----- ----- ----- ----- ----- 0.01
5295 0.00 273.06 41.21 0.01 ----- ----- ----- ----- ----- ----- 0.01
5300 0.00 273.06 41.21 0.01 ----- ----- ----- ----- ----- ----- 0.01
5305 0.00 273.06 41.20 0.01 ----- ----- ----- ----- ----- ----- 0.01
5310 0.00 273.06 41.19 0.01 ----- ----- ----- ----- ----- ----- 0.01
5315 0.00 273.06 41.19 0.01 ----- ----- ----- ----- ----- ----- 0.01
5320 0.00 273.06 41.18 0.01 ----- ----- ----- ----- ----- ----- 0.01
5325 0.00 273.06 41.18 0.01 ----- ----- ----- ----- ----- ----- 0.01
5330 0.00 273.06 41.17 0.01 ----- ----- ----- ----- ----- ----- 0.01
5335 0.00 273.06 41.17 0.01 ----- ----- ----- ----- ----- ----- 0.01
5340 0.00 273.06 41.16 0.01 ----- ----- ----- ----- ----- ----- 0.01
5345 0.00 273.06 41.15 0.01 ----- ----- ----- ----- ----- ----- 0.01
5350 0.00 273.06 41.15 0.01 ----- ----- ----- ----- ----- ----- 0.01
5355 0.00 273.06 41.14 0.01 ----- ----- ----- ----- ----- ----- 0.01
5360 0.00 273.06 41.14 0.01 ----- ----- ----- ----- ----- ----- 0.01
5365 0.00 273.06 41.13 0.01 ----- ----- ----- ----- ----- ----- 0.01
5370 0.00 273.06 41.13 0.01 ----- ----- ----- ----- ----- ----- 0.01
5375 0.00 273.06 41.12 0.01 ----- ----- ----- ----- ----- ----- 0.01
5380 0.00 273.06 41.12 0.01 ----- ----- ----- ----- ----- ----- 0.01
5385 0.00 273.06 41.11 0.01 ----- ----- ----- ----- ----- ----- 0.01
5390 0.00 273.06 41.11 0.01 ----- ----- ----- ----- ----- ----- 0.01
5395 0.00 273.06 41.10 0.01 ----- ----- ----- ----- ----- ----- 0.01
5400 0.00 273.06 41.09 0.01 ----- ----- ----- ----- ----- ----- 0.01
5405 0.00 273.06 41.09 0.01 ----- ----- ----- ----- ----- ----- 0.01
0 Continues on next page...
POND SLOW RELEASE
Page 22
Hydrograph Discharge Table
Oime Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
5410 0.00 273.06 41.08 0.01 ----- ----- ----- ----- ----- ----- 0.01
5415 0.00 273.06 41.08 0.01 ----- ----- ----- ----- ----- ----- 0.01
5420 0.00 273.06 41.07 0.01 ----- ----- ----- ----- ----- ----- 0.01
5425 0.00 273.06 41.07 0.01 ----- ----- ----- ----- ----- ----- 0.01
5430 0.00 273.06 41.06 0.01 ----- ----- ----- ----- ----- ----- 0.01
5435 0.00 273.06 41.06 0.01 ----- ----- ----- ----- ----- ----- 0.01
5440 0.00 273.06 41.05 0.01 ----- ----- ----- ----- ----- ----- 0.01
5445 0.00 273.06 41.05 0.01 ----- ----- ----- ----- ----- ----- 0.01
5450 0.00 273.06 41.04 0.01 ----- ----- ----- ----- ----- ----- 0.01
5455 0.00 273.06 41.04 0.01 ----- ----- ----- ----- ----- ----- 0.01
5460 0.00 273.05 41.03 0.01 ----- ----- ----- ----- ----- ----- 0.01
5465 0.00 273.05 41.03 0.01 ----- ----- ----- ----- ----- ----- 0.01
5470 0.00 273.05 41.02 0.01 ----- ----- ----- ----- ----- ----- 0.01
5475 0.00 273.05 41.02 0.01 ----- ----- ----- ----- ----- ----- 0.01
5480 0.00 273.05 41.01 0.01 ----- ----- ----- ----- ----- ----- 0.01
5485 0.00 273.05 41.01 0.01 ----- ----- ----- ----- ----- ----- 0.01
5490 0.00 273.05 41.00 0.01 ----- ----- ----- ----- ----- ----- 0.01
5495 0.00 273.05 41.00 0.01 ----- ----- ----- ----- ----- ----- 0.01
5500 0.00 273.05 40.99 0.01 ----- ----- ----- ----- ----- ----- 0.01
5505 0.00 273.05 40.99 0.01 ----- ----- ----- ----- ----- ----- 0.01
5510 0.00 273.05 40.98 0.01 ----- ----- ----- ----- ----- ----- 0.01
5515 0.00 273.05 40.98 0.01 ----- ----- ----- ----- ----- ----- 0.01
5520 0.00 273.05 40.97 0.01 ----- ----- ----- ----- ----- ----- 0.01
525 0.00 273.05 40.97 0.01 ----- ----- ----- ----- ----- ----- 0.01
530 0.00 273.05 40.96 0.01 ----- ----- ----- ----- ----- ----- 0.01
5535 0.00 273.05 40.96 0.01 ----- ----- ----- ----- ----- ----- 0.01
5540 0.00 273.05 40.95 0.01 ----- ----- ----- ----- ----- ----- 0.01
5545 0.00 273.05 40.95 0.01 ----- ----- ----- ----- ----- ----- 0.01
5550 0.00 273.05 40.95 0.01 ----- ----- ----- ----- ----- ----- 0.01
5555 0.00 273.05 40.94 0.01 ----- ----- ----- ----- ----- ----- 0.01
5560 0.00 273.05 40.94 0.01 ----- ----- ----- ----- ----- ----- 0.01
5565 0.00 273.05 40.93 0.01 ----- ----- ----- ----- ----- ----- 0.01
5570 0.00 273.05 40.93 0.01 ----- ----- ----- ----- ----- ----- 0.01
5575 0.00 273.05 40.92 0.01 ----- ----- ----- ----- ----- ----- 0.01
5580 0.00 273.05 40.92 0.01 ----- ----- ----- ----- ----- ----- 0.01
5585 0.00 273.05 40.91 0.01 ----- ----- ----- ----- ----- ----- 0.01
5590 0.00 273.05 40.91 0.01 ----- ----- ----- ----- ----- ----- 0.01
5595 0.00 273.05 40.90 0.01 ----- ----- ----- ----- ----- ----- 0.01
5600 0.00 273.05 40.90 0.01 ----- ----- ----- ----- ----- ----- 0.01
5605 0.00 273.05 40.90 0.01 ----- ----- ----- ----- ----- ----- 0.01
5610 0.00 273.05 40.89 0.01 ----- ----- ----- ----- ----- ----- 0.01
5615 0.00 273.05 40.89 0.01 ----- ----- ----- ----- ----- ----- 0.01
5620 0.00 273.05 40.88 0.01 ----- ----- ----- ----- ----- ----- 0.01
5625 0.00 273.05 40.88 0.01 ----- ----- ----- ----- ----- ----- 0.01
5630 0.00 273.05 40.87 0.01 ----- ----- ----- ----- ----- ----- 0.01
5635 0.00 273.05 40.87 0.01 ----- ----- ----- ----- ----- ----- 0.01
5640 0.00 273.05 40.87 0.01 ----- ----- ----- ----- ----- ----- 0.01
5645 0.00 273.05 40.86 0.01 ----- ----- ----- ----- ----- ----- 0.01
5650 0.00 273.05 40.86 0.01 ----- ----- ----- ----- ----- ----- 0.01
0 Continues on next page...
POND SLOW RELEASE
Page 23
Hydrograph Discharge Table
Wme Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C MID Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
5655 0.00 273.05 40.85 0.01 ----- ----- ----- ----- ----- ----- 0.01
5660 0.00 273.05 40.85 0.01 ----- ----- ----- ----- ----- ----- 0.01
5665 0.00 273.05 40.84 0.01 ----- ----- ----- ----- ----- ----- 0.01
5670 0.00 273.05 40.84 0.01 ----- ----- ----- ----- ----- ----- 0.01
5675 0.00 273.05 40.84 0.01 ----- ----- ----- ----- ----- ----- 0.01
5680 0.00 273.04 40.83 0.01 ----- ----- ----- ----- ----- ----- 0.01
5685 0.00 273.04 40.83 0.01 ----- ----- ----- ----- ----- ----- 0.01
5690 0.00 273.04 40.82 0.01 ----- ----- ----- ----- ----- ----- 0.01
5695 0.00 273.04 40.82 0.01 ----- ----- ----- ----- ----- ----- 0.01
5700 0.00 273.04 40.82 0.01 ----- ----- ----- ----- ----- ----- 0.01
5705 0.00 273.04 40.81 0.01 ----- ----- ----- ----- ----- ----- 0.01
5710 0.00 273.04 40.81 0.01 ----- ----- ----- ----- ----- ----- 0.01
5715 0.00 273.04 40.80 0.01 ----- ----- ----- ----- ----- ----- 0.01
5720 0.00 273.04 40.80 0.01 ----- ----- ----- ----- ----- ----- 0.01
5725 0.00 273.04 40.80 0.01 ----- ----- ----- ----- ----- ----- 0.01
5730 0.00 273.04 40.79 0.01 ----- ----- ----- ----- ----- ----- 0.01
5735 0.00 273.04 40.79 0.01 ----- ----- ----- ----- ----- ----- 0.01
5740 0.00 273.04 40.78 0.01 ----- ----- ----- ----- ----- ----- 0.01
5745 0.00 273.04 40.78 0.01 ----- ----- ----- ----- ----- ----- 0.01
5750 0.00 273.04 40.78 0.01 ----- ----- ----- ----- ----- ----- 0.01
5755 0.00 273.04 40.77 0.01 ----- ----- ----- ----- ----- ----- 0.01
5760 0.00 273.04 40.77 0.01 ----- ----- ----- ----- ----- ----- 0.01
5765 0.00 273.04 40.77 0.01 ----- ----- ----- ----- ----- ----- 0.01
770
0 0.00 273.04 40.76 0.01 ----- ----- ----- ----- ----- ----- 0.01
775 0.00 273.04 40.76 0.01 ----- ----- ----- ----- ----- ----- 0.01
5780 0.00 273.04 40.75 0.01 ----- ----- ----- ----- ----- ----- 0.01
5785 0.00 273.04 40.75 0.01 ----- ----- ----- ----- ----- ----- 0.01
5790 0.00 273.04 40.75 0.01 ----- ----- ----- ----- ----- ----- 0.01
5795 0.00 273.04 40.74 0.01 ----- ----- ----- ----- ----- ----- 0.01
5800 0.00 273.04 40.74 0.01 ----- ----- ----- ----- ----- ----- 0.01
5805 0.00 273.04 40.74 0.01 ----- ----- ----- ----- ----- ----- 0.01
5810 0.00 273.04 40.73 0.01 ----- ----- ----- ----- ----- ----- 0.01
5815 0.00 273.04 40.73 0.01 ----- ----- ----- ----- ----- ----- 0.01
5820 0.00 273.04 40.72 0.01 ----- ----- ----- ----- ----- ----- 0.01
5825 0.00 273.04 40.72 0.01 ----- ----- ----- ----- ----- ----- 0.01
5830 0.00 273.04 40.72 0.01 ----- ----- ----- ----- ----- ----- 0.01
5835 0.00 273.04 40.71 0.01 ----- ----- ----- ----- ----- ----- 0.01
5840 0.00 273.04 40.71 0.01 ----- ----- ----- ----- ----- ----- 0.01
5845 0.00 273.04 40.71 0.01 ----- ----- ----- ----- ----- ----- 0.01
5850 0.00 273.04 40.70 0.01 ----- ----- ----- ----- ----- ----- 0.01
5855 0.00 273.04 40.70 0.01 ----- ----- ----- ----- ----- ----- 0.01
5860 0.00 273.04 40.70 0.01 ----- ----- ----- ----- ----- ----- 0.01
5865 0.00 273.04 40.69 0.01 ----- ----- ----- ----- ----- ----- 0.01
5870 0.00 273.04 40.69 0.01 ----- ----- ----- ----- ----- ----- 0.01
5875 0.00 273.04 40.69 0.01 ----- ----- ----- ----- ----- ----- 0.01
5880 0.00 273.04 40.68 0.01 ----- ----- ----- ----- ----- ----- 0.01
5885 0.00 273.04 40.68 0.01 ----- ----- ----- ----- ----- ----- 0.01
5890 0.00 273.04 40.68 0.01 ----- ----- ----- ----- ----- ----- 0.01
5895 0.00 273.04 40.67 0.01 ----- ----- ----- ----- ----- ----- 0.01
0 Continues on next page...
POND SLOW RELEASE Page 24
Hydrograph Discharge Table
Olme Inflow Elevation Civ A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
5900 0.00 273.04 40.67 0.01 ----- ----- ----- ----- ----- ----- 0.01
5905 0.00 273.04 40.67 0.01 ----- ----- ----- ----- ----- ----- 0.01
5910 0.00 273.04 40.66 0.01 ----- ----- ----- ----- ----- ----- 0.01
5915 0.00 273.04 40.66 0.01 ----- ----- ----- ----- ----- ----- 0.01
5920 0.00 273.04 40.66 0.01 ----- ----- ----- ----- ----- ----- 0.01
5925 0.00 273.04 40.65 0.01 ----- ----- ----- ----- ----- ----- 0.01
5930 0.00 273.04 40.65 0.01 ----- ----- ----- ----- ----- ----- 0.01
5935 0.00 273.04 40.65 0.01 ----- ----- ----- ----- ----- ----- 0.01
5940 0.00 273.04 40.64 0.01 ----- ----- ----- ----- ----- ----- 0.01
5945 0.00 273.04 40.64 0.01 ----- ----- ----- ----- ----- ----- 0.01
5950 0.00 273.04 40.64 0.01 ----- ----- ----- ----- ----- ----- 0.01
5955 0.00 273.03 40.63 0.01 ----- ----- ----- ----- ----- ----- 0.01
5960 0.00 273.03 40.63 0.01 ----- ----- ----- ----- ----- ----- 0.01
5965 0.00 273.03 40.63 0.01 ----- ----- ----- ----- ----- ----- 0.01
5970 0.00 273.03 40.62 0.01 ----- ----- ----- ----- ----- ----- 0.01
5975 0.00 273.03 40.62 0.01 ----- ----- ----- ----- ----- ----- 0.01
5980 0.00 273.03 40.62 0.01 ----- ----- ----- ----- ----- ----- 0.01
5985 0.00 273.03 40.61 0.01 ----- ----- ----- ----- ----- ----- 0.01
5990 0.00 273.03 40.61 0.01 ----- ----- ----- ----- ----- ----- 0.01
5995 0.00 273.03 40.61 0.01 ----- ----- ----- ----- ----- ----- 0.01
6000 0.00 273.03 40.60 0.01 ----- ----- ----- ----- ----- ----- 0.01
6005 0.00 273.03 40.60 0.01 ----- ----- ----- ----- ----- ----- 0.01
6010 0.00 273.03 40.60 0.01 ----- ----- ----- ----- ----- ----- 0.01
015 0.00 273.03 40.59 0.01 - 0.01
020 0.00 273.03 40.59 0.01 _____ _____ _____ _=_
= _==== 0.01 4--
6025 0.00 273.03 40.59 0.00 ----- ----- ----- ----- ----- ----- 0.00 d

6030
0.00
273.03
40.59
0.00
----- ----- ----- ----- ----- ----- ew
0.00
6035 0.00 273.03 40.58 0.00 ----- ----- ----- ----- ----- ----- 0.00
6040 0.00 273.03 40.58 0.00 ----- ----- ----- ----- ----- ----- 0.00cr

6045
0.00
273.03
40.58
0.00
----- ----- ----- ----- ----- ----- ?
0.00
6050 0.00 273.03 40.57 0.00 ----- ----- ----- ----- ----- ----- 0.00
6055 0.00 273.03 40.57 0.00 ----- ----- ----- ----- ----- ----- 0.00
6060 0.00 273.03 40.57 0.00 ----- ----- ----- ----- ----- ----- 0.00
6065 0.00 273.03 40.57 0.00 ----- ----- ----- ----- ----- ----- 0.00
6070 0.00 273.03 40.56 0.00 ----- ----- ----- ----- ----- ----- 0.00
6075 0.00 273.03 40.56 0.00 ----- ----- ----- ----- ----- ----- 0.00
6080 0.00 273.03 40.56 0.00 ----- ----- ----- ----- ----- ----- 0.00
6085 0.00 273.03 40.55 0.00 ----- ----- ----- ----- ----- ----- 0.00
6090 0.00 273.03 40.55 0.00 ----- ----- ----- ----- ----- ----- 0.00
6095 0.00 273.03 40.55 0.00 ----- ----- ----- ----- ----- ----- 0.00
6100 0.00 273.03 40.55 0.00 ----- ----- ----- ----- ----- ----- 0.00
6105 0.00 273.03 40.54 0.00 ----- ----- ----- ----- ----- ----- 0.00
6110 0.00 273.03 40.54 0.00 ----- ----- ----- ----- ----- ----- 0.00
6115 0.00 273.03 40.54 0.00 ----- ----- ----- ----- ----- ----- 0.00
6120 0.00 273.03 40.53 0.00 ----- ----- ----- ----- ----- ----- 0.00
6125 0.00 273.03 40.53 0.00 ----- ----- ----- ----- ----- ----- 0.00
6130 0.00 273.03 40.53 0.00 ----- ----- ----- ----- ----- ----- 0.00
6135 0.00 273.03 40.53 0.00 ----- ----- ----- ----- ----- ----- 0.00
6140 0.00 273.03 40.52 0.00 ----- ----- ----- ----- ----- ----- 0.00
0 Continues on next page...
POND SLOW RELEASE Page 25
Hydrograph Discharge Table
.Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
6145 0.00 273.03 40.52 0.00 ----- ----- ----- ----- ----- ----- 0.00
6150 0.00 273.03 40.52 0.00 ----- ----- ----- ----- ----- ----- 0.00
6155 0.00 273.03 40.52 0.00 ----- ----- ----- ----- ----- ----- 0.00
6160 0.00 273.03 40.51 0.00 ----- ----- ----- ----- ----- ----- 0.00
6165 0.00 273.03 40.51 0.00 ----- ----- ----- ----- ----- ----- 0.00
6170 0.00 273.03 40.51 0.00 ----- ----- ----- ----- ----- ----- 0.00
6175 0.00 273.03 40.51 0.00 ----- ----- ----- ----- ----- ----- 0.00
6180 0.00 273.03 40.50 0.00 ----- ----- ----- ----- ----- ----- 0.00
6185 0.00 273.03 40.50 0.00 ----- ----- ----- ----- ----- ----- 0.00
6190 0.00 273.03 40.50 0.00 ----- ----- ----- ----- ----- ----- 0.00
6195 0.00 273.03 40.49 0.00 ----- ----- ----- ----- ----- ----- 0.00
6200 0.00 273.03 40.49 0.00 ----- ----- ----- ----- ----- ----- 0.00
6205 0.00 273.03 40.49 0.00 ----- ----- ----- ----- ----- ----- 0.00
6210 0.00 273.03 40.49 0.00 ----- ----- ----- ----- ----- ----- 0.00
6215 0.00 273.03 40.48 0.00 ----- ----- ----- ----- ----- ----- 0.00
6220 0.00 273.03 40.48 0.00 ----- ----- ----- ----- ----- ----- 0.00
6225 0.00 273.03 40.48 0.00 ----- ----- ----- ----- ----- ----- 0.00
6230 0.00 273.03 40.48 0.00 ----- ----- ----- ----- ----- ----- 0.00
6235 0.00 273.03 40.47 0.00 ----- ----- ----- ----- ----- ----- 0.00
6240 0.00 273.03 40.47 0.00 ----- ----- ----- ----- ----- ----- 0.00
6245 0.00 273.03 40.47 0.00 ----- ----- ----- ----- ----- ----- 0.00
6250 0.00 273.03 40.47 0.00 ----- ----- ----- ----- ----- ----- 0.00
6255 0.00 273.03 40.46 0.00 ----- ----- ----- ----- ----- ----- 0.00
0260 0.00 273.03 40.46 0.00 ----- ----- ----- ----- ----- ----- 0.00
265 0.00 273.03 40.46 0.00 ----- ----- ----- ----- ----- ----- 0.00
6270 0.00 273.03 40.46 0.00 ----- ----- ----- ----- ----- ----- 0.00
6275 0.00 273.03 40.46 0.00 ----- ----- ----- ----- ----- ----- 0.00
6280 0.00 273.03 40.45 0.00 ----- ----- ----- ----- ----- ----- 0.00
6285 0.00 273.03 40.45 0.00 ----- ----- ----- ----- ----- ----- 0.00
6290 0.00 273.03 40.45 0.00 ----- ----- ----- ----- ----- ----- 0.00
6295 0.00 273.03 40.45 0.00 ----- ----- ----- ----- ----- ----- 0.00
6300 0.00 273.03 40.44 0.00 ----- ----- ----- ----- ----- ----- 0.00
6305 0.00 273.03 40.44 0.00 ----- ----- ----- ----- ----- ----- 0.00
6310 0.00 273.03 40.44 0.00 ----- ----- ----- ----- ----- ----- 0.00
6315 0.00 273.03 40.44 0.00 ----- ----- ----- ----- ----- ----- 0.00
6320 0.00 273.03 40.43 0.00 ----- ----- ----- ----- ----- ----- 0.00
6325 0.00 273.02 40.43 0.00 ----- ----- ----- ----- ----- ----- 0.00
6330 0.00 273.02 40.43 0.00 ----- ----- ----- ----- ----- ----- 0.00
6335 0.00 273.02 40.43 0.00 ----- ----- ----- ----- ----- ----- 0.00
6340 0.00 273.02 40.42 0.00 ----- ----- ----- ----- ----- ----- 0.00
6345 0.00 273.02 40.42 0.00 ----- ----- ----- ----- ----- ----- 0.00
6350 0.00 273.02 40.42 0.00 ----- ----- ----- ----- ----- ----- 0.00
6355 0.00 273.02 40.42 0.00 ----- ----- ----- ----- ----- ----- 0.00
6360 0.00 273.02 40.42 0.00 ----- ----- ----- ----- ----- ----- 0.00
6365 0.00 273.02 40.41 0.00 ----- ----- ----- ----- ----- ----- 0.00
6370 0.00 273.02 40.41 0.00 ----- ----- ----- ----- ----- ----- 0.00
6375 0.00 273.02 40.41 0.00 ----- ----- ----- ----- ----- ----- 0.00
6380 0.00 273.02 40.41 0.00 ----- ----- ----- ----- ----- ----- 0.00
6385 0.00 27102 40 41 n nn ----- ----- ----- ----- ----- n nn
0 Continues on next page
POND SLOW RELEASE
Page 26
Hydrograph Discharge Table
Ome Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
6390 0.00 273.02 40.40 0.00
6395 0.00 273.02 40.40 0.00
6400 0.00 273.02 40.40 0.00
6405 0.00 273.02 40.40 0.00
6410 0.00 273.02 40.39 0.00
6415 0.00 273.02 40.39 0.00
6420 0.00 273.02 40.39 0.00
6425 0.00 273.02 40.39 0.00
6430 0.00 273.02 40.39 0.00
6435 0.00 273.02 40.38 0.00
6440 0.00 273.02 40.38 0.00
6445 0.00 273.02 40.38 0.00
6450 0.00 273.02 40.38 0.00
6455 0.00 273.02 40.38 0.00
6460 0.00 273.02 40.37 0.00
6465 0.00 273.02 40.37 0.00
6470 0.00 273.02 40.37 0.00
6475 0.00 273.02 40.37 0.00
6480 0.00 273.02 40.37 0.00
6485 0.00 273.02 40.36 0.00
6490 0.00 273.02 40.36 0.00
6495 0.00 273.02 40.36 0.00
6500 0.00 273.02 40.36 0.00
X505 0.00 273.02 40.36 0.00
X510 0.00 273.02 40.35 0.00
6515 0.00 273.02 40.35 0.00
6520 0.00 273.02 40.35 0.00
6525 0.00 273.02 40.35 0.00
6530 0.00 273.02 40.35 0.00
6535 0.00 273.02 40.34 0.00
6540 0.00 273.02 40.34 0.00
6545 0.00 273.02 40.34 0.00
6550 0.00 273.02 40.34 0.00
6555 0.00 273.02 40.34 0.00
6560 0.00 273.02 40.34 0.00
6565 0.00 273.02 40.33 0.00
6570 0.00 273.02 40.33 0.00
6575 0.00 273.02 40.33 0.00
6580 0.00 273.02 40.33 0.00
6585 0.00 273.02 40.33 0.00
6590 0.00 273.02 40.32 0.00
6595 0.00 273.02 40.32 0.00
6600 0.00 273.02 40.32 0.00
6605 0.00 273.02 40.32 0.00
6610 0.00 273.02 40.32 0.00
6615 0.00 273.02 40.32 0.00
6620 0.00 273.02 40.31 0.00
6625 0.00 273.02 40.31 0.00
6630 0.00 273.02 40.31 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ---- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
-----
----- -----
----- -----
----- ----- ----- ----- 0.00
0
00
----- ----- ----- -----
----- ----- ----- .
0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- 0.00
----- ----- ----- ----- ----- ----- 0.00
J
L
Continues on next page...
POND SLOW RELEASE Page 27
Hydrograph Discharge Table
Wme Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
6635 0.00 273.02 40.31 0.00 ----- ----- ----- ----- ----- ----- 0.00
6640 0.00 273.02 40.31 0.00 ----- ----- ----- ----- ----- ----- 0.00
6645 0.00 273.02 40.31 0.00 ----- ----- ----- ----- ----- ----- 0.00
6650 0.00 273.02 40.30 0.00 ----- ----- ----- ----- ----- ----- 0.00
6655 0.00 273.02 40.30 0.00 ----- ----- ----- ----- ----- ----- 0.00
6660 0.00 273.02 40.30 0.00 ----- ----- ----- ----- ----- ----- 0.00
6665 0.00 273.02 40.30 0.00 ----- ----- ----- ----- ----- ----- 0.00
6670 0.00 273.02 40.30 0.00 ----- ----- ----- ----- ----- ----- 0.00
6675 0.00 273.02 40.30 0.00 ----- ----- ----- ----- ----- ----- 0.00
6680 0.00 273.02 40.29 0.00 ----- ----- ----- ----- ----- ----- 0.00
6685 0.00 273.02 40.29 0.00 ----- ----- ----- ----- ----- ----- 0.00
6690 0.00 273.02 40.29 0.00 ----- ----- ----- ----- ----- ----- 0.00
6695 0.00 273.02 40.29 0.00 ----- ----- ----- ----- ----- ----- 0.00
6700 0.00 273.02 40.29 0.00 ----- ----- ----- ----- ----- ----- 0.00
6705 0.00 273.02 40.29 0.00 ----- ----- ----- ----- ----- ----- 0.00
6710 0.00 273.02 40.28 0.00 ----- ----- ----- ----- ----- ----- 0.00
6715 0.00 273.02 40.28 0.00 ----- ----- ----- ----- ----- ----- 0.00
6720 0.00 273.02 40.28 0.00 ----- ----- ----- ----- ----- ----- 0.00
6725 0.00 273.02 40.28 0.00 ----- ----- ----- ----- ----- ----- 0.00
6730 0.00 273.02 40.28 0.00 ----- ----- ----- ----- ----- ----- 0.00
6735 0.00 273.02 40.28 0.00 ----- ----- ----- ----- ----- ----- 0.00
6740 0.00 273.02 40.27 0.00 ----- ----- ----- ----- ----- ----- 0.00
6745 0.00 273.02 40.27 0.00 ----- ----- ----- ----- ----- ----- 0.00
9750 0.00 273.02 40.27 0.00 ----- ----- ----- ----- ----- ----- 0.00
755 0.00 273.02 40.27 0.00 ----- ----- ----- ----- ----- ----- 0.00
6760 0.00 273.02 40.27 0.00 ----- ----- ----- ----- ----- ----- 0.00
6765 0.00 273.02 40.27 0.00 ----- ----- ----- ----- ----- ----- 0.00
6770 0.00 273.02 40.27 0.00 ----- ----- ----- ----- ----- ----- 0.00
6775 0.00 273.02 40.26 0.00 ----- ----- ----- ----- ----- ----- 0.00
6780 0.00 273.02 40.26 0.00 ----- ----- ----- ----- ----- ----- 0.00
6785 0.00 273.02 40.26 0.00 ----- ----- ----- ----- ----- ----- 0.00
6790 0.00 273.02 40.26 0.00 ----- ----- ----- ----- ----- ----- 0.00
6795 0.00 273.02 40.26 0.00 ----- ----- ----- ----- ----- ----- 0.00
6800 0.00 273.02 40.26 0.00 ----- ----- ----- ----- ----- ----- 0.00
6805 0.00 273.02 40.25 0.00 ----- ----- ----- ----- ----- ----- 0.00
6810 0.00 273.02 40.25 0.00 ----- ----- ----- ----- ----- ----- 0.00
6815 0.00 273.02 40.25 0.00 ----- ----- ----- ----- ----- ----- 0.00
6820 0.00 273.02 40.25 0.00 ----- ----- ----- ----- ----- ----- 0.00
6825 0.00 273.02 40.25 0.00 ----- ----- ----- ----- ----- ----- 0.00
6830 0.00 273.02 40.25 0.00 ----- ----- ----- ----- ----- ----- 0.00
6835 0.00 273.02 40.25 0.00 ----- ----- ----- ----- ----- ----- 0.00
6840 0.00 273.02 40.24 0.00 ----- ----- ----- ----- ----- ----- 0.00
6845 0.00 273.02 40.24 0.00 ----- ----- ----- ----- ----- ----- 0.00
6850 0.00 273.02 40.24 0.00 ----- ----- ----- ----- ----- ----- 0.00
6855 0.00 273.02 40.24 0.00 ----- ----- ----- ----- ----- ----- 0.00
6860 0.00 273.02 40.24 0.00 ----- ----- ----- ----- ----- ----- 0.00
6865 0.00 273.02 40.24 0.00 ----- ----- ----- ----- ----- ----- 0.00
6870 0.00 273.02 40.24 0.00 ----- ----- ----- ----- ----- ----- 0.00
6875 0.00 273.02 40.24 0.00 ----- ----- ----- ----- ----- ----- 0.00
• Continues on next page...
POND SLOW RELEASE Page 28
Hydrograph Discharge Table
Wme Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
6880 0.00 273.01 40.23 0.00 ----- ----- ----- ----- ----- ----- 0.00
6885 0.00 273.01 40.23 0.00 ----- ----- ----- ----- ----- ----- 0.00
6890 0.00 273.01 40.23 0.00 ----- ----- ----- ----- ----- ----- 0.00
6895 0.00 273.01 40.23 0.00 ----- ----- ----- ----- ----- ----- 0.00
6900 0.00 273.01 40.23 0.00 ----- ----- ----- ----- ----- ----- 0.00
6905 0.00 273.01 40.23 0.00 ----- ----- ----- ----- ----- ----- 0.00
6910 0.00 273.01 40.23 0.00 ----- ----- ----- ----- ----- ----- 0.00
6915 0.00 273.01 40.22 0.00 ----- ----- ----- ----- ----- ----- 0.00
6920 0.00 273.01 40.22 0.00 ----- ----- ----- ----- ----- ----- 0.00
6925 0.00 273.01 40.22 0.00 ----- ----- ----- ----- ----- ----- 0.00
6930 0.00 273.01 40.22 0.00 ----- ----- ----- ----- ----- ----- 0.00
6935 0.00 273.01 40.22 0.00 ----- ----- ----- ----- ----- ----- 0.00
6940 0.00 273.01 40.22 0.00 ----- ----- ----- ----- ----- ----- 0.00
6945 0.00 273.01 40.22 0.00 ----- ----- ----- ----- ----- ----- 0.00
6950 0.00 273.01 40.22 0.00 ----- ----- ----- ----- ----- ----- 0.00
6955 0.00 273.01 40.21 0.00 ----- ----- ----- ----- ----- ----- 0.00
6960 0.00 273.01 40.21 0.00 ----- ----- ----- ----- ----- ----- 0.00
6965 0.00 273.01 40.21 0.00 ----- ----- ----- ----- ----- ----- 0.00
6970 0.00 273.01 40.21 0.00 ----- ----- ----- ----- ----- ----- 0.00
6975 0.00 273.01 40.21 0.00 ----- ----- ----- ----- ----- ----- 0.00
6980 0.00 273.01 40.21 0.00 ----- ----- ----- ----- ----- ----- 0.00
6985 0.00 273.01 40.21 0.00 ----- ----- ----- ----- ----- ----- 0.00
6990 0.00 273.01 40.20 0.00 ----- ----- ----- ----- ----- ----- 0.00
995 0.00 273.01 40.20 0.00 ----- ----- ----- ----- ----- ----- 0.00
000 0.00 273.01 40.20 0.00 ----- ----- ----- ----- ----- ----- 0.00
7005 0.00 273.01 40.20 0.00 ----- ----- ----- ----- ----- ----- 0.00
7010 0.00 273.01 40.20 0.00 ----- ----- ----- ----- ----- ----- 0.00
7015 0.00 273.01 40.20 0.00 ----- ----- ----- ----- ----- ----- 0.00
7020 0.00 273.01 40.20 0.00 ----- ----- ----- ----- ----- ----- 0.00
7025 0.00 273.01 40.20 0.00 ----- ----- ----- ----- ----- ----- 0.00
7030 0.00 273.01 40.19 0.00 ----- ----- ----- ----- ----- ----- 0.00
7035 0.00 273.01 40.19 0.00 ----- ----- ----- ----- ----- ----- 0.00
7040 0.00 273.01 40.19 0.00 ----- ----- ----- ----- ----- ----- 0.00
7045 0.00 273.01 40.19 0.00 ----- ----- ----- ----- ----- ----- 0.00
7050 0.00 273.01 40.19 0.00 ----- ----- ----- ----- ----- ----- 0.00
7055 0.00 273.01 40.19 0.00 ----- ----- ----- ----- ----- ----- 0.00
7060 0.00 273.01 40.19 0.00 ----- ----- ----- ----- ----- ----- 0.00
7065 0.00 273.01 40.19 0.00 ----- ----- ----- ----- ----- ----- 0.00
7070 0.00 273.01 40.19 0.00 ----- ----- ----- ----- ----- ----- 0.00
7075 0.00 273.01 40.18 0.00 ----- ----- ----- ----- ----- ----- 0.00
7080 0.00 273.01 40.18 0.00 ----- ----- ----- ----- ----- ----- 0.00
7085 0.00 273.01 40.18 0.00 ----- ----- ----- ----- ----- ----- 0.00
7090 0.00 273.01 40.18 0.00 ----- ----- ----- ----- ----- ----- 0.00
7095 0.00 273.01 40.18 0.00 ----- ----- ----- ----- ----- ----- 0.00
7100 0.00 273.01 40.18 0.00 ----- ----- ----- ----- ----- ----- 0.00
7105 0.00 273.01 40.18 0.00 ----- ----- ----- ----- ----- ----- 0.00
7110 0.00 273.01 40.18 0.00 ----- ----- ----- ----- ----- ----- 0.00
7115 0.00 273.01 40.18 0.00 ----- ----- ----- ----- ----- ----- 0.00
7120 0.00 273.01 40.17 0.00 ----- ----- ----- ----- ----- ----- 0.00
is Continues on next page..
POND SLOW RELEASE Page 29
Hydrograph Discharge Table
.Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
7125 0.00 273.01 40.17 0.00 ----- ----- ----- ----- ----- ----- 0.00
7130 0.00 273.01 40.17 0.00 ----- ----- ----- ----- ----- ----- 0.00
7135 0.00 273.01 40.17 0.00 ----- ----- ----- ----- ----- ----- 0.00
7140 0.00 273.01 40.17 0.00 ----- ----- ----- ----- ----- ----- 0.00
7145 0.00 273.01 40.17 0.00 ----- ----- ----- ----- ----- ----- 0.00
7150 0.00 273.01 40.17 0.00 ----- ----- ----- ----- ----- ----- 0.00
7155 0.00 273.01 40.17 0.00 ----- ----- ----- ----- ----- ----- 0.00
7160 0.00 273.01 40.17 0.00 ----- ----- ----- ----- ----- ----- 0.00
7165 0.00 273.01 40.17 0.00 ----- ----- ----- ----- ----- ----- 0.00
7170 0.00 273.01 40.16 0.00 ----- ----- ----- ----- ----- ----- 0.00
7175 0.00 273.01 40.16 0.00 ----- ----- ----- ----- ----- ----- 0.00
7180 0.00 273.01 40.16 0.00 ----- ----- ----- ----- ----- ----- 0.00
7185 0.00 273.01 40.16 0.00 ----- ----- ----- ----- ----- ----- 0.00
7190 0.00 273.01 40.16 0.00 ----- ----- ----- ----- ----- ----- 0.00
7195 0.00 273.01 40.16 0.00 ----- ----- ----- ----- ----- ----- 0.00
7200 0.00 273.01 40.16 0.00 ----- ----- ----- ----- ----- ----- n nn
... End
•
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Exhibit 2 by H. R. Malcom, P.E.
C. E. Dept, NCSU
Depth-Duration-Frequency Table Raleigh, NC
Location:
• -> Raleigh-Durham, NC
Return Period
Duration 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr
[in] [in] [in] [in] [in] [in]
5 min 0.48 0.55 0.60 0.68 0.75 0.81
10 min 0.79 0.92• 1.02 1.17 1.28 1.40
15 min 1.01 1.18 1.31 1.51 1.66 1.81
30 min 1.35 1.64 1.85 2.16 2.40 2.64
'60 min 1.70 2.12 2.41 2.84 3.17 3.50
2 hr 1.91 2.40 2.74 3.23 3.61 4.00
3 hr 2.12 2.68 3.07 3.62 4.06 4.49
6 hr 2.65 3.38 3.90 4.62 5.19 5.75
12 hr 3.13 4.02 4.64 5.52 6.20 6.88
24 hr 3.60 4.65 5.38 6.41 7.21 8.00
Intensity-Duration-Frequency Table
? F `ice Dvr?
Location: -4 Raleigh-Durham, NC
Return Period
Duration 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr
• [in/hr] [in/hr] [in/hr] [in/hr] [in/hr] [in/hr]
5 min 5.76 6.58 7.22 8.19 8.96 9.72
10 min 4.76 5.54 6.13 7.01 7.71 8.40
15 min 4.04 4.74 5,25 6.03 6.64 7.24
30 min 2.70 3.28 3.71 4.32- 4.80 5.28
60 min 1.70 2.12 2.41 2.84 3.17 3.50
2 hr 0.95 1.20 1.37 1.62 1.81 2.00
3 hr 0.71 0.89 1.02 1.21 1.35 1.50
6 hr 0.44 0.56 0.65 0.77 0.86 0.96
12 hr 0.26 0.33 0.39 0.46 0.52 0.57
24 hr 0.15 0.19 0.22 0.27 0.30 0.33
Input Data:
Location: --j Raleigh-Durham, NC
Duration 2-yr P 100-yr P Source
[in] [in]
5 min 0.48 0.81 NOAA HYDRO-35
15 min 1.01 1.81 NOAA HYDRO-35
60 min 1.70 3.50 NOAA HYDRO-35
24 - hr 3.60 8.00 US WB TP-40
IDF Equations:
I = g/(h+T)
for 5 < T < 120 min
2 132 18
5 169 21
10 195 22
25 232 23
50 261 24
100 290 25
f- Data -j
VI-3
•
Culvert Design
0

• Culvert Design
Existing Conditions:
The Park Center Shopping center is divided by a storm ditch consisting of two 6x6 concrete box culverts at each
end, we are proposing to pipe this ditch from the Inlet of the first culvert to the outlet of the second culvert. This
length is Approximately 930' long. Due to the long length and higher cost of concrete, the existing structures
will not be extended and connected. Instead we will use 2 Spiral Rib Corrugated Metal circular or arched pipes.
The following input lines were taken from a Hec-2 run done back in 1992 on burdens creek below the Triple
8x6 culvert on NC 54.
Hec-2 Run
SECNO Q CWSEL DIFWSP DIFWSX DIFKWS
10827.000 2382 271.10 0.00 1.66 .00
10827.000 3340 272.16 1.06 1.45 .00
10827.000 3833 272.65 0.49 1.39 .00
10827.000 5277 273.921 1.27 1.27 .00
X1 10827.25. 4982. 5026. 588. 588. 588. 0.
GR 290. 4758. 284.36 4811. 280. 4852. 278. 4874. 276. 4902.
GR 274. 4920. 272. 4936. 270. 4950. 268. 4982. 265.3 4996.5
GR 264.6 4999.9 264.61 5000. 265.3 5006. 268. 5026. 268. 5128.
R268. 5229. 270. 5254. 272. 5282. 274. 5378. 276. 5450.
R276.035451. 278. 5526. 280. 5590. 282.
k 5607. 284. 5684.
NH 5. 100. 4679. 0.17 4974. 0.055 5036.9 0.175 5164. 100.
NH 5323.0. 0. 0. 0. 0. 0. 0. 0. 0.
ET 0.00 0.00 0.00 0.00 0.00 9.11 0.00 0.00 4890.00 5050.00
HAYES, SEAY, MATTERN & MATTER, INC.
For FEMA
ROANOKE, VIRGINIA - GREENSBORO, NORTH CAROLINA
ON DATE 22AUG92 TIME 11:28:49
TOPWID XLCH
327.21 588.00
355.01 588.00
382.52 588.00
453.36 588.00
This cross section is about 750' down stream of the culvert. We will use this spot as our beginning point of
analysis. Since their elevations are different from ours at this cross section, we will just use the depth of water
taken from their run at each yr event and apply it to our cross section elevations. Hec Ras will, through
iterations, use this starting WSEL to calculate its own water surface profile based on the geometry. So if the
starting WSEL is slightly off it will not matter.
Bottom of ditch elevation on their Xsec=264.61
10yr depth: 271.10-264.61=6.49'
50yr depth: 272.16-264.61=7.55'
100yr depth: 272.65-264.61=8.04'
400yr depth: 273.92-264.61=9.31'
ur starting WSEL:
JWyr depth: 269.20
50yr depth: 270.26
100yr depth: 270.75
500yr depth: 272.02
The following flows were determined to pass through the triple box culvert under NC54:
Q2: 750cfs
Q10: 1282
Q50: 1763
Q100: 2007
Q500: 2712
Above the Triple 6x8 culvert is a water flow junction. Burden's creek continues north passing under I-40 and
serves approximately 440Ac. Our site ditch serves approximately 306Ac above the first site culverts and at the
second site culvert we serve 306 Ac plus 12 Ac from the site. We broke down the Hec-2 Q's using ratios based
on these areas.
Q100 at triple 8x6 culvert under NC54: 2007cfs
Q100 at dble 6x6 culvert downstream: 2007cfs(12Ac+306Ac/12Ac+306Ac+440Ac)=842cfs
Q100 at dble 6x6 culvert upstream: 842cfs-61cfs(site Q)=781cfs
So Flows for Proposed Culvert are as follows:
IQ10=492cfs
Q50=683cfs
Q 100=781 cfs
Q500=1090cfs
Using the USGS Urban Regression Equation as a check for this Q, based on a BDF of 10 and Area of 0.468 sq.
mi. we get a Q100 of 723cfs, so the value from the Hec-2 is more conservative. The Hec-2 values are what we
will use. Similar calculations were performed to get the other required storms flows.
0
?7 Project.-.___Tcar?_ ? --- Y-cAc N 1 --___ -- Page _ - Of
•
0
•
Project No. LU"O_ Subject Date
A Client
-C???s__s? cam. - - - --- - - -- - Designer
S
T E W A R T
ENGINE r RING
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O.?C-??J 6 ASS
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Research Iriangle Park, NC I Tel [phone] Fax [phone] www Stewart-eng.com
•
Existing Culvert Analysis
40
•
•
•
•
Reedtl R 8161 01 dud min.ch87 Wig, Flee GkW,3: #a Q* E.O.3 V 014M ik Aron 7 dk FrOde0CN
n n rt vn
18+tl O Rwh 7D 1282.00 262.71 269.20 266.06 269.35 0.000908 4.37 646.76 291.47 0.33
i10 t RWth 668 .. 60 1763.00 262.71 270.26 268.40 270.37 0.000594 3.99 978.43 331.30 0.28
RwO 8% 1W 2007.00 262.71 270.75 266.54 270.85 0.000511 3.88 1143.63 351.15 0.26
oistft '.R 666 WO. - 2712.00 262.71 272.06 268.93 272.14 0.000362 187 1838.33 402.12 0.23

Reach 81 10 1282.00 263.22 269.40 269.74 0.002159 5.89 421.48 234.15 0.50
wo -.RkMCl1 B1b 50 1763.00 263.22 270.36 270.62 0.001308 5.25 665.87 262.02 0.40
R h 816 100 2007.00 263.22 270.85 271.06 0.001086 5.06 792.31 277.04 0.37
Raaoh. 818 -. 600 r 2712.00 263.22 272.13 272.29 0.000720 4.70 1171.08 316.52 0.31

RYOh ' 1086 1 1282.00 264.70 270.07 270.19 0.001363 3.95 674.07 403.85 0.38
tf owti ` 1066 w 1763.00 264.70 270.81 270.89 0.000871 3.60 979.69 427.93 0.31
toora Room 1095 1 W 2007.00 264.70 271.21 271.29 0.000698 3.43 1154.04 441.08 0.28
Bk RWh 1066 wyt 2712.00 264.70 272.37 272.43 0.000419 3.09 1687.59 475.56 0.23

jj?hWng h 1116 1282.00 264.80 270.18 270.18 270.71 0.003433 7.34 394.54 412.27 0.62

"tft
_ Mqh 1116 D(s 1783.00 264.80 270.66 271.08 0.002750 7.05 801.24 441.45 0.57
d R - h 1116 - 100 2007.00 264.80 271.15 271.39 0.001663 5.65 818.91 450.52 0.45
6ft0 Rerroh 111 600 2712.00 264.80 272.36 272.47 0.000726 4.44 1376.24 473.00 0.31

R 1166. 10 1282.00 265.20 270.53 270.53 271.02 0.004208 7.13 397.95 405.30 0.67
Pi%b Ruch'.. 1166 1763.00 265.20 270.59 271.41 0.007111 9.36 419.92 410.91 0.87
Rwh 1168 ':. 100 r 2007.00 265.20 271.19 271.52 0.002937 6.67 680.21 444.47 0.58
" Raech. 1186 $00 Y? 2712.00 285.20 272.39 272.52 0.001020 4.65 1229.16 472.67 0.35

R11e4h 1218 - 10 r 1282.00 265.50 270.84 270.84 271.49 0.004534 7.31 299.15 259.76 0.70
rMO -R?liOh 1218 N)T 1763.00 265.50 271.19 271.19 271.91 0.004896 8.11 392.93 282.86 0.74
eA Row, 1218 100 2007.00 265.50 271.34 271.34 272.09 0.005036 8.45 436.97 293.07 0.76
EMIltf Rwh 1216 NO 2712.00 265.50 272.23 272.71 0.002914 7.38 723.58 356.79 0.60

R"ry Ft Wh 1268 10 1282.00 265.70 271.03 271.03 272.08 0.005793 8.49 196.28 146.74 0.80
U"M Rwh 1
kit

1763.00

265.70

271.76

271.76

272.71

0.004573

6.56

334.81

247.57

0.73
tl Raach 1268:.. ' 100. r 2007.00 265.70 272.14 272.14 272.96 0.003796 8.26 442.98 312.87 0.68
b Rfaoh 1268 -' 600 2712.00 265.70 272.56 272.56 273.47 0.004125 9.12 577.95 333.56 0.72
i
Reach 1310 1 1282.00 265.75 271.64 269.84 272.31 0.002657 6.55 195.76 44.47 0.55
FddBti E2lMOh 1318 60 1763.00 265.75 271.85 270.73 273.00 0.004422 8.59 205.14 45.39 0.71
'R h ' 1318 100 2007.00 265.75 271.94 271.13 273.37 0.005415 9.58 209.44 45.81 0.79
@ufiB R h 1318 600 2712.00 265.75 272.17 272.17 274.53 0.008470 12.33 220.18 65.85 0.99

h 1 Culvert

"Reath 1453 {0 1282.00 266.13 273.72 269.92 274.02 0.000920 4.39 292.30 237.90 0.30
td$U R h 1463 1763.00 266.13 276.39 270.73 276.68 0.000563 4.30 410.02 329.84 0.25
Oosuna Mtlh 1463 1 - 2007.00 266.13 276.91 271.09 277.24 0.000611 4.64 432.51 339.37 0.26
1463 500 2712.00 266.13 279.51 271.96 279.89 0.000510 4.96 546.92 363.88 0.25

1482 1 535.00 267.30 273.99 274.06 0.000418 2.15 249.81 68.09 0.19
"tft 7462 738.00 287.30 278.89 276.72 0.000096 1.44 608.06 167.85 0.10
1462 100 r 838.00 267.30 277.25 277.28 0.000084 1.42 704.45 173.43 0.09
1482: 1133.00 267.30 279.91 279.93 0.000035 1.12 1200.14 199.28 0.06
i
Reach . 1618 10.' - 535.00 267.57 273.99 274.16 0.001692 3.30 162.35 61.21 0.36
" 8 Rexh:.. 1678 '. 80 736.00 267.57 276.68 276.74 0.000249 1.99 407,04 113.72 0.15
R 1678 100 y 838.00 267.57 277.24 277.30 0.000216 1.98 475.83 142.93 0.14
"O Rwh 167 500 1133.00 267.57 279.91 279.94 0.000071 1.46 915.86 177.51 0.09

R h
_. 1702 - 10 535.00 267.65 274.19 274.21 0.000111 1.23 482.10 151.50 0.10
o
R 170$. 60 736.00 267.65 276.74 276.75 0.000032 0.87 913.49 186.21 0.06
Reectl 170 100 638.00 267.65 277.30 277.31 0.000031 0.90 1029.48 213.38 0.08
" Reach. 1702- 6b0 1133.00 267.65 279.93 279.94 0.000016 0.77 1617.91 234.75 0.04

odliwv kWh 1790 10 535.00 268.40 274.20 274.22 0.000183 1.34 459.87 181.04 0.12
FXiono ROW 1 736.00 268.40 276.74 276.75 0.000037 0.85 968.38 220.18 0.06
?fttjrv Aws i 1790. . 100 838.00 268.40 277.31 _277.31 0.000033 0.86 1096.33 236.68 0.08
E1f19t1 Reaoh 1790 600 1133.00 288.40 279.94 279.94 0.000015 0.71 1778.84 271.91 0.04

Awh 1680 - ? 10 535.00 269.28 273.50 273.50 274.77 0.014680 9.02 59.28 23.84 1.01
:?i I ' Reach 1860 60 738.00 269.28 276.51 276.87 0.002108 4.84 158.01 56.73 0.42
' Reach 1660.. 10b. 838.00 269.28 277.09 277.42 0.001723 4.66 193.39 64.26 0.36
- Reach 1860 600 ' 1133.00 269.28 279.86 279.96 0.000388 , 2.98 452.43 118.81 0.19

Reeoh 1960 -O 535.00 269.30 274.87 272.19 275.13 0.001673 1 4.11 130.18 31.19 0.35
Reaoh 1960 736.00 289.30 276.74 272.84 276.97 0.000932 1 3.91 188.01 37.28 0.28
Reath 1960 100 836.00 269.30 277.25 273.18 277.51 0,000923 4.11 203.85 38.94 0.28
X11 - Rmh 1tb0 600 r 1133.00 269.30 279.80 273.99 280.05 0.000565 1 4.00 283.10 84.77 0.23

•
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culvert

' 2021 535.00 269.75 276.37 273.31 278.58 0.001002 3.61 148.30 38.33 0.29
r 736.00 269.75 279.18 273,97 279.3
3
0.000408
3.13
235.11
78.91
0.20
-04 838.00 269.75 280.46 274.25 280.61 0.000314 3.05 275.03 85.33 0.18
2021 qyri 1133.00 269.75 283.88 274.98 284.00 0.000195 2.98 380.33 119.76 0.15
M
r r 492.00 270.70 276.39 276.61 0.001683 3.75 131.05 36.73 0.35
,
683.00
270.70
279.25
279.34
0.000426
2.51
304.17
129.98
0.19
ift 205
781.00
270.70
280.58
260.82
0.000178
1.85
532.93
188.76
0.13
*Wh 1090.00 270.70 284.00 284.01 0.000033 1.04 1242.55 225.24 0.06

koft i 1 ' 1 492.00 271.25 276.29 277.00 0.008939 6.77 72.71 25.33 0.70
1 R-dIh 141 yr" 883.00 271.25 279.20 279.45 0.001387 4.01 185.29 92.02 0.34
" R 781.00 271.25 280.59 280.65 0.000351 2.32 482.52 264.50 0.18
n "' 121 r 1090.00 271.25 284.00 284.01 0.000029 0.90 1444,87 306.05 0.05

10, 492.00 272.03 277.08 277.54 0.003928 5.45 90.34 28.63 0.54
tl
00
683.00
272.03
279.33
279.59
0.001463
4.12
188.02
39.96
0.35
'R 1
so Yr
781.00
272.03
280.55
280.74
0.000860
3.55
236.69
88.09
0.27
f4aWh 1 1090.00 272.03 283.99 284.03 0.000130 1.89 699,94 162.64 0.12

R4rCh 4351 492.00 272.51 277.48 277.87 0.002691 4.98 98,74 22.33 0.42
soft, - Ae86h.'- 2321 . 683.00 272.51 279.43 279.78 0.001775 4.78 143.83 23.67 0.34
1 `" 1 781.00 272.51 280.59 260.89 0.001802 4.37 171188 37.05 0.35
+SM6t1. _- 5341=' `" 600 1090.00 272.51 283.98 284.06 0.000337 2.56 498.84 126.00 0.17

2421, 492.00 272.76 277.51 278.54 0.010965 8.15 60.38 22.17 0.87
N -A : 1421 80 683.00 272,76 279.54 280.10 0.003934 6.02 113.39 30.18 0.55
2421 781.00 272.76 280.72 281.13 0.002360 5.15 151.78 34.80 0.43
ReeaIt 42 ' -5 600 1090.00 272.76 283.95 284.14 0.000651 3.85 341.58 110.47 0.25

h :.' 641 - {0 492.00 274.10 278.59 278.52 279.83 0.013785 8.94 55.03 20.69 0.97
2621 683.00 274,10 279.75 279.25 280.84 0.009323 8.40 81.35 24.94 0.82
ReeG1 ,. 1 100 781.00 274.10 280.80 279.68 281.59 0.005483 7.12 109.77 28.90 0.64
R" 562 1090.00 274.10 283.91 280.47 284.30 0.001885 5.00 220.88 51.52 0.38

_.R h . 2449. . 10 492.00 274,74 280.28 280.67 0.003180 5.01 98,11 30.09 0.49
ftptakh $Q49 60 683.00 274.74 281.10 281,57 0.003248 5.50 124.13 33.55 0.50
b?j 1A0. 781.00 274.74 281.88 282.12 0.002863 5.43 143,71 35.94 0.48
A 2849 00 274.74 284.20 284.49 0.001267 4.39 248.81 50.98 0.33

Region - 2718 1 492.00 274.91 280.48 280.95 0.004144 5.52 89.16 28.79 0.65
?? Remah 2718 V 274,91 281.29 281.85 0.004124 5.98 114.25 32.57 0.58
21ib
-yo 274.91 281.83 282.37 0.003643 5.90 132.41 35.07 0.53
274,91 284.26 284.61 0.001574 4.70 233,15 53.57 0.37

6hoh.: 2768 i 492.00 275.24 280.66 281.19 0.004771 5.80 84.82 28.38 0.59
kWh' 270b 883.00 275.24 281.48 282.08 0.004647 6.24 109.47 32.13 0.60
R h ' 27" 1 781,00 275.24 281.99 282.58 0.004131 6.18 128.47 34.49 0.57
X1)1 Aeeah 2 1090.00 275.24 264.32 284.70 0.001813 4.96 221.22 55.57 0.39

tooftow 2818' : 10 492.00 276.13 281.11 278.81 281.35 0.001580 3.91 125.77 34.16 0.35
"A h'..'.. 2818 ` - 60 68100 278,13 281.93 279.41 282.24 0.001564 4.46 153.00 37.31 0.37
2818 100 781.00 278.13 262.39 279,89 282.73 0.001512 4.84 168.17 39,06 0.36
R p18 swvt 1090.00 276.13 284.44 280.48 284.77 0.000955 4.62 235.74 46.87 0.30

Abeoh . 5828 Culvert

0414ft x899 1b r 492.00 276.65 282.88 279,50 283.03 0.000776 3.17 155.03 51.97 0.26
6oft ft AW11 120 myt 683.00 276.65 284.54 280.08 284.70 0.000547 3.26 209.74 83.85 0.23
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Proposed Culvert Analysis
0

0 Proposed Conditions
The Proposed Culvert is 930'. We will maintain the existing inlet invert elevation of the upstream culvert @
276.62 and the existing outlet invert elevation of the downstream culvert @ 269.30. This will help minimize the
disturbance to the creek up and down stream and help maintain a "close to" existing slope. We have chosen to
use 2-84" Spiral Rib type 2 aluminized pipes that have bituminous-coated walls giving it an n value of 0.012.
The culvert will also have a paved inlet. We will use the Existing WSEL calculated by Hec Ras just below the
existing downstream 6'x6' culvert as our starting tailwater condition. Since Hec Ras can not handle culverts this
long, HY-8 was used to model the culvert. Then the resultant headwater was put back into Hec Ras to calculate
the Backwater from the new culverts. We found that the new culvert will adeq 1 uately contain the 100yr flood
without overtopping the roadway. The existing channel is currently lined with class II Rip Rap and will need to
be re stabilized at the Invert In and Invert Out. Based on a scour analysis at least 50' Of Class II Rip Rap is
required at the downstream end.
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Park Center Retail Proposed Double 84" Spiral Rib Corrugated Metal Pipe N=0.012
10 Yr Storm Tailwater=274.90 Q=492 cfs
CURRENT DATE: 02-19-2001 FILE DATE: 2/19/01
CURRENT TIME: 11:04:57 FILE NAME: park
..........................................................................................................................................................
'AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
A. AAAAAAAAAAAAAAAAAAAA FHWA CULVERT ANALYSIS AAAAAAAAAAAAAAAAAAAAAAAAAA
AA ..AAAAAAAAAAAAAAAAAAA HY-8, VERSION 6.1 AAAAAAAAAAAAAAAAAAAAAAAAAA
OAAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA?
3 C 3 SITE DATA 3 CULVERT SHAPE MATERIAL INLET 3
3 U AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA'
3 L 3 INLET OUTLET CULVERT 3 BARRELS 3
3 V 3 ELEV. ELEV. LENGTH 3 SHAPE SPAN RISE MANNING INLET 3
3NO.3 (ft) (ft) (ft) 3 MATERIAL (ft) (ft) n TYPE 3
3 1 3 276.62 269.30 930.03 3 2 CSP 7.00 7.00 .012 CONVENTIONAL3
3 2 3 3 3
3 3 3 3 3
3 4 3 3 3
3 5 3 3 3
3 6 3 3 3
4AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAO
4AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA,AAAAAAAAAAAAAAAAAAAAAAAAA
SUMMARY OF CULVERT FLOWS (cfs) FILE: park DATE: 2/19/01
ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR
276.62 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 1
278.44 49.2 49.2 0.0 0.0 0.0 0.0 0.0 0.00 1
279.06 98.4 98.4 0.0 0.0 0.0 0.0 0.0 0.00 1
279.62 147.6 147.6 0.0 0.0 0.0 0.0 0.0 0.00 1
280.14 196.8 196.8 0.0 0.0 0.0 0.0 0.0 0.00 1
280.62 246.0 246.0 0.0 0.0 0.0 0.0 0.0 0.00 1
281.07 295.2 295.2 0.0 0.0 0.0 0.0 0.0 0.00 1
281.50 344.4 344.4 0.0 0.0 0.0 0.0 0.0 0.00 1
281.92 393.6 393.6 0.0 0.0 0.0 0.0 0.0 0.00 1
282.33 442.8 442.8 0.0 0.0 0.0 0.0 0.0 0.00 1
73
.,40 492.0
879.7 492.0
879.7 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.00 1
OVERTOPPING
?AAAAAAAAAAAAAAAAAAAAAA,AAAAAAAAAAAAAAAAAAAAAAAAAAA,AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: park DATE: 2/19/01
HEAD HEAD TOTAL FLOW % FLOW
ELEV (ft) ERROR (ft) FLOW (Cfs) ERROR (cfs) ERROR
276.62 0.000 0.00 0.00 0.00
278.44 0.000 49.20 0.00 0.00
279.06 0.000 98.40 0.00 0.00
279.62 0.000 147.60 0.00 0.00
280.14 0.000 196.80 0.00 0.00
280.62 0.000 246.00 0.00 0.00
281.07 0.000 295.20 0.00 0.00
281.50 0.000 344.40 0.00 0.00
281.92 0.000 393.60 0.00 0.00
282.33 0.000 442.80 0.00 0.00
282.73 0.000 492.00 0.00 0.00
,AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAAA,AAAAAAAAAAAAAAAAAAAAAAAAAAAA AAAAAAAAAAAA
<1> TOLERANCE (ft) = 0.010 <2> TOLERANCE (%) = 1.000
,AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAAAAAAAAAAA
0
:URRENT DATE: 02-19-2001 FILE DATE: 2/19/01 E
:URRENT TIME: 11:04:57 FILE NAME: park
.............................................................................................................................................................
aAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
PERFORMANCE CURVE FOR CULVERT 1 - 2( 7.00 (ft) BY 7.00 (ft)) CSP
'AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
HEAD- INLET OUTLET
GE WATER CONTROL CONTROL FLOW NORMAL CRIT. OUTLET TW OUTLET TW
OW OW ELEV. DEPTH DEPTH TYPE DEPTH DEPTH DEPTH DEPTH VEL. VEL.
(cfs) .. .. .. .. (ft) .. .. .. (ft) .. .. .. .. (ft) ...... <F4>...... (ft) ...... (ft) ...... (ft) ...... (ft) .. .. (fps) .... (fps) ..
?AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
0.00 276.62 0.00 0.00 0-NF 0.00 0.00 0.00 5.60 0.00 0.00
49.20 278.44 1.82 1.82 1-S2n 0.90 1.21 0.81 5.60 9.61 0.00
98.40 279.06 2.44 2.44 1-s2n 1.32 1.75 1.25 5.60 10.41 0.00
147.60 279.62 3.00 3.00 1-S2n 1.61 2.18 1.62 5.60 10.80 0.00
196.80 280.14 3.52 3.52 1-S2n 1.87 2.53 1.83 5.60 12.22 0.00
246.00 280.62 4.00 4.00 1-S2n 2.12 2.85 2.05 5.60 13.04 0.00
295.20 281.07 4.45 4.45 1-S2n 2.32 3.13 2.23 5.60 13.97 0.00
344.40 281.50 4.88 4.88 1-S2n 2.51 3.40 2.53 5.60 13.67 0.00
393.60 281.92 5.30 5.30 1-S2n 2.71 3.65 2.65 5.60 14.74 0.00
442.80 282.33 5.71 5.71 1-S2n 2.90 3.87 2.91 5.60 14.63 0.00
492.00 282.73 6.11 6.11 1-S2n 3.07 4.10 3.00 5.60 15.59 0.00
.AAA,AAA,AAA,AAAAAAAAAAAAA4.AAAAAAAAAAAAAAAAA,AAAAAAAAAAAWAAAAAAAAAAAAAAAAAAAAAAAAA
E1. inlet face invert 276.62 ft E1. outlet invert 269.30 ft
E1. inlet throat invert 0.00 ft E1. inlet crest 0.00 ft
.........................................................................
.AAAAAAAAAAAAAAAAAAAAAWAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA"AAAAAAAAAAAA
i°*** SITE DATA ***** CULVERT INVERT
INLET STATION 0.00 ft
INLET ELEVATION 276.62 ft
OUTLET STATION 930.00 ft
OUTLET ELEVATION 269.30 ft
NUMBER OF BARRELS 2
SLOPE (V/H) 0.0079
CULVERT LENGTH ALONG SLOPE 930.03 ft
* CULVERT DATA SUMMARY *?'?°***?°**?°******?°*;°*****
IWARREL SHAPE CIRCULAR
ARREL DIAMETER 7.00 ft
BARREL MATERIAL CORRUGATED STEEL
BARREL MANNING'S n 0.012
INLET TYPE CONVENTIONAL
INLET EDGE AND WALL SQUARE EDGE WITH HEADWALL
INLET DEPRESSION NONE
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA,AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
0
CURRENT DATE: 02-19-2001
CURRENT TIME: 11:04:57
FILE DATE: 2/19/01
FILE NAME: park
................................................................................................................................................................
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
44AAAAAAAAAAAAA4AAAAAA TAILWATER AAAAAAAAAAAAAAAAAAAAAAAAAA
.......................
A, ? ? ? ? A,4AAAAAA,4,4,4,4AA,4,4,4AAAA,4,4A,4AAAAAAAAA,4AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
A,4 ? A,4,4,4A,4AA,4A,4,4AAAAAAAA,4,4,4AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
CONSTANT WATER SURFACE ELEVATION
274.90
.......................................................................................
4,4AAAAAAAAAAAAAAAAAA,4AAAA,A,A,4AAAAAAA,4AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
4AAAAAAAAAAAAAAAAAAAAAAAAA ROADWAY OVERTOPPING DATA AAAAAAAAAAAAAAAAAAAAAAAAAA
....................................................................................................................................
4AAAAAAAAAAAAA
.AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
ROADWAY SURFACE PAVED
EMBANKMENT TOP WIDTH 908.00 A
CREST LENGTH 100.00 A
OVERTOPPING CREST ELEVATION 286.40 A
........................................................................................................
aAAAAAAAAAA4AAAAAAAAAAAAAAAA .AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
is
0
Park Center Retail Proposed Double 84" spiral Rib Corrugated Metal Pipe N=0.012
50 Yr Storm Tailwater=276.7 Q=683 cfs
CURRENT DATE: 02-19-2001 FILE DATE: 2/19/01 E
CURRENT TIME: 11:06:50 FILE NAME: park
.............................................................................................................................
o ''AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
k AAAAAAAAAAAAAAAAAAAA FHWA CULVERT ANALYSIS AAAAAAAAAAAAAAAAAAAAAAAAAA
4A A'AAA AAAAWAAAWA HY-8, VERSION 6.1 AAAAAAAAAAAAAAAAAAAAAAAAAA
.JAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAZ
3 C 3 SITE DATA 3 CULVERT SHAPE MATERIAL INLET 3
3 U AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA'
3 L 3 INLET OUTLET CULVERT 3 BARRELS 3
3 V 3 ELEV. ELEV. LENGTH 3 SHAPE SPAN RISE MANNING INLET 3
3NO.3 (ft) (ft) (ft) 3 MATERIAL (ft) (ft) n TYPE 3
3 1 3 276.62 269.30 930.03 3 2 CSP 7.00 7.00 .012 CONVENTIONAL3
3 2 3 3 3
3 3 3 3 3
3 4 3 3 3
3 5 3 3 3
3 6 3 3 3
aAAA ............ .............................................................................................. .
,AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAU
aAAAAAAA,4AA,4,4,4,4,4AA,4AA,4AAAAA,4AAAAA,4AAAAA,4AAAA,4A,4,4,4,4,4A,4,4,4,4A,4,4AAAAAAAAA,4AAAA?,AA,4AAA
SUMMARY OF CULVERT FLOWS (Cfs) FILE: park DATE: 2/19/01
ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR
276.70 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 1
278.69 68.3 68.3 0.0 0.0 0.0 0.0 0.0 0.00 1
279.50 136.6 136.6 0.0 0.0 0.0 0.0 0.0 0.00 1
280.22 204.9 204.9 0.0 0.0 0.0 0.0 0.0 0.00 1
280.87 273.2 273.2 0.0 0.0 0.0 0.0 0.0 0.00 1
281.47 341.5 341.5 0.0 0.0 0.0 0.0 0.0 0.00 1
282.05 409.8 409.8 0.0 0.0 0.0 0.0 0.0 0.00 1
282.62 478.1 478.1 0.0 0.0 0.0 0.0 0.0 0.00 1
283.19 546.4 546.4 0.0 0.0 0.0 0.0 0.0 0.00 1
283.78 614.7 614.7 0.0 0.0 0.0 0.0 0.0 0.00 1
84.39 683.0 683.0 0.0 0.0 0.0 0.0 0.0 0.00 1
40 879.8 879.8 0.0 0.0 0.0 0.0 0.0 OVERTOPPING
.kAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: park DATE: 2/19/01
HEAD HEAD TOTAL FLOW % FLOW
ELEV (ft) ERROR (ft) FLOW (Cfs) ERROR (Cfs) ERROR
276.70 0.000 0.00 0.00 0.00
278.69 0.000 68.30 0.00 0.00
279.50 0.000 136.60 0.00 0.00
280.22 0.000 204.90 0.00 0.00
280.87 0.000 273.20 0.00 0.00
281.47 0.000 341.50 0.00 0.00
282.05 0.000 409.80 0.00 0.00
282.62 0.000 478.10 0.00 0.00
283.19 0.000 546.40 0.00 0.00
283.78 0.000 614.70 0.00 0.00
284.39 ..
. 0.000 683.00 0.00 0.00
.
....................
..................
........
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA ............
.......................
..........
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
<1> TOLERANCE (ft) = 0.010 <2> TOLERANCE (%) = 1.000
AA,4AA,QAAAA,4AAA,4,4AAAA AAAAAAAA,4A,4A,4AAAA AAA,4,4AAAAAA AAA,4AA,A,4AAA,4AAAA,4AA,4,4,4,4,4,4,4AAAA,4
0
:URRENT DATE: 02-19-2001 FILE DATE: 2/19/01 E
:URRENT TIME: 11:06:50 FILE NAME: park
kAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
PERFORMANCE CURVE FOR CULVERT 1 - 2( 7.00 (ft) BY 7.00 (ft)) CSP
U AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
HEAD- INLET OUTLET
C E WATER CONTROL CONTROL FLOW NORMAL CRIT. OUTLET TW OUTLET TW
F W ELEV. DEPTH DEPTH TYPE DEPTH DEPTH DEPTH DEPTH VEL. VEL.
(cfs) .. .. .. .. (ft) .. .. .. (ft) .. .. .. .. (ft) .. .. ..<F4>.... .. (ft) .. .. .. (ft) .. .. .. (ft) .. .... Cft) .. .. (fP. s) .... Cfps) ..
?AAAAAAAAAA,A,4,AAAAAAA,4AAAAAA,4AAAAAAAAAAAAAA,4AAAAAAAAAAAAAAAAAAAA,4AAAAAAAAAAAAAAAA
0.00 276.70 0.00 0.08 0-NF 0.00 0.00 0.00 7.40 0.00 0.00
68.30 278.69 2.07 2.07 1-Slf 1.06 1.46 1.60 7.40 5.11 0.00
136.60 279.50 2.88 2.88 1-Slf 1.55 2.11 2.30 7.40 6.18 0.00
204.90 280.22 3.60 3.60 1-Slf 1.91 2.58 2.70 7.40 7.47 0.00
273.20 280.87 4.25 4.25 1-Slf 2.23 3.01 3.20 7.40 7.96 0.00
341.50 281.47 4.85 4.85 1-Slf 2.50 3.39 3.50 7.40 8.87 0.00
409.80 282.05 5.43 5.43 1-Slf 2.78 3.72 3.90 7.40 9.30 0.00
478.10 282.62 6.00 6.00 1-Slf 3.02 4.04 4.20 7.40 9.92 0.00
546.40 283.19 6.57 6.57 1-Slf 3.26 4.33 4.50 7.40 10.46 0.00
614.70 283.78 7.16 7.16 1-Slf 3.49 4.60 4.70 7.40 11.20 0.00
683.00 284.39 7.77 7.77 1-S1f 3.72 4.87 5.00 7.40 11.62 0.00
,AAAAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
E1. inlet face invert 276.62 ft El. outlet invert 269.30 ft
El. inlet throat invert 0.00 ft El. inlet crest 0.00 ft
..........................................................................................
AAAAAAAAAAAA
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
**** SITE DATA ***** CULVERT INVERT ****?`**' *'`**'`
INLET STATION 0.00 ft
INLET ELEVATION 276.62 ft
OUTLET STATION 930.00 ft
OUTLET ELEVATION 269.30 ft
NUMBER OF BARRELS 2
SLOPE (V/H) 0.0079
CULVERT LENGTH ALONG SLOPE 930.03 ft
* CULVERT DATA SUMMARY ?`**?`********'`;`********?°*
BARREL SHAPE CIRCULAR
ARREL DIAMETER 7.00 ft
BARREL MATERIAL CORRUGATED STEEL
BARREL MANNING'S n 0.012
INLET TYPE CONVENTIONAL
INLET EDGE AND WALL SQUARE EDGE WITH HEADWALL
INLET DEPRESSION NONE
4AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
11
Park Center Retail Proposed Double 84" Spiral Rib corrugated metal Pipe N=0.012
100 Yr Storm Tailwater=277.30 Q=781 Us
CURRENT DATE: 02-19-2001 FILE DATE: 2/19/01 E
CURRENT TIME: 11:09:00 FILE NAME: park
............................. .
F 'AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
A. AAAAAAAAAAAAAAAAAAAAA FHWA CULVERT ANALYSIS AAAAAAAAAAAAAAAAAAAAAAAAAA
A.
AA?WW . AAAAAAAAAAAAAAAAAAAA HY-8, VERSION 6.1 AAAAAAAAAAAAAAAAAAAAAAAAAA
UAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAZ
3 C 3 SITE DATA 3 CULVERT SHAPE MATERIAL INLET 3
3 U AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA,
3 L 3 INLET OUTLET CULVERT 3 BARRELS 3
3 V 3 ELEV. ELEV. LENGTH 3 SHAPE SPAN RISE MANNING INLET 3
3NO.3 (ft) (ft) (ft) 3 MATERIAL (ft) (ft) n TYPE 3
3 1 3 276.62 269.30 930.03 3 2 CSP 7.00 7.00 .012 CONVENTIONAL3
3 2 3 3 3
3 3 3 3 3
3 4 3 3 3
3 5 3 3 3
3 6 3 3 3
4AAAAA4AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAU
4A,4,4,4,4,4A,AA,4AAAAAAAAAA,4AAAA,4,4AA,4,4AA,4AAAA,4,4AA,4AAAAAAAA,4A,4,4,4AA,4,4A,4,4AAA,4,4A,4,4A,4AA,4A,4,4
SUMMARY OF CULVERT FLOWS (CfS) FILE: park DATE: 2/19/01
ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR
277.30 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 1
278.81 78.1 78.1 0.0 0.0 0.0 0.0 0.0 0.00 1
279.71 156.2 156.2 0.0 0.0 0.0 0.0 0.0 0.00 1
280.50 234.3 234.3 0.0 0.0 0.0 0.0 0.0 0.00 1
281.22 312.4 312.4 0.0 0.0 0.0 0.0 0.0 0.00 1
281.89 390.5 390.5 0.0 0.0 0.0 0.0 0.0 0.00 1
282.54 468.6 468.6 0.0 0.0 0.0 0.0 0.0 0.00 1
283.19 546.7 546.7 0.0 0.0 0.0 0.0 0.0 0.00 1
283.87 624.8 624.8 0.0 0.0 0.0 0.0 0.0 0.00 1
?84.58 702.9 702.9 0.0 0.0 0.0 0.0 0.0 0.00 1
85.34 781.0 781.0 0.0 0.0 0.0 0.0 0.0 0.00 1
40 879.8 879.8 0.0 0.0 0.0 0.0 0.0 OVERTOPPING
..............................
AAAAAAAAAAAAAAA4AAAAAAAAAA4AAAAAAAAAAAA4AAAAAAAAAAAAAAAAAA4AAAAAAA
SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: park DATE: 2/19/01
HEAD HEAD TOTAL FLOW % FLOW
ELEV (ft) ERROR (ft) FLOW (CfS) ERROR (CfS) ERROR
277.30 0.000 0.00 0.00 0.00
278.81 0.000 78.10 0.00 0.00
279.71 0.000 156.20 0.00 0.00
280.50 0.000 234.30 0.00 0.00
281.22 0.000 312.40 0.00 0.00
281.89 0.000 390.50 0.00 0.00
282.54 0.000 468.60 0.00 0.00
283.19 0.000 546.70 0.00 0.00
283.87 0.000 624.80 0.00 0.00
284.58 0.000 702.90 0.00 0.00
285.34 0.000 781.00 0.00 0.00
..................
....................
...................AAAAAAAAA
,AAAAAAAAAAAAAAAAAAAAAAAA4AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA ....
..........
AAAAAAAAAAA
<0 TOLERANCE (ft) = 0.010 <2> TOLERANCE (%) = 1.000
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAAAAAAAAAA
0
CURRENT DATE: 02-19-2001 FILE DATE: 2/19/01 E
CURRENT TIME: 11:09:00 FILE NAME:.. .....park
......................................................................................................................................
4AA,4,4AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
PERFORMANCE CURVE FOR CULVERT 1 - 2( 7.00 (ft) BY 7.00 (ft)) CSP
?4,4AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA,4AAAAAA,4AAAA,4,4,4AAAAAAAAA,4,4A,4,4
HEAD- INLET OUTLET
E WATER CONTROL CONTROL FLOW NORMAL CRIT. OUTLET TW OUTLET TW
cow- ELEV. DEPTH DEPTH TYPE DEPTH DEPTH DEPTH DEPTH VEL. VEL.
(cfs) ........ (ft) .. .. .. (ft)......... (ft) .. .. ..<F4>...... (ft) .. .. .. (ft) .. .. .. (ft) .. .. .. (ft) .. .. (fps) .. .. (fps) ..
aAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
0.00 277.30 0.00 0.68 0-NF 0.00 0.00 0.00 8.00 0.00 0.00
78.10 278.81 2.19 2.19 1-Slf 1.15 1.56 1.70 8.00 5.35 0.00
156.20 279.71 3.09 3.09 1-Slf 1.65 2.24 2.40 8.00 6.67 0.00
234.30 280.50 3.88 3.88 1-Slf 2.06 2.79 2.90 8.00 7.77 0.00
312.40 281.22 4.60 4.60 1-Slf 2.39 3.22 3.40 8.00 8.42 0.00
390.50 281.89 5.27 5.27 1-Slf 2.70 3.63 3.80 8.00 9.15 0.00
468.60 282.54 5.92 5.92 1-Slf 2.99 3.99 4.10 8.00 10.01 0.00
546.70 283.19 6.57 6.57 1-Slf 3.26 4.33 4.50 8.00 10.47 0.00
624.80 283.87 7.25 7.25 1-S1f 3.53 4.64 4.80 8.00 11.11 0.00
702.90 284.58 7.96 7.96 1-S1f 3.79 4.94 5.10 8.00 11.72 0.00
781.00 285.34 8.72 8.72 1-s1f 4.04 5.19 5.30 8.00 12.52 0.00
AAA,4AAAAAAAAAAA,4AAA,4AAAA,4,4A,4,4,4AA,4A,4,4,4AAA,4A,4,4AAA,4AAA,4AAAAAAAA,4A,4,4,4A,4A,4,4AAAAAAAA,4,4
E1. inlet face invert 276.62 ft E1. outlet invert 269.30 ft
E1. inlet throat invert 0.00 ft E1. inlet crest 0.00 ft
?AAAAAAAAAA,4AAA,4AAA,4AAAA,4A,4AA,4AAAAAAA,4AA,4,4AA,4,4,4AAA,4AAAAAA,4AAAA,4AA,4,4,4AAAA,dAAAAA,4,4
**** SITE DATA ***** CULVERT INVERT **********?`*?`*
INLET STATION 0.00 ft
INLET ELEVATION 276.62 ft
OUTLET STATION 930.00 ft
OUTLET ELEVATION 269.30 ft
NUMBER OF BARRELS 2
SLOPE (V/H) 0.0079
CULVERT LENGTH ALONG SLOPE 930.03 ft
* CULVERT DATA SUMMARY *ic4tsY9tiriricirriciririri;iriririrririririr
ARREL SHAPE CIRCULAR
ARREL DIAMETER 7.00 ft
BARREL MATERIAL CORRUGATED STEEL
BARREL MANNING'S n 0.012
INLET TYPE CONVENTIONAL
INLET EDGE AND WALL SQUARE EDGE WITH HEADWALL
INLET DEPRESSION NONE
,AAAAAAAAAAAWAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
0
CURRENT DATE: 02-19-2001
CURRENT TIME: 11:09:00
FILE DATE: 2/19/01
FILE NAME: park
................................................................................................................................................................
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
A4A4AAAAAAAAAAA4AAAAAA TAILWATER AAAAAAAAAAAAAAAAAAAAAAAAAA
A. iQAAAAAAAAAAAA4AAAA44A444AA4A444A4A444444A4AA44A4AA44A44000OOOAAAAAAAAAAAAAA
CONSTANT WATER SURFACE ELEVATION
277.30
................................................................................................................................................................
4AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
4AAAAAAAAAAAAAAAAAAAAAAAAA ROADWAY OVERTOPPING DATA AAAAAAAAAAAAAAAAAAAAAAAAAA
...........................................................................................................
4AAAAAAAAAAAAAAAAAAAAAAAAAA
.AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
ROADWAY SURFACE PAVED
EMBANKMENT TOP WIDTH 908.00 ft
CREST LENGTH 100.00 ft
OVERTOPPING CREST ELEVATION 286.40 ft
.....................................................................................................................................
aAAAAAAAAAAA,4AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
r
0
FHWA CULVERT ANALYSIS, HY-8, VERSION 6.1
is Rip Rap Energy Disapator 2yr storm Q=420 cfs
................................................................................................................................................
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
CULVERT AND CHANNEL DATA
...............................................................................................................................................
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
CULVERT NO. 1 DOWNSTREAM CHANNEL
CULVERT TYPE: 7.000 ft CIRCULAR CHANNEL TYPE : TRAPEZOIDAL
CULVERT LENGTH = 930.029 ft BOTTOM WIDTH = 8.000 ft
NO. OF BARRELS = 2.0 TAILWATER DEPTH = %-269.300
FLOW PER BARREL = 210.000 cfs TOTAL DESIGN FLOW = 420.000 cfs
INVERT ELEVATION = 269.300 ft BOTTOM ELEVATION = 269.300 ft
OUTLET VELOCITY = 14.820 fps NORMAL VELOCITY = 6.266 fps
OUTLET DEPTH = 2.770 ft
AAAAA,4A,4A,4,4A,4,4,4A,4,4AA,4A,4AA,4,4,4A,4,4AA,4AAAAA,4,4A,4AA,4A,4A,4AAA,4,4,4A,4AA,4,4,4A,4,4,4A,4,4,4A
AAAA,4AAAAAAA,4AA,4A,4AA,4,4A,4A,4A,4AA,4A,4,AAAAAAA,4,4,4,4AA,4,4,4A,4A,4A,4,4,4,4,4AAA,4,4,4AAA,4AAA
RIPRAP STILLING BASIN -- FINAL DESIGN
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAAAAAAAAAAAAAA
THE LENGTH OF THE BASIN = 30.810 ft
• THE
THE LENGTH OF THE POOL =
LENGTH OF THE APRON 21.000
9.810 ft
ft
THE WIDTH OF THE BASIN AT THE OUTLET = 8.000 ft
THE DEPTH OF POOL BELOW CULVERT INVERT = 1.962 ft
THE THICKNESS OF THE RIPRAP ON THE APRON = 3.300 ft
THE THICKNESS OF THE RIPRAP ON THE REST OF THE BASIN = 2.250 ft
THE BASIN OUTLET VELOCITY = 7.370 fps
THE DEPTH OF FLOW AT BASIN OUTLET = 3.562 ft

......................................................................................
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
0
FROM : LANE ENTERPRISES BUD PITTMAN FAX NO. : 9198701846 Feb. 16 2001 12:17PM P1
Sent By: Lane Enterprises; 1 704 872 4650 Feb-16-Di 12:41PM; Page M
To: Dud Pittman At! 19198701946

Specifiratioa for Storm Drain Pipe
PIPE: 94" Storm Drain shalt be Spiral Rib Corrugated Metal Pipe as
manufactured by Dune Exmerprises, or "ual approved in writing prior to bid
date, utilizing a corrugation profile of %7 x %" x 7 W. Pipe shall be made
loss and shall be Aluminized Type 2 steel per AASHTO M274 and. ASTM
A929, Hilly bituminous coated with a paved invert. ConviWed metal pipe
shall be consbucted with a continuovs lockseam per AASHTO M36 and
shall be rerolled on mob and.
JOINTS: CoupliW ban& must be composed of the same material as the
pipe. The coupling band shall be Lane C12-1-0 or approved equal. Bands
must be 12" wider, angaged at least 2 oonAWtions on each eW of the pipe,
and use neoprene Vskeds 3/9" in thickness. All couplers must coaform to
AASHTO M-36 and ASTM A760. Bands we to be WMPPed with filter
Sbfic by cwdraoW attcr installation.
•
0
FROM : LANE ENTERPRISES BUD PITTMAN FAX NO. : 9198701846 Feb. 20 2001 12:29PM P2

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.9,000 psi.
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O?oF W A rF9 pG Michael F. Easley
\ Governor
Sherri Evans-Stanton, Acting Secretary
>_ y Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
March 9, 2001
Durham County
DWQ Project # 001338
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Michael Thornton
SOFI IV RTP LLC
100 Park Drive, Ste 108
Durham. NC 27709
Dear Mr. Thornton:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 988
linear feet of streams for the purpose of constructing the SOFT IV RTP LLC facility as described in your application dated
October 20, 2000 with supplements dated January 18, 2001 and February 12, 2001. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3289. This certification allows you to use
Nationwide Permit Number 39 when the Corps of Engineers issues it. In addition, you should get any other federal, state cr
local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal
Stormwater, Non-Discharge and Water Supply Water shed regulations. This approval will expire when the accompanying
404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If
you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with a l
conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be requirei
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in tr.e
attached certification and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and streams to notify the stare
in order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days cf
the date of this letter or the issuance of the 404 Permit (whichever is later).
2. An additional condition is that a final, written stormwater management plan as described in the February 12, 2001submittal from
Stewart Engineering shall be constructed. Also, before any permanent building is occupied at the subject site, the facilities, as
approved by this Office, shall be constructed and operational, and the stormwater management plan, as approved by this Office
shall be implemented.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must ac:
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter
150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-
7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Dorney at 919-733-9646.
inc ly,
tevens
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Todd St. John
Kevin Martin; Soil & Environmental Consultants
191
d*
A
NCDENka
Division of Water Quality 1621 Mail Service Center Raleigh, NC 27699-1621
Wetlands/401 Unit: [phone]
Fax: [phone]
John,
Mitchell and I looked at this project on Tuesday. The project is to culvert 988' feet of a
UT to Burdens Creek at Research Triangle Park. Apparently the Corps called this an
unimportant stream but in my opinion both upstream tributaries and the impacted reach
are perennial features. I would recommend that mitigation be required. According to
Steve Mitchell there was a plan to restore a section of a nearby UT within the project
area. I also looked at this stream and thought that restoration could be done, but we
would need to see a mitigation plan that addresses this. Does this address your concerns?
Environmental Consultants, Inc.
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
MEMORANDUM
S
TO: John Dorney (NCDWQ)
?11T?cA, ?lc (, t(?i
FROM: Kevin Martin
CC: John Wood, Cline Davis (836-1280 fax)
Drew Baird, Stewart Engineering (380-8752 fax)
RE: Your 12/18/00 letter to SOFI IV RTP LLC DWQ #001338
The purpose of this memo is to respond to your letter regarding the
above named project.
1. The project engineer (Drew Baird, Stewart Engineering) has
previously been in contact with Todd St. John of your office and
will follow up on your letter with 4im.
2. Based on a site meeting with Steve Mitchell of your office, he
indicated that no stream mitigation would be required for the
impacts to the previously relocated and rip rapped channel as long
as impacts to Burdens Creek itself did not occur and as long as a
buffer along it in its current state is maintained. Previously this
was to meet minimization and avoidance criteria. Burdens Creek
has been partially rip rapped in the past but has ±30 year old
trees along most of its length along the project. The northern
section has a dense shrub sapling understory while the southern
end has an open "park like" look of grass and large trees. Mr.
Mitchell said he would support enhancement plantings or other
stream enhancement if it were ever proposed but was not requiring
it for this permit.
Mr. Mitchell advised me that he had previously sent in a report to
your office on this project but would follow up by email on 12/20/00.
Please advise if he did not or if his comments were not consistent with
mine. If you need anything else to process this application please call.
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Western Branch Offices: [phone] • [phone] • [phone]
12/27/2000 10:44 9198469467 S EC f PAGE 01
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12/27/2000 10:44 9198469467 S EC PAGE 02
Soil & Enviro Ccstlts, C.
'11010 Raven Ridjo Road • Raleigb, North 27614 Ph=:(919)94&59M • Fax-(919)$46-%V
Web+AOwww.SondEc.com
uz?
i

John Dorney (NCDWQ) +
FROM: Kevin Martin
M.
Your 12/ 18/00 letter to SOFI 1V RT LLC DWQ00'133E
f

CC John Wood, Cline Davis .(836-1280 ax)
Drew Baird, Stewart' Pngineering (3 0-8752 fax)
The purpose of this memo is to respo> d to your letter regarding the
we named project.
1. The project engineer (Drew Baird, Stetwai t Engineering) has s.
previously been in contact. with Todd pt, John of your office and
will follow up on your letter with him:.
f
2. Based on a site meeting with Stevie M
indicated that no atre8in tigatiasn .vs
impacts to the previously relocated as
as ixopacts to Burdens Creek itself dig
buffer along it in its. current 'state is n
was to meet minnriization and avoid$
has. been partially; rip rapped: in. the p
trees along most of its length along i
section has a dense. shrub aplirig.nn
end has an open "pa k likes look of g=
Mitchell said he would Support erihar,
stream enhancement if it were ever p1
it for this permit.
ehell of your ofhcc, he
uld be required; for: the
i rip rapped channel as long s
not occur and as :long as a
lintained.. Previottly this
ce criteria. burdens Creek
9t but has ±30: year old
project. The northern
etstory while the southtm
ss and large trees., Mr.
einent plantings of.other
posed but was not requiring
5
Mr: Mitchell advised me, that he had previously sent in a. report to
x office on this project but would follow "p. by email on 12/20/00.
use advise if he did not,' or if his' cOOMerit WCre.not consist6nt.with
ie. If you need anything else to process-ants application please can.
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1te?
9 NCUM-,sand WatwdW BUffer-EValuadona . clloondwa r Hpdrolo?j`' Eae?i"g??pd $1?beia
E vVe'rorn Beawh ol$cea (928) 635 S8 o (8 ) ? 2 790z (764) sib.
Storm Water Impact Analysis
For the proposed
PARK CENTER
RTP, North Carolina
Prepared for
CB Richard Ellis, Inc
Agents For
Sofi IV, RTP LLC
Prepared By
Stewart Engineering, Inc.
OE44
S T E W A R T
ENGINEERING

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February 12, 2001 ??? ? ? VU y v
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Stormwater Impact Analysis
For
Park Center
RTP, North Carolina
Prepared for:
CB Richard Ellis, Inc
Agents For
Su6N,IrIPILC
Prepared by:
Stewart Engineering, Inc.
Mr Drew Baird, PE
PO Box 12054
Research Triangle Park, NC 27709
919.380.8750
SEI Project No. 00-1106
February 12, 2001
STORM WATER IMPACT ANALYSIS REPORT FOR
LAKEVIEW PARK
DURHAM, NORTH CAROLINA
1. EXECUTIVE SUMMARY
The proposed Park Center mixed use development is located in the northwest
quadrant of intersection of Davis Drive and NC 54. This is a proposed 20,925 SF
of office building, 53,160 SF of shopping center, 19,700 SF of bank currently
planned to be completed by year 2002. Several of the existing buildings will be
ddmodd to make room for new buildings. For the most part the front half of the
site will remain unchanged with the exception of realigning of parking spaces and
island placement.
The Existing Site is approximately 15.42 Acres in size. The existing
impervious area is approximately 7.04 Ac. and existing vegetative area is
approximately 8.38 Ac. Upon completion of construction proposed impervious
area will increase to approximately 11.20 Ac and vegetative areas at
approximately 4.22 Ac. The site has a drainage ditch cutting the site in half. A
culvert enclosing 935' of this ditch has been proposed. This will prevent the
natural drainage path of water to the south to reach a proposed Stormwater
Management Pond. Since we will be over compensating for impervious areas on
the north side of the ditch due to off site drainage, the small areas of new
pavement on the south side of the project will not be treated.
In the existing conditions all water in the northern part of the site drains to a
storm drainage ditch that runs through the center of the site. We will assume for
worst case situation that the travel time though this system will be 10 min. and for
future conditions that it will remain at 10 minutes.
So Q 2 and Q10 will be as follows for existing and proposed conditions.
Intensity for Durham area for 10 min travel time and 2yr storm will be 4.6
in/hr, and for a I Oyr storm it will be 6.5 in/hr. We will assume a runoff
coefficient of 0.9 for impervious and 0.3 for grass/wooded areas
Q2 Exist. _ ((2.39Ac x 0.9) + (5.20Ac. x 0.3Ac)) x 4.6in/hr = 17 cfs
Q10 Exist. _ ((2.39Ac x 0.9) + (5.20Ac. x 0.3Ac)) x 6.5in/hr = 24 cfs
Q2 Prop. _ ((5.13Ac x 0.9) + (2.45Ac. x 0.3Ac)) x 4.6in/hr = 25 cfs
Q10 Prop. _ ((5.13Ac x 0.9) + (2.45Ac. x 0.3Ac)) x 6.5in/hr = 35 cfs
The increase in runoff for the Q2 is 1-17/25=32%
The increase in runoff for the Q10 is 1-24/35=31%
Since we are greater than 10% we will be required to have a storm water
management facility.
The City of Durham requires a Wet Retention Facility while NCDENR
requires a Wetlands Extended Detention Facility. NCDENR's facility is more
stringent so we will design and size it based on a Wetlands Extended Detention
facility. This basin will retain runoff for both Quality and Quantity.
Following the guidelines from the NCDENR BMP manual the following size
was determined.
Pond Sizing:
For a Wetlands Extended Detention Facility we will use the following SA/DA
ratio:2.78 this is based on a permanent pool depth of 3' and an impervious area of
68% of total site.
Total surface area contributing to permanent pool:
(2.78/100)7.59 Ac (total site contributing) =0.211 Ac
70% of 0.211 Ac=.15 Ac will be designed at a depth of 0-18"
The Temporary water quality pool to be controlled for the 1" storm:
Rv =.05 +.009 (I)
I = Percent impervious of drainage area, Rv is runoff coefficient, inches per
inch.
Rv =.05 +.009(68) = 0.6620
SA=(design rainfall) (Rv) (drainage area)
SA= (1") (0.6620) (7.59) (1'/12") = 0.4187 Ac Ft or 18,239 cu ft
Orifice Sizing:
This will require a draw down time of 2-5 days. Q=CA(2gh) '/2 where h is '/2
the total head. First determine the required areas for the orifices designed to draw
down in 2 days and 5 days. Divide the 1" runoff volume by 172,800 seconds (2
days) and 432,000 seconds (5 days), to get a flow rate for each, then solve the
orifice equation for the area of each orifice by plugging in each flow rate. Use an
average head based on''/2 the temporary pool depth. Then solve for the diameter.
Choose an area or diameter between the two, and check it by solving for Q, using
the orifice equation and an average head based on '/2 the distance from the
centerline of the proposed orifice to the proposed temporary pool elevation. If Q
falls between the 2 and 5 day flow rates, you've got a winner.
Q2day = 18,239 cu ft/172,000 = 0.106cfs
A = Q/ (C(2gh) '/z) = 0.106/(0.6(2x32.2x1.5')'/2 = 2.5
Q5day = 18,239 cu ft/432,000 = 0.042cfs
A = Q/ (C(2gh)'/2) = 0.042/(0.6(2x32.2x1.5')'/2 = 1.0"
So an orifice between 1 and 2.5 inches will work.
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S T E W A R T
ENGINEERING
TO: Todd StJohn
Dept Of Water Quality
IOU 5 1 83?
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LETTER OF TRANSMITTAL
DATE: 02/14/01 JOB #: 00-1-106
ATTN:
RE: Wetland Detention Pond
VIA:
WE ARE SENDING YOU:
SHOP DRAWINGS PRINTS PLANS SAMPLES x OTHER
SPECIFICATIONS COPY OF LETTER CHANGE ORDER DISKETTES
COPIES DATE DESCRIPTION
1 12/11/00 Preliminarv Pond Calcs. for Permit
THESE ARE TRANSMITTED AS INDICATED BELOW:
x For Approval Approved as submitted
For Your Use Approved as noted
As Requested Returned for corrections
For Review & Comment Returned after loan to us
REMARKS:
Dear Todd,
Here are the revised calcs based on a 3' depth.
Resubmit copies for approval
ti
COPY TO: SIGNED: Sincerely Yours
Files Drew Baird, PE
PO Box 12054, Research Triangle Park, NC 27709 Tel [phone] Fax [phone] www.stewart-eng.com
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: (919),'146-5900 • ;Fait: [phone]
Web Page: www.SandEC.com
1 8 2081
MEMORANDUM
TO: John Dorney (NCDWQ)
FROM: Kevin Martin
RE: Your 12/ 18/00 letter to SOFI IV RTP LLC DWQ #001338
The purpose of this memo is to provide additional responses to
your letter regarding the above named project.
1. The project engineer (Drew Baird, Stewart Engineering) has
previously been in contact with Todd St. John of your office and
prepared the attached stormwater calculations for your review. If
you have questions please contact him directly at 919-380-8750.
I addressed the other concerns stated in your letter in my
12/27/00 response. If you need anything else to process this application
please call.
CA

(w??`?h ?s w??c /wvS.P?j ? Ids s?u,?-- `u lezf?
14? .5i, '0?
Wetland Delineation/Permitting itigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Western Branch Offices: [phone] • [phone] 9 [phone]
s
JAN 18 2001
bbb
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INN.
s ENGINEERING w R" G M TRANSMITTAL
TO: Kevin Martin
COMPANY: SENC Enviromental
FAX NUMBER: 4 Z
FROM: Drew Baird
DATE: Monday, January 08, 2001
NO. OF PAGES: 3
HARD COPY MAILED: no
REFERENCE: Park Center Retail
PROJECT NUMBER: 00-h06
MESSAGE: Here are the rough calculations for pond sizing. I have stated that
these will be plus or minus based on the need for final site design. Let
me know if this is all they need
Thank you,
Drew Baird, P.E.
Stewart Engineering
PO Box 12054
Research Triangle Park, NC 27709
ph: 919-380-8750 ext 39 •
fax: [phone]
If there is a problem with this transmission, please call 919.304750.
PO Box 12054, Research Triangle Park, NC 27709 Tel [phone] Fax [phone] www.stswsrt-Ong-cwn
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MEMORANDUM
TO: John Dorney Regional Contact: Matt Flynn
Non-Discharge Branch WQ Supervisor: Ken Schuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name SOFI IV RTP Park Center County Durham
Project Number 00 1338 County2
Recvd From APP' Region Raleigh
Received Date 10/20/IN) Recvd By Region
Project Type commercial
Certificates Stream Stream Impacts (h)
Class
Permit Wetland Wetland Wetland Stream Acres Feet *ti ,
Type Type Impact Score Index Prim. Stipp. Basin Req. Req. fM
73 Srrc,,, O 7 0 N 41-1-17 I ` NSW 30,005. 7)HK.75 F__F_
F--Foy ON F-F-F-F-F-F-F- I AF
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue Q Issue/fond 0 Deny
Provided by Region. Latitude (ddmmss) 355333 Longitude (ddmmss) 785159
Comments:
Issue under the condition that feature upstream from impacted reach is restored and buffered.
The impact is to an unnamed trib that is entirely ropranped and ditched The restoration and buffer
(that is not required Cade Fear) is a named creek that has been mostly rip rapped. Kevin Martin
has agreed to this restoration as mitigation for impact. Without the accompying posed
m*tegation. regional staff does not support prowect.
cc: Regional Office
Central Office Page Number 1
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
1 Ll.,?WA •
NC,n,,..ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 18. 2000
Durham County
DWQ Project No. 001338
Mr. Michael Thornton
SOFI IV RTP LLC
100 Park Drive, Suite 108
Durham, NC, 27709
Dear Mr. Thornton:
On October 20, 2000, the NC Division of Water Quality received your application for a 401 Water
Quality Certification for the Park Center project in Durham County. Before we can proceed with reviewing
your application, we need the following information:
1. Please provide details regarding stormwater discharges associated with the pre-construction and
post-construction phases of the project. For example, have any measures been taken to ensure
diffuse flow of runoff? Please also provide plan drawings for the two referenced stormwater ponds.
You should note that in accordance with Condition No. 7 of General Certification 3287, these must
be designed as constructed wetlands rather than stormwater ponds, so you should provide details for
extended detention wetlands;
2. Please provide a breakdown of intermittent and perennial stream impacts. While we appreciate that
you have reported the "unimportant" classification assigned to the impacted channel by the Corps of
Engineers, we will need a full description of intermittent and perennial stream impacts in order to
determine DWQ mitigation requirements for this project.
Until this information is received, I will request (by.copy of this letter) that the Corps of Engineers place
this project on hold. Also, this project will be placed on hold for our processing due to incomplete
information (15A NCAC 2H .0507(h)). Please visit the 401/Wetlands Unit home page located at
http://h2o.enr.state. nc. us. I can be reached at [phone].
Sincerely,
rDorneyhn
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
Kevin Martin, S&EC, 11010 Raven Ridge Road, Raleigh, NC, 27614
001338
Division of Water Quality • Non-Discharge Branch
401/Wetlands Unit, 1621 Mail Service Center, Raleigh, NC 27699 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Matt Flynn
WQ Supervisor: Ken Schuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name SOFI IV RTP
Project Number 00 1338
Recvd From APP
Received Date 10/20/00
Project Type commercial
Recvd By Region
County Durham
County2
Region Raleigh
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F 39 Stream F (Ty O N F 16-41-1-17F 77 _NSW 30,605. F 988.00
Mitigation Wetland
MitigationType Type Acres Feet
F_ I F_
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? p Y O N Recommendation: Q Issue 0 Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 355333 Longitude (ddmmss) 785159
Comments:
Issue under the condition that feature upstream from impacted reach is restored and buffered. Kevin
Martin has agreed to this restoration as mitigation for impact. Without the accompany..ino proposed
mitjgateon,regional staff does not support project.
cc: Regional Office
Central Office Page Number 1
What else
Subject: What else
Date: Wed, 13 Dec ,! !? 15:27:1 3 -0500
From: Steve Mitchell <.,;c?e.mitchell ncmail.net>
To: Cyndi Karoly <<_ ?ndi.K?u-olyC'NCMaiLNet>
00-1369 and 1446 are -..e s._-.e. - jus:? got mail from Jurek that WRP will
tak e $$$$. I sG;-.=o. ?hey need to restore 2.25 off site, and
pre rv 1.65 on any - .0 0== site.
-1338 need to =ss _ocat_cn or :comes on 25, 88, 85, 84, 79, 80,
k 1,7
N, ?5

C? ary?UY?

I n II A,nn In. In w\
Wetlands Tracking Projects
Facility Name SOFT IV R I County Durham
Project Number 00 133; County2
0 Inactive Region Raleigh
Project Type purpose u/ ???nuiicrci,il DCM Office
Location UT BURICnS 'I'A'k I COE Office Raleigh
Last Total
401s
Recvd Sent to Recvd Action 401
Recvd From Date Region Region Date Last Action Acres
APP 110/20/2000110.25-20001

Total for Project:
Inspections/ Violations
Inspection Date Inspector :,ompliant Letter Type Date Sent
--0 N
1 ? l
Total Total Mit Total
401 Acres Mit
Feet Feet
401 r
401
_?.1 L I
Reply Date Current St
(Ins ect.
I
Environmental Consultants, Inc.
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]

i'

;P
"n
US Army Corps of Engineers
Attn: Mr. Todd Tugwell
6508 Falls of the Neuse Road
Suite 120
Raleigh, North Carolina 27615
001338
October 20, 2000
SEC File # 5683
NCDENR - DWQ
Attn: Mr. John Dorney
4401 Reedy Creek Drive
Raleigh, North Carolina 27607
RE: Request for Nationwide Permit 39/401 Water Quality Certification
Park Center
RTP, Durham County, North Carolina
Dear Mr. Tugwell and Mr. Dorney:
rn
C r-"
rte, z
C7 --?
On behalf of SOFI IV RTP LLC, we hereby request authorization to use Nationwide
Permit 39 and its associated 401 Water Quality Certification for the subject property to
cover impacts to waters of the US. Impacts to waters of the US have been minimized to
meet the requirements of the aforementioned Nationwide Permit. The project as
currently proposed impacts 988' (0.15 acres) linear feet of waters of the US. These 7
impacts are to an unnamed tributary of Burdens Creek. Based on a site meeting with the
Corps, the impacted channel is considered unimportant.
o?
The only feasible site plan, based on the alternative analysis, has been completely revised
to minimize impacts to the maximum extent practical (See attached justification letter
from Cline Davis). The channel that is proposed to be impacted lacks sinuosity, has rip
rapped vertical side banks, severe entrenchment, has been realigned in the past, and lack
of adjacent wetlands and/or forest vegetation.
Construction of two wet detention basins is proposed as part of the facility's stormwater
management plan. These basins will not impact waters of the US. Please refer to the
conceptual Site Plan for the location of the proposed stormwater detention basin. For
clarity, the proposed impacts are shown on the existing conditions map. As one can see
this site has been previously developed and our client proposes to redevelop it. Stewart
Engineering will provide DWQ design calculations for the proposed stormwater basins as
required by the conditions of NW39.
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Western Branch Offices: [phone] • [phone] • [phone]
October 20, 2000
SEC File # 5683
Page 2 of 2
Due to the low quality of the impacted channel, we do not believe that any mitigation
other than stromwater treatment and the preservation of Burdens Creek should be
required. However, if required some on-site mitigation maybe possible by removing rip
rap from and stabilizing Burdens Creek. The border of the Creek is currently wooded so
such an intrusion may cause more harm than good. S&EC will be glad to review such
possibilities with the agencies if necessary.
Sincerely,

Kevin C. Martin
President
Attachments: Pre-construction Notification Form
USGS Vicinity Map
Agent Authorization Form
Impact/Existing Conditions Map
Site Plan
DWQ ID: 991207
USACE Action ID: 200020203
Nationwide Permit Requested (Provide Nationwide Permit ft 26
Pre-Construction Notification Application
For Nationwide Permits that Require:
1) Notification to the Corps of Engineers
2) Application for Section 401 Certification
3) Coordination with the NC Division of Coastal Management
Send the original and (1) copy of this completed form to the appropriate field office of
the Corps of Engineers (see agency addresses sheet). Seven (7) copies should be sent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRINT.
1. Owner's Name: SOFT IV RTP LLC
100 Park Drive, Suite 108
2. Mailing Address: PO Box 14385
Attn: Michael Thornton
Subdivision Name:
City: Durham State: NC Zip Code: 27709
Project location address, including subdivision name (if different from mailing address
above):
3) Telephone Number (Home): (Work): 919-485-0507
4) If applicable, agent's name or responsible corporate official, address, phone
number:
SOIL & ENVIRONMENTAL CONSULTANTS, INC. PHONE: [phone]
11010 Raven Ridge Road FAX: [phone]
RALEIGH, NC 27614
5. Location of work (provide a map, preferable a copy of USGS topographic map or
aerial photograph with scale):
County: DURHAM Nearest town or city: DURHAM
Specific Location (include road numbers, landmarks, etc.):
SOUTH OF 1-40, EAST OF BURDENS CREEK AND NORTH OF NC 54 (SEE
ATTACHED USGS VICINITY MAP)
6. Impacted or nearest stream/river: BURDENS CREEK
River Basin: CAPE FEAR
7a. Is project located near water classified as trout, tidal saltwater (SA), high quality
waters (HQW), outstandin resource waters (ORW), water supply (WS-I or WS-
II)? YES ? NO If yes, explain:
CLASS C
7b. If the project is located within a North Carolina division of coastal management
area of environmental concern (AEC)? YES ? NO
7c. If the project is located within a coastal county (see page 7 for list of coastal
counties), what is the land use plan (LUP) designation?
8a. Have an Section 404 permits been previously requested for use on this property?
YES ?Y NO ® If yes, provide Action ID number of pervious permit and
any additional information (including photocopy of 401 certification).
8b. Are additional permit requests expected for this property in the future?
YES ? NO ® If yes, describe anticipated work:
9a. Estimated total number of acres in tract of land: 14 acres
9b. Estimated total number or acres of wetlands located on project site: NO
WETLANDS ARE LOCATED ON-SITE. THE ONLY JURISDICTIONAL AREAS
ARE BURDENS CREEK AND THE UNNAMED TRIBUTARY THAT IS TO BE
IMPACTED.
10a. Number of acres of wetlands' impacted by the proposed project by:
Filling: 0.15*
Flooding:
Drainage:
*WATERS OF THE US ONLY
Excavation:
Other:
Total acres to be impacted: 0.15*
10b. (1) Stream channel to be impacted by the proposed project (if relocated,
provide distance both before and after relocation):
Length before: 988 FT
After: PIPE
Width Before (based on normal high water contours): 6.5 FT
Width After: PIPE
Average depth before: N/A RIP RAPPED After: PIPE
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: ? Placement of pipe in channel:
Channel Excavation: ? Construction of a Dam/Flooding: ?
Other:
11. If construction of a pond is proposed, what is the size of the watershed draining to
the pond? Large Pond - 7.6 acres Small Pond - 4.1 acres
What is the expected pond surface area? Large Pond - .48 acres
Small Pond -.25 acres
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
THE SITE DEVELOPMENT AND INFRASTRUCTURE IS PLANNED FOR
PROPOSED COMMERCIAL DEVELOPMENT. TYPICAL EQUIPMENT WILL BE
UTILIZED (SEE SITE PLAN).
13. Purpose of proposed work:
ALLOW FOR THE REDEVELOPMENT OF THIS COMMERCIAL PROPERTY
14. State reasons why it is believed that this activity must be carried out in wetlands
(include any measures taken to minimize wetland impacts):
ACCORDING TO DEVELOPER, TOPOGRAPHICAL FEATURES DICTATE THE
MOST ECONOMICAL PLACEMENT OF THE PROPOSED FACILITY, AND CUT
AND FILL REQUIREMENTS AND DIMENSIONAL ASPECTS OF SITE DICTATE
PLACEMENT OF BUILDINGS AND REQUIRED FILL. SEE ATTACHED
AVOIDANCE AND MINIMIZATION LETTER BY CLINE DAVIS.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or
National Marine Fisheries Service (NMFS) (see agency addresses sheet) regarding
the presence of any federally listed or proposed for listing endangered or
threatened species or critical habitat in the permit area that may be affected by the
proposed project. Date contacted: (attach responses from these agencies).
TO BE COMPLETED BY USACE AS NEEDED
16. You are required to contact the state historic preservation officer (SHPO) (see
agency address sheet) regarding the presence of historic properties in the permit
area which may be affected by the proposed project. Date contacted:
TO BE COMPLETED BY USACE AS NEEDED
17. Does the project involve an expenditure of public funds or the use of public (state)
land?
YES ? NO ® If no, go to 18.
a. If yes, does the project require preparation of an environmental document
pursuant to the requirements of the North Carolina Environmental Policy
Act?
YES ? NO ?
b. If yes, has the document been reviewed through the North Carolina
Department of Administration State Clearinghouse?
YES ? NO ?
If answers to 17b is YES, then submit appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance
with the North Carolina Environmental Policy Act.
Questions regarding the State Clearinghouse review process should be directed to Ms.
Chrys Baggett, Director State Clearinghouse, North Carolina Department of
Administration, 116 West Jones Street, Raleigh, North Carolina 27603-8003, telephone
[phone].
18. The following items should be included with this application if proposed activity
involves the discharge of excavated or fill material into wetlands:
a. Wetland delineation map showing all wetlands, streams, lakes and ponds on
the property (for Nationwide Permit numbers 14, 18, 21, 26, 29 and 38). All
streams (intermittent and permanent) on the property must be shown on the
map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or
their equivalent.
b. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant
to the placement of the delineation line.
d. Attach a copy of the stormwater management plan, if required.
e. What is land used of surrounding property?
COMMERCIAL
If applicable, what is proposed method of sewage disposal?
EXISTING SANITARY SEWER SYSTEM
g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. may not be impacted prior to:
1. Issuance of a Section 404 Corps of Engineers Permit,
2. Either the issuance or waiver of a 401 Division of Environmental
Management (Water Quality) certification, and
3. (in the twenty coastal counties only) A letter from the North Carolina
Division of Coastal Management stating the proposed activity is consistent
with the North Carolina Coastal Management program.
1DL26LDd
ner's/ en Signature / Date
(Agent' s signature valid only if Agent Authorization Letter from the owner is provided
(18 g.))
"JiV1livue rMuii rMC_v1uu.) rPIUC U U I
.?. ?., 7170YO7YOt 5 EC PAGE 03
wn,
now n
s•
,2 r 11b10 Rave6-Ridge Road Raleig4. NotthCuolins 27614 ohot?e:,(919)•844-5900 Pax: (919) 8?{6ipd
r ' Web Page www.SindMcoin
t AGENT AUTHORWATION F011M
An' Blanks To Be' Fil-R d,In ? The. Cui're>;tt and?wilez
Name
Address: A-0- Alk. Ar? /r A, Rex.19,3
Phone: 9i I - 4 fps - O-S'd 7
Praje t)?1ame/i?escription: Ce `rz Y-
DatO
' ?e i?epargnent'of•the Ar?rty ' '
VS.. , rn y. Corps of Engineers; Wiludngton District
P.O:• fox
WiYr4 ngiom, NC 28402
Attn? ' Q
Fit31d'.Of cer.
Re: Wetlands Related Consutdhi mild" Permitting
To)Wbotn It may Concern:
156currerti`' rp op rtY ownerh reby desiganate azid authorize Soil:&•E nvirompental.Con ultanis,.Izic.' o
. aci ? my behalf as my agent in the pio;cessing of P.O= & applications, to' furnish upon request
sup?l'erit vital information m support'of,applicationi§, e'tc.'from this da ".6tward. The 1 ? day• f
thi nofi&ation supersedes any,pretr o'us cbrt&potVdeAce.concernirig the,Agentfor this project.
: i TICE:. This •athorizitiori, ,for•1.iwb*ty d-•proitsAbrial touitesy-reaLgPAS, ?Eg, valid okdX for
go-rernweht offidatle to'eater,thepropert?:when46'omparded•by S&EC.staff.'•You should.caWSt&E
to:axrari&6.a,site meeting prior'to,wisiting:the sitc:
+5 f? F1 R L L C
Pri Yt Property Owner's 1`Iaine petty wner's-Signature
in'
cc: Mr. Johri,'Docney cc: M.r. Kevin Iwiarti
NC.D.E-H &,NR - OWQ; 1N;ater Quality Planning Soil &':Ertvitginu?erttal Consultants, Irt:
444, Reedy Creek Road-
Ral igh, NC 276,07 ?sa+
` , Wi?U tnd DgGneation/Pennitti'ng?MUigatio'n Soli/Site?lsliiations' OnSiic Septic Systems Fmiianmenml Aissesamsnta/Adt s
i Noun Baaie and Watenshed Buffet nt. O*n6vatbr}iydtoldgy Endangered Species
10720/00 11:38 $9198361280 CLINE DAVIS
PURPOSE OF PROPOSED WORK
This site is the only property zoned for commercial use within the Research Triangle
Park. For this reason it plays an important role in meeting the service demands of
employees within the Park and surrounding areas. There is a large demand for additional
support services within the Park that could have a significant effect toward reducing
commuting distances for these services. Currently, many of these services are filled by
commercial development in surrounding communities. The intent of this project is to
upgrade the existing retail center and provide additional services in response to this
demand. In addition, the project is integrating office space above some of the retail to
provide a mixed-use component that will help to encourage pedestrian activity.
During the initial construction of the project in the 1960's, the streambed was relocated
and channelized uphill of its original location, which was closer to Highway 54. As a
result, the channel is relatively deep, lined with riprap, and bisects the central portion of
the site. Redivirsion and restoration back to its original position would not be possible
because it would be within. or immediately adjacent to Highway 54 right of way and
would present a significant traffic hazard along this heavily traveled thoroughfare. In
addition, diversion back to this position would require reconstructing significantly larger
storm drainage piping under Highway 54 and discharging this runoff in a new drainage
pattern onto property that is not under the applicant's ownership.
Based on retail land use configurations on this site, the location and depth of the existing
riprap channel presents pedestrian safety problems. The relationships of the buildings,
parking, pedestrian systems / plazas and service facilities require direct connectivity that
would not be possible with the channel crossing the project. Because of it's centralized
location in the site, numerous briddings and crossings would be required to accommodate
pedestrian and vehicular connectivity within the site The plan does propose to retain in its
vegetated condition, the upstream portion of the drainage way which has not been
channelized. In addition, the plan has been modified to avoid piping the channel prior to
entering Burdens Creek. The plan also has been laid out to avoid impacting Burdens
Creek
2002/002
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ROAD CLASSIFICATION apped, edited, and published by the Geological
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