SW7070726_HISTORICAL FILE_20070830

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW7U
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M DD

B
Baldwin & Associates
Engineering 8, Land Surveying
1015 Conference Drive
Greenville, NC 27858
252-756-1390
To: NCDENR
943 Washington Square Mall
Washington, NC 27889
Date:
8/29/07
Attention:
Scott Vinson
Re:
J. T. Barber
We are sending you: ❑ Attached ❑ Under separate cover via
❑ Drawings 0 Plans
11 Letter E Order
2 1 8/29/07
2 8/29/07
E Prints
❑ Other
Job No:
07-063
the following:
❑Samples ❑Specifications
Wet Detention Calculations
Stormwater Management Permit Application
DWO-WARD
Transmitted as checked below:
LX❑ For approval ❑ Approved as noted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as submitted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected copies
❑ For review ❑ Other
Remarks
Signed: Rob Knopf/kdm Copy to:

WET DETENTION CALCULATIONS FOR
JT BARBER ELEMENTARY SCHOOL AND BUS MAINTENANCE GARAGE RENOVATION PROJECT
surface
diff.
accum.
_ Elevation
area
elev
storage
storage
Elevation
Stage
-3.1
4,072
-
-3.10
0
0.10
409
-3,00
4,109
409
-3.00
0.1
1.00
4,295
-2.00
4,480
4,704
-2.00
1.1
1.00
4,669
-1.00
4,858
9,373
-1.00
2.1
1,00
5,050
0.00
5.241
14,422
0.00
3.1
1.00
5,436
1.00
5.631
19.858
1.00
4.1
1.00
5,810
2.00
5,988
25,668
2.00
5.1
1.00
7.593
3.00
9,198
33,261
3.00
6.1
0.40
3,897
3.40
10,289
37,158
3.40
6,5
0,60
6,359
4.00
10.909
43,517
4.00
7.1
1.00
11,429
5.00
11,949
54,946
5,00
8.1
1.00
12,479
6,00
13,008
67.425
6.00
9.1
1.00
13.550
7.00
14,091
80,974
7.00
10.1
1.00
14.646
8.00
15,200
95,620
8,00
11.1
TEMPORARY POOL
CALCS
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
3.40
10,289
-
3.40
0
0,60
6,359
4.00
10,909
6.359
4.00
0.6
1.00
11,429
5.00
11,949
17,788
5.00
1.6
0.10
1.248
SAO
13,008
19,036
SAO
1.7
PERMANENT POOL
CALCS
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
.3.1
4.072
-
-3.10
0
0.10
409
-3.00
4, 109
409
-3.00
0.1
1,00
4,295
-2.00
4,480
4.704
-2,00
1.1
1.00
4,669
-1.00
4,858
9.373
-1,00
2.1
1.00
5.050
0.00
5,241
14,422
0,00
3.1
1.00
5.436
1.00
5,631
19,858
1.00
4.1
1,00
5,810
2,00
5,988
25,668
2.00
5.1
1,00
7,593
3.00
9,198
33,261
3.00
6.1
040
3, 897
3.40
10,289
37,158
3.40
6.5
FOREBAY VOLUME
CALCS
surface
dill,
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
-3.1
814
-
-3.10
0
0.10
82
-3.00
822
82
-3.00
0.1
1.00
859
-2.00
896
941
-2.00
1.1
1,00
934
-1.00
972
1.875
-1,00
2.1
100
1,010
0.00
1,048
2.885
0.00
3.1
1.00
1,087
1.00
1,126
3.972
1.00
4A
1,00
1,162
2.00
1, 198
2 year5sq,
2.00
5.1
1.00
1,519
3.00
1,840
b.653
3,00
6.1
0.40
780
3,40
2,058
7,432
3.40
6.5
`'ltA CARS
VSEAf y. -
03 932
O • FyB l o1 '
/NEE�.��\�

WET DETENTION CALCULATIONS FOR
JT BARBER ELEMENTARY SCHOOL AND BUS MAINTENANCE GARAGE RENOVATION PROJECT
surface
dill.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
-3.1
4.072
-
-3.10
0
0.10
409
-3.00
4,109
409
-3.00
0A
1 00
4,295
-2,00
4,480
4,704
-2.00
1.1
1,00
4,669
-1.00
4,858
9.373
.1 00
2.1
100
5,050
0.00
5,241
14,422
0.00
3.1
1.00
5,436
1.00
5,631
19,858
1.00
4A
1.00
5.810
2,00
5,988
25,668
2.00
5.1
1.00
7,593
3.00
9,198
33,261
3.00
6.1
0.40
3,897
3.40
10,289
37,158
3.40
6.5
0,60
6,359
4.00
10.909
43.517
4.00
7.1
1.00
11,429
5.00
11,949
54,946
5.00
8.1
1.00
12479
6.00
13,008
67,425
6,00
9.1
1.00
13,550
7,00
14,091
80.974
7,00
10.1
1.00
14.646
8.00
15,200
95,620
8.00
11.1
TEMPORARY POOL
CALCS
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
3.40
10,289
-
3.40
0
0,60
6,359
4.00
10,909
6,359
4.00
0.6
1,00
11,429
5.00
11,949
17,788
5,00
1.6
0.10
1,248
5,10
13,008
19,036
5.10
1.7
PERMANENT POOL
CALCS
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
.3.1
4,072
-
-3.10
0
0,10
409
-3,00
4,109
409
-3.00
0.1
1,00
4,295
-2.00
4,480
4,704
-2.00
1.1
1,00
4.669
-1.00
4,858
9,373
-1.00
2.1
1,00
5,050
0.00
5,241
14,422
000
3.1
100
5,436
1 00
5,631
19,858
1.00
4.1
100
5,810
2,00
5,988
25,668
2.00
5.1
1.00
7,593
3.00
9,198
33,261
3.00
6.1
040
3,897
3.40
10,289
37,158
3.40
6.5
FOREBAY VOLUME
CALCS
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
.3.1
814
-
.3,10
0
0.10
82
-3.00
822
82
-3,00
0.1
1.00
859
-2,00
896
941
-2.00
1.1
1,00
934
-1.00
972
1.875
-1,00
2.1
1.00
1,010
0.00
1,048
2,885
0,00
3.1
100
1 087
100
1,126
3.972
1.00
4.1
100
1,162
2.00
1, 198
2yenrg3yjT
2.00
5.1
1.00
1.519
3.00
1,840
b,653
3.00
6.1
0.40
780
3.40
2058,
7,432
140
6.5
�\5 HI IOA,? /i�i
SEA
03 432
1'0 FyB�t`1�o�
/NEEfL.'�\�:
iiiKNOPF�� ��

A,l�F`1/�,
Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth
Carolina Department of Environment and Natural Resources
Fa° Y
"'R+7
Alan W. Klimek P.E. Director
Division of Water Quality
August 14, 2007
Mr. David Clifton, Assistant Superintendant
Craven County Schools
3600 Trent Rd.
New Bern, NC 28562
Subject:
Dear Mr. Clifton:
Stormwater Review SW7070726
JT Barber Elementary School & Bus Maintenance
Garage Renovation
Craven County
This office received a Coastal Stormwater permit application and plans for the subject project on July
30, 2007. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
1) Please provide a drainage area delineation of the 7.10 acres draining to the wet detention pond. If thiq
can be placed on one sheet, C 001 Overall site plan, it would be helpful.
2) The pond calculations are unclear on how the minimum required 1" storage volume was calculated.
This volume is not shown within the 2 & 10 year calculations submitted. Nor does the pond data table
show the provided surface areas and provided volumes for the temporary pool elevation at 5.10. Please
submit calculations as needed to show the minimum required 1" volume calculation and the provided
temporary storage volume between elevations 3.40' & 5.10'.
3) Please revise the outlet orifice such that the orifice equation is based on just the minimum 1" volume
required to be stored and an average head between 5.10 & 3.40 (-0.81-0.83 depending on orifice
diameter).
4) Please note that the temporary pool volume given on page I of 4 of the Wet Detention Basin
Supplement form should be the volume detained within both the forebay and main pond from
permanent pool, 3.40, to temporary pool, 5.10. Revise page 1 as needed.
5) Forebay volume calculations were not submitted. Please note that the forebay volume should be sized
as roughly 20% (18-22% is accepted) of the entire permanent pool volume, forebay & main pond. It
should not be based on the permanent pool volume plus temporary pool volume. (The supplement form
can be a bit misleading when it states approx. 20% of total volume.) Please resize the forebay and
provide calculations showing the forebay volume at elevation 3.40 will be 18-22% of the total
permanent pool volume. Revise page I of supplement form as needed.
6) Please remember to seal, sign & date any revised calculations and plan sheets as needed.
The above requested information must be received in this office prior to August 22, 2007 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all required
items including the application fee. If you need additional time to submit the required information, please
mail or fax your request for time extension to this office at the Letterhead address. o�'
No hCarolina
�l;aturrrl/y
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.encstate.nc.us 943 Washinaton Square Mall. Washington. NC 27889 1-877-623-6748

You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions,
please feel free to contact me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Robert I. Knopf, PE Baldwin & Associates
Washington Regional Office

ug 29 2007 9:30AM BFL➢WIN & FSSOCIFTES 2523211412 P.1
f �
P
ooi
Y4p3 #
BALDWIN & ASSOCIATES
ENGINEERING, SURVEYING 8 PLANNING
1 0 1 5 CONFERENCE DRIVE
G R E E N V I L L E, NC 2 7 8 5 8
252-756-1390
252-321-1412 FAX
FACSIMILE TRANSMITTAL SHEET
TO: FROM:
Scott Vinson Rob Knopf
COMPANY: DAi E:
NCDENR 8/29107
FAX NUMBER: TOTAL NO. OF PAGES. INCLUDING COVER:
946-9215 6
PHONE NUMBER: SENDER'S REFERENCE NUMBER:
07-063
RE: YOUR REFERENCE NUMBER:
J T Barber
❑ URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEA
E RECYCLE
NOTES/COMMENTS:
Hey Scott.
Here are the calGs you requested. Let me know if there is anything else I need sc we can
get this approved.
Thanks, Rob
A DMI N@SA.L DVII NAN DAS S OC IATES N C. CO

IF
g 29 2007 9t30RM
BALBWIN 6 ASSOCIATES 2523211412
p-2
WET DETENTION CALCULATIONS FOR
JT BARBER ELEMENTARY SCHOOL AND BUS MAINTENANCE GARAGE RENDVATION PROJECT
surface
dIR.
accum.
Elevation
ama
elev
tome
worage
Elwaltcn
SNRa
-11
n,072
-
i10
0
0.10
439
.3.00
4,109
409
-300
C.t
ro
4,795
-2.00
4.480
4 704
-2,00
1.1
1 (ID
4,669
-1.00
CAM
9,373
-1,00
'e.l
1.00
5. D50
_ coo
5.241
14,422
000
3.1
1.00
5 436
1.110
5,631
19.858
tOC
4.1
00
581C
2,DO
5,988
25.66d
20C
5,1
1OC
7,593
3.31)
9,196
33.261
3.ce
6.1
040
3.897
-340'
C10.289.
( 37.158
3.40
6.5
0 eD
6,759
4.CC
10,909
43.517
4.00
71
100
11,429
5.0C
11,949
54,948
500.
C1
1.00
12,479
OW
13.006
G7,45
6.00
y 1
l.DO
13,550
TCO
14,091
80,974
TUO
1A.1
100
IAX46
500
15,2CO
95,E20
800
11.1
TEMPORARY POOL CALCS
surface
dif7.
aceum.
Elevation
ems
elw
storage
"wage
Elevadon
Staoe
3.40
10,289
_
-
3.40
0
0.60
6,359
4.00
10,909
G.Yg
4.00
06
1.30
11,429
Soo
11,9a9
17,788
5.DO
1.5
0.10
1248
C13.008
19.030
5.10
iJ
PERMANENT POOL CALCS
surface
dlff.
eccum,
Movetlon
aua
alev
storage
storage
Elevation
Stage
-3.1
4.072
-
-3.f0
0
0.10
439
-1 PO
4,-OD
409
-3M
01
1.00
4,295
-2.10
4.480
4,, 7ry4
-2.W
11
1.00
4.669
-1 CO
6858
9,373
-1.00
2.1
1.00
0.00
5241
14,422
0.00
3.1
I.Do
S.'m
100
5,eal
19,855
'.00
4.1
1.00
5810
2.00
5,986
25,668
2.00
5.1
1.00
7 593
3.00
9,19E
33,261
3.00
6.'
0.43
3 697
3.40
10,289
37.158
3.40
6.5
FORF. B AY VOLUME CALCE
surtacs
dW.
accum.
Elevadon area
etev
storage
Elsfln
Stage
-3.1
814
-
-3.10
-
0.10
82
.1,03
622
82
-3.CO
0.1
100
659
-2.3n
sw
941
1.03
x+c
-1.00
on
1,875
-1 00
2.1
100
1.010
O.X
1.04E
2,8'45
0.03
3.1
1.00
1,387
1.CC
',12E
3,072
1.0'J
4A
1 00
1.162
2.00
1.198
2 year¢
2.IV
5.1
1.00
1.519
3.00
16-10
1,653
100
6.1
0 43
76D
` 3.4D r
2,l158
j' 7,432 -
l 3.40
6.5
H
1SW q-
03 q3 -
.
F,�8�t9�cl
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( Baldwin & Associates
B
�i Engineering & Land Surveying
I 1015 Conference Drive
�
';,
-
Greenville, NC 27858
252-756-1390
To: NCDENR
943 Washington Square Mall
Washington, NC 27889
Date:
8/21/07
Attention:
Scott Vinson
Re:
J. T. Barber
We are sending you: [I Attached ❑ Under separate cover via
❑ Drawings Plans E] Prints
Letter Order ❑ Other
2
8/21/07
2
8/21/07
2
8/21/07
2
8/21/07
2
8/21/07
2
8/21/07
Transmitted as checked below:
❑X For approval 11 Approved as noted Resub
❑ For your use Fl. Approved as submitted Submit
As requested FIReturned for corrections ❑ Return
For review LJ Other
Remarks:
❑ Samples
Sheet C305 Outlet Control Details
Drainage Map
Wet Detention Supplement
1 Year Peak Flow
Job No:
07-063
the following:
❑ Specifications
RECEIVED
10 Year Peak Flow / �'/� AUG 2 2.2007
1st Inc�Storage Calc �ai c \�S DWQ_�
PROJ
a
copies for approval
copies for distribution
corrected copies
Signed: PobKn /kdm Copy to:

BBaldwin & Associates JOB SA/DA for JT Barber and Bus Garage Renovations
Engineering, Surveying 8 Planning SHEET NO. 1 OF 1
1015 Conference Drive CALCULATED BY rjk DATE 8/21/2007
Greenville, NC 27858 CHECKED BY JSj DATE
[phone] SCALE
85% TSS
Permanent Pool Avg Depth (ft)
% Imp Cover
3
3.5
4
4.5
5
5.5
61
6.5
7
7.5
10
0.9
0.8
0.7
0.6
0.5
20
1.7
1.3
1.2
1.1
1
0.9
0.8
0.7
0.6
0.5
30
2.5
2.2
1.9
1.8
1.6
1.5
1.3
1.2
1
0.9
40
3A
3
2.6
2.4
2.1
1.9
1.6
1.4
1.1
1
50
4.2
3.7
3.3
3
2.7
2.4
2.1
1.8
1.5
1.3
60
5
4.5
3.8
3.5
3.2
2.9
2.6
2.3
2
1.6
70
6
5.2
4.5
4.1
3.7
3.3
2.9
2.5
2.1
1.8
80
6.8
6
5.2
4.7
4.2
3.7
3.2
2.7
2.2
2
90
7.5
6.5
5.8
5.3
4.8
4.3
3.8
3.3
2.8
1.3
100
8.21
7.41
6.81
6.21
5.6
5
4.4
3.8
3.2
2.6
Drainage Area = 7.098 Acres
Pocket Wetlands Surface Area Requirement for BMP Credit
I = 73.31 % (From NP Cafes)
SA/DA = 2.57 % (use Table above for 85% TSS)
SA = 0.1821 ac = 1 7,934 sf / BMP
7,934 sf must be provided at permanent pool elevation to remove 85%TSS
SA provided at PP = 10,289 SF at 3.40 contour
Runoff Storaqe Volume Requirements
Rv = 0.05+,009(I) 1 = 73.30592893 % ��
Rv = 0.71 inches/inches CZ,j'
�'1,
Volume that must be controlled L{{II
Volume = (Design rainfall)(Rv)(Drainage Area) �'�J i■ 1rB
Volume = 0.42 ac-ft AUG .2 2 200)
= 18,287 cf ..
Must store 18,287 cf of water to be drawn down over 2-5 days A'ROd # DK'Q
above the permanent pool elevation
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
Perm Pool 3 10,289
10,289
-
3.40
0.60
6,359
4 10,909
10,909
6,359
4.00
0.6
1.00
11,429
5 11,949
11,949
17,788
5.00
1.6
1.00
12,479
6 13,008
13,008
30,267
6.00
2.6
Storage elevation@minimum storage volume
Permanent Pool Depth: 6.5
Percent Imp: 73.31
EO.24134
TSS 85%TSS
0"0SA/DA: .40 2.50
Drainage Area: 9816 7.098163
Surface Area: 0177454Surface Area: 512.7 7729.9
5.04 msl

B i'
Baldwin & Associates
Engineering, Surveying 8 Planning
•
)4-
1015 Conference Drive
Y;r
Greenville, NC 27858
A�
[phone]
STORM WATER DETENTION
FOR
JT BARBER AND BUS GARAGE RENOVATIONS
NEW BERN, CRAVEN COUNTY, NORTH CAROLINA
2 VR - 24 HOUR (80%) or the 1 year 24 hour stone
8121/07
AUG 2 2.2op
y _
4 E L r; PROD# Dµ'Q
03z932
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SZztt 7:
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2 year storm

Site Conditions Predevelonment
Total watershed area
7.098 acres
Impervious Area - Roof
C=
0,95
CN=
98
1.29 acres
Impervious -Transportation
C=
0,95
CN=
98
2.10
Managed Area I lawns 2%)
C=
0.17
CN=
72
1.14
Gravel
C=
0,95
CN=
98
2.56 acres
SCS Soil Group
B
Hydraulic Length
Overland
440
Channelized
0 feet
Vertical Relief
Overland
4.32
Channelized
0.5 feet
24-hr, 2 yr rainfall (80%)
3.7 inches
Time of Concentration
channel flow
uses
Overland
Channelized
10.1
+
0.0
10.1 minutes
` 128
Composite C based on published values (exhibit 1-Malcom)
0.82
8
R
9
Rainfall Intensity = / =
2
132
18
4.71 inches per fir
(h + T)
10
203
22
25
246
23
100
302
25
Peak Discharge Q
= CIA
22.03 cfs 2.48
Site Conditions Post Development
Total watershed area
7.098 acres
Impervious Area - Gravel
C=
0,95
CN=
98
0.30 acres
Impervious Area - Roof
C=
0.95
CN=
98
1.59 acres
Impervious Area - Transportation
C=
0.95
CN=
98
3.31
Managed Area
C=
0.17
CN=
72
1.89 0.2239777
SCS Soil Group
B 0,7760223
Hydraulic Length
Overland
420
Channelized
480 feet
Vertical Relief
Overland
145
Channelized
2A feet
24-hr, 2 yr rainfall (80%)
3.7 inches
Design Hydrograph Formulation
Composite CN
91.1
000
5=--10
osa
CN
Runoff
(P - 0.2S)
._
Q
2.74 inches
/'+0.85
Time of Concentration
channel flow (not ovedand)
,t
Overland
Channeled
Tns
14.5
+
TO
21.5 minutes
` 128
Composite C =
0.74
K
R
g
h
Rainfall Intensity = /=
2
132
18
3.34 inches per hr
10
203
22
25
246
23
100
302
25
Peak Discharge Q
= cm
14.08 cfs
Time to peak T =
Vol
1.39Q,
60.0 minutes
Storage Required S = (Q,
- Q, �T
(28,617) cf
Allowable release at impoundment =
22-03 cis
Peak rate of innow at impoundment =
14.08 cis
% difference
-36.07%
2 year storm
2

STAGE STORAGE DATA
surface
diff.
accuse.
Elevation
area
elev
storage
storage
Elevation
Stage
3.40
10,289
-
140
0
0.60
6.359
4.00
10.909
6.359
4.00
0.6
1 DO
11,429
5.00
11,949
17.788
5.00
1.6
1.00
12,479
6.00
13,008
30,267
6.00
2.6
1.00
13,550
7.00
14,091
43.816
7.00
3.6
1.00
14.646
8.00
15,200
58,462
8,00
4.6
Storage elevation@minimum storage volume 5.04 rest
Z
Computed
Storage
Stage
LN(storage)
LN(Stage)
Stage
t
m �l etp✓
6,359
0.6
0,63
5 r,O
_ r^�
rl✓
17,788
1.6
9.79
0.47
-JrM7
2.6
10.32
0,96
2,60
43,816
3.6
10,69
1.28
3,65
58,462
.4.6
10,98
L53
4,74
h'InS'� 1.09
h(Z,
I ,
SI
K.. - 10,633.52
IrZ"
- L KS. �24.72
Storage elevation@minimum storage volume
Size Outlet Device for Control Structure
invert elevation =
estimated orke center elev. _
proposed water surface elev. _
available head (h) _
discharge (d) _
coefficient of discharge =
Orifice equation
Q=C,d 2gh
5.04 feet must
3.40 feet msl
3,48 feet east
5.04 feet resl
1,56 feet
210 22.0 cfs
0.6
2.16 inches
SAY 2 inches
orifice will drain temp storage in 3.10 days
2 year storm
3

Peak Inflow=
14.1 cis
Time to Peak =
60.0 cis
75
«0.0
0
0.00
0,00«0.00
0,0
4.00
0.15
0.00
0,00
0.0
0.0
8.00
0,61
0.00
0,00
0.0
0.0
12.00
1,34
0.00
0,00
0.0
0.0
16.00
2.33
0.00
0.00
0.0
0.0
20,00
3,51
0.00
0.00
0.0
0.0
24,00
4,86
0.00
0.00
0.0
0.0
28.00
6.30
0.05
0,00
0.0
0.1
32,00
7.77
0.06
0.00
0.0
0.1
36,00
9,21
0.08
0.00
0.0
0.1
40,00
10.55
0.09
0,00
0.0
0.1
44.00
1174
0.10
0,00
0.0
0.1
48.00
12.73
0.11
0.00
0.0
0.1
52,00
43.47
0.13
0.00
0.0
0.1
56.00
13.93
0.14
1,30
0.0
1,4
60.00
14.08
0.15
9.10
0.0
9.2
64.00
13.94
0,15
13.53
0.0
133
68.00
13,49
0.15
13.53
0.0
137
7200.
12.86
0.15
13,53
0.0
13.7
76.00
11,79
0,15
12.60
0.0
12.8
80.00
10.81
0.15
11.69
0.0
11.8
84.00
9.91
0.15
10,80
0.0
11.0
88.00
9.09
0.15
9,94
0.0
10.1
9200,
8,34
0,15
9.52
0.0
97
9fi 00
7.64
0.15
8.28
0.0
8.4
100.00
7.01
0,14
7.50
0.0
7.6
104.00
6.43
0,14
7.11
0.0
7.3
108.00
5.90
0.14
673
0.0
69
112.00
5.41
0,14
6.00
0.0
6.1
116.00
4.96
0.14
5.29
0.0
5.4
120.00
4,55
0,14
4.95
0.0
5.1
124.00
4.17
0.14
4.62
0.0
4.8
128.00
3.82
0.14
4.29
0.0
4,4
132.00
3.51
0.14
3.98
0.0
4.1
136.00
3.21
0.14
167
0.0
3.8
140,00
2.95
0.14
3.36
0.0
3.5
144.00
2,70
0.14
3.07
0.0
3.2
148.00
2,48
0.14
2.79
0.0
2.9
152.00
2.27
0,14
2.51
0.0
2.7
156.00
2,08
0,14
2.25
0.0
2.4
160.00
1,91
0,14
2.00
0.0
2.1
164.00
175
0,14
2,00
0.0
2.1
168.00
1.61
0,14
1,75
0.0
1,9
172.00
1.47
0.14
1.75
0.0
1.9
176,00
1.35
0,14
1.52
0.0
1.7
180.00
1.24
0.14
1.30
0.0
14
184.00
1.14
0,14
1,30
0,0
1.4
188.00
1.04
0.14
1.09
0.0
1,2
192.00
0.96
0.14
1,09
0.0
1.2
196.00
0.88
0.14
0,89
0.0
1.0
199.00
0.82
0,14
0.89
0.0
1.0
202.00
0.77
0.14
0.89
0.0
1.0
205.00
0,72
0.14
0,89
0.0
1.0
208.00
0.68
0.14
0.71
0.0
0.8
211.00
D.63
0.14
0,71
0.0
0.8
214.00
0,59
0.14
0.71
0.0
0.8
217,00
0,56
0.14
0,54
0.0
07
22000
0,52
0.14
0,54
0.0
0.7
223.00
0,49
0.14
0.54
0.0
0 7
226.00
0.46
0.14
0.54
0.0
0.7
229.00
0,43
0.14
0.38
0.0
0.5
232.00
0.40
0.14
0.38
0.0
0.5
235.00
0.38
0.14
0.38
0.0
0.5
238.00
0.35
0.14
0.38
0.0
0.5
241.00
0,33
0.13
0.25
0.0
0.4
244.00
0.31
0.13
0.25
0.0
0.4
247.00
0.29
0.13
0.25
0.0
0 4
250.00
0,27
0.13
0.25
0.0
0.4
253.00
0,26
0.13
0.25
0.0
04
256,00
0,24
0.13
0,25
0.0
0.4
259.00
0,22
0.13
0,25
0.0
0 4
262.00
0.21
0.13
0,14
0.0
0.3
265.00
020
0.13
0.14
0.0
D.3
268.00
0.18
0.13
0,14
0.0
0.3
271,00
0.17
0,13
0.14
0.0
0.3
27400
0.16
2year Ajq
0.14
0.0
0.3
277,00
0.15
0. 3
0,14
00
0.3
280,00
0,14
4 0,13
0.14
0.0
0,3
283.00
0.13
0.13
0.05
0.0
0.2
286.00
0,12
0.13
0.05
0.0
0.2
289.00
0.12
0.13
0.05
0.0
0.2

292.00
0,11
0.13
0,05
0.0
0.2
295,00
0.10
0.13
0.05
0.0
0.2
298,00
0.10
0,13
0,05
0.0
0.2
301,00
0.09
0,13
0.05
0.0
0.2
304,00
0.08
0,13
0.05
0.0
0.2
307.00
0.08
0,13
0.00
0.0
0.1
310.00
0.07
0.13
0.00
0.0
0.1
313.00
0.07
0,13
0.00
0.0
0.1
316.00
0.07
0,13
0.00
0.0
0.1
319,00
0.06
0.13
0.00
0.0
0.1
322.00
0.06
0,13
0.00
0.0
0.1
325.00
0.05
0.13
0.00
0.0
0.1
328.00
005
0,13
0.00
0.0
0.1
331.00
0.05
0,13
0,00
0.0
0.1
334.00
0.04
0.13
0,00
0.0
0.1
337.00
0.04
0.13
0,00
0.0
0.1
340.00
0.04
0.13
0.00
0.0
0.1
343.00
0.04
0,13
0,00
0.0
0.1
346.00
0.03
0.13
0.00
0.0
0.1
349.00
0.03
0.13
0.00
0.0
0.1
352.00
0.03
0.13
0.00
0.0
0.1
355,00
0,03
0.13
000
0.0
0.1
358,00
0.03
0.13
0.00
0,0
0.1
361.00
0,02
0.13
0.00
0.0
0.1
364,00
0.02
0.13
0.00
0.0
0.1
367,00
0,02
0.13
0.00
0.0
0.1
370.00
0.02
0.13
0.00
0.0
0.1
373.00
0.02
0.13
0.00
0.0
0.1
376.00
0.02
0.13
0.00
0.0
0.1
37900
0.02
0.13
0.00
0.0
0.1
382,00
0.02
0.13
0.00
0.0
0.1
385.00
0,01
0.13
0.00
0.0
0.1
388.00
0.01
0,13
0.00
0.0
0.1
391.00
0,01
0.13
0,00
0.0
0.1
394.00
0.01
0,13
0,00
0,0
0.1
397.00
0.01
0,13
0.00
0.0
0.1
400,00
0.01
0.13
0,00
0.0
0.1
403.00
0,01
0.13
0.00
0.0
0.1
406.00
0,01
0,13
0.00
0.0
0.1
409,00
0.01
0,13
0.00
0.0
0.1
412,00
0.01
0.13
0,00
0.0
0.1
415.00
0,01
0.13
0,00
0.0
0.1
418,00
0,01
0.13
0,00
0.0
0.1
421.00
0.01
0.13
0,00
0.0
0.1
424.00
0,01
0.13
0,00
0.0
0.1
42L00
0.01
0.13
0.00
0.0
0.1
430.00
0.01
0.13
0,00
0.0
0.1
433.00
0.01
0.13
0.00
0.0
0.1
443.00
0.00
0.13
0,00
0.0
0.1
453.00
0.00
0.13
0.00
0.0
0.1
463,00
0.00
0.13
0.00
0.0
0.1
473.00
0.00
0.13
0.00
0.0
0.1
483.00
0,00
0.13
0,00
0.0
0.1
493.00
0.00
0.13
0.00
0.0
0.1
503.00
0.00
0.13
0.00
0.0
0.1
513.00
0.00
0.13
0.00
0.0
0.1
523.00
0.00
0,13
0,00
0.0
0.1
533.00
0.00
0.13
0.00
0.0
0.1
543,00
0.00
0.13
0.00
0.0
0.1
553.00
0.00
0.13
0.00
0.0
0.1
563,00
0.00
0,13
0.00
0.0
0.1
573,00
0.00
0.13
0,00
0.0
0.1
583,00
0,00
0.13
0.00
0.0
0.1
593,00
0.00
0.13
0.00
0.0
0.1
603,00
0.00
0,13
0.00
0.0
0,1
613.00
0.00
0.13
0.00
0.0
0.1
62100
0.00
0.13
0.00
0,0
0.1
633.00
0.00
0,13
0.00
0.0
0.1
64100
0,00
0.13
0,00
0.0
0.1
653.00
0.00
0.12
0,00
0.0
0.1
663.00
0.00
0.12
0.00
0.0
0.1
673,00
0.00
0.12
0.00
0,0
0.1
683,00
0.00
0.12
0,00
0.0
0.1
693.00
0.00
0.12
0.00
0.0
0.1
703.00
000
0.12
000
0.0
0.1
713.00
0.00
0.12
0.00
0.0
0.1
723.00
0.00
0.12
0.00
0.0
0.1
733,00
0.00
0.12
0,00
0.0
0.1
743.00
0.00
0.12
0.00
0.0
0.1
753.00
000
0,12
0.00
0,0
0.1
763.00
0.00
0.12
0.00
0.0
0.1
773.00
000
0.12
0,00
0.0
0.1
783.00
0,00
0,12
0.00
0.0
0.1
793,00
0,00
2 R
0,00
0.0
0.1
803.00
0,00
Year sP
0.12
0.00
0.0
0.1
813.00
0.00
5 0.12
0.00
0.0
0.1
823.00
0,00
0.12
0.00
0.0
0.1
833.00
0.00
0.12
0.00
0.0
0.1
843,00
0.00
0.12
0.00
0.0
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2 year storm

16
16
0.002
2
Spillway
Spillway
2
inch
5.10
8.00
3,40
T (time min)
O ( cfs)
Storage
Stage
Outflow
Elevation
orifice
Weir
Weir
Channel
0
0.00
-
0,00
0.00
3.40
0,000
4.00
0,15
-
0.00
0,00
340
0,00
0.0
0.0
0.000
8,00
0.61
37
0.01
0.00
3.41
0.00
0.0
0.0
0,000
1200.
1.34
183
OM
0.00
342
0.00
0.0
0.0
0,000
16.00
2.33
505
0.06
OCO
3.46
0,00
0.0
O.0
0.000
20.00
3.51
1,063
0.12
0.00
3,52
0,00
0.0
0.0
0,001
24.00
4.86
1,906
0.21
0.00
3.61
0,00
0.0
0.0
0,003
28.00
6,30
3,072
0.32
0.05
3.72
0.05
0.0
0.0
0.010
32.00
7.77
4,571
0.46
0,06
3.86
0.06
0.0
O.0
0,027
36,00
9,21
6,420
0,63
0.08
4.03
0.08
0.0
0.0
0.063
40.00
10,55
8,611
0,82
0,09
4.22
0.09
0.0
0.0
0.127
44,00
11.74
11,121
1,04
0.10
4.44
0,10
0.0
0.0
0.239
48,00
12.73
13,915
1.28
0.11
4.68
0.11
0.0
0.0
0.415
52.00
13.47
16.942
1.53
0,13
4.93
0.13
0.0
O.0
0.668
56.00
13.93
20,144
1.79
1.43
5,19
0.14
1.3
0.0
1.016
60.00
14.08
23.143
2.03
9.25
5,43
0.15
9.1
0.0
1.420
64.00
13.94
24,304
2.13
13.68
5,53
0,15
13.5
0.0
1615
68,00
1349
24, 364
2,13
13.68
5.53
0.15
13.5
0.0
1515
72,00
12.86
24,317
2.13
13.68
5.53
0.15
13.5
0.0
1.615
76.00
11.79
24,118
2.11
12.75
5.51
0.15
12.6
0.0
1,575
80.00
10.81
23,887
2.09
11.84
5.49
0,15
11.7
0.0
1,535
84.00
9.91
23,640
2.07
10.95
5.47
0.15
10.8
0.0
1.496
88,00
9,09
23,391
2.05
10.09
5,45
0,15
9.9
0.0
1.458
92.00
8.34
23,152
2,04
9.66
5,44
0,15
9.5
0.0
1.439
96.00
7.64
22,833
2.01
8.43
5,41
0,15
8.3
OC
1.383
100.00
7.01
22.645
1_99
Z64
5,39
0.14
7.5
0.0
1.347
104.00
6.43
22493
1.98
Z26
5,38
0.14
7.1
0.0
1.329
108.00
5.90
22.295
1.97
6.88
5,37
0,14
6.7
0.0
1.311
112,00
5.41
22.059
1.95
6.14
5.35
0.14
6.0
0.0
1.276
116.00
4.96
21,882
1.93
5.44
5.33
0.14
5.3
0.0
1.241
120.00
4.55
21,766
1,92
5.10
5,32
0.14
5.0
0.0
1,224
124.00
4.17
21,634
1.91
4.76
5.31
0.14
4.6
0.0
1,207
128.00
3.82
21,492
190
4.43
5.30
0.14
4.3
0.0
1.191
132.00
3,51
21,345
1.89
4.12
5.29
0.14
4.0
0.0
1.174
136.00
3.21
21,199
1.88
3.81
5,28
0.14
3.7
0.0
1.158
140.00
2.95
21,057
1.87
3.50
5.27
0,14
34
00
1.141
144.00
2,70
20,923
1.86
3.21
5.26
0,14
3.1
0.0
1.125
148.00
2.48
20,801
1,85
2.93
5.25
0.14
2.8
0.0
1,109
152,00
2,27
20,693
1,84
2.65
5.24
0,14
2.5
0.0
1.093
156.00
2.08
20.602
1.83
2.39
5.23
0,14
2.2
0.0
1.077
160.00
1,91
20.529
1,82
2.13
5.22
0,14
M
0.0
1.062
164.00
1.75
20.476
1,82
2.13
5.22
0.14
2.0
0.0
1.062
168,00
1.61
20.385
1,81
1. 99
5.21
0,14
1.8
0.0
1,046
172.00
1.47
20.317
1,81
1.89
5.21
0.14
1.8
0.0
1,046
176.00
1.35
20,217
1.80
1.66
5.20
0.14
1.5
0.0
1.031
180.00
1,24
20,145
179
1.43
5.19
0.14
1.3
0.0
1,016
184.00
1,14
20,098
1.79
1.43
5,19
0.14
1.3
0.0
1.016
188.00
1.04
20,027
1.78
1.22
5.18
0.14
1.1
0.0
1,001
192.00
0.96
19,984
1.78
1,22
5,18
0,14
1.1
0.0
Loot
196.00
0.88
19,920
1,77
1.03
5,17
0,14
0.9
0.0
0.986
199,00
0,82
19,893
1.77
1,03
5.17
0.14
0.9
0.0
0.986
202.00
077
19,856
177
1.03
5.17
0,14
0.9
O.0
0.986
205,00
0.72
19,810
177
1.03
5.17
0,14
0.9
0.0
0.986
208,00
OM
19756
1.76
0,84
5,16
0.14
07
0.0
0,971
211.00
0.63
19,726
1.76
0.84
5.16
0.14
0.7
0.0
0.971
214,00
0.59
19,688
1.76
0.84
5.16
0,14
07
0.0
0.971
217.00
0.56
19,644
1,75
0.67
5.15
0.14
0.5
O.0
0.956
220.00
0.52
19,623
1.75
0.67
5.15
0.14
0.5
0.0
0.956
223.00
0.49
19,596
1.75
0.67
5.15
0.14
0.5
0.0
0,956
226.00
0.46
19,563
1.75
0.67
5.15
0,14
0.5
0.0
0.956
229.00
0.43
19,524
1,74
0,52
5.14
0.14
04
0.0
0.942
232.00
0.40
19,508
1,74
0.52
5.14
0,14
0.4
0.0
0.942
235.00
0,38
19,487
1,74
0.52
5,14
0.14
0.4
0.0
0.942
238.00
0.35
19,461
1,74
0.52
5.14
0.14
0.4
0.0
0.942
241.00
0,33
19,431
1.73
0.38
5,13
0,13
0.2
0.0
0.927
244,00
0.31
19,422
1.73
0,38
5.13
0,13
0.2
O.0
0,927
247,00
0.29
19,408
1.73
0.38
5.13
0.13
0.2
0.0
0.927
250,00
0,27
19,392
173
0.38
5.13
0.13
0.2
0.0
0.927
253,00
0.26
19,371
1.73
0,38
5.13
0,13
0.2
O.0
0.927
256.00
0.24
19,348
1.73
6.38
5.13
0,13
0.2
0.0
0.927
259,00
0.22
19,322
1.73
0,38
5.13
0,13
0.2
0.0
0.927
262.00
0.21
19,293
172
0.27
5,12
0.13
0.1
0.0
0.913
265,00
0.20
19,282
172
0.27
5,12
0,13
O.1
0.0
0,913
268.00
0.18
19.269
172
0.27
5.12
0.13
0.1
0.0
0,913
271.00
0,17
19,254
172
0.27
5.12
0.13
0.1
0.0
0.913
274,00
0.16
19.236
1.72
0.27
5.12
0,13
0.1
0.0
0.913
277.00
0.15
19,217
1.72
0.27
5.12
0,13
0.1
0.0
0.913
280.00
0.14
19,195
172
0.27
5,12
0,13
0.1
0.0
0,913
283.00
0.13
19,172
171
1
11 5,
0.13
0.0
0.0
0,899
286.00
0.12
19,164
171
2years
5.11
0.13
0.0
0.0
0.899
289.00
0.12
19,153
1.71
0.18
5,11
0.13
0.0
0.0
0.899
292.00
0.11
19,142
1]1
10
0,18
5.11
0.13
0.0
0.0
0.899
295.00
0.10
19, 129
171
0.16
5.11
0.13
0.0
0.0
0.899
298.00
0.10
19,114
1.71
0.18
5.11
0,13
0.0
O.0
0.899

301.00
0,09
19.099
1.71
0,18
5.11
0.13
0.0
0.0
0.899
304.00
0.08
19,083
1,71
0.18
5.11
0.13
0.0
0.0
0.899
30Z00
0.08
19,065
170
0.13
5,10
0.13
0.0
0.0
0.885
310.00
007
19,055
1.70
0,13
5,10
0,13
0.0
0.0
0.885
313.00
0,07
19,045
1.70
0,13
5,10
0,13
0.0
0.0
0.885
316.00
0.07
19,033
1.70
0,13
5,10
0.13
0.0
0.0
0.885
319.00
0,06
19.021
1.70
0.13
5.10
0.13
00
0.0
0.885
322.00
0.06
19.008
1,70
0,13
5,10
0.13
0.0
0.0
0.885
325.00
0,05
18,994
1,70
0,13
5,10
0.13
0.0
0.0
0,885
328.00
0.05
18,980
1,70
0,13
5.10
0.13
0.0
0.0
0.885
331.00
005
18,965
170
0,13
5.10
0,13
0.0
0.0
0,885
334.00
0.04
18,949
1.70
0,13
5.10
0.13
0.0
0.0
0.885
337,00
0.04
18,933
1.69
0,13
5.09
0,13
0.0
0.0
0.871
340,00
0.04
18,917
1.69
0,13
5.09
0.13
0.0
0.0
0.871
343.00
0.04
18.900
1.69
0.13
5.09
0.13
0.0
0.0
0.871
346.00
0.03
18,882
1.69
0.13
5.09
0.13
0.0
0.0
0.871
349.00
0.03
18.864
1.69
0,13
5.09
0.13
0.0
0.0
0.871
35200
0.03
18.846
1.69
0.13
509
0.13
0.0
0.0
0.871
35500
0,03
18.828
1,69
0.13
5.09
0.13
0.0
0.0
0.871
358.00
0,03
18,809
1.68
0.13
5.08
0.13
0.0
0.0
0,858
361.00
0.02
18,789
1.68
0.13
5,08
0.13
0.0
0.0
0.858
364.00
0,02
18.770
1.68
0.13
5.08
0.13
00
0.0
0,858
367.00
0.02
18,750
1,68
0.13
5.08
0.13
0.0
0.0
0.858
370.00
0,02
18,730
1,68
0,13
5.08
0.13
0.0
0.0
0,858
373.00
0.02
18,710
1,68
0,13
5.08
0.13
0.0
0.0
0.858
376.00
0.02
18,690
1.67
0,13
5.07
0.13
0.0
0.0
0.844
379.00
0,02
18,669
1.67
0,13
5.07
0.13
0.0
0.0
0.844
382.00
0.02
18,648
1,67
0,13
5.07
0,13
0.0
0.0
0,844
385.00
0.01
18,627
1.67
0,13
5.07
0.13
0.0
0.0
0.844
388,00
0.01
18,606
1.67
0,13
5.07
0.13
0.0
0.0
0.844
391,00
0.01
18,585
1.67
0.13
5,07
0.13
0.0
0.0
0.844
394.00
0.01
18,563
1.66
0,13
5,06
0.13
0.0
00
0,831
397.00
0,01
18,542
1.66
0,13
5.06
0.13
0.0
0.0
0.831
400.00
0.01
18,520
1.66
0.13
5,06
0.13
0.0
0.0
0,831
403.00
0.01
18,498
1.66
0.13
5.06
0.13
0.0
0.0
0,831
406.00
0,01
18.476
1.66
0.13
5.06
0.13
0.0
00
0.831
409.00
0,01
18,454
1.65
0,13
5.05
0.13
0.0
0.0
0.817
412.00
0,01
18,432
1.65
0.13
5.05
0.13
0.0
0.0
0,817
415.00
0.01
18.410
1.65
0.13
5.05
0.13
0.0
0.0
0.817
418.00
0.01
18,388
1.65
0,13
5.05
0.13
0.0
0.0
0.817
421.00
0,01
18.365
1.65
0.13
5.05
0.13
0.0
0.0
0.817
424.00
0,01
18.343
1.65
0.13
5,05
0.13
0.0
0.0
0.817
427.00
001
18,320
1,64
0,13
5.04
0,13
0.0
00
0.804
430,00
0.01
18,298
1_64
0,13
5.04
0.13
0.0
0.0
0.804
433.00
0.01
18,275
1.64
0.13
5,04
0,13
0.0
0.0
0.804
443.00
0.00
18,200
1.63
0,13
5,03
0.13
0.0
0.0
0,791
453,00
0.00
18,124
1.63
0.13
5.03
0,13
0.0
0.0
0,791
463.00
0.00
18,047
1.62
0.13
5.02
0,13
0.0
0.0
0,778
473.00
0.00
17,971
1.61
0.13
5.01
0.13
0.0
0.0
0 766
483.00
0.00
17,894
1,61
0.13
5.01
0.13
0.0
0.0
0.766
493.00
0.00
17,818
1,60
0.13
5,00
0.13
0.0
0.0
0.753
503.00
0,00
17,741
1.60
0,13
5.00
0.13
0.0
0.0
0.753
513.00
0.00
17,664
1.59
0.13
4.99
0.13
0.0
0.0
0.740
523.00
0.00
17,587
1.58
0.13
4,98
0.13
0.0
0.0
0.728
533.00
0.00
17,511
1.58
0.13
4.98
0.13
0.0
0.0
0.728
543.00
0.00
17.434
1.57
0.13
497
0.13
0.0
0.0
0,716
553.00
0.00
17.357
1.56
0,13
4.96
0.13
0.0
0.0
0,704
563.00
0,00
17,281
1.56
0.13
4,96
0.13
0.0
0.0
0,704
573.00
0.00
17.205
1.55
0.13
4.95
0.13
0.0
0.0
0,692
583.00
0.00
17.129
1,55
0.13
4.95
0.13
0.0
0.0
0,692
593.00
0.00
17,052
1.54
0.13
4,94
0,13
0.0
0.0
0.680
603.00
0.00
16,976
1,53
0.13
4.93
0,13
0.0
0.0
0.668
613.00
0.00
16,901
1.53
0.13
493
0,13
0.0
0.0
0.668
623.00
0.00
16.825
1,52
0.13
4.92
0.13
0.0
0.0
0657
633,00
0.00
16,750
1.51
0.13
4.91
0,13
0.0
0.0
0.645
643.00
0,00
16,674
1,51
0.13
4.91
0.13
0.0
0.0
0.645
653.00
0.00
16.599
1,50
0.12
4.90
0.12
0.0
0.0
0.634
663,00
0.00
16,524
1,50
0.12
4.90
0.12
0.0
0.0
0,634
673.00
0.00
16,449
1.49
6.12
4.89
0,12
0.0
0.0
0,623
683.00
0.00
16,375
1,48
0.12
4.88
0.12
0.0
0.0
0,612
693.00
0.00
16,300
1,48
0. 22
4.88
0.12
0.0
0.0
0,612
703.00
0,00
16,226
1,47
0,12
4.87
0.12
0.0
0.0
0,601
713.00
0.00
16,152
1.46
0.12
4.86
0.12
0.0
0.0
0.590
723.00
0.00
16,078
1.46
0.12
4.86
0.12
0.0
00
0.590
733.00
0,00
16,004
145
0.12
4,85
0.12
0.0
0.0
0.579
743.00
0.00
15,930
1.45
0,12
4.85
0.12
0.0
0.0
0.579
753.00
0.00
15,856
1.44
0.12
4.84
0.12
0.0
0.0
0.569
763.00
0.00
15,783
1.43
0.12
4,83
0.12
0.0
0.0
0.558
773.00
0.00
15,710
143
0.12
4,83
0.12
0.0
0.0
0.558
783.00
0.00
15,637
1.42
0.12
4.82
0.12
0.0
0.0
0,548
793.00
0.00
15,564
1.42
0,12
4.82
0.12
0.0
0.0
0.548
803.00
0.00
15,491
1.41
0,12
4.81
0.12
0.0
0.0
0.537
813.00
0.00
15,419
1.40
0.12
4,80
0.12
0.0
0.0
0.527
823.00
0.00
15,346
1.40
2 Year s
F 1
4.80
0.12
0.0
00
0,527
833.00
0.00
15,274
1.39
479
0.12
0.0
0.0
0,517
843,00
0,00
15,202
1.39
110.12
4.79
0.12
0.0
0.0
0.517
853.00
0.00
15, 130
1.38
0.12
4.78
0.12
0.0
0.0
0.508
863.00
0.00
15,058
1,37
0.12
477
0.12
0.0
0.0
0.498
873,00
0.00
14,987
1.37
0.12
4.77
012
0.0
0.0
0,498

883.00
0,00
14,915
1.36
0,12
4.76
0.12
0.0
0.0
0,488
893.00
0,00
14,844
1.36
0,12
4.76
0.12
0.0
0.0
0.488
903.00
0.00
14,773
1.35
0.12
4.75
0.12
0.0
0.0
0.479
913,00
0.00
14,702
1.34
0.12
474
0,12
0.0
0.0
0.469
923.00
0.00
14,631
1.34
0.12
474
0,12
0.0
0.0
0.469
933,00
0.00
14,561
1,33
0.12
4,73
0.12
0.0
0.0
0,460
943.00
0.00
14,491
1.33
0.12
4.73
0.12
00
0.0
0460
953.00
0.00
14,420
1.32
0.12
472
0,12
0.0
0.0
0,451
963.00
0.00
14,350
1.31
0,12
471
0.12
0.0
0.0
0,442
973,00
0.00
14,280
1.31
0.12
471
0.12
0.0
0.0
0.442
983,00
0,00
14,211
1,30
0.12
4,70
0.12
0.0
0,0
0433
993.00
0,00
14,141
1,30
0.12
470
0.12
0.0
0.0
0.433
1003.00
0,00
14,072
1,29
0,12
4,69
0.12
0.0
0,0
0424
1013,00
0,00
14,002
1.29
0.12
4,69
0.12
0.0
0,0
0.424
1023,00
0.00
13,933
1,28
0.11
4.68
0.11
0.0
0.0
0415
1033.00
0,00
13,864
1,27
0.11
4.67
0.11
0.0
0.0
0407
1043.00
0.00
13,796
1,27
0.11
4.67
0.11
0.0
0.0
0407
105300
0.00
13,727
1,26
0.11
4,66
0.11
0.0
0.0
0.398
1063.00
0.00
13.659
1.26
0.11
4,66
0.11
0.0
0,0
0.398
1073,00
0.00
13,590
1.25
0.11
4,65
0,11
0.0
0.0
0.390
1083.00
0,00
13,522
1.25
0.11
4,65
0.11
0.0
0.0
0,390
1093.00
0,00
13,454
1.24
0.11
4,64
0.11
0.0
0.0
0.382
1103,00
0.00
13,387
1.23
0.11
4.63
0.11
0.0
0.0
0.373
1113,00
0.00
13,319
1.23
0.11
4.63
0.11
0.0
0.0
0,373
1123.00
0.00
13,252
1.22
0.11
4.62
0.11
00
0.0
0,365
1133,00
0,00
13,184
1.22
0.11
4.62
0.11
0.0
0.0
0.365
1143.00
0.00
13,117
1.21
0.11
4.61
0,11
0.0
0.0
0,357
1153.00
0.00
13,050
1,21
0.11
4,61
0.11
0.0
0.0
0,357
1163.00
0.00
12,984
1.20
0.11
4.60
0.11
0.0
0.0
0.350
1173.00
0.00
12,917
1.19
0.11
4,59
0.11
0.0
0.0
0,342
1183.00
0.00
12,851
1.19
0.11
4.59
0,11
0.0
0.0
0.342
1193.00
0.00
12,784
1.18
0.11
4,58
0.11
0.0
0.0
0.334
1203.00
0.00
12,719
1,18
0.11
4.58
0.11
0.0
0.0
0,334
1213,00
0,00
12,653
1.17
0,11
4.57
0.11
0.0
0.0
0.327
122300
0.00
12,587
1,17
0,11
4,57
0.11
0.0
0.0
0.327
1233.00
0.00
12.521
1,16
0.11
4.56
0.11
0.0
0.0
0.319
1243.00
0.00
12,456
1.16
0.11
4.56
0.11
0.0
0.0
0.319
1253.00
0.00
12,390
1.15
0.11
4.55
0.11
0.0
0.0
0.312
1263.00
0.00
12,325
1.14
0.11
4,54
0.11
0.0
0.0
0.305
1273.00
0.00
12,261
1_14
0.11
4.54
0.11
0.0
0.0
0.305
1283.00
0.00
12.196
1,13
0.11
4.53
0.11
0.0
0.0
0,298
1293.00
0.00
12.131
1,13
0,11
4.53
0.11
0.0
0.0
0.298
1303.00
0,00
12.067
1.12
6.N
4.52
0.11
0.0
0.0
0291
1313,00
0.00
12.003
1.12
0.11
4.52
0.11
0.0
00
0 291
1323,00
0.00
11.939
1.11
0.11
4.51
0.11
0.0
0.0
0,284
1333,00
0,00
11.875
1.11
0.11
4.51
0.11
0,0
0.0
0.284
1343.00
0.00
11.811
1.10
011
4.50
0.11
0.0
0.0
0.277
1353,00
0.00
11.748
1,10
0,11
4.50
0.11
0.0
0.0
0.277
1363,00
0.00
11,684
1.09
0,11
449
0.11
0.0
0.0
0.271
1373.00
0.00
11,621
1.08
0.10
4.48
0.10
0.0
0.0
0.264
1383.00
0.00
11,558
1.08
0.10
4.48
0.10
0.0
0.0
0.264
1393.00
0.00
11,495
1.07
0.10
4.47
0,10
0.0
0.0
0,258
1403.00
0.00
11,432
1.07
0,10
4.47
0.10
0.0
0.0
0258
1413.00
0.00
11,370
1.06
0.10
446
0.10
0.0
0.0
0.251
1423.00
0.00
11,308
1,06
0.10
446
0.10
0.0
0.0
0.251
1433.00
0,00
11,245
1.05
0.10
4.45
0.10
0.0
.0.0
0,245
1443.00
0.00
11, 183
1.05
010
4.45
0.10
0.0
0.0
0.245
1453.00
0.00
11, 121
1,04
0.10
444
0.10
0.0
0.0
0.239
1463.00
0,00
11,060
1,04
0.10
4,44
0.10
0.0
0.0
0.239
1473.00
0.00
10,998
1.03
0.10
4.43
0.10
0.0
0,0
0.233
1483.00
0.00
10,937
1.03
0.10
443
0,10
0.0
0.0
0.233
1493.00
0,00
10,876
1.02
0.10
4,42
0,10
0.0
0.0
0,227
1503.00
0.00
10,815
1,02
0.10
4,42
0,10
0.0
0.0
0.227
1513.00
0.00
10,754
1.01
0.10
4,41
0,10
0.0
0.0
0.221
1523,00
0.00
10,693
1.01
0,10
4.41
0.10
0.0
0.0
0,221
1533.00
0.00
10,632
1.00
0.10
4,40
0,10
0.0
0.0
0.215
1543,00
0.00
10,572
0.99
0.10
4.39
0.10
0.0
0.0
0,209
1553.00
0,00
10,512
0.99
0.10
4.39
0,10
0.0
0.0
0,209
1563.00
0.00
10,452
0.98
0.10
4.38
0.10
0.0
0.0
0.204
1573,00
0.00
10,393
0,98
0.10
4,38
0.10
0.0
00
0204
1583.00
0,00
10.333
0,97
0.10
4,37
0.10
0.0
0.0
0.198
1593.00
0.00
10,274
0.97
0.10
4.37
0.10
0.0
0.0
0,198
1603.00
0.00
10,214
0.96
0.10
4,36
0.10
0.0
0.0
0.193
1613.00
0.00
10,155
0.96
0.10
4,36
0.10
0.0
0.0
0,193
1623.00
0.00
10,096
0.95
0.10
4.35
0,10
0.0
0.0
0.188
1633.00
0.00
10,038
0.95
0.10
4.35
0.10
0.0
0.0
0.188
1643.00
0.00
9.979
0.94
0.10
4,34
0.10
0.0
0.0
0.182
1653.00
0.00
9,921
0.94
0.10
4.34
0.10
0.0
0.0
0.182
1663.00
0.00
9,862
0.93
0,10
4,33
0.10
0.0
0.0
0.177
1673,00
0.00
9,804
0.93
0.10
4.33
0,10
0.0
0.0
0.177
1683.00
0.00
9,746
0.92
0.10
4.32
0,10
0.0
0.0
0.172
1693.00
0.00
9,689
0.92
0.10
4.32
0.10
0.0
0.0
0,172
1703.00
0,00
9,631
0,91
0.10
4,31
0.10
0.0
0.0
0.167
1713.00
0.00
9,574
0.91
2 year s
4.31
0.10
0.0
0.0
0,167
1723.00
0.00
9,517
0,90
4.30
0.09
0.0
0.0
0.162
1733.00
0.00
9.460
0.90
120.09
4,30
0.09
0.0
0.0
0.162
1743.00
0.00
9,403
0.89
0.09
429
0.09
0.0
0.0
0.158
1753.00
0.00
9,346
0.89
0.09
4.29
0,09
0.0
0.0
0.158
1763.00
0.00
9,290
0.88
0.09
4.28
0.09
0.0
0.0
0.153

1773.00
0.00
9,233
0,88
0.09
4,28
0.09
0.0
0.0
0.153
1783.00
0.00
9,177
0.87
0.09
427
0.09
0.0
0.0
0,148
1793.00
0,00
9,121
0.87
0.09
4.27
0.09
0.0
0.0
0,148
1803.00
0,00
9,065
0.86
0.09
4.26
0.09
0.0
0.0
0,144
1813.00
0.00
9,010
0.86
0.09
4.26
0.09
0.0
0.0
0.144
1823.00
0.00
8,954
0,85
0.09
4.25
0.09
0.0
0.0
0,139
1833.00
0.00
8.899
0.85
0.09
4.25
0.09
0.0
0.0
0.139
1843.00
0,00
8,844
0.85
0,09
4.25
0,09
0.0
0.0
0.139
1853,00
0.00
8,789
0.84
0.09
4.24
0,09
0.0
0.0
0.135
1863,00
0.00
8,734
0,84
0.09
4.24
0.09
0.0
0.0
0,135
1873.00
0.00
8,679
0.83
0,09
4.23
0.09
0.0
0.0
0,131
1883.00
OM
8,625
0,83
0.09
4.23
0.09
0.0
0.0
0,131
1893.00
0.00
8,570
0.82
0.09
4.22
0.09
0.0
0.0
0.127
1903.00
0.00
8,516
0.82
0.09
4.22
0,09
0.0
0.0
0.127
1913.00
0,00
8,462
0.81
0,09
4.21
0.09
0.0
0.0
0.123
1923.00
0.00
8,409
0.81
0,09
4.21
0.09
0.0
0.0
0.123
1933.00
0,00
8,355
0.80
0,09
4.20
009
0,0
0.0
0.119
1943.00
0.00
8.302
0.80
0.09
420
0.09
0.0
0.0
0.119
1953.00
0.00
8,248
0.79
0.09
4,19
0.09
0.0
0.0
0.115
1963.00
0.00
8,195
0.79
0,09
4,19
0.09
0.0
0.0
0,115
1973,00
0,00
8,142
0.78
009
4.18
0.09
0.0
0,0
0.111
1983.00
0,00
8,090
0,78
0.09
4,18
0,09
0.0
0.0
0.111
1993.00
0.00
8,037
0.77
0.09
4.17
0.09
0.0
0.0
0.107
2003,00
0.00
7,985
0.77
0.09
4.17
0.09
0.0
0.0
0.107
2013.00
0.00
7,933
077
0.09
4.17
0,09
0.0
0.0
0.107
2023.00
0,00
7,881
0.76
0.09
4.16
0.09
0.0
0.0
0.103
2033.00
0.00
7,829
0,76
0.09
4.16
0,09
0.0
0.0
0.103
2043.00
0.00
7,777
0.75
0,09
4.15
0.09
0.0
0.0
0.100
2053.00
0.00
7,725
0.75
0.09
4.15
0,09
0.0
0,0
0,100
2063.00
0,00
7,674
0.74
0,09
4.14
0.09
0.0
0.0
0.096
2073.00
0.00
7,623
0.74
0,09
4.14
0.09
0.0
0.0
0,096
2083.00
0,00
7,572
0.73
0.08
4.13
0.08
0,0
0.0
0,093
2093,00
0.00
7,521
073
0.08
4,13
0.08
0.0
0.0
0.093
2103,00
0.00
7,471
0.72
0.08
4.12
0.08
0.0
0.0
0.090
211300
0.00
7,420
0,72
0.08
4.12
0,08
0.0
0.0
0.090
2123.00
0,00
7,370
032
0.08
4.12
0.08
0.0
0.0
0,090
2133.00
0.00
7,320
0.71
0.08
4.11
0,08
0.0
0.0
0.086
2143.00
0.00
7.270
0.71
0,08
4.11
0.08
0.0
0.0
0.086
2153.00
0,00
7.220
0.70
0.08
4.10
0.08
0.0
0.0
0.083
2163.00
0.00
7.171
0.70
0,08
4.10
0.08
0.0
0.0
0,083
2173.00
0.00
7,121
0.69
0.08
4.09
0.08
0.0
0,0
0,080
2183.00
0.00
7,072
0.69
0,08
4.09
0.08
0.0
O.0
0.080
2193.00
0.00
7,023
0.68
0,08
4.08
0.08
0.0
0.0
0.077
2203.00
0.00
6,974
0.68
0.08
4.08
0,08
0.0
0.0
0.077
2213.00
0.00
6,926
0.68
0,08
4.08
0.08
00
0.0
0.077
2223.00
0.00
6,877
0.67
0.08
4,07
0.08
0.0
0.0
0.074
2233.00
0.00
6,829
0.67
0.08
4.07
0.08
0.0
0.0
0.074
2243.00
0.00
6,781
0.66
0.08
4,06
0,08
0.0
0.0
0.071
2253.00
0.00
6.733
0,66
0.08
4.06
0,08
0.0
0.0
0.071
2263.00
0,00
6.685
0.65
0.08
4.05
0.08
0.0
0.0
0.068
2273.00
0.00
6,637
0.65
0.08
4.05
0.08
0.0
0,0
0,068
2283.00
0,00
6,590
0.65
0.08
4.05
008
0.0
0.0
0.068
2293.00
0.00
6,543
0.64
0,08
4.04
0.08
0.0
0.0
0.065
2303.00
0.00
6,496
094
0.08
4.04
0.08
0.0
0.0
0.065
2313.00
0,00
6449
0.63
0,08
4.03
0.08
0.0
0.0
0.063
2323.00
0.00
6402
0.63
0,08
4.03
0,08
0.0
0.0
0,063
2333,00
0.00
6,355
0,62
0.08
4.02
0,08
0.0
0,0
0.060
2343,00
0.00
6,309
0.62
0.08
4.02
0.08
00
0.0
0.060
2353.00
0.00
6,263
0,62
O08
4,02
0.08
0.0
0.0
0.060
2363.00
0.00
6.217
0.61
0.08
4.01
0,08
0.0
0.0
0.058
2373.00
0.00
6.171
061
0.08
4.01
0.08
0.0
0.0
0,058
2383.00
0.00
6.126
0,60
0.08
4.00
0.08
0.0
0.0
0.055
2393.00
0.00
6,080
0.60
OM
4,00
0,08
0.0
0.0
0,055
2403.00
0.00
6,035
0.60
0.08
4.00
0,08
0.0
0.0
0.055
2413.00
0,00
5,990
0.59
0.07
3,99
0,07
0.0
0.0
0.053
2423,00
0,00
5.945
0.59
0.07
399
0.07
0.0
0.0
0.053
2433.00
0,00
5,900
0.58
0,07
3.98
0.07
0.0
0.0
0.050
2443.00
0,00
5,856
0.58
0.07
3,98
0.07
0.0
0.0
0.050
2453,00
0.00
5,811
0.58
0.07
398
007
0.0
0.0
0.050
2463.00
0.00
5,767
0.57
0.07
3.97
0.07
0.0
0.0
0,048
2473.00
0.00
5,723
0.57
0.07
3.97
0.07
0.0
0.0
0.048
2483,00
0.00
5,679
0.56
0.07
3.96
0.07
0.0
0.0
0.046
2493,00
0.00
5,635
0.56
0.07
3.96
0.07
0.0
0.0
0.046
2503,00
0.00
5,592
0,56
0.07
3.96
0.07
0.0
0.0
0.046
2513,00
0.00
5.546
0,55
0,07
3.95
0.07
0.0
0.0
0,044
2523.00
0.00
5.505
0,55
0,07
3.95
0.07
0.0
00
0.044
2533.00
0.00
5,462
0.54
0.07
3,94
0.07
0.0
O.O
0.042
2543.00
0.00
5,420
0,54
0.07
3,94
0,07
0.0
0,0
0,042
2553.00
0,00
5,377
0.54
0.07
3,94
0,07
0.0
0.0
0,042
2563.00
0.00
5,335
0.53
6.07
3,93
0,07
0.0
0.0
0.040
2573.00
0.00
5,293
0.53
0.07
3,93
0,07
0.0
0.0
0.040
2583.00
0.00
5,250
0.52
0.07
3.92
0.07
0.0
0.0
0.038
2593.00
0.00
5,209
0.52
0.07
3.92
0.07
0.0
0.0
0.038
2603.00
0.00
5, 167
0,52
2Years
3.92
0,07
0.0
0.0
0.038
2613.00
0,00
5, 126
091
07
391
0.07
0.0
0.0
0.036
2623.00
0.00
5,084
0.51
130,07
3.91
0.07
0.0
0.0
DAM2633.00
0.00
5,043
0.51
0.07
3.91
0.07
0.0
0.0
0.036
2643.00
0,00
5,002
0.50
0.07
3.90
0.07
0.0
0.0
0.034
2653.00
0.00
4,961
0.50
0,07
3,90
0.07
0.0
00
0.034

2663.00
0,00
4,921
0.49
00
3.89
0.07
0.0
0.0
0.032
2673,00
0.00
4,881
0.49
0.07
3.89
0,07
0.0
0.0
0.032
2683.00
0.00
4,840
0.49
0.07
3.89
0.07
0,0
0.0
0,032
2693,00
0.00
4,800
0.48
0.07
3.88
0.07
0,0
0.0
0.030
2703,00
0.00
4,761
0.48
0.07
3,88
0.07
0.0
0.0
0.030
2713.00
0.00
4.721
0.48
0.07
3,88
0.07
0.0
00
0.030
2723,00
0,00
4,681
0.47
0.07
3.87
0.07
0.0
0.0
0029
2733.00
0.00
4,642
0.47
0.07
3.87
0.07
0.0
0.0
0.029
2743,00
0.00
4.603
0.47
0.07
3.87
0.07
0.0
0.0
0.029
2753.00
0.00
4.564
0 46
006
3.86
0.06
0.0
0.0
0,027
2763.00
0.00
4,525
046
0.06
3.86
0.06
0,0
0.0
0,027
2773,00
0.00
4.486
0.45
0.06
3.85
0.06
0.0
0.0
0,026
2783.00
0.00
4,448
0.45
0.06
3.85
0.06
0,0
0.0
0.026
2793,00
0.00
4, 410
0.45
0.06
3.85
0,06
0.0
0.0
0.026
2803.00
0,00
4.372
0.44
0.06
3.84
0.06
0.0
0.0
0.024
281300
0.00
4.334
0.44
0.06
3,84
0.06
0.0
0.0
0.024
2823.00
0.00
4,297
0.44
0.06
3.84
0,06
0.0
0.0
0.024
2833.00
0,00
4,259
0.43
0.06
3,83
0,06
0.0
0.0
0.023
2843,00
0,00
4,222
0.43
0.06
3.83
0,06
0.0
0.0
0.023
2853.00
0.00
4,185
0.43
0.06
3,83
0.06
0.0
0.0
0.023
2863.00
0.00
4,148
0.42
0,06
3,82
0.06
0.0
0.0
0.021
2873.00
0,00
4.111
0.42
0,06
3.82
0,06
0.0
0.0
0.021
2883,00
0.00
4,075
0.42
0,06
3.82
0.06
0.0
0.0
0,021
2893,00
0.00
4,038
0.41
0.06
3.81
0.06
0.0
0.0
0,020
2903.00
0.00
4,002
0.41
0,06
3.81
0.06
0.0
0.0
0,020
2913.00
0.00
3.966
041
0.06
3.81
0.06
0.0
0.0
0,020
2923.00
0.00
3,930
0.40
0 06
3.80
0.06
0.0
0.0
0.019
2933.00
0.00
3.895
0.40
0.06
3.80
0.06
0.0
0.0
0019
2943,00
0.00
3,859
0.40
0.06
3.80
0.06
0.0
0.0
0.019
2953.00
0.00
3,824
0.39
0.06
379
0,06
0.0
0.0
0,017
2963.00
0.00
3,789
0.39
0.06
3.79
0.06
0.0
0.0
0.017
2973,00
0,00
3,754
0.39
0.06
3.79
0.06
0.0
0.0
0.017
2983.00
0,00
3,719
0.38
0.06
378
0.06
0.0
0.0
0,016
2993.00
0.00
3,685
0,38
0.06
3.78
0.06
0.0
0.0
0.016
3003.00
0,00
3,651
0.38
0.06
3.78
0.06
0.0
0.0
0.016
3013.00
0.00
3,616
0,37
0.06
377
0.06
0.0
0.0
0,015
3023.00
0.00
3,583
0.37
0.06
3.77
0,06
0.0
0.0
0.015
3033.00
0,00
3.549
0.37
0,06
3.77
0,06
0.0
0.0
0,015
3043.00
0.00
3,515
0.36
0,06
3.76
0.06
0.0
0.0
0.014
3053,00
0.00
3,482
0.36
0,06
3.76
0.06
0.0
0.0
0.014
3063.00
0.00
3,449
0,36
0.06
3.76
0,06
0.0
0.0
0,014
3073.00
0.00
3.416
0.35
0,05
3.75
0.05
0.0
0,0
0,013
3083.00
0.00
3,383
0,35
0.05
3.75
0.05
0,0
0.0
0,013
3093.00
000
3.351
0.35
0.05
3.75
0.05
0,0
0.0
0,013
3103.00
0.00
3,318
0.35
0,05
3.75
0.05
0.0
0.0
0,013
3113,00
0.00
3,286
0.34
0.05
3.74
0.05
0,0
0.0
0.012
3123,00
0,00
3,254
0.34
0.05
3.74
0.05
0.0
0.0
0.012
3133,00
0,00
3,222
0.34
0.05
3.74
0.05
0.0
0.0
0.012
3143.00
0.00
3,190
0.33
0,05
3.73
0.05
0.0
0.0
0,011
3153,00
0,00
3, 158
0.33
0,05
3.73
0.05
0.0
0.0
0,011
3163.00
0,00
3,127
0.33
0.05
373
0.05
0.0
0.0
0.011
3173.00
0,00
3,096
0,32
0.05
3.72
0.05
0.0
0.0
0.010
3183.00
0.00
3,065
0.32
0.05
3.72
0.05
0.0
0.0
0.010
3193.00
0.00
3,035
0.32
0,05
3.72
0.05
0.0
0.0
0010
3203.00
0,00
3,004
0,32
0.05
3.72
0.05
0.0
0.0
0.010
3213.00
0,00
2,973
0.31
0.05
3.71
0.05
0.0
0.0
0.009
3223.00
0.00
2,943
0,31
0.05
3.71
0.05
0.0
0.0
0.009
3233.00
0,00
2.913
0.31
0.05
3,71
0,05
0.0
0.0
0,009
3243.00
0.00
2,883
0.30
0,05
3.70
0.05
0.0
0.0
0.009
3253.00
0.00
2,854
0,30
0.05
3,70
0,05
0.0
0.0
0.009
3263.00
0.00
2.825
0.30
0,05
3.70
0,05
0,0
0.0
0,009
3273,00
0.00
2,795
0.30
0.05
3.70
0,05
0.0
0.0
0,009
3283.00
0.00
2,766
0.29
005
3.69
0,05
0.0
0.0
0.008
3293.00
0.00
2.737
029
0,05
3.69
0,05
0.0
0.0
0,008
3303.00
0,00
2,709
0.29
0.05
3.69
0.05
0.0
0.0
0.008
3313.00
0.00
2,680
0.28
0,05
3.68
0.05
0.0
0.0
0.007
3323,00
0.00
2,652
0.28
0.05
3.68
0.05
0.0
0.0
0,007
3333.00
0,00
2,624
0.28
0.05
3.68
0.05
0.0
0.0
0.007
3343.00
0.00
2,596
0.28
0.05
3.68
0.05
0.0
0.0
0.007
3353.00
0,00
2,568
0.27
0,05
3.67
0.05
0.0
0.0
0.007
3363.00
0.00
2,541
0,27
0.05
3.67
0.05
0.0
0,0
0,007
3373.00
0.00
2,514
0.27
0.05
3.67
0.05
0.0
0.0
0,007
3383,00
0,00
2487
0.27
0,05
3.67
0.05
0.0
0.0
0,007
3393.00
0.00
2460
0,26
0,04
3.66
0.04
0.0
0.0
0.006
3403.00
0.00
2,433
0.26
0.04
3.66
0.04
0.0
0.0
0.006
3413.00
0.00
2,407
0.26
0.04
3,66
0,04
0.0
0.0
0.006
3423,00
0,00
2.380
0.25
0.04
3.65
0,04
0.0
0.0
0.005
3433.00
0.00
2,354
0,25
0.04
3.65
0,04
0.0
0.0
0.005
3443,00
0.00
2,329
025
004
3.65
0.04
0.0
0.0
0.005
3453.00
0.00
2,303
0,25
0.04
3.65
0.04
0.0
0.0
0.005
3463.00
0.00
2,277
0,24
0.04
3.64
0.04
0.0
0.0
0.005
3473.00
0.00
2,252
0.24
0,04
3.64
0.04
0.0
0.0
0.005
3483.00
0,00
2.227
024
0,04
3.64
0,04
0.0
0.0
0.005
3493.00
0.00
2,202
0.24
2{�J�4
304
0.04
0.0
0,0
0.005
3503.00
0.00
2,177
0.23
year s
4
3.63
0.04
0.0
0.0
0,004
3513.00
0.00
2,153
0.23
140.04
3.63
0.04
0.0
0.0
0,004
3523.00
0,00
2,129
0.23
0,04
3.63
0,04
0.0
0.0
0.004
3533,00
0.00
2, 105
0.23
0.04
3.63
0,04
0.0
0.0
0.004
3543.00
0.00
2081,
023
0.04
3.63
0,04
0.0
0.0
0.004

3553.00
0.00
2,057
0,22
0.04
3.62
0.04
0.0
0.0
0.004
3563.00
0,00
2,034
0.22
0. 44
3,62
0.04
1
0.0
0.004
3573.00
0.00
2,010
0.22
0.04
3.62
0.04
0,0
0.0
0.004
3583.00
0.00
1,987
0.22
004
3.62
0.04
0.0
0.0
0.004
3593.00
0.00
1,964
0.21
0.04
3.61
0.04
0.0
Oro
0.003
Using minimum flow between on6ce and channel equation
Results of routing the 2 year 24 hour storm (80%)
Use orifice =
2.00 inches
will draw down temporary pool in 3.10 days
Peak outflow =
13.68 cfs
Is this less than 22.037 OK
Peak Stage=
2.13 ft
Water Elevation=
5.53 mist
Peak Storage
24,364 cf
Design Spillway
5.10 msl
Temporary Pool Elevation for 1st inch unformed
Length of weir
16.00 fl
To control 80 % 2 year storm
Structure Overgow
8.00 msl
Emergency spillway set to keep cover over the pipe
Length of weir
16.00 fl
2 year storm
15

JU1.21.2001 8:17AM TERRACON GREENVILLE N0.431 P. 2
CLIENT:
PROJECT:
WEATHER:
TERRACON JOB N0.
DATE: July 11, 2007
TERRACON
111-C W. FIRE TOWER RD.
WINTERVILLE, N.C. 28590
TELEPHONE [phone]
JUL 3 0 2007
Baldwin and Associates DWQ_g17 +/t yi0
New Bus Maintenance Facility, Craven County Schools
New Bern, North Carolina
Mostly sunny and hot
72071204
PERSONNEL: Bob Neel
As requested by Mr. Robert Knopf, representing Baldwin and Associates, a representative
of Terracon Consultants, Inc. was on site today to provide visual soil classification, to
determine the depth to the water table and to obtain a soil sample for flex wall
permeability testing. The area explored included the on site detention pond at the
approximate locations as indicated on the attached drawing.
The soils observed at location one consisted of brown, tan and gray slightly silty fine to
medium sand to the boring termination depth of eight feet. As the proposed pond depth is
6.5 feet, a soil sample was obtained from a depth of 6.5 to 8.0 feet. The depth to
groundwater was 6.5 feet and the hand auger boring was observed to have caved at a
depth of 6.5 feet upon termination of drilling.
The soils observed at location two were consistent with location one with the exception
that we observed a gray clayey fine to medium sand stratum from four to five feet. The
groundwater level was also slightly higher (5.5 feet) and the hand auger boring was
observed to have caved at a depth of 5.5 feet upon termination of drilling. A soil sample
was obtained from a depth of six to seven feet and was combined with the soils obtained
from location one.
Upon return to the laboratory, the permeability sample was remolded to a wet unit weight
of 107.2 at a soil moisture of 13.2 percent. The permeability test results obtained are
attached.
Mr. Robert Knopf was advised of our test results by written transmittal.
RESPECTFULLY SUBMITTED
TERRACON

NO.431 K 3
JUL.21.2001 8:17AM TERRACON GREENVILLE
r
PERMEABILITY TEST REPORT
TEST
DATA: SAMPLE DATA:
Specimen Height (cm): 10.15 Sample Identification: Sampled from 6.5 to
Specimen
Diometer (cm): 7.27 8.0 ft
Dry Unit
Weight (pef); 94.7 Visual Description: Lt Gray,
Gray Brown and
Moisture
Before Test (7): 13.2 Tan Brown Silty Fine to
Medium Sand
Moisture
After Test (7.); 22.5 Remarks: ASTM D-5084
Run Number: 1 • 2 4,
Cell
Pressure (psi): 44.0 44.0 Maximum Dry Density (pCf):
Test
Pressure(psi) : 41.0 4).0 Optimum Moisture Content (7.):
Bock
Pressure(psi): 40.0 40.0
Diff.
Head (psi): 110 1.0 Percent Compaction:
Flow
Rote (cc/sec): 2.91 x 10--I 2.98x 10--1 Permeometer type: Flexible Wall
Perm.
(cm/sec): 9.05x 10--4 8 94 x 10--4 Semple type: Remolded
TIME - t (sec)
0 25 50 75
100
0
U
u
2
>
a
4
w
J
0
6
0
J
w
5
10
u
y
1 . 10--3
0 x 10--4
E
v6
. 10--4
Y
4 x 10^-4
Y
r
J
J
H
m
2 x 10'-•
W
W
W
w
0 5 10 15
20
AVERAGE HYDRAULIC GRADIENT - dH/L (cm/cm)
Project: New Bus Maintenonce Facility
Project No.:
72071204
Location:
New Bern, NC
File No.:
Date:
7-12-2007
Lab No.;
Tested by:
LC
PERMEABILITY TEST REPORT
Checked by:
BN
TERRACON CONSULTANTS, INC.
Test: CH -
Constant head

1700 Cobb St., New Bem,:NC - Google Maps.: http://maps.googJe.com/maps?N&hl=en&geocode=&q=I700+Cobb+!..
Address 1700 Cobb St Save trees. Go green!
'� 6 98Ic" Now Bern,. NC 28560. _ ' ' ' " Download Google Maps for mobile
{� 1ps Text maps to 466453
I'of L„ , : .. 8/14/2007 2:37 PM

1700 Cobb,St., New Bern, NC - Google Maps
1, , http://maps.google.com/maps?f=q&hl=en&geocode=&q=1700+Cobb+..
Goggle -
Maps,
Address 1700 Cobb St
New Bern, NC 28560
Save trees. Go green!
Download Google Maps for moblle
Text maps to 466453
l OPI 8/14/2007 2:36 PM

®��
NCDENR .4o 5e�r—�
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Include this form
with the application package because it helps us to distinguish which projects are going throughAe�e�prerest eview
�1U
and not the routine review: t1� tr
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee _ncmail.net JUL 3 0 2007
• Mooresville & Asheville Region -Patrick Grogan 704-663-3772 or patrick.grogan(ancmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison a7ncmail.net nillyn,-mia mi.
• Wilmington Region -Cameron Weaver or Janet Russell 910-350-2004orcameron.weaver(a)ncmail.netorianet.russell(alncmail.'net
Project application received after 12 noon will be stamped in the following work day.
APPLICANT Name David Clifton, Assistant Superintendent
Company Craven County Schools Address 3600 Trent Road City/State New Bern, NC Zip 28562
Phone [phone] Fax Email
PROJECT SYSTEM(S) TRIBUTARY TO Jack Creek SURFACE WATER CLASSIFICATION
PROJECT Name JT Barber Elementary School and bus Maintenance Garage Renovation County Craven
PROJECT LOCATION (ADDRESS) 1700 Cobb Street
ENGINEER/CONSULTANT Robert J Knopf Jr PE
Company Baldwin and Associates
Address 1015 Conference Drive City/State Greenville, NC Zip 27858
Phone [phone] Fax Email
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required UYes U No
® STREAM ORIGIN Determination: 2 Stream calls; Stream Name UT to Jack Creek
❑ STORMWATER ❑Low Density ® High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
1
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 7_1 acres to be disturbed.(CK #18919 (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑ WETLANDS (401): Check all that apply Isolated wetland on Property ❑ Yes ❑ No
Wetlands on Site ❑ Yes ❑ No / Buffer Impacts: ❑ No ❑ YES: acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No / Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 401 Application required: ❑Yes ❑ No If YES, ❑ Regular
404 Application in Process w/ US ACOE: ❑ Yes ❑ No I Permit Received from US ACOE ❑ Yes ❑ No
Perennial, Blue line stream, etc on site ❑ yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
Fee Split for multiple permits: (Check # 18918) Total Fee Amount $ 4000
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
CAMA
Variance Ma'; ❑ Min
SW ❑ HD; ❑ LD)
7/30/07
$2466.67
401:
LQS
7130/07
$1333.33
Stream Deter,2_
1 7/30/07
$200.00

i
,'i",]Y� cal;._..
SJr

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this form and
an acceptable erosion and sedimentation control plan have been completed and approved by the Land Quality
Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if the question is not
applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name JT Barber Elementary School and Bus Maintenance Garage Renovation
2. Location of land -disturbing activity: County Craven City or Township New Bern
Highway/Street Cobb Street Latitude N350-7' Longitude W770-4'
3. Approximate date land -disturbing activity will commence: June 30, 2007
4. Purpose of development (residential, commercial, industrial, institutional, etc.): School
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 7.1 acres
6. Amount of fee enclosed: $ 4,400 (S&EC & SWI. The Express Permitting application fee is a dual charge. The
normal fee of $50.00 per acre (rounded up to the next acre) is assessed without a ceiling amount. In addition,
the Express Permitting supplement is $250.00 per acre up to eight acres, after which the Express Permitting
supplemental fee is a fixed $2,000.00 (Example: 9 acres total is $2,450).
Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name _Robert J. Knopf Jr. P.E. E-mail [e-mail]
Address 1015 Conference Drive, Greenville NC 27858
Telephone [phone] Cell #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Craven County Schools
Name
3600 Trent Road
Current Mailing Address
New Bern INC 28562
City State Zip
10. Deed Book
252-514-6300
Telephone
Current Street Address
City
State
Fax # [phone]
Fax Number
Zip
Page No. Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Craven County Schools
Name
3600 Trent Road
Current Mailing Address
E-mail Address
Current Street Address
New Bern NC 28562
City State Zip City State Zip

Telephone [phone] Fax Num
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address of the
designated North Carolina Agent:
Name
Current Mailing Address
City
E-mail Address
Current Street Address
State Zip City State Zip
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an assumed
name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible Party is a
Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City State
E-mail Address
Current Street Address
Zip City
Fax
State Zip
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other consultant
who can assist in providing any necessary information regarding the plan and its preparation:
Baldwin and Associates [e-mail]
Engineering Firm or other consultant E-mail Address
Robert J. Knopf, Jr., P.E. 252-756-1390
Individual contact person (type or print) Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by me under oath
(This form must be signed by the Financially Responsible Person if an individual or his attorney -in -fact, or if not an
individual, by an officer, director, partner, or registered agent with the authority to execute instruments for the
Financially Responsible Person). I agree to provide corrected information should there by any change in the
information provided herein.
David Clifton Associate Superintendent
Type print name Title or Authority
-� 7L
Signature Dates
1, Lgi-1 M - I'reSLoi--- , a Notary Public of the County of R a L ila
State of North Carolina, hereby certify that NO(] C, (i 1-iV appeared personally before
me this day and being duly sworn acknowledged that the above form was executed by him.
v
Witness my hand and notarial seal, this J I day of J L(� , 20 0
xQ
Notary
ai
My commission expires ,�zj(�

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this form and
an acceptable erosion and sedimentation control plan have been completed and approved by the Land Quality
Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if the question is not
applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name JT Barber Elementary School and Bus Maintenance Garage Renovation
2. Location of land -disturbing activity: County Craven City or Township New Berri" ' 7• (' -^.
Highway/Street Cobb Street Latitude N350-7' Longitude W770-4' JUL 3 0 2007
3. Approximate date land -disturbing activity will commence: June 30, 2007
4. Purpose of development (residential, commercial, industrial, institutional, etc.): School
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 7.1 acres
6. Amount of fee enclosed: $ 4,400 (S&EC & SW). The Express Permitting application fee is a dual charge. The
normal fee of $50.00 per acre (rounded up to the next acre) is assessed without a ceiling amount. In addition,
the Express Permitting supplement is $250.00 per acre up to eight acres, after which the Express Permitting
supplemental fee is a fixed $2,000.00 (Example: 9 acres total is $2,450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name _Robert J. Knopf, Jr., P.E. E-mail [e-mail]
Address 1015 Conference Drive, Greenville, NC 27858
Telephone [phone] Cell# Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Craven County Schools 252-514-6300
Name Telephone Fax Number
3600 Trent Road
Current Mailing Address Current Street Address
New Bern NC 28562
City State Zip City State Zip
10. Deed Book No. Page No. Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing, activity. (Provide a
comprehensive list of all responsible parties on an attached sheet):
Craven County Schools 1
Name E-mail Address
3600 Trent Road
Current Mailing Address Current Street Address
New Bern NC 28562
City State Zip City State Zip

Telephone [phone] Fax Number
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address of the
designated North Carolina Agent:
Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person
name, attach a copy of the Certificate of Assumed Name. If
Corporation, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City
State Zip
City
Fax
State Zip
engaging in business under an assumed
the Financially Responsible Party is a
State Zip
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other consultant
who can assist in providing any necessary information regarding the plan and its preparation:
Baldwin and Associates [e-mail]
Engineering Firm or other consultant E-mail Address
Robert J. Knopf, Jr., P.E. 252-756-1390
Individual contact person (type or print) Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by me under oath
(This form must be signed by the Financially Responsible Person if an individual or his attorney -in -fact, or if not an
individual, by an officer, director, partner, or registered agent with the authority to execute instruments for the
Financially Responsible Person). I agree to provide corrected information should there by any change in the
information provided herein.
David Clifton Associate Superintendent
Type or print name Title or Authority
Signature V Dated-7
I, Love I V'1 - f YeSLOt4' ��"" , a Notary Public of the County of I'"Q rn I i c n
State of North Carolina, hereby certify that Ny'j C k f' y y 1 appeared personally before
me this day and being duly sworn acknowledged that the above form was executed by him.
I
Witness my hand and.ri a N'Pl eal, this 5' day of J , 20 0
�- Notary
-
u My commission expires �f o21 00 ) D
S9........ ..

1❑tCU1�riYlllfll and ASSOCIATES
ENGINEERING, SURVEYING & PLANNING Michael W. Baldwin, PLS
STORM DRAINAGE NARRATIVE
AND
PEAK FLOW ANALYSIS
JUL 3 0 2007
F0ru'Qe��a�
JT BARBER ELEMENTARY SCHOOL RENOVATION AND BUS
MAINTENANCE GARAGE RENOVATION
New Bern, Craven County, North Carolina
June 29, 2007
"I, — V,.,k
J. Stephen Janowski, P.E. Robeh J. Knopf, Jr., P.E.
A /R 0
s _
LIC. # 12324 Y
��tS •FNGINE�. ••��`�
HEN n P�•`•
S�a��y
its
a 03t?9
b'
GINE� F,?�
'2'0
J.S. Janowski, PE
1015 Conference Drive ❑ Greenville, North Carolina 27858 ❑ 252-756-1390 ❑ Fax: [phone]
Email: [e-mail]

STORM WATER MANAGEMENT NARRATIVE
J T BARBER ELEMENTARY SCHOOL RENOVATION
CITY OF NEW BERN, CRAVEN COUNTY, NORTH CAROLINA
Project Name: JT Barber Elementary School Renovation and Bus Maintenance
Garage Renovation
Location: 1700 Cobb St, New Bern, NC 28560
Developer: Craven County Schools
3600 Trent Road
New Bern, NC 28562
Consultant: Baldwin & Associates
1015 Conference Drive
Greenville, NC 27858
Phone: [phone]
This is a site -renewal project in which the proposed impervious area is reduced from the
existing impervious area. This project site consists of 17.2 acres, of which 7.1 acres will
be collected in a proposed storm drainage wet detention basin system that will discharge
to an existing swale. The remaining area does not drain towards the disturb area and will
not be affected by the proposed project. All of the stormwater runoff generated by the
proposed construction of these facilities will be conveyed to the wet detention system.
Runoff from this site eventually drains to Neuse River. The property is bounded by
residential land to the South, East, West, and North.
With the project being site -renewal, the main objective of the BMP is to reduce nutrients
by the best reasonable extent possible. For this project we were able to reduce TSS by
85% in a project located in the 20 coastal counties for the new impervious development
on this site. The SA/DA was selected from the chart for coastal counties with a TSS
removal of 85% with a vegetative filter.
The completed project will consist of one 7.1 acre drainage area draining into the
proposed stormwater wet detention ponds via the proposed storm drainage system. The
remainder of the property drains as existing.
The existing site has 5.96 acres of impervious area, and drains 0 acres of off -site
impervious area. Upon completion of the proposed site improvements, the site will have
5.20 acres of impervious area, and will drain a total of 5.20 acres of impervious area.
The wet detention ponds will treat all of the stomiwater runoff generated by this increase
in impervious area.

The breakdown of the impervious area for the watershed to the wet detention basin arc as
follows:
Wet Detention Basin Watershed Impervious Area
Off -site Impervious Area
0 ac
Existing Impervious Area
5.96 ac
New Buildings
1.59 ac
New Pavement
3.31 ac
Impervious Area Removed
0.75 ac
The watershed that drains into the wet detention basins is collected by a storm drainage
system that will discharge stormwater runoff into the forebay area of the wet detention
basins. The average depth of the basin is 6.5 feet.

B 1[]�LQ1t�YY 1 1 1 11 l and ASSOCIATES
A ENGINEERING, SURVEYING & PLANNING Michael W. Baldwin, PLS
J.S. Janowski, PE
STORM DRAINAGE
AND
EROSION CONTROL
CALCULATIONS
JT BARBER ELEMENTARY SCHOOL RENOVATION AND BUS
MAINTENANCE GARAGE RENOVATION
rJa
New Bern, Craven County, North Carolina
P.E.
June 29, 2007
1015 Conference Drive ❑ Greenville, North Carolina 27858
—,W
Robert J. f opf, Jr., P.E.
��\N t CA p r/�i/
S 0�/'L
�O c �
_ . 4 r
�n °]
❑ 252-7N409Oit"b Fax:[phone]
Email: [e-mail]

B Baldwin & Associates
t Engineering, Surveying & Planning
1015 Conference Drive
Greenville, NO 27858
p [phone]
]n ---Ft
JOB JT Barber Elementary School Renovation and Bus Maintenance Garage
SHEET NO. 1 OF 1
CALCULATED BY rlk DATE 6/27/2007
CHECKED BY fS1 DATE 6/2712007
SCALE
3
m
N
2 in
3 5 10 20 50 100 200 500
Discharge(0/sec)
Given Information
10 = 21.07 cis
De = 30 "
Class'B' stone unit weight = 110 pcf
Apron at FES #1
Use 8.5 ft x 16 ft, 14 tons.
Calculated Information
Width at entrance = Ju, = 7.5 ft use 8.0 ft
Width at exit (Do+ 0.4xL,) = 8.9 ft use 9.0 ft
Length of Apron (from chart) L = 16 ft
Thickness = 22 " thick Class'B' stone
Tonnage = 13.71333 tans use 14 tons
G IOw.urn.�n,s rvi� SnlnngSlR.Yar( NriaP�B6AV41e!'�o��GSV IB.vI�wlFipF.ipNpanCxlcsJTB,vM1nr

XBaldwin & Associates
Engineering, Surveying 8 Planning
1015 Conference Drive
Greenville, NC 27858
[phone]
STORM WATER DETENTION
FOR
JT BARBER AND BUS GARAGE RENOVATIONS
NEW BERN, CRAVEN COUNTY, NORTH CAROLINA
2 VR - 24 HOUR (80Y) or the 1 year 24 hour storm
7126107
ii111 CA Il///,
`�Re��y�%
t o4s(iSjj16-
4� SEAL
2
L�
032IL`�
0
2 year storm

t . Site Conddions Predevelooment
Total watershed area
7.098 acres
Impervious Area - Roof
C=
0.95
CN=
98
1,29 acres
Impervious -Transportation
C=
0.95
CN=
'98
2.10
Managed Area ( lawns 2%)
C=
0,17
CN=
72
1.14
Gravel
C=
0,95
CN=
98
2,56 acres
SCS Sail Group
B
Hydraulic Length
Overland
440
Channeliied
0 feet
Vertical Relief
Overland
4.32
Channelized
0.5 feet
24.hr, 2 yr rainfall (80%)
3.7 inches
Time of Concentration
channel flow
7" u r"' Overland Channelized
il J 10.1 + 0.0 10.1 minutes
` 128
Composite C based on published values (exhibit 1-Malcom) 0.82
R g h
Rainfall Intensity = /_ % 2 132 18 4.71 inches per hr
(h+T) 10 203 22
25 246 23
100 302 25
Peak Discharge Q = C/A 22.03 cis 2.48
Site Conditions Post Develooment
Total watershed area
7.098 acres
Impervious Area - Gravel
C=
0,95
CN=
98
0.30 acres
Impervious Area - Roof
C=
0,95
CN=
98
1,59 acres
Impervious Area - Transportation
C=
0,95
CN=
98
3.31
Managed Area
C=
0.17
CN=
72
1,89 0.2239777
SCS Soil Group
B 0.7760223
Hydraulic Length
Overland
420
Channelized
480 feet
Vertical Relief
Overland
1.45
Channelized
2A feet
24-hr, 2 yr rainfall (80%)
37 inches
Design Hydrograph Formulation
Composite CN
91.1
000
0.98
5= -10
CN
Runoff
(P - 0.2S)'
2.74 Inches
V+0.8S
Time of Concentration
channel flow (not overland)
r r
�1xt
Overland
Channelized
14.5
+
7.0
21.5 minutes
J
=
129
Composite C =
0.74
8
R
g
h
Rainfall Intensity = /=
2
132
18
3,34 inches per hr
Th+7
10
203
22
25
246
23
100
302
25
Peak Discharge Q
= CIA
14.08 cis
Time to peak 7 =
Vol
IJ9Q,
60.0 minutes
Storage Required S = (Q,
- Q, 7,
(28,617) cf
Allowable release at impoundment =
22.03 cfs
Peak rate of inflow at impoundment =
14.08 cis
% difference
-36.07 %
2 year storm
2

STAGE STORAGE DATA
surface diff. accum.
Elevation area elev storage storage Elevation Stage
3.40 10,289 - 140 0
0.60 6,359
4.00 10.909 6,359 4.00 0.6
1,00 11.429
5.00 11,949 17,788 5.00 1.6
1,00 12,479
7.00 13,0.6 30,267 00 2
1.00 13,550
.00 t4,091 91 437.
,816 7.00 3.6
1.00 14,646
8.00 15,200 58,462 8.00 4.6
a 0f
6
Storage elevationQminimum storage volume :5.04
Computed
Storage Stage LN(storage) LN(Slage) Stage
6,359 0.6 0.63
17,788 1.6 9.79 0.47 1,60
30,267_ 26 10.32 0,96 2.60
43,816 "36 10.69 1.28 3.65
58,462 4.6 10.98 1,53 474
S�
b-In/�s� 1.09
l Z l
I ZiJ
K. SS10.633.52
7zA
Z = 24.72
A',
Storage elevationQminimum storage volume
Size Outlet Device for Control Structure
invert elevation =
estimated onfice center elev. _
proposed water surface elev.=
-available head (h)=
discharge (d) _
coefficient of discharge =
Orifice equation
Q=CAA 2gh
5.04 feel msl
3.40 feet msl
3.44 feet msl
5.04 feet msl
j_60 feet
22.0 22.0 cis
06
1 inches
SAY inches
orifice will drain temp storage in 2.92 days
2 year storm
3

Inflow Hydrograph
Peak Inflow =
14.1 cfs
Time to Peak =
60.0 cfs
75
. Wm. oriel
wm.
oloni
wia.wea.
olaei
ww a.ee. ew.e..
o1e.1
o.�m.
owl
�w owm.
o�n.i
0
0.00
0.00
0.00
0.0
0.0
4.00
0,15
0.00
0.00
0.0
0.0
8.00
0.61
0.00
0.00
0.0
0.0
1200.
1.34
0,00
0.00
0.0
0.0
16.00
2.33
0.00
0.00
00
0.0
29.00
3.51
0.00
0.00
0.0
0.0
24.00
4.86
0,00
0.00
0.0
0.0
28.00
6.30
0.01
0.00
0.0
0.0
32.00
7,77
0.02
0,00
0.0
0.0
36,00
9.21
0.02
0.00
0.0
0.0
40.00
10,55
0.02
0.00
0.0
0.0
44.00
11.74
0.03
0.00'
0.0
0.0
48.00
12.73
0.03
0.00
0.0
0.0
5200.
13.47
0.03
0.00
0.0
0.0
56.00
13.93
0.03
1.52
0.0
1.6
60.00
14.08
0.04
9.52
0.0
9.6
64.00
13.94
0.04
13.53
0.0
13.6
68.00
13.49
0.04
14.01
0.0
14.0
72.00
12.86
0.04
13.07
0.0
13.1
76.00
11.79
0 04
13.07
0.0
13.1
80.00
10.81
0.04
11.69
0.0
11.7
84.00
9.91
0.04
11.24
0.0
11.3
88,00
9,09
0,04
9.94
0.0
10.0
92.00
8.34
0.04
9.10
0.0
9.1
96.00
7.64
0.04
8.69
0.0
8.7
100.00
7.01
0,04
7,89
0.0
7.9
104.00
6.43
0,04
7.11
0.0
7.1
108.00
5.90
0.04
6.73
0.0
6.8
112.00
5.41
0.04
6.00
0.0
6.0
116.00
4.96
0.04
5.64
0.0
5.7
120.00
4.55
0.04
4.95
0.0
5.0
124,00
4.17
0.04
4.62
0.0
4.7
128.00
3.82
0.04
4,29
0.0
4.3
132,00
3.51
0.04
3.98
0.0
4.0
136.00
3.21
0.04
3.98
0.0
4.0
140.00
2,95
0.04
3.36
0.0
3.4
144,00
2,70
0.04
3.07
0.0
3.1
148,00
2.48
0.04
2.79
0.0
2S
152.00
2.27
0,04
2.79
0.0
2.8
156,00
2.08
0.04
2.51
0.0
2.5
160.00
1.91
0.04
2.25
0.0
2.3
164.00
1.75
0.04
2.00
0.0
2.0
168.00
1.61
0.03
1.75
0.0
1.8
172,00
1.47
0,03
1.75
0.0
1.8
176,00
1.35
0.03
1.52
0.0
1.6
180,00
1.24
0,03
1.52
0.0
1.6
184.00
1.14
0.03
1.30
0,0
1.3
188,00
1,04
0.03
1,30
0.0
1.3
192,00
0,96
003
1.09
0.0
1.1
196.00
0.88
0.03
1,09
0.0
1.1
199.00
0.82
0.03
1,09
0.0
IT
202.00
0,77
0.03
0.89
0.0
0.9
205,00
0.72
0.03
0.89
0.0
0.9
208.00
0.68
0.03
0,89
0.0
0.9
211.00
0.63
0.03
0.71
0.0
0.7
214.00
0.59
0.03
0.71
0.0
0.7
217.00
0.56
0.03
0.71
0.0
0.7
220,00
0.52
0.03
0.71
0.0
0.7
223,00
0.49
0,03
0.71
0.0
0.7
226,00
0.46
0,03
0.54
0.0
0.6
229,00
0.43
0,03
0,54
0.0
0.6
232.00
0.40
0.03
0,54
0,0
0.6
235.00
0,38
0.03
0,54
0.0
0,6
238.00
0.35
0.03
0.38
0.0
0.4
241.00
0.33
0.03
0,38
0.0
0.4
244.00
0.31
0.03
0,38
0.0
0.4
247.00
0.29
0.03
0,38
0.0
0.4
250.00
0.27
0.03
0.38
0.0
0.4
253.00
0.26
0.03
0.25
00
0.3
256.00
0.24
0.03
0,25
0.0
0.3
259,00
0.22
0.03
0.25
0.0
0.3
262,00
0.21
0.03
0,25
0.0
0.3
265.00
0.20
0.03
0.25
0.0
0.3
268,00
0.18
0.03
0.25
0.0
0.3
271.00
0.17
0.03
0.25
0.0
0.3
274,00
0.16
(�n'1
2 year sRlm3
0.25
0.0
0,3
277,00
0.15
0.25
0.0
0.3
280.00
0.14
4 0.03
0.14
0.0
0.2
283.00
0.13
0.03
0.14
00
0.2
286.00
0.12
0.03
0.14
0.0
0.2
289.00
0.12
0,03
0.14
0.0
0.2

292.00
0.11
0.03
0.14
0.0
0.2
295.00
0.10
0.03
0.14
0.0
0.2
298.00
0.10
0.03
0.14
0.0
0.2
301.00
0.09
0.03
0.14
0.0
0.2
304.00
0.08
0,03
0.14
0.0
0.2
307.00
0,08
0.03
0.14
0.0
0.2
310.00
0.07
0.03
0.05
0.0
0.1
313.00
0.07
0.03
0.05
0.0
0.1
316.00
0.07
0.03
0.05
0.0
0.1
319.00
0.06
0.03
0,05
0.0
0.1
322.00
0.06
0.03
0.05
0.0
0.1
325,00
0.05
0.03
0.05
0.0
0.1
328.00
0.05
0.03
0.05
0.0
0.1
331.00
0.05
0.03
0.05
0.0
0.1
334.00
0.04
0.03
0.05
0.0
0.1
337.00
0.04
0.03
0.05
0.0
0.1
340.00
0,04
0.03
0.05
0.0
0.1
343.00
0.04
0.03
0.05
0.0
0.1
346.00
0.03
0.03
0,05
0.0
0.1
349.00
0.03
0.03
0.05
0.0
0.1
352.00
0.03
0.03
0.05
0.0
0.1
355.00
0.03
0.03
0.05
0.0
0.1
358.00
0.03
0.03
0.05
0.0
0.1
361.00
0.02
0.03
0.05
0.0
0.1
364.00
0.02
0.03
0.00
0.0
0.0
367.00
0.02
0.03
0.00
0.0
0.0
370.00
0.02
0.03
0.00
0,0
0.0
373.00
0.02
0.03
0.00
0.0
0.0
376.00
0,02
0.03
0.00
0.0
0.0
379.00
0.02
0.03
0.00
0.0
0.0
382.00
0.02
0.03
0.00
0.0
0.0
385,00
0.01
0.03
0.00
0.0
0.0
388,00
0.01
0.03
0.00
0.0
0.0
391.00
0.01
0.03
0.00
0.0
0.0
394.00
0.01
0.03
0.00
0.0
0.0
397,00
0.01
0.03
0.00
0.0
0.0
400.00
0.01
0.03
0.00
0.0
0.0
403.00
0.01
0.03
0.00
0.0
0.0
406.00
0.01
0.03
0.00
0.0
0.0
409.00
0.01
0.03
0.00
0.0
0.0
412.00
0,01
0.03
0.00
0.0
0.0
415.00
0,01
0.03
0.00
0.0
0.0
418.00
0.01
0.03
0.00
0.0
0.0
421.00
0.01
0.03
0.00
0.0
0.0
424.00
0.01
OM
0.00
0.0
0.0
427.00
0.01
0.03
0.00
0.0
0.0
430.00
0.01
0.03
0.00
OA
0.0
433.00
0.01
0.03
0.00
0.0
0.0
443.00
0.00
0.03
0.00
0.0
0.0
453.00
0.00
0.03
0,00
0.0
0.0
463.00
0.00
0.03
0.00
0.0
0.0
473.00
0.00
0.03
0.00
0.0
0,0
483.00
0.00
0.03
0.00
0.0
0.0
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0.03
0.00
0.0
0.0
3163.00
0.00
0.03
0,00
0.0
0.0
3173.00
0.00
0.03
0,00
0.0
0.0
3183.00
0.00
0.03
OM
0.0
0.0
3193.00
0.00
0,03
0.00
0.0
0.0
3203,00
0.00
0,03
0.00
0.0
0.0
3213,00
0.00
0,03
0.00
0.0
0.0
3223.00
0.00
0.03
0.00
0.0
0.0
3233,00
0,00
0.03
0.00
0.0
0,0
3243.00
0.00
0.03
0.00
0.0
0.0
3253.00
0,00
0.03
0.00
0.0
0.0
3263,00
0,00
0.03
0.00
0.0
0.0
3273,00
0.00
0.03
0.00
0.0
0.0
3283.00
0.00
0.03
0.00
0.0
0.0
3293.00
0,00
0.03
0.00
0.0
0.0
3303.00
0,00
0.03
0.00
0.0
0.0
3313,00
0.00
0.03
000
0.0
0.0
3323.00
0.00
0.03
0.00
0.0
0.0
3333.00
0,00
0,03
0.00
0,0
0.0
3343.00
0.00
0.03
0.00
0.0
0.0
3353.00
0.00
0.03
0.00
0.0
0.0
3363.00
000
0.03
0,00
0.0
0.0
3373.00
000
0.03
0,00
0.0
0.0
3383,00
0.00
0.03
0.00
0.0
0.0
3393.00
0.00
0.03
0.00
0.0
0.0
3403.00
0,00
0.03
0.00
0.0
0.0
3413.00
0.00
0.03
0,00
0.0
0.0
3423.00
0.00
0.03
0.00
0.0
0.0
3433.00
0.00
0.03
0.00
0.0
0.0
3443,00
0,00
0.03
0.00
0.0
0.0
3453.00
0.00
0,03
0.00
0.0
0.0
3463.00
0.00
2 year s
0.00
0.0
0.0
3473.00
0.00
3
0.00
0.0
0.0
3483.00
0.00
8 0,03
0.00
0.0
0.0
3493.00
0,00
0.03
0.00
0.0
0.0
3503,00
0.00
0.03
0.00
0.0
0.0
3513,00
0.00
0.03
0.00
0.0
0.0

3523.00
0.00
0.03
0.00
0.0
0.0
3533.00
0.00
0.03
0.00
0.0
0.0
3543.00
0.00
0.03
0.00
0.0
0.0
3553.00
0.00
0.03
0.00
0.0
0.0
3563,00
0.00
0.03
0,00
0.0
0.0
3573.00
000
0.03
0.00
0.0
0.0
3583.00
0.00
0.03
0.00
0.0
0.0
3593.00
0.00
0.03
0.00
0.0
0.0
2 year storm

16
16
0.002
1
Spillway
Spillway
1
inch
5.10
8.00
3.40
TItime min)
O ( cfs)
Storage
Stage
Outflow
Elevation
orifice
Weir
Weir
Channel
0
0.00
-
0,00
0,00
3.40
0.000
4.00
0.15
-
0.00
0.00
3.40
0.00
0.0
0 0
0.000
8,00
0.61
37
0.01
0.00
3.41
0,00
0.0
0.0
0.000
1200
1,34
183
0.02
0,00
3.42
0.00
0.0
0.0
0.000
16.00
2.33
505
0.06
0.00
3.46
0.00
0.0
0.0
0.000
20.00
3.51
1,063
0.12
0.00
3.52
0.00
0.0
0.0
0.001
24.00
4.86
1,907
0.21
0.00
3,61
0.00
0.0
0.0
0,003
28.00
6.30
3,072
0.32
0.01
3.72
0.01
0.0
0.0
0,010
32,00
7.77
4,580
0.46
0.02
3.86
0.02
0.0
0.0
0,027
36,00
9.21
6,440
0,63
0,02
4.03
0.02
0.0
0.0
0.063
40.00
10.55
8.645
0,83
0,02
4,23
0.02
0.0
0.0
0.131
44,00
11.74
11.172
1,05
0,03
445
0.03
0.0
0.0
0.245
48,00
12.73
13,983
1,28
0,03
4.68
0.03
0.0
0.0
0.415
5200.
13.47
17.032
1.54
0.03
4.94
0.03
0.0
0.0
0.680
5600
13,93
20.256
1.80
1.55
5.20
0.03
1.5
0.0
1.031
60.00
14,08
23.226
2.04
9.55
5.44
0,04
9.5
0.0
1.439
64.00
13,94
24,314
2.13
13_57
5.53
0.04
13.5
0.0
1.615
68.00
13.49
24,401
2,14
14,05
5.54
0.04
14.0
0.0
1.635
72,00
12,86
24,266
2,12
13.10
5.52•
0.04
13.1
0.0
1,595
76.00
1179
24,207
2.12
13.10
5.52'
0,04
13.1
0.0
1.595
80.00
10.81
23,891
2.09
11.73
5,49
0.04
117
0.0
1.535
84.00
9.91
23,671
2.08
11_28
5.48
0.04
11.2
0.0
1.516
88.00
9.09
23,342
2,05
9,98
5.45'
0.04
9.9
0.0
1.458
92,00
8.34
23.130
2,03
9,14
5.43
0.04
9.1
0.0
1.420
96,00
7,64
22.938
2,02
8.73
5.42
0,04
8.7
0.0
1.402
100,00
7.01
22.678
2.00
7,92
540
0.04
79
0.0
1,365
104.00
6.43
22.459
1.98
7,15
5.38
0.04
7.1
0.0
1.329
108.00
5,90
22,286
1.97
6.77
5.37
0,04
6.7
0.0
1.311
112.00
5.41
22,076
1.95
6.04
5.35.
0,04
6.0
0,0
1,276
116.00
4.96
21,925
1.94
5,68
5.34
0.04
5.6
0.0
1.259
120.00
4.55
21.751
1.92
4.99
5.32
0 04
5.0
0.0
1.224
124.00
4.17
21,645
1.91
4.66
5.31
0.04
4.6
0.0
1.207
128,00
3.82
21,528
1.90
4,33
5.30
0.04
4.3
0.0
1.191
132.00
3.51
21,407
1.89
4.01
5.29
0.04
4.0
0.0
1.174
136.00
3.21
21,286
1.89
401
5,29
0.04
4.0
0.0
1.174
140,00
2.95
21,095
1.87
3,40
5.27
0.04
3.4
0.0
1,141
144,00
2.70
20,986
1.86
3.11
5.26
0.04
3.1
0.0
1,125
148.00
2.48
20,889
1.85
2.82
5.25
0.04
2.8
0.0
1.109
152.00
2.27
20,806
1,85
2,82
5.25
0,04
2.8
0.0
1,109
156.00
2.08
20,674
1,84
L5_�
5.24
0,04
2.5
0.0
1,093
160.00
1.91
20,563
1.83
2.28
5.23
0,04
2.2
0.0
1.077
164,00
1,75
20,473
1.82
2.03
5.22
0.04
20
0.0
1.062
168,00
1.61
20,407
1.81
1.79
5.21
0.03
1.8
0.0
1,046
172.00
1,47
20,364
1.81
179
5.21
0.03
1.8
0,0
1,046
176.00
1,35
20,289
1.80
1,55
5.20
0.03
1.5
0,0
1,031
180.00
1.24
20,241
1.80
1.55
5.20
0.03
1.5
0.0
1.031
184.00
1.14
20, 166
179
1.33
5.19
0,03
1.3
0.0
1.016
188,00
1.04
20,119
1.79
1,33
5.19
0,03
1.3
0.0
1.016
192.00
0.96
20,050
1.78
1,12
5.18
0.03
1.1
0.0
1.001
196.00
0.88
20,010
1.78
1,12
5,18
0,03
1.1
0.0
1.001
199,00
0.82
19,966
1.78
1,12
5.18
0.03
1.1
0.0
1.001
202.00
0.77
19,913
1.77
0,92
5,17
0,03
0.9
0.0
0.986
205,00
0.72
19,885
1.77
0.92
5,17
0.03
0.9
0.0
0.986
208.00
0.68
19,848
1.77
0,92
5,17
0.03
0.9
0.0
0.986
211.00
0.63
19.804
1.76
0.74
5,16
0.03
0.7
0.0
0,971
214.00
0.59
19.785
1.76
0.74
5,16
0.03
0.7
0.0
0.971
217.00
0.56
19,758
1.76
0.74
5,16
0.03
0.7
0.0
0.971
220.00
0,52
19,725
1,76
0.74
5.16
0.03
0.7
0.0
0.971
223.00
0,49
19,686
1.76
0.74
5,16
0.03
0.7
0.0
0,971
226.00
0.46
19,641
1.75
0.57
5,15
0,03
0.5
0.0
0,956
229,00
0.43
19,621
1,75
0.57
5.15
i 0,03
0.5
0.0
0.956
232.00
0.40
19,595
1.75
0.57
5.15
0.03
0.5
0.0
0.956
235.00
0.38
19,565
1.75
0.57
5.15
0.03
0.5
0.0
0.956
238.00
0.35
19,530
1.74
0.42
5.14
0.03
0.4
0.0
0.942
241.00
0.33
19,518
1.74
0.42
5,14
0.03
0.4
0.0
0.942
244,00
0.31
19,502
1.74
0,42
5.14
0.03
0.4
0.0
0.942
247,00
0.29
19,483
1.74
0.42
5.14
0.03
0.4
0.0
0.942
250.00
0.27
19,460
174
0.42
5.14
0.03
0.4
0.0
0.942
253.00
0.26
19433
1.73
0.28
5,13
0.03
0.2
0.0
0.927
256.00
0,24
19.428
1.73
0,28
5.13
0.03
0.2
0.0
0,927
259.00
0,22
19.420
1.73
0,28
5.13
0.03
0.2
0.0
0.927
262.00
0.21
19,410
1.73
0,28
5.13
0.03
0.2
0.0
0.927
265.00
0.20
19.396
1,73
0.28
5.13
0.03
0.2
0.0
0.927
268.00
0.18
19.381
1.73
0.28
5,13
0.03
0.2
0.0
0,927
271.00
0,17
19.363
1.73
0.28
5,13
0.03
0.2
0.0
0,927
274.00
0.16
19,343
1.73
0.28
5,13
0.03
0.2
0.0
0,927
277.00
0,15
19,321
1,73
0.28
5.13
0.03
0.2
0.0
0.927
280.00
0.14
19,297
1.72
0.17
5.12
0.03
0.1
0.0
0.913
283.00
0.13
19.292
1,72
2
5.12
0.03
0.1
0.0
0.913
286.00
0.12
19.286
1,72
H11
Year s
5.12
0.03
0.1
0.0
0,913
289.00
0.12
19.278
1,72
0.17
100.17
5.12
0.03
0.1
0.0
0.913
292.00
0.11
19,268
1,72
5,12
0.03
0.1
0.0
0.913
295.00
0.10
19,257
1,72
0.17
5.12
0.03
0.1
0.0
0,913
298.00
0.10
19,245
1.72
0.17
5,12
0.03
0.1
0.0
0.913

301.00
0.09
19232
172
0,17
5.12
0.03
0.1
0.0
0.913
304.00
0,08
19,218
1.72
0,17
5.12
0.03
0.1
0.0
0,913
307.00
008
19,202
1.72
0.17
5.12
0.03
0.1
0.0
0.913
310.00
0.07
19,186
1,71
0.08
5.11
0.03
0.0
0.0
0.899
313,00
0.07
19.185
1.71
0.08
5.11
0.03
0.0
0.0
0.899
316.00
0.07
19.183
1.71
0.08
5,11
0.03
0.0
0.0
0.899
319.00
0,06
19,180
1,71
0,08
5,11
0.03
00
0.0
0.899
322.00
0.06
19,176
171
0.08
5.11
0,03
0.0
0.0
0.899
325.00
005
19,171
171
0,08
5.11
0.03
0.0
0.0
0.899
328.00
005
19,166
1.71
0.08
5.11
0.03
0.0
0.0
0.899
331.00
0.05
19,161
1.71
0.08
5.11
0.03
0.0
0.0
0,899
334.00
0.04
19,154
1.71
0.08
5.11
0.03
0.0
0.0
0,899
337.00
0.04
19.147
1.71
0.08
5.11
0.03
0.0
0.0
0.899
340.00
0.04
19.140
1.71
0.08
5.11
0.03
0.0
0.0
0.899
343.00
0.04
19.132
1.71
0.08
5,11
0.03
0.0
0.0
0.899
346.00
0.03
19,124
1.71
0.08
5,11
0,03
0.0
0.0
0.899
349.00
0,03
19,116
1.71
0.08
5.11
0.03
0.0
0,0
0.899
352,00
0,03
19,107
1.71
0.08
5.11,
0.03
0.0
0.0
0.899
355.00
0.03
19,097
1.71
0.08
5.11
0.03
0.0
0.0
0.899
358.00
0,03
19,088
1.71
0,08
5.11
0.03
0.0
0.0
0,899
361.00
0.02
19.076
1,71
0,08
5.11
0.03
0.0
0.0
0.899
364.00
0.02
19,067
1.70
0.03
5.10'
0.03
0.0
0.0
0.885
367,00
0.02
19,065
1,70
0.03
5.10
0.03
0.0
0.0
0.885
370.00
0.02
19,063
1.70
0.03
5.10
0.03
0.0
0.0
0.885
373.00
0.02
19,061
1.70
0,03
5.10
0.03
0.0
0.0
0.885
376.00
0.02
19.058
1.70
0.03
5,10
0.03
0.0
0.0
0.885
379,00
0.02
19.055
1.70
0.03
5,10
0,03
0.0
0.0
0.885
382.00
0,02
19,052
170
0.03
5,10
0,03
0.0
0.0
0.885
385.00
0.01
19,049
1.70
0.03
5.10'
0,03
0.0
0.0
0.885
388.00
0.01
19,045
1.70
0.03
5.10
0.03
0,0
0.0
0.885
391.00
0.01
19,042
1.70
0.03
5.10
0.03
0,0
0.0
0.885
394.00
0.01
19,038
1,70
0.03
5.10
0.03
0.0
0.0
0.885
397.00
0.01
19,034
1,70
0,03
5.10
0.03
0.0
0.0
0,885
400,00
0.01
19,030
1,70
0.03
5.10
0.03
0.0
0.0
0,885
403,00
0.01
19.026
1,70
0.03
5.10
0.03
0.0
0.0
0.885
406.00
0.01
19.021
1.70
0.03
5.10
0.03
0.0
0.0
0.885
409,00
0.01
19,017
1,70
0.03
5.10
0.03
0.0
0.0
0,885
412,00
0.01
19,013
1.70
0.03
5.10
0.03
0.0
0.0
0.885
415.00
0.01
19,008
170
0.03
5,10
0.03
0.0
0.0
0.885
418.00
0,01
19,003
170
0.03
5.10
0,03
0.0
0.0
0.885
421.00
0.01
18,998
1.70
0.03
5.10
0,03
0.0
0.0
0.885
424.00
0.01
18,994
1.70
003
5AO
003
0.0
0.0
0.885
427.00
0.01
18,989
1.70
0.03
5.10
003
0.0
0.0
0.885
430.00
0.01
18,984
1.70
0.03
5.10
0.03
0.0
00
0.885
433,00
0.01
18,978
1,70
0.03
5.10
0.03
0.0
0.0
0.885
443,00
0.00
18,961
1.70
0,03
5,10
0.03
0.0
0.0
0.885
453,00
0.00
18.943
1,69
0.03
5,09
0,03
0.0
0.0
0.871
463.00
0.00
18.925
1.69
0,03
5.09
0.03
0.0
0.0
0.871
473.00
0.00
18.907
1,69
0.03
5.09
0.03
0.0
0.0
0.871
483.00
0.00
18,888
1,69
0.03
5.09
0,03
0.0
0.0
0.871
493.00
0.00
18,869
1,69
0,03
5.09
0,03
0.0
0.0
0.871
503,00
0.00
18,849
1,69
0.03
5.09
0.03
0.0
0.0
0,871
513.00
0.00
18,830
1.69
0,03
5,09
0.03
0.0
0.0
0,871
523.00
0.00
18,810
1.68
0.03
5,08
0.03
0.0
0.0
0,858
533.00
0.00
18,790
1.68
0.03
5.08
0.03
0.0
0.0
0.858
543.00
0,00
18,771
1.68
0.03
5.08
0,03
0.0
0.0
0.858
553.00
0,00
18,751
1.68
0.03
508
0.03
0.0
0.0
0.858
563,00
0.00
18,731
1.68
0.03
5.08
0.03
0.0
0.0
0,858
573.00
0.00
18.711
1,68
0.03
5,08
0.03
0.0
0.0
0,858
583,00
0.00
18,691
1,67
0,03
5.07
0,03
0.0
0.0
0,844
593,00
0.00
18,671
1.67
0.03
5.07
0.03
0.0
0.0
0,844
603.00
0,00
18,651
1.67
0.03
5.07
0.03
0.0
0.0
0,844
613.00
0,00
18,631
1.67
0.03
5.07
0.03
0.0
0.0
0,844
623.00
0,00
18.611
1.67
0.03
5.07
0.03
0.0
0.0
0.844
633.00
0,00
18,591
1,67
0.03
5.07
0.03
0.0
0.0
0.844
643.00
0.00
18,571
1.66
0.03
5.06
0.03
0.0
0.0
0,831
653.00
0.00
16,551
1.66
0.03
5.06
0.03
0.0
0.0
0.831
663.00
0,00
18,531
1.66
0.03
5,06
0.03
0.0
0.0
0.831
673.00
0.00
18,511
1.66
0.03
5,06
0,03
0.0
0.0
0.831
683.00
0.00
18,491
1.66
0.03
5.06
0,03
0.0
0.0
0,831
693.00
0.00
18,471
1.66
0.03
5.06
0.03
0.0
0.0
0,831
703.00
0.00
18,451
1.65
0.03
5.05
0.03
00
00
0,817
713.00
0.00
18,431
1.65
0.03
5.05
0.03
0.0
0.0
0,817
723.00
0,00
18,411
1.65
0.03
5,05
0.03
0.0
0.0
0.817
733.00
0,00
18.391
1.65
0.03
5.05
0.03
0.0
0.0
0.817
743,00
0.00
18,371
1.65
0.03
5.05
0.03
0.0
0.0
0.817
753,00
0,00
18,351
1.65
603
5.05
0.03
0.0
0.0
0.817
763,00
0.00
18.331
1.64
0.03
5.04
0.03
0.0
0.0
0.804
773.00
0,00
18.311
1,64
0.03
5.04
0.03
0.0
0.0
0,804
783.00
0,00
18,291
1.64
0.03
5.04
0.03
0.0
0.0
0.804
793.00
0.00
18271
1.64
0.03
5.04
0.03
0.0
0.0
0.604
803.00
0.00
18,251
1.64
0.03
5.04
0.03
0.0
0.0
0.804
813.00
0.00
18,231
1.64
0.03
5.04
0.03
0.0
0.0
0.804
823.00
0.00
18,211
1.63
2years j
5.03
0.03
0.0
0.0
0.791
833.00
0.00
18,191
1.63
0
5.03
0.03
0.0
0.0
0.791
843.00
0.00
18,172
1.63
110.03
5.03
0.03
0.0
0.0
0.791
853,00
0.00
18,152
1.63
0.03
5,03
0.03
0.0
0.0
0.791
863.00
0.00
18,132
1.63
0.03
5.03
0.03
0.0
0.0
0,791
873.00
0.00
18,112
1.63
0.03
5.03
0.03
0.0
0.0
0.791

683,00
0.00
18,092
1.62
0.03
5.02
0,03
0.0
0.0
0.778
893.00
0.00
18,072
1.62
0,03
5.02
0.03
0.0
0.0
0.778
903,00
0,00
18,053
1.62
0.03
5.02
0,03
0.0
0.0
0.778
913.00
0.00
18,033
1.62
0,03
5.02
0.03
0.0
0.0
0.778
923.00
0.00
18,013
1,62
0,03
5.02
0.03
0.0
0.0
0.778
933.00
0.00
17,993
1,62
0.03
5.02
0.03
0.0
0.0
0,778
943.00
0.00
17,973
1.62
0.03
5.02
0,03
0.0
0.0
0778
953.00
0.00
17,954
1.61
0.03
5.01
0.03
0.0
0.0
0.766
963.00
0,00
17,934
1.61
0.03
5.01
0,03
0.0
0.0
0.766
973.00
0.00
17,914
1.61
0,03
5,01
0,03
0.0
0.0
0,766
983.00
0.00
17,895
1.61
0.03
5.01
0.03
0.0
0.0
0.766
993.00
0,00
17,875
1.61
0.03
5.01
0.03
0.0
0.0
0.766
1003.00
0.00
17,855
1,61
0,03
5.01
0.03
0.0
0.0
0.766
1013.00
0.00
17,835
1.60
0,03
5.00
0.03
0.0
0.0
0.753
1023.00
0.00
17,816
1,60
0.03
5.00
0.03
0.0
0.0
0.753
1033.00
0.00
17,796
1.60
0.03
5.00
0.03
0.0
0.0
0.753
1043.00
0.00
17,776
1.60
0.03
5.00
0.03
0.0
0,0
0753
1053.00
0,00
17,757
1.60
0.03
5.00
0.03
0,0
0,0
0.753
1063.00
0,00
17,737
1.60
0.03
5.00
0.03
00
0.0
0.753
1073.00
0.00
17,717
1.59
0,03
4.99
0.03
0.0
0.0
0.740
1083.00
0.00
17,698
1.59
0,03
4.99
0.03
0.0
0.0
0.740
1093.00
0.00
17.678
1.59
0.03
4.99
0.03
0.0
0.0
0.740
1103.00
0.00
17,659
1,59
0.03
4,99
0.03
0.0
0.0
0.740
1113,00
0.00
17,639
1,59
0.03
4.99
0.03
0.0
0.0
0740
1123.00
0.00
17,619
1,59
0.03
4.99
0.03
0.0
0.0
0,740
1133.00
0,00
17,600
1,58
0.03
4.98
0.03
0.0
0.0
0.728
1143.00
0,00
17,580
1,58
0.03
4.98
0.03
0.0
0.0
0.728
1153.00
0.00
17.561
1.58
0.03
4.98
0.03
0.0
0.0
0.728
1163.00
0.00
17,541
1.58
0.03
4.98
0.03
0.0
0.0
0,728
1173.00
000
17.522
1.58
0.03
4.98
0.03
0.0
0.0
0.728
1183.00
0.00
17.502
1.58
0.03
4.98
0,03
0.0
0.0
0.728
1193.00
0,00
17.483
1.57
0,03
4.97
0.03
0.0
0.0
0.716
1203.00
0.00
17,463
1.57
0,03
4,97
0,03
0.0
0.0
0716
1213,00
0.00
17,444
1.57
0.03
4.97
0.03
0.0
0.0
0.716
1223.00
0.00
17.424
1.57
OM
4.97
0,03
0.0
0.0
0.716
1233.00
0,00
17,405
1,57
0,03
4.97
0.03
0.0
0.0
0,716
1243,00
0.00
17,385
1.57
0,03
4.97
0.03
0.0
0.0
0,716
1253.00
0.00
17,366
1,57
0.03
4.97
0.03
0.0
0.0
0.716
1263.00
0.00
17,346
1.56
0.03
4.96
0.03
0.0
0.0
0.704
1273.00
0.00
17,327
1.56
0.03
4.96
0.03
0.0
0.0
0,704
1283.00
000
17,307
1.56
0.03
4.96
0.03
0,0
0.0
0.704
1293.00
0.00
17,288
1.56
0,03
4.96
0.03
0.0
0.0
0,704
1303.00
0.00
17,269
1.56
0,03
4.96
0,03
0.0
0.0
0.704
1313.00
0.00
17,249
1.56
0,03
4.96
0.03
0.0
0.0
0704
1323,00
0.00
17,230
1.55
0.03
4.95
0,03
0.0
0.0
0.692
1333,00
0.00
17,211
1,55
0.03
4.95,
0.03
0.0
0.0
0.692
1343,00
0.00
17,191
1.55
0,03
4.95
0.03
0.0
0.0
0,692
1353,00
0.00
17,172
1.55
0.03
4.95
0,03
0.0
00
0.692
1363.00
0.00
17,152
1.55
0.03
4.95'
0.03
0.0
0.0
0.692
1373.00
0.00
17,133
1.55
0.03
4.95
0.03
0.0
0.0
0.692
1383.00
0.00
17,114
1,54
0.03
4.94
0.03
0.0
0.0
0,680
1393.00
OM
17.095
1.54
0.03
4.94
0.03
0.0
0.0
0.680
1403.00
0,00
17.075
1.54
0.03
4.94
0.03
0.0
0.0
0.680
1413.00
0,00
17.056
1.54
0.03
4.94
0.03
0.0
0.0
0.680
1423.00
0.00
17,037
1.54
0.03
4.94
0.03
0.0
00
0,680
1433.00
0.00
17.017
1.54
0,03
4.94
0.03
0.0
0.0
0.680
1443.00
0.00
16,998
1.53
0,03
4.93
0.03
0.0
0.0
0.668
1453.00
0,00
16,979
1.53
0.03
4,93
0.03
0.0
0.0
0.668
1463,00
0.00
16,960
1.53
0,03
4,93
0,03
0.0
0.0
0.668
1473.00
0.00
16,941
1.53
0.03
4.93
0,03
0.0
0.0
0.668
1483.00
0.00
16,921
1.53
003
4,93
0.03
0.0
0.0
0.668
1493.00
0.00
16,902
1.53
0.03
4.93
0.03
0.0
0.0
0.668
1503.00
0,00
16,883
1.53
0.03
4.93
0.03
0.0
0.0
0.668
1513.00
0.00
16.864
1.52
0.03
4.92
0.03
0.0
0.0
0,657
1523.00
0.00
16.845
1.52
0.03
4.92
0.03
0.0
0.0
0,657
1533.00
0,00
16.825
1.52
0.03
4.92
0.03
0.0
0.0
0.657
1543.00
0.00
16.806
1.52
0.03
4.92
0.03
0.0
0.0
0.657
1553.00
0.00
16.787
1.52
0.03
4.92
0.03
0.0
0.0
0,657
1563,00
0.00
16,768
1.52
0.03
4,92
0.03
0.0
0.0
0.657
1573.00
0.00
16,749
1.51
0.03
4,91
0,03
0.0
0.0
0.645
1583.00
0.00
16,730
1.51
0.03
4,91
0,03
0.0
0.0
0.645
1593.00
0.00
16,711
1.51
003
4.91
0,03
0.0
0.0
0.645
1603.00
0.00
16,692
1,51
0.03
4.91
0.03
0.0
0.0
0.645
1613.00
0.00
16,672
1.51
0.03
4,91
0,03
0.0
0.0
0.645
1623.00
0.00
16,653
1,51
0.03
4.91
0.03
0.0
0.0
0.645
1633.00
0.00
16.634
1.50
0.03
4.90
003
0.0
0.0
0.634
1643.00
0.00
16,615
1.50
0.03
4.90
003
0.0
0.0
0,634
1653.00
0.00
16,596
1.50
0.03
4,90
0.03
0.0
0.0
0.634
1663,00
0.00
16,577
1.50
0.03
4.90
0.03
0.0
0.0
0,634
1673.00
0.00
16,558
1.50
0.03
4.90
0.03
0.0
0.0
0.634
1683.00
0.00
16.539
1.50
003
4.90
0.03
0.0
0.0
0.634
1693.00
0,00
16.520
1.50
0.03
4.90
0.03
0.0
0.0
0.634
1703,00
0.00
16,501
1.49
0.03
4,89
0.03
0.0
0.0
0.623
1713,00
0.00
16,482
1.49
2 s
4,89
0.03
0.0
0.0
0.623
1723,00
0.00
16,463
1.49
year
489
0.03
0.0
0.0
0.623
1733,00
0.00
16,444
1.49
120.03
4.89
0.03
0.0
0.0
0.623
1743.00
0,00
16.425
1.49
0.03
4.89
0.03
0.0
0.0
0.623
1753.00
0,00
16,406
1.49
0,03
4,89
0.03
0.0
0.0
0.623
1763.00
0.00
16.387
148
0.03
4.88
0,03
0.0
0.0
0.612

1773.00
0.00
16,369
1.48
0.03
4.88
0.03
0.0
0.0
0.612
1783,00
0.00
16,350
1.48
0.03
4,88
0.03
0.0
0.0
0.612
1793.00
0.00
16,331
1.48
0.03
4.88
0.03
0.0
0.0
0.612
1803.00
0.00
16,312
1.48
0.03
4,88
0.03
0.0
0.0
0.612
1813.00
0.00
16,293
148
0,03
4.88
0,03
0.0
0.0
0,612
1823.00
0.00
16,274
1.48
0.03
4.88
0.03
0.0
0.0
0.612
1833.00
0.00
16,255
1.47
0.03
4,87
0.03
0.0
0.0
0.601
1843.00
0.00
16.236
1.47
0.03
4,87
0.03
0.0
0.0
0.601
1853.00
0.00
16,218
1.47
0.03
4.87
0.03
0.0
0.0
0,601
1863.00
0.00
16.199
1.47
0,03
4.87
0.03
0.0
0.0
0.601
1873.00
0.00
16.180
1.47
0.03
4.87
0.03
0.0
0.0
0.601
1883,00
0.00
16,161
1.47
0.03
4.87
0.03
0.0
0.0
0,601
1893.00
0.00
16, 142
1.46
0,03
4.86
0.03
0.0
0.0
0.590
1903.00
0.00
16,124
1.46
0.03
4,86
0,03
0.0
0.0
0.590
1913.00
0.00
16.105
1.46
0.03
4,86
0.03
0.0
0.0
0.590
1923.00
0.00
16.086
1.46
0.03
4.86
003
0.0
0.0
0.590
1933.00
0.00
16,067
1.46
0.03
4.86
0.03
0.0
0.0
0.590
1943.00
0.00
16,048
1.46
0.03
4,86
0.03
0.0
0.0
0.590
1953.00
0.00
16,030
1,45
0.03
4.85
0.03
0.0
0.0
0.579
1963.00
0,00
16,011
1.45
0,03
4.85
0.03
0.0
0.0
0.579
1973.00
0.00
15,992
1.45
0,03
4.85,
0.03
0.0
0.0
0.579
1983.00
0,00
15,974
1.45
0.03
4.85
0.03
0.0
0.0
0.579
1993.00
0.00
15,955
145
0.03
4.85
0,03
0.0
0.0
0.579
2003.00
0.00
15,936
145
0.03
4.85
0.03
0.0
0.0
0.579
2013.00
0.00
15.918
1.45
0.03
4,85
0.03
0.0
0.0
0,579
2023.00
0.00
15.899
1.44
003
4.84
0,03
0.0
0.0
0.569
2033.00
0,00
15,880
1,44
0.03
4.84
0.03
0.0
0.0
0.569
2043.00
0,00
15,862
1.44
0.03
4,84
0,03
0.0
0.0
0.569
2053.00
0.00
15,843
1.44
0.03
4,84
0.03
0.0
0.0
0.569
2063,00
0.00
15,824
1.44
0.03
4.84
0.03
0.0
0,0
0.569
2073.00
0.00
15,806
1.44
0.03
4.84
0.03
0.0
0.0
0.569
2083.00
0.00
15,787
143
0.03
4.83
0.03
0.0
00
0.558
2093,00
0.00
15,769
1.43
0,03
4.83
0,03
0.0
0.0
0.558
2103.00
0.00
15,750
1.43
0.03
4.83
0,03
0.0
0.0
0.558
2113.00
0.00
15,731
1.43
0.03
4,83
0,03
0.0
0.0
0.558
2123.00
0.00
15,713
143
0.03
4.83
0.03
0.0
0.0
0.558
2133,00
0.00
15.694
1,43
0,03
4.83
003
0.0
0.0
0.558
2143,00
0,00
15.676
1.43
0.03
4,83
0.03
0.0
0.0
0,558
2153.00
0,00
15,657
1.42
0.03
4S2
0.03
0.0
0.0
0.548
2163.00
0.00
15,639
1.42
003
4.82
0.03
0.0
0.0
0.548
2173.00
0.00
15,620
142
0.03
4.82
0.03
00
0.0
0.548
2183,00
0.00
15,602
1.42
0.03
4.82
0.03
0.0
0,0
0.548
2193.00
0.00
15,583
1.42
0.03
4.82
0.03
0.0
0,0
0.548
2203.00
0.00
15,565
1.42
0.03
4.82
0,03
0.0
0,0
0.548
2213.00
0.00
15,546
1.41
0.03
4,81
0,03
0.0
0.0
0,537
2223.00
0,00
15,528
141
0.03
4.81
0.03
0.0
0.0
0.537
2233.00
0,00
15,509
1,41
0.03
4.81
0.03
0.0
0.0
0.537
2243,00
0,00
15,491
1,41
0.03
4.81
0,03
0.0
0.0
0.537
2253,00
0,00
15,473
1.41
0.03
4.81
0.03
0.0
0.0
0.537
2263,00
0.00
15.454
1.41
0.03
4,81
0.03
0.0
0.0
0.537
2273.00
0,00
15.436
1.41
0.03
4,81
0.03
00
0.0
0.537
2283.00
0,00
15,417
1.40
0.03
4.80
0.03
0.0
0.0
0,527
2293.00
0.00
15,399
1.40
0.03
4.80'.
0.03
0.0
0.0
0.527
2303.00
0.00
15,381
1.40
0.03
4.80
0.03
0.0
0.0
0,527
2313.00
0.00
15,362
1.40
0.03
4.80
0.03
0.0
0.0
0,527
2323.00
0.00
15,344
1.40
0.03
4.80
0,03
0.0
0.0
0,527
2333.00
0,00
15,326
1.40
0.03
4,80 1
0,03
0.0
0.0
0.527
2343.00
0,00
15,307
1.39
0.03
4,79
0,03
0.0
0.0
0.517
2353,00
0.00
15,289
1.39
0. 33
4,79
0.03
0.0
0.0
0,517
2363,00
0,00
15.271
1,39
0.03
4.79
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0.0
0.0
0.517
2373.00
0.00
15.252
1,39
0.03
4.79
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0.0
0.0
0.517
2383.00
0,00
15,234
1.39
0.03
479
0,03
0.0
0.0
0.517
2393.00
0.00
15,216
1,39
0.03
4.79
0.03
0.0
0.0
0.517
2403.00
0,00
15,198
1.39
0.03
4.79
0.03
0.0
0.0
0.517
2413,00
0,00
15,179
1.38
0.03
478
0.03
0.0
0.0
0.508
2423.00
0.00
15, 161
1.38
0.03
4.78
0.03
0.0
0.0
0.508
2433.00
0.00
15,143
1.38
0.03
4.78
0.03
0,0
0.0
0.508
2443.00
0.00
15,125
1.38
0.03
4.78
0.03
0.0
0.0
0.508
2453.00
0,00
15,106
1.38
0.03
478
0.03
0.0
0.0
0.508
2463.00
0.00
15,088
1.38
0.03
4.78
0,03
0.0
0.0
0,508
2473,00
0.00
15,070
1.38
0.03
4.78
0.03
0.0
0.0
0,508
2483,00
0,00
15,052
1.37
0.03
4.77
0,03
0.0
0.0
0,498
2493.00
0,00
15,034
1,37
0.03
4.77
0.03
0.0
0.0
0.498
2503,00
0.00
15,015
1.37
603
4.77
0.03
0.0
0.0
0.498
2513,00
0.00
14,997
1.37
003
4.77
0.03
0.0
0.0
0.498
2523.00
0.00
14,979
1.37
0.03
4.77
0.03
0.0
0.0
0.498
2533.00
0.00
14,961
1.37
0.03
4.77
0.03
0.0
0.0
0.4982543.00
0.00
14,943
1.36
6.03
4.76
0.03
0.0
0.0
0.488
2553.00
0.00
14,925
1.36
0.03
4.76
0.03
0.0
0.0
0.488
2563.00
0.00
14,907
1.36
0.03
4.76
0.03
0.0
0.0
0.488
2573.00
0,00
14,889
1.36
0.03
4.76
0.03
0.0
0.0
0.488
2583.00
0.00
14,870
1.36
0.03
4.76
0.03
0.0
0.0
0.488
2593.00
0,00
14,852
1.36
6.03�
4.76
0.03
0.0
0.0
0.488
2603.00
0.00
14,834
1.36
2
4.76
0.03
0,0
0.0
0.488
2613.00
0.00
14.816
1.35
year
Y 3
475
0.03
00
0.0
0.479
2623.00
0.00
14,798
1.35
130.03
4.75
0.03
0.0
0.0
0.479
2633,00
0.00
14,780
1.35
0.03
4.75
0.03
0.0
0.0
0.479
2643.00
0,00
14.762
1.35
0.03
4.75
0.03
0.0
0.0
0.479
2653.00
0.00
14,744
1.35
0,03
4.75
0.03
0.0
0.0
0.479

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' Using minimum flow between on8ce and channel equation
I
Results of routing the 2 year 24 hour storm (80%)
Use orifice =
1.00 inches
will draw down temporary pool in
2.92 days
Peak outflow =
14.05 cfs
Is this less than 22.039 OK
Peak Stage=
2.14 ft
Water Elevation=
5.54 met
Peak Storage=
24,401 cf
Design Spillway
5.10 mist
Temporary Pool Elevation for 1st inch of runoff
Length of weir
16.00 ft
To control 80 % 2 year storm
Structure Overflow
8.00 msl
Emergency spilhvay set to keep cover over the pipe
Length of weir
16.00 ft
2 year storm
15

D
B Baldwin 8 Associates
Engineering, surveying 8 Planning
1015 Conference Drive
Gieonvillo, NC 27858
[phone]
STORM WATER DETENTION
FOR
JT BARBER AND BUS GARAGE RENOVATIONS
NEW BERN, CRAVEN COUNTY, NORTH CAROLINA
10 Year Slorrn
7/26107
BARp6ipii i
a SEAL �.
032932 ;
�GINE \\
10 year storm
1
JUL 3 0 2007

Total watershed area
'
7.10 acres
Impervious Area - Roof
C=
0.95
CN=
98
1.29 acres
Impervious -Transportation
C=
0.95
CN=
98
2,10
Managed Area ( lawns 2%)
C=
0.17
CN=
72
1.14
Gravel
C=
0.95
CN=
98
2,56 acres
SCS Soil Group
B
Hydraulic Length
Overland
440
Channeled
0 feet
Vertical Relief
Overland
4.32
Channelized
0.5 feel
10 Vr. Storm Rainfall
7 inches
Time of Concentration
channel flow
'1tlp Overland
10.1
128
Composite C based on published values textual 1-Malcom)
R
Rainfall Intensity = / _ R 2
(h+T) 10
25
100
Peak Discharge Q = C/A
Total watershed area
Impervious Area Sidewalk
Impervious Area building add
Impervious Pavement area add
Managed Area
SCS Soil Group
Hydraulic Length
Vertical Relief
10 yr. Storm Rainfall
Design Hydrogaph Formulation
Composite CN
1000
5=-10
CN
Runoff
Q _ 1(1 -02S):
P + 0.85
Time of Concentration
channel flow (not overland)
II1X5 I'T
128
Composite C =
Rainfall Intensity = /_ %
(n+T)
I
Channelized
0.0
9 h
132 18
203 22
246 23
302 25
i
C= 0,95 CN=
C= 0.95 CN=
C= 0.95 CN=
C= 0.17 CN=
Peak Discharge Q = CIA
Time to peak 7 Vol
=
1.39Q_
Storage Required S = (Q, - Q. )T
Allowable release at impoundment =
Peak rate of inflow at impoundment =
% difference
Overland 420 feet
Overland 1AS feet
Overland
14.5
98
98
98
72
I
I
I
Channeled
7.0
10.1 minutes
0.82
6.33 inches per hr
37.07 cis
7.098 acres
0.30 acres
1.59 acres
3.31
1,89
B
480 feet
2.4 feet
7 inches
91.1
0.98
5.95 inches
21,5 minutes
0.2239777
0,7760223
0.74
R g h
2 132 18 4.67 inches per hr
10 203 22
25 246 23
100 302 25
24.58 cfs
74.7 minutes
(55,948) ct
37.07 cis
24.58 cis
33,67 %
I
10 year storm '
2
I
I

surface
diff.
accent.
Elevation
area
elev
storage
storage
Elevation
Stage
3.40
10,289
-
3.40
0
0.60
6.359
4.00
10,909
6.359
4.00
0.6
1.00
11,429
5.00
11,949
17,788
5.00
1.6
1.00
12,479
6.00
13.008
30,267
6.00
2.6
1.00
13,550
7,00
14.091
43,816
7,00
3.6
1,00
14,646
8.00
15,200
58,462
8.00
4.6
Storage elevation@minimum storage volume 5.04 msl
Z
Computed
Storage
Stage
LN(storage)
LN(Stage)
Stage
6,359
0.6
0.63
17.788
1.6
9,79
0.47
1.60
30.267
2.6
10,32
0.96
2.60
43,816
3.6
10.69
1.28
3.65
58,462
4.6
10,98
1.53
4.74
-(TS
6. Inr2,l 1.09
lL
S,
K. _ - 10,633,52
5 l
/ J 24.72
A
Storage elevation@minimum storage volume
Sae Outlet Device for Contra l Structure
invert elevation =
estimated orifice center elev. _
proposed water surface elev. _
available head (h)=
discharge (d) _
coefficient of discharge =
Orifice equation
Q=C,n 2gh
37.1
SAY
entice will drain temp storage in
10 year storm
3
5.04 feet msl
3.40 feet msl
3.44 feet msl
5,04 feel msl
1.60 feet
37.1 cfs
0.6
1 2.78 inches
1 inches
0.49 days

Inflow Hydro9raph
Peak In Bow = 24.6 cfs
Time to Peak = 74.7 cfs
93
r io.. meal
al.M1l
ol.�l
al•M
o1 M1
o�nl
0
0.00
0.00
0.00
0.0
0.0
4.00
0.17
0.00
0.00
0.0
0.0
8.00
0.69
0.00
0.00
0.0
0.0
12.00
1,53
0.00
0.00
0.0
0.0
16.00
2.68
0.00
0.00
0.0
0.0
20.00
4.09
0.00
0.00
0.0
0.0
24.00
5.74
0.00
0.00
0.0
0-0
28.00
7.57
0.00
0.00
0.0
0.0
32.00
9.54
0.02
0.00
0.0
0.0
36.00
11.58
0.02
0.00
0.0
0.1
40.00
13.64
0.03
0.00
0.0
0.2
44A0
15.67
0.03
0.00
0.0
0.4
48.00
17.60
0.03
0.00
0.0
07
52.00
1938.
0.04
3.98
0.0
5.1
56.00
20.96
0.04
15.47
0.0
17.2
60.00
22.30
0.04
19.05
0.0
20.9
64.00
23.35
0.04
20.66
0.0
22.6
68.00
24.09
0.04
21.20
0.0
23.1
7200.
24.50
0.04
22.31.
0.0
24.3
76.00
24.57
0.04
22.31 ,
0.0
24.3
80.00
24.29
0.04
22.87
0.0
24.9
84.00
23.67
0.04
22.31
0.0
24.3
88.00
23.08
0.04
21 M
0.0
23.7
92.00
21.53
0.04
20.66
0.0
22.6
96.00
20.08
0.04
19.58 I
0.0
21.4
100.00
18.73
0.04
18.521
0.0
20.3
104.00
17.47
0.04
16.97
0.0
18.7
108.00
16.30
0.04
15.47
0.0
17.2
112.00
15.20
0.04
14.98
0.0
16.7
116.00
14.18
0A4
13.53
0.0
15.1
120.00
13.22
0.04
12.60
0.0
14.2
124.00
12.34
0.04
11.69
0.0
13.2
128.00
11.51
0.04
10.80
0.0
12.3
132.00
10.73
0.04
10.37 I�,
0.0
11.8
136.00
10.01
0.04
9.52
0.0
11.0
140.00
9.34
0.04
8.69
0.0
10.1
144.00
871
0.04
7.89
0A
9.3
148.00
8.12
0.04
7.50
0A
8.8
152,00
7.58
0.04
7.11 I
0.0
8.4
156.00
7.07
0.04
6.36
0.0
7.7
160.00
6.59
0.04
6.00
0.0
7.3
164.00
6.15
0.04
5,64
0.0
6.9
168.00
5.74
0.04
4.95
0.0
6.2
172.00
5.35
0.04
4.95
0.0
6.2
176.00
4.99
0.04
4.29
0.0
5.5
180.00
4.66
0.00
3.98
0.0
5.1
184.00
4.34
0.00
3.67
0.0
4.8
188.00
4.05
0.00
3.36
0.0
4.5
192.00
3.78
0.00
3.07
0.0
4.2
196.00
3.52
0.00
2.79
0.0
3.9
199.00
3.35
0.00
279
0.0
3.9
202.00
3.18
0.00
2.51
0.0
3.6
205.00
3.01
0,00
2.25
0.0
3.3
208.00
2.86
0,00
2.25
0.0
3.3
211.00
2.71
0.00
2.00
0.0
3.1
214.00
2.58
0.00
2,00
0.0
3.1
217.00
2.45
0.00
1.75
0.0
2.8
220.00
2.32
0.00
1.75
0.0
2.8
223.00
2.20
0.00
1.52
0.0
2.5
226.00
2.09
0.00
1.30
0.0
2.3
229.00
1.98
0.00
1.30
I 0.0
2.3
232.00
1.88
0.00
1.30
i 0.0
2.3
235.00
1.79
0.00
1.09
0.0
2.1
238.00
1.70
0.00
0.89
0.0
1.9
241.00
1,61
0.00
0.89
0.0
1.9
244.00
1.53
0.00
0.89
0.0
1.9
247.00
1.45
0.00
0.71
0.0
1.7
250.00
1.38
0.00
0.71
0.0
1.7
253.00
1.31
0.00
0.71
0.0
1.7
256.00
1.24
0.00
0.54
0.0
1.5
259.00
1.18
0.00
0.54
0.0
1.5
262.00
1.12
0.00
0.38
0.0
1.3
265.00
1.06
0.00
0.38
0.0
1.3
268.00
1.01
0.00
0.38
0.0
1.3
271.00
0.96
0.00
0.25
0.0
1.2
274.00
0.91
nnn
10
0.25
0.0
1.2
277.00
0.86
year s1oI0
0.14
0.0
1.0
280.00
0.82
4 0.00
0.14
0,0
1.0
283.00
0.78
0.00
0.14
0.0
1.0
286.00
0.74
0.00
0.05
0.0
0.9
289.00
0.70
0.00
0.05
0.0
0.9

292.00
0.66
0.00
295.00
0.63
0.00
298.00
0.60
0.00
301.00
0.57
0.00
304.00
0.54
0,00
30L00
0.51
0.00
310.00
0.48
0.00
313.00
0.46
0.00
316.00
0.44
0.00
319.00
0.41
0.00
322.00
0.39
0.00
325.00
0.37
0.00
328.00
0.35
0,00
10 year storm
5
0.05
0.00
0.00
0.00
0.00
0.00
0.00
o uo
o.00
0.06
0.00
0.06
0.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.9
0.9
0.9
0.9
0.9
0,9
0.9
0.8
0.8
0.8
0.8
0.8
0.8

1
Spillway
Spillway
1
inch
5.10
8.00
3.40
T (time min)
O ( c(s)
Storage
Stage
Outflow
Elevation,
orifice
Weir
Weir
Channel
0
0
-
0.00
0.00
3.40
0.000
4.00
0.2
-
0.00
0,00
3,40
0.00
0.0
0.0
0.000
8.00
0.7
42
0.01
0,00
3,41
0.00
0.0
0.0
0.000
12,00
1.5
207
0.03
0,00
343
0,00
0.0
0.0
0.000
16.00
2.7
574
0,07
0.00
3.47
0.00
0.0
0.0
0.000
2000.
4.1
1.216
0.14
0.00
3,54
0.00
0.0
0.0
0.001
24.00
5.7
2.198
0,24
0.00
3,64
0.00
0.0
0.0
0.005
28.00
7.6
3,575
0,37
Q
3.77
000
0.0
0.0
0.015
32.00
9.5
5,388
0.54
0.04
3.94
0.02
0.0
0.0
0.042
36.00
11.6
7,668
0.74
0.10
4.14
0.02
0.0
0.0
0.096
40.00
13.6
10424
0.98
0,20
4.38
0.03
0.0
0.0
0.204
44.00
15.7
13,650
1.26
0,40
4.66.
0.03
0.0
0.0
0.398
48,00
17,6
17,315
1.56
0.70
4.96,
0.03
0.0
0.0
0.704
52,00
19.4
21,370
1.89
5.15
5.29,
0.04
4.0
0.0
1.174
56.00
21.0
24.786
2,17
17.16
5.57'
0,04
15.5
0.0
1.697
60.00
22.3
25.697
2.24
2089.
5.64
0.04
19.0
0.0
1.847
64.00
23.4
26.034
2,27
22.57
5,67
0,04
20.7
0.0
1,914
68.00
24.1
26.221
2.28
23_14
5.68
0.04
21.2
0.0
1,936
72.00
24.5
26,450
2.30
- 24_29
5,70
0.04
22.3
0.0
1,982
76.00
24.6
26,501
2.30
24_29
5,70
0.04
22.3
0.0
1.982
80.00
24.3
26.568
2.31
24_87
5.71
0.04
22.9
0.0
2005.
84,00
23.7
26.427
2.30
24_29
5.70
0.04
22.3
0.0
1,982
88.00
23.1
26,278
2.29
23_71
5.69
0.04
21.8
0.0
1.959
9200.
21.5
26,126
2.27
22_57
5.67
0.04
20.7
00
1.914
96.00
20.1
25.876
2.25
21_45
5.65
0.04
19.6
0.0
1.869
100.00
187
25,547
2.23
20_35
5.63
0.04
18.5
0.0
1,825
104.00
17.5
25,159
2.20
18_73
5.60
0.04
170
0.0
1.760
108.00
16.3
24,857
2,17
17.16
5.57
0,04
15.5
0.0
1.697
112.00
15.2
24,648
2,16
16.65
5.56
0,04
15.0
0.0
1,676
116.00
14.2
24,300
2.13
15,15
5,53
0,04
13.5
0.0
1,615
120,00
13.2
24,067
2.11
14_18
5.51
004
12.6
0.0
1.575
124,00
12.3
23,839
2.09
13.23
5.49
0.04
11.7
0.0
1.535
128.00
1 L5
23,625
2.07
12_30
5.47
0.04
10.8
0.0
1.496
132,00
103
23,435
2.06
11_85
5.46
0.04
10.4
0.0
1,477
136.00
MO
23,168
2.04
10_96
5.44
0.04
9.5
0.0
1.439
140,00
9.3
22,941
2,02
10_09
5.42
0.04
8.7
0.0
1,402
144,00
8.7
22,761
2,00
925
5.40
0.04
7.9
0.0
1.365
148,00
8.1
22.631
1.99
8,84
5.39
0.04
LS
00
1,347
152.00
7.6
22,458
1,98
8,44
5.38
0.04
7.1
0.0
1.329
156,00
7.1
22,251
1,96
7,66
5.36
0.04
6.4
0.0
1.294
160,00
6.6
22, 110
1.95
7.28
5.35
0.04
6.0
0.0
1.276
164.00
6.2
21,946
1.94
6.90
5.34
0,04
5.6
0.0
1.259
168.00
53
21,766
1.92
6.18
5.32
0.04
5.0
0.0
1.224
172.00
5.4
21,660
1.92
6.18
5.32
� 0.04
5.0
0.0
1,224
176.00
5.0
21,462
1.90
5.48
5.30
0.04
4.3
0.0
1.191
180.00
4.7
21,344
1.89
5.15
5,29
0.00
4.0
0.0
1.174
184.00
4.3
21.225
1.88
4.82
5.28
0.00
3.7
0.0
1.158
188.00
4.1
21,110
1.87
4.51
5.27
r 0.00
3.4
0.0
1.141
192.00
3.8
21.001
1.86
4.20
5.26
0.00
3.1
0.0
1.125
196.00
3.5
20,901
1.85
3.90
5.25
0.00
2.8
0,0
1.109
199.00
3.3
20,834
1.85
3.90
5.25
0.00
2.8
0.0
1.109
202,00
3.2
20,734
1.84
3.61
5.24
0.00
2.5
0.0
1,093
205,00
3.0
20,656
1.83
3.33
5,23
0,00
2.2
0.0
1.077
208.00
2.9
20,600
1.83
3.33
5,23
0.00
22
0.0
1.077
211,00
2.7
20,516
1.82
3.06
5.22
0.00
2.0
0.0
1.062
214.00
2.6
20,454
1.82
3.06
5,22
0.00
2.0
0.0
1.062
217.00
2.4
20,368
1.81
2.80
5.21
0.00
1.8
0.0
1,046
220.00
2.3
20.305
1.81
2.80
5.21
0.00
1.8
0.0
1,046
223.00
2.2
20,219
1.80
2.55
5.20
0.00
1.5
0.0
1.031
226.00
2.1
20,157
1.79
2.31
5.19
0.00
1.3
0.0
1016
229.00
2.0
20.117
1.79
2.31
5.19
0.00
1.3
0.0
1016
232.00
1.9
20,058
1.79
2.31
5.19
0.00
1.3
0.0
1.016
235.00
1.8
19,981
1.78
2. 99
5.18
0.00
1.1
00
1,001
238.00
17
19,928
1.77
1. 77
5.17
0.00
0.9
0.0
0.986
241.00
1.6
19,896
1.77
1.87
5.17
0,00
0.9
0.0
0.986
244,00
1.5
19,848
1.77
1.87
5.17
0.00
0.9
TO
0.986
247,00
1.5
19,786
1.76
1.68
5.16
0,00
0.7
0.0
0.971
250,00
1.4
19,746
1.76
1.68
5,16
0,00
0.7
0.0
0.971
253,00
1.3
19,692
1.76
1. 88
5.16
0,00
03
0.0
0,971
256.00
1.2
19,625
1.75
1. 99
5,15
0.00
0.5
0.0
0.956
259.00
1.2
19,580
1.75
1. 99
5.15
0.00
O.5
0.0
0.956
262.00
1.1
19,523
1.74
1.33
5.14
0.00
O 4
0.0
0.942
265.00
1.1
19.486
174
1.33
5.14
0.4
0.0
0,942
268.00
1.0
19,438
1.74
1.33
5.14
10.00
0.00
0.4
0.0
0.942
271.00
1.0
19,381
173
1.18
5.13
'000
0.2
0.0
0,927
274.00
0.9
19.341
1.73
1.18
5.13
1000
0.2
0.0
0.927
277.00
0.9
19,293
1.72
1.05
5.12
0.00
0.1
0.0
0,913
280.00
0.8
19,259
1.72
1.05
5,12
'0.00
0.1
0.0
0.913
283,00
0.8
19.217
1.72
10 ,j 0�,
5.12
�0fO
0.1
0.0
0.913
286,00
0.7
19,168
171
year -n �y'
5.11
0.00
0.0
0.0
0,899
289,00
0.7
19,130
1.71
0.95
6
5.11
MID
0.0
0.0
0,899
292,00
0.7
19,085
1.71
0,95
5.11
0.00
0.0
0.0
0,899
295,00
0.6
19,034
1.70
0.89
5,10
0.00
0.0
0.0
0.885
298,00
0.6
18,988
170
0.89
5.10
0,00
0.0
0.0
0.885

' 301.00
0.6
18,937
169
0.87 5D9
0.00
0.0
0.0
0,871
304.00
0.5
18,882
1.69
0.87 5.09
0.00
0.0
0.0
0,871
307.00
0.5
18,822
1.68
0.86 5.08
0.00
0.0
0.0
0,858
310.00
0.5
18,759
1.68
0,86 5.08
0.00
0.0
0.0
0.858
313,00
0.5
18,692
1,67
0,84 5.07
0.00
0.0
0.0
0.844
316.00
0.4
18,623
1,67
0.84 5,07
0,00
0.0
0.0
0.844
319.00
0.4
18,550
1,66
0,83 5.06
0.00
0.0
0.0
0.831
322.00
04
18,475
1,66
0.83 5,06
0.00
0.0
0.0
0.831
325.00
04
18,396
1.65
0.82 5.05
0,00
0.0
0.0
0,817
328.00
04
18,317
1.64
0,80 5.04
0.00
0.0
0.0
0,804
' Using minimum flow between orifice and channel equation
Results of routing
the 10 year storm
Use orifice =
1.00 inches
will draw down temporary pool in
0.49 days
Peak outflow =
24.87 cis
Peak Stage=
2.31 R
Water Elevation=
5.71 vast
Peak Storage=
26,568 cf
Design Spillway
5.10 msl
Temporary Pool Elevation
Length of weir
16.00 ft
To central 10 year storm
Structure Overflow
8.00 msl
Emergency spillway set to keep cover
over the pipe
Length of weir
16.00 fl
I
10 year storm
7 1

1I] LIldbVfiilil and ASSOCIA
A ENGINEERING, SURVEYING & PLANNING
NUTRIENTS
CALCULATIONS
Michael W. Baldwin, PLS
J.S. Janowski, PE
JUL 3 0 2007
JT BARBER ELEMENTARY SCHOOL RENOVATION AND BUS
MAINTENANCE GARAGE RENOVATION
New Bern, Craven County, North Carolina
June 29. 2007
<;4t 6n Janowski, P E
Robert J. opf, Jr., P.E.
1 324 = _
Q/,.FNciriE . 'e'•` ��i V, •'✓CI
fi
j.
1015 Conference Drive ❑ Greenville, North Carolina 27858 ❑ 252-756-1390 ❑ Fax: [phone]
Email: [e-mail]

OF
xBaldwin & Associates JOB JT Barber Elementary School Renovation and Bus Maintenance Garage
Engineering, Surveying & Planning SHEET NO. 1 OF 2
1015 Conference Drive CALCULATED BY rlk DATE 7/2/2007
Greenville, NC 27858 CHECKED BY ISJ DATE
[phone] SCALE none
NITROGEN EXPORT CALCULATIONS -Existing Conditions
(NEUSE RIVER BASIN RULES)
Lot Area = 7.10 Acres
Acreage of Listed Use
Export Coefficient TN Export of Listed Use
Impervious Area Buildings
1.29 ac
X
21.2
Ib/ac/yr
27.332
Ib/yr
Asphalt
2.10 ac
X
21.2
I1lb/ac/yr
44.615
Ib/yr
Concrete
2.56 ac
X
21.2
'lb/adyr
54.329
Ib/yr
Managed Open Space
1.14 ac
X
1.2
Ib/adyr
1.370
Ib/yr
Unmanaged Open Space
0 ac
X
0.6
ib/ac/yr
0.000
Ib/yr
Totals - predeveloped
7.09816345 ac
127.645
Ib/yr
Total Nitrogen Export from Site
127.645 Ib/yr
=
17.983
Ib/aclyr
7.098 ac
NITROGEN EXPORT CALCULATIONS -post developed
(NEUSE RIVER BASIN RULES)
Lot Area, Treated: = 7.10 Acres
Acreage of Listed Use
Export Coeffcienl TN Export of Listed Use
Impervious Area Buildings 1.59 ac
X
21.2
Ib/adyr
33.704
Ib/yr
Asphalt 3.31 ac
X
21.2
Ib/adyr
70.216
Ib/yr
Concrete 0.30 ac
X
21.2
Ibladyr
6.392
Ib/yr
Managed Open Space 1.89 ac
X
1.2
Ib/adyr
2,274
Ib/yr
Unmanaged Open Space 0 ac
X
0.6
Ib/adyr
0.000
Ib/yr
Totals- post developed - treated 7.09816345 ac
112.585
Ib/yr
Totals - post developed after treatment (25%):
84.439
Ib/yr
Totals- post developed
7.09816345 Be
84.439
Ib/yr
Totals - predeveloped
7,09816345 ac
127.645
Ib/yr
Difference in post developed
and predeveloped
-43.206
Ib/yr
Total Nitrogen Export from Site-43.206 Ib/yr = -6.087 Iblae/y, < 3.6 Ibs lac / yr ok
7.098 ac
C IPxunmte sq $MinpsIFMM Nnop/,fl6AlHilaR ojocfsV iOabwY,auionrppc¢IcsJlesb»enaM

BBaldwin & Associates JOB JT BARBER AND BUS GARAGE RENOVATION
Engineering, Surveying & Planning
SHEET NO.
pyyp
'=
1015 Conference Drive
CALCULATED BY
"��
Greenville, NC 27858
CHECKED BY
[phone]
SCALE
NONE
OF
DATE 6/27/2007
DATE
n = 0.013
g = 203
h = 22
Inlet Time= 20
Roadway 0.95
Walks 0.95
Lawns (flat) 0.15
min
Combined
Req'd Slope
Cap of
Cap >
_
Actual
Start
Finish
Start
Finish
Min Depth
Total
Pipe
Time of
Perv.
Runoff
Total
(based on
Prop.
Prop Pipe
Req'd
Pipe Vel
Pipe Vel
Segment
Start
Finish
Structure
Structure
Depth of
Depth of
of
Structure
From
To
Area
Inlet Time
Time
conc
Intensity
Coeff.
Discharge
street slope)
Pipe Size
# of pipes
Sire
Cap
Vfull
Check
Length
Time
Invert
Invert
Top Elev
Top Elev
Structure
Structure
Structure
Check
acres
min
min
min
in r
c s
in
c s
sec
min
t
t
t
Of 1
DI
0.30
20.00
0.00
20.00
4.83
0.74
1.06 -
0.0010
15
X
1
2.05
PASS
1.66
CHECK
150
1.50
4.19
4.04
6,00
5.87
1.81
1.83
1.77
GOOD
DI
DI
0.96
20.00
1.50
21.50
4.67
0.74
3.31
0.0013
15
X
1
2.29
CHECK
1.86
CHECK
40
0.36
4.04
3.99
5.87
5.80
1.83
1.81
1.77
GOOD
DI
DI
4.13
24.50
0.99
25.49
4.27
0.74
13.00
0.0010
15
X
1
2.00
CHECK
1.62
CHECK
105
1.08
3.99
3.89
5.80
6.00
1.81
2.11
1.77
GOOD
DI
DI
4.60
25.49
1.08
26.57
4.18
0.74
14.15
0.0010
18
X
1
3.29
CHECK
1.85
CHECK
164
1.47
3.89
3.73
6.00
8.82
2.11
5.09
2.04
GOOD
DI
DI
5.41
26.57
1.47
26.57
4.18
0.74
16.64
0.0011
30
X
1
13.71
CHECK
2.78
PASS
45
0.27
3.73
3.68
8.82
&50
5.09
4.82
3.12
GOOD
DI
D17
5.53
26.57
0.27
26.84
4.16
0.74
16.93
0.0010
30
X
1
12.78
CHECK
2.59
PASS
238
1.53
3.68
3.45
8.50
7.50
4.82
4.05
3.12
GOOD
DI
DI
0.45
20.00
0.00
20.00
4.83
0.74
1.60
0.0010
15
X
1
2.02
PASS
1.64
CHECK
103
1.05
3,83
3.73
5.80
8.82
1.97
5.09
1.77
GOOD
DI 11
DI 10
0.74
20.00
0.00
20.00
4.83
0.74
2.65
0.0012
18
X
1
3.65
PASS
2.06
CHECK
125
1.01
3.90
3.75
6.20
7.50
2.30
3.75
2.04
GOOD
DI 10
DI
0.84
20.00
1.01
21.01
4.72
0.74
2.92
0.0012
18
X
1
3.60
PASS
2.03
CHECK
128
1.05
3.75
3.60
7.50
7.60
3.75
4.00
2.04
GOOD
DI
DI
1.32
21.01
1.05
22.06
4.61
0.74
4.49
0.0011
24
X
1
Z48
PASS
2.37
CHECK
138
0.97
3.60
3.45
Z60
7.50
4.00
4.05
2.58
GOOD
DI 17
CB 15
0.37
20.00
0,00
20.00
4.83
0.74
L31
0.0022
8
X
1
0.57
CHECK
1.64
CHECK
125
1.27
5.30
5.02
6.50
7.98
1.20
2.96
1.15
GOOD
CB 15
CB 14
0.38
20.00
L27
21.27
4.69
0.74
131
0.0017
12
X
1
1.48
PASS
1.88
CHECK
128
1.14
5.02
4.80
- 7.98
7,62
Z.96
2.82
2.27
GOOD
CB 14
CB 13
0.81
21.27
1.14
22.41 .
4.57
0.74
2.71
0.0021
12
X
1
- 1.64
CHECK
2.08
CHECK
128
1.03
4.80
4,53
7.62
7.06
2.82
2.53
2.27
GOOD
CB 13
CB 12
1.98
22.41
1.03
23.43
4.47
0.74
6.52
0.0020
12
X
1
1.58
CHECK
2.00
CHECK
128
1107
4.53
4.28
7.06
6.55
2.53
2.27
2.27
GOOD
CB 12
DI 3
2.78
23.43
1.07
24.50
4.37
0.74
8.94
0,0023
12
X
1
1.70
CHECK
2.16
CHECK
128
0.99
4.28
3.99
6.55
5,80
2.27
1.81
2.27
CHECK
DI 16
CB 14
0.32
20.00
0.00
20.00
4.83
0.74
1.15
0.0040
8
X
1
0.77
CHECK
2.19
CHECK
125
0.95
5.30
4.80
6.50
7.62
1.20
2.82
1.15
GOOD

JT BARBER AND BUS GARAGE RENOVATION - STORM DRAINAGE
6/27/2007 16:49
From
To
Prop.
Pipe
Size
# of
i es
Len th
Sloe
From
Invert
Actual To
Invert
(ft)
(ft / ft)
A
A
DI
DI
15
X
1
150
0.10%
4.19
4.04
DI
DI3
15
X
1
40
0.130,
4.04
3.99
DI
1514
15
X
1
105
0.10%
3.99
3.89
D14
DI
18
X
1
164
0.10%
3.89
3.73
DI 5
DI 6
30
X
1
45
0.11 %
3.73
3.68
DI
517
30
X
1
238
0.10%
3.68
3.45
DI 7
FES 1
30
X
1
18
0.28%
3.45
3.40
DI
DI
15
X
1
003
0.10%
3.83
3.73
DI11
DI10
18
X
1
125
0.12%
3.90
3.75
Di 10
DI 9
18
X
1
128
0.12%
3.75
3.60
DI
DI
24
X
1
138,
0.11%
3.60
3.45
DI 17
CB 15
8
X
1
125
0.22/a
5.30
5.02
CB 15
CB 14
12
X
1
128
0.17%
5.02
4.80
CB 14
CB 13
12
X
1
128
0.21 %
4.80
4.53
CB 13
CB 12
12
X
1
128
0.20%
4.53
4.28
CB 12
DI 3
12
X
1
128
0.23%
4.28
3.99
DI 16
CB 14
8
X
1
1251
0.40%
5.30
4.80
CB #
STA
INV
Street Elev
Hood
Rim
Type
DI
0
4.19
6.00
N/A
6.00
Drop Inlet
DI
0
4.04
5.87
N/A
5.87
Drop Inlet
DI
0
3.99
5.80
N/A
5.80
Drop Inlet
DI
0
3.73
8.82
N/A
8.82
Drop Inlet
DI
0
3.68
8.50
N/A
8.50
Drop Inlet
DI
0
3.45
7.50
N/A
7.50
Drop Inlet
DI
0
3.83
5.80
N/A
5.80
Drop Inlet
DI11
0
3.90
6.20
N/A
6.20
Drop Inlet
DI10
0
3.75
7.50
N/A
7.50
Drop Inlet
DI
0
3.60
7.60
N/A
7.60
Drop Inlet
DI17
0
5.30
6.50
N/A
6.50
Drop Inlet
CB 15
0
5.02
7.98
7.98
N/A
Catch Basin
CB 14
0
4.80
7.62
7.62
N/A
Catch Basin
CB 13
0
4.53
7.06
7.06
N/A
Catch Basin
CB 12
0
4.28
6.55
6.55
N/A
Catch Basin
DI16
0
5.30
6.50
N/A
6.50
Drop Inlet