SW8990946_COMPLIANCE_20000127

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��O
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

i
'1
Permit: SW8990946
Compliance Inspection Report
Effective: 01/27/00 Expiration: Owner: Zimmer Commercial Properties LLC
Project: Cvs Pharmacy 4622-02
County: New Hanover
Region: Wilmington
Contact Person: Jeffrey L Zimmer
Directions to Project:
Title: Administrator
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Whiskey Creek (Purviance Creek)) (03-06-24 )
SA;HQW)
On -Site Representative(s):
Related Permits:
Inspection Date: 05/2712010 Entry Time: 01:10 PM
Primary Inspector: Angela K Hammers
Secondary Inspector(s):
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
i State Stormwater
(See attachment summary)
Exit Time: 01:40 PM
Phone: [phone]
Phone: [phone]
Ext.7317
Inspection Type: Stormwater
Page: 1

Permit: SW8990946 Owner - Project: Zimmer Commercial Properties LLC
Inspection Date: 05/27/2010 Inspection Type: Stormwater Reason for Visit: Follow-up
Inspection Summary:
Operation & Maintenance items have been repaired. PE Certification received by DWQ.
Permit within SL2009-406 timeframe. Project deemed compliant.
File Review Yes No NA NE
Is the permit active? ■ ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file?
■
❑
❑
❑
Signed copy of the Operation & Maintenance Agreement is in the file?
®❑
❑
❑
Copy of the recorded deed restrictions is in the file?
❑
❑
■
❑
Comment:
Operation and Maintenance
Yes
No
NA
NE
Are the SW measures being maintained and operated as per the permit requirements?
■
❑
❑
❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■
upon request?
Comment:
Page: 2

Permit: SW8990946
County: New Hanover
Region: Wilmington
Compliance Inspection Report
Effective: 01/27/00 Expiration: Owner: Zimmer Commercial Properties LLC
Project: Cvs Pharmacy 4622-02
Contact Person: Jeffrey L Zimmer Title: Administrator
Directions to Project:
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Whiskey Creek (Purviance Creek)) (03-06-24 )
SA;HQw)
On -Site Representative(s):
Related Permits:
Inspection Date: 12/08/2009 Entry Time: 03:45 PM
Primary Inspector: Angela K Hammers
Secondary inspector(s):
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: 0 Compliant ® Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Exit Time: 04:15 PM
Phone: [phone]
Phone: [phone]
E xt.7317
Inspection Type: Stormwater
Page: 1

Permit: SW8990946 Owner - Project: Zimmer Commercial Properties LLC �\
Inspection Date: 12/08/2009 Inspection Type: 5tormwater Reason for Visit: Follow-up
Inspection Summary:
The following deficiencies were noted during the inspection:
1. An engineer's certification was not found in the file as required.
2. The forebay vegetation was overgrown with trees and shrubs.
3. The rock pad by the inlet was not observed.
To bring this system into compliance, the following must be completed:
1, Submit a Plan of Action to address the violations listed in the Notice of Violation issued October 23, 2009.
2. Submit a PE to this office.
3. Perform maintenance according to the signed Operation & Maintenance agreement.
This project remains under the Notice of Violation, NOV-209-PC-0857.
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment: Engineer certification not submitted to DWQ as required.
SW Measures
Are the SW measures constructed as per the approved plans?
.Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment:
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Yes No NA NE
00018
DDDla
®DDD
Yes No NA NE
D®DD
Are the SW BMP inspection and maintenance records complete and available for review or provided to owQ D D D
upon request?
Comment: The vegetation in the forebay is overgrown with trees and shrubs. The rock
pad a the inlet was not observed.
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? D E9 ❑ D
Comment: A written Plan of Action outlining the actions to correct the violations has
not been received by DWQ. The deadline date was on or before November 24, 2009.
Page: 2

Stormwater Permit Application
CVS Pharmacy 4622-02
NC 132/Waltmoor Road
Wilmington, North Carolina
Prepared for:
Zimmer Development Company, LLC
Wilmington, North Carolina
September 27, 1999
018042.12
Kimley-Morn
and Associates, Inc.
©Kimley-Horn and Associates, Inc. 1999

Stormwater and Erosion Control Narrative
CVS Pharmacy Store No. 4622-02
NC Highway 132/Waltmoor Road
Wilmington, North Carolina
Property Owner
Zimmer Development Company, LLC
I I I Princess Place
Wilmington, North Carolina 28402
[phone]
Attn.: Mr. Rod Young
Civil Engineering and Landscape Architecture
Kimley-Horn and Associates, Inc.
4607 Franklin Avenue, Suite 227
Wilmington, NC 28403
(910) 792-I040
Attn.: Mr. J. Andrew Owens, EIT
Purpose of Land -Disturbing Activity
Zimmer Development Company plans to construct a CVS Pharmacy at the
corner of NC Highway 132 (South College Road) and Waltmoor Road in
Wilmington, North Carolina. The parcel is currently zoned O&I, Office and
Institutional. The total parcel size is 1.54-acres. The proposed use is permitted
within the O&I zoning and will not require any special use permits.
Project Description
The project will consist of a new 10,195 square foot CVS Pharmacy,
associated parking facilities, internal and perimeter landscaping, a stormwater
detention pond, potable water service, sanitary sewer service, gas service, and
adjacent roadway improvements.
CVS Pharmacy Store No. 4622-02 Page 1
Narrative. doc

Project Location
The project is located in the northeast quadrant of the intersection of NC
Highway 132 and Waltmoor Road in Wilmington, North Carolina. The
existing street address is 3625 South College Road.
Site Description
A SPEC daycare facility is currently located on the subject property.
The topography of the site varies slightly with elevations ranging from
approximately 45 MSL at the frontage to 40 MSL towards the rear. The
predominant soil type is Rimini (Hydrologic group A) with a mean high water
table depth of greater than b feet.
Stormwater Control Devices
The project will provide stormwater treatment by means of a detention
impoundment designed to store, treat, and release (over a period of two to five
days) the run-off from the one inch rainfall design storm. The pond and outlet
structure were sized to limit the post -development runoff rate to the runoff rate
prior to development. The design also provides an emergency outlet for the
50-year storm event. See the attached construction plans for details.
The surface runoff will be collected and transported in a series of City of
Wilmington standard curb and drop inlets. Roof drainage from the proposed
CVS facility will be conveyed via PVC piping into these inlets.
Erosion Control Devices
The total drainage area of the development is 1.54-acres. The disturbed area of
the property will be 2.41-acres. The erosion control devices have been
designed and located to retain sediment on site.
Silt fencing will be installed around the lower side of the property. This will
prevent sediment from exiting the property and entering the adjacent roadway.
Silt fence type inlet protection devices will be installed around the proposed
catch basins within the property boundary. Temporary gravel construction
entrance pads will be installed at each entrance. A class B stone outlet pad
will be provided at the end of the culvert entering the forebay (see attached
grading and erosion control plan).
CVS Pharmacy Store No. 4622-02 Page 2
Narradve.doc

Proposed Construction Sequence (for Stormwater and Erosion Control
Measures
1. Obtain Stormwater and Erosion Control Plan approval from NCDENR
(Division of Water Quality) and New Hanover County Engineering.
2. Obtain other applicable permits.
3. Schedule a preconstruction conference on -site.
4. Install temporary gravel construction entrances (2).
5. Install silt fencing and inlet protection around existing inlets as indicated
on construction plans.
6. Clear and rough grade site.
7. Construct/install detention impoundment, drainage basins, culverts, and
inlet protection.
8. Install rip -rap and flared end sections where indicated.
9. Stabilize denuded areas.
10. Remove erosion control measures after all construction is complete.
Maintenance Plan
1. The general contractor will check for stability and operation following
every runoff -producing rainfall but in no case all erosion and
sedimentation control devices less than once every week. Any needed
repairs will be made immediately to maintain all devices as designed.
2. Sediment will be removed from behind the silt fencing when it becomes 6
inches deep at the fence. The fencing will be repaired as necessary to
maintain a sufficient barrier.
3. All seeded areas will be fertilized, re -seeded as necessary, and mulched
according to the plans and specifications to maintain a vigorous, dense
vegetative cover.
4. See the construction plans for additional notes and details.
CVS Pharmacy Store No. 4622-02 Page 3
Narrative. doc

Kimley-Horn
and Associates, Inc.
Job Waltmoor CVS Pharmacy Subject
Designed by JAO Date 9/3/99
NCDENR METHOD (for "first flush" pollution removal efficiency)
Shoot No. I of 1
Detention Pond Design Job No. 018042.12
Chocked by Date
Minimum Permanent Pool Surface Area Determination Vegetated Filter M
Impervious Total
Percent
Perm.
SAIDA
Area
Permanent Pool
Area (ac) Area(ac)
Impervious
Depth(ft)
Ratio
(so
W(ft)
L(ft)
ALT #1
11 51
85.1%
6,775
48
149
ALT #2
85.1%
miffl E
4,562
39
122
JALT #3
85.1%
4,092
37
ALT #4
...........
WT. 85.1%
3,287
34
107
Minimum Top of Berm Surface Area Determination
Runnoff
Depth
Volume
Freeboard(ft)
Top of Berm
Total
Volume(co
for RV
Check(co
W(ft) L(ft)
Depth
ALT #1 4,560
0.64
4,805
1
68 169
4.6
ALT #2 4,560
0.96
5,019
51 1347
6.5
JALT #3 4,560
1.06
5,100
50 _ 129
7.1
ALT #4 4,560
1.25
5,260
48 121
8.3
r:11VVa1trnoorCVS—Deten—Pond,x1s NCDENR

Kim ley -Horn 9123/99
and Associates, Inc.
Sheet No. 1 of 2
Job Waltmoor CVS Pharmacy subject Detention Pond Design Job No. 018042.12
Designed by JAO Date 913199 Checked by Date
Design Post Development Discharge Rate To Equal Pre -Development Discharge Rate
Hydroaraph Formulation
1.) Estimate Peak
Watershed Area = 1:f4 acres
Pre -Development Discharge Rate Determination, Q Pre Qpfe=CIA C= ,; . Q; 5<»»»
Determine Rainfall Intensity, I
Kirp(ch Method(<20 acres) Q 0 242-M
L H TC 1 (10 Year) 1 (50 Year) (cfs) (cfs)
5 7.23 8.87 2.78 3.41
Post Development Discharge Rate Determination, Q post Qpost=CIA C=
Determine Rainfall Intensity, I
Kirpich Method(<20 acres) 4p,SrsQ
L H T, I (10 Year) 1 (50 Year) (cfs) (cfs)
p0 5` 4 7.23 8.87 9.35 11.47
2.) Estimate Volume of Run-off
Soil Type: Rimini Hydraulic Soil, Group: A
Use 10-year design storm, 6 hour duration. Depth = M. � $2 inches
Pre Devel. Soil Storage Capacity, S = 10001CN -10 = 13.26 where CN =
Pre Devel. Run-off, R=(P - 0.2 S)21( P + 0.8 S) P = 4.82
Post Devel. Soil Storage Capacity, S = 10001CN -10 = 1.24
Post Devel. Run-off, R=( P - 0.2 S)'/( P + 0.8 S)
3.) Set the shape of the hydrograph
Pre Devel. Time to Peak, Tp = 43.5 * Area * Runoff
Qprel0
Post Devel. Time to Peak, Tp = 43.5 * Area * Runoff
Qpostl0
4.) Estimate the Required Storage, S
P = 4.82
(Woods and Grass - Fair)
R = 0.30
where CN = a
(Urban Districts - C & B)
R = 3.60
7.3 min.
25.8 min.
S = (Qpost-Qpre) x TplOpost x 1.39 x 60 = 1 14,126 CF
r:\\WaitmoorCVS_Deten_Pond.xis 10-Year Hydrograph

Kimsey -Horn 9123199
and Associates, Inc.
Sheet No. 2 of 2
Job Waltmoor CVS Pharmacy Subject Detention Pond Design Job No. 018042.12
Designed by JAO Date 913199 Checked by Date
5.) Hydrograph Formulation
ime(t)min.
Discharge (Q)
Past Pre
0
0.00
0.00
2.58
0.23
0.77
5.16
0.89
2.22
7.74
1.93
2.76
10.31
3.23
1.94
12.89
4.68
1.23
15.47
6.12
0.78
18.05
7.43
0.49
20.63
8.46
0.31
23.21
9.12
0.20
25.78
9.35
0.13
28.36
9.12
0.08
30.94
8.46
0.05
33.52
7.49
0.03
36.10
6.58
0.02
38.68
5.78
0.01
41,25
5.07
0.01
43.83
4.45
0.01
46.41
3.91
0.00
48.99
3.43
0.00
51.57
3.01
0.00
54.15
2.65
0.00
56.73
2.32
0.00
59.30
2.04
0.00
61.88
1.79
0.00
64.46
1.57
0.00
67.04
1,38
0.00
69.62
1.21
0.00
72.20
1.07
0.00
74.77
0.94
0.00
77.35
0.82
0.00
79.93
0.72
0.00
82.51
0.63
0.00
85.09
0.56
0.00
87.67
0.49
0.00
90.24
0.43
0.00
92.82
0.38
0.00
95.40
0.33
0.00
97.98
029
0.00
100.56
0.26
0.00
103.14
0.22
0.00
105.72
0.20
0.00
108.29
0.17
0.00
110.87
0.15
0.00
113.45
0.13
0.00
Time Increment = WRM-Tp
10-Year Storm Event Inflow Hydrograph
-♦-Post Devel Inflow Pre Devel Inflow
10
MMM
9 /
MW
8 112
Y l
n
7 �t a.
6
rn 5 S F
t 4MO
� F
w `
2
1 2 - .
0
0 20 40 60 80 100 120
Time, t (min)
r:kMaltmoorCVS_Deten Pond.xls 10-Year Hydrograph

Kim ley -Horn 9/23/99
and Associates, Inc.
Sheet No, t of 2
Job Waltmoor CVS Pharmacy Subject Detention Pond Design Job No. 016042.12
Designed by JAC Date 9099 Checked by JCF Date 4/16199
Design Post Development Discharge Rate To Equal Pre -Development Discharge Rate
Hydrograph_Formulation
1.) Estimate Peak
Watershed Area = acres
Pre -Development Discharge Rate Determination, QPre Qpfe=CIA C=�
Determine Rainfall Intensity, I
Kirpich Method(<20 acres)
L H T, 1 (10 Year) 1 (50 Year) (cfs) (cfs)
5 7.23 8.87 2.78 3.41
Post Development Discharge Rate Determination, Qpost Qpost=CIA C=�
Determine Rainfall Intensity, I
Kirpich Method(<20 acres)
L H Tc 1 (10 Year) 1 (50 Year) (cfs) (cfs)
ip 4 7.23 8.87 9.35 11.47
mg
2.) Estimate Volume of Run-off
Soil Type: Rimini Hydraulic Soil Group: A
Use 25-year design storm, 6 hour duration. Depth tE) •. inches
Pre Devel. Soil Storage Capacity, S = 10001CN -10 = 13.26
Pre Devel. Run-off, R=( P - 0.2 S)zl( P + 0.8 S) P = 6.4
Post Devel. Soil Storage Capacity, S = 10001CN -10 = 1.24
Post Devel. Run-off, R=( P - 0.2 S)21( P + 0.8 S)
3.) Set the shape of the hydrograph
Pre Devel. Time to Peak, Tp = 43.5 * Area' Runoff
Qpre50
Post Devel. Time to Peak, Tp = 43.5 * Area * Runoff
Qpost50
4.) Estimate the Required Storage, S
P = 6.4
where CN = <`43.
(Woods and Grass - Fair)
R = 0.83
where CN
(Urban Districts - C & B)
R = 5.12
16.2 min.
29.9 min.
S = (Qpost-Qpre) x Tp50post x 1.39 x 60 = 1 20,106 CF
r.11Wa1tmoorCVS_Deten_Pond.x1s 50-Year Hydrograph

Kimley-Horn 9123199
and Associates, Inc.
Sheet No. 2 of 2
Job Waltmoor CVS Pharmacy Subject Detention Pond Design Job No. 018042.12
Designed by JAO Date W3199 Checked by JCF Date 4M6199
5.) Hydrograph Formulation
Discharge (Q)
ime(t)min.
Post
Pre
0
0.00
0.00
2.58
0.21
0.21
5.16
0.82
0.78
7.74
1.79
1,58
1031
305
242
12.89
4.50
3.07
15.47
6.05
3.40
18.05
7.57
3.31
20.63
8.96
2.83
23.21
10.11
2.31
25.78
10.94
1.87
28.36
11.40
1.52
30.94
11.44
1.24
33.52
11.07
1.01
36.10
10.31
0.82
38.68
9.27
0.67
41.25
8.29
0.54
43.83
7.41
0.44
46.41
6.63
0.36
48.99
5.92
0.29
51.57
5.30
0.24
54.15
4.73
0.19
56.73
4.23
0.16
59.30
3.78
0.13
61.88
3.38
0.10
64.46
3.02
0.08
67.04
2.70
0.07
69.62
2.42
0.06
72.20
2.16
0.05
74.77
1.93
0.04
77.35
1.73
0.03
79.93
1.54
0.02
82.51
1.38
0.02
85.09
1.23
0,02
87.67
1.10
0.01
90.24
0.99
0.01
92.82
0.88
0.01
95.40
0.79
0.01
97.98
0.70
0.01
100.56
0.63
0.00
103.14
0.56
0.00
105.72
0.50
0.00
108.29
0.45
0.00
110.87
0.40
0.00
113.45
0.36
0.00
Time Increment E4,1 *Tp
50-Year Storm Event Inflow Hydrograph
- 0 Post Devei inflow --a-Pre Deve! inflow
14
12
10
Ci 8
D
c0 6
L
N
0 4
2
kE
0 20 40 60 80 100 120
Time, t (min)
L �
Y
f\
e
r:1lWa11moorCVS_Deten_Pond,x1s 50-Year Hydrograph

'r
Waltrnoor CVS
018042.12
Hydrogra w
Qp= 9.35 cfs
Tp= 26 min.
Ot= 10 min.
Stage-Stora e:
Ks= 1.90
b- 4.359R5
Za= 0 1t (invert)
Initial Water level:
Z;= = 5 ft.
ROUTING
f'l)A'U
V Orifice (NCDENR):
N= 4fL
D= inCd=Invert=
Riser/barrel:
# of Barrels 1
Riser Length 3 ft.
Riser Width 3 ft.
Riser Cw= 3,33
Riser Cd= 0.6
Zcr- 7.65
13
D.6
Barrel
Computed resuhs`. Z (inv
Peak stage= 7.62 ft.
Rise= 2.6 &
Peak outflow= 18 cis
Weir 1 (Riser):
L= 1.5 ft
Weir 2 (Emer enc S illway):
L= 0
Zcr= 0
Cw= 0
.
H=
4.33
(Emergency
SINGLE -RESERVOIR
1" Orifice
Riser
Riser
S iilwa
Time
Inflow
Storage
Stage
Outflow
Riser
Riser
Barrel
Riser
Culvert
Weir I
Weir t
Weir 2
min
cfs
cfs
orific cfs
we' -is
cfs
Dischar c
cFs
weir cfs
orifice cfs
cfs
0
0.00
4
0.00
0.00
0.00
0.00
4.00
0.00
0.00
0.00
0.00
0,00
10
3.02
U
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
20
8.17
1810
4,82
0.06
0.04
0.00
8.75
0.00
0.00
0.00
0.00
0,00
30
8.81
6715
6,51
1.36
0.04
0.00
11.63
0.00
0.03
1.33
0.00
0,00
40
5.49
11186
7.32
2,49
0.00
0.00
12.79
0.00
0.04
0.00
2.45
0.00
SD
3.33
12996
7.58
2.77
0.00
. 0.00
13.13
0.00
0.04
0.00
2.73
0.00
60
2.02
13321
7.62
2.82
0.00
0.00
13.I9
0.00
0.04
0.00
2.78
0.00
70
1.23
12842
7.56
2.75
0.00
0.00
13.10
0.00
0.04
0.00
2.71
0.00
SU
0.74
11926
7.43
2.61
4.00
0.00
12.93
0.00
0.04
0,00
2.57
0.00
90
0.45
10803
7.26
2.42
4.00
0.00
12.71
0.00
0.04
0.00
2.38
0.00
100
0.27
9620
7.07
2.18
0.00
0.00
12.44
0.00
0.04
0.00
2.14
0.00
110
0.17
8475
6.87
1.89
0.00
0.00
12.16
0.00
0.04
0.00
1.86
0,00
120
0.10
7444
6.67
1.55
0.00
0.00
11.86
0.00
4.03
0.00
1.52
0.00
130
0.06
6571
6.48
1.21
0.00
0.00
11.59
0.00
0.03
1.18
0.00
4.00
140
0.04
3882
6.32
0.54
0.00
0.00
11.34
0.00
0.03
0.51
0.00
0,00
150
0,02
3579
6.24
0,30
0.00
0.00
11.22
0.00
0,03
0.27
0.00
0.00
160
0.01
3413
6.20
0.19
0,00
0.00
I1.15
0.00
0.03
0.16
0.00
0.00
l70
0.01
5309
6.17
0.13
0.00
0.00
11.11
0.00
0.03
0.10
0.00
0.00
l80
0.01
5239
6.15
0.09
0.00
0.U4
11.08
0.00
0.03
0.06
0.00
0.00
190
0.00
5188
6.14
0.07
0.04
0.00
11.06
0,00
0.03
6,04
0,00
0.00
200
0,00
5150
6.13
0,05
0.00
0.00
11.04
0.00
0.03
0.03
0.00
0,00
210
0.00
5119
6.12
0.04
0.00
0,00
11.03
4.00
0.03
0.02
0.00
0.00
220
0,00
5094
6.11
0.04
0.00
0.00
11.02
0.00
0.03
0.01
0.00
0.00
230
0.00
5073
6.11
0.03
4.00
0.00
11.01
0.00
0.03
0.00
0.00
0.00
240
0.00
5055
6.10
0.03
0.04
0.00
11.00
0.00
0.03
0.04
0.00
0.00
250
0.00
5038
6.10
0.03
0,00
0.00
11.00
0.00
0.03
0.00
4.00
0.00
260
0.00
5022
6.09
0.03
0.00
0.00
10.99
0.00
0.03
0.00
0.00
0.00
270
6.00
5006
6.09
0.03
0.00
0.00
10.98
0.00
0.03
0.00
0.00
0.00
280
0.00
4990
6.09
0.03
0.00
0.00
14.97
0.00
0.03
0.00
0,00
6,00
290
0.00
4974
6.08
0.03
0.00
0.00
10.97
0.00
0.03
0.00
0.00
0,00
300
0.00
4958
6.0$
0.03
4.00
0.00
10.96
0,00
0.03
0.00
0.00
0.00
310
0.00
4942
6.07
0.03
0.00
0,00
10.95
0.00
0.03
0.00
0.00
0.00
320
0.00
4926
6.47
0.03
0.00
0.00
1495
0.00
4.03
0.00
0.00
0.00
330
0.40
4910
6.06
0.03
0.00
0.00
10.94
0.00
0,03
0.00
0.00
0.00
340
0.00
4894
6.06
0.03
0.00
0.00
10.93
0.00
0.03
0.00
0.00
0.00
350
0.00
4878
6.05
0.03
4.04
DAO
10,92
0.00
0.03
0.00
0.00
0.00
360
0.00
4863
6.05
0.03
0.00
0.00
10.92
D.00
0.03
0.00
0,00
0.00
370
0.00
4847
6.04
0.03
0.00
0.40
1091
0.00
0.03
0.00
0.00
0.00

380
0.00
4831
6.04
0.03
0.00
0.00
10.90
0.00
0.03
0.00
0.00
0.00
390
0.00
4815
6.04
0.03
0.00
0.00
10.90
0.00
0.03
0.00
0.00
0.00
400
0.00
4800
6.03
0.03
0.00
0.00
10.99
0.00
0.03
0.00
0.00
0.00
410
0.00
4794
6.03
0.03
0.00
0.00
10.88
0.00
0.03
0.00
0.00
0.00
420
0.00
4768
6.02
0.03
0.00
0.00
10.87
0.00
0.03
0.00
0.00
0.00
430
0.00
4753
6.02
0.03
0.00
0.00
10.87
0.00
0.03
0.00
0.00
0.00
440
0.00
4737
6.01
0.03
0.00
0.00
10.86
0.00
0.03
0.00
0.00
0.00
450
0.00
4722
6.01
0.03
0.00
0.00
10.85
0.00
0.03
0.00
0.00
0.00
460
0.00
4706
6.00
0.03
0.00
0.00
10.84
0.00
0.03
0.00
0.00
0.00
470
0.00
4691
6.00
0.03
0.00
0.00
10.84
0.00
6.03
0.00
0.00
0.00
480
0.00
4675
6.00
0.03
0.00
0.00
10.83
0.00
0.03
0.00
0.00
0.00
490
0.00
4660
5.99
0.03
0.00
0.00
10.82
0.00
0.03
0.00
0.00
0.00
500
0.00
4645
5.99
0.03
0.00
0.00
10.82
0.00
0.03
0.00
0.00
0.00
510
0.00
4630
5.98
0.03
0.00
0.00
10.81
0.00
0.03
0.00
0.00
0.00
520
0.00
4614
5.98
0.03
0.00
0.00
10,80
0,00
0.03
0.00
0.00
0.00
530
0.00
4599
5.97
0.03
0.00
0.00
10.79
0.00
0.03
0.00
0.00
0.00
540
0.00
4584
5,97
0.03
0.00
0.00
10.79
0.00
0.03
0.00
0.00
0.00
550
0.00
4569
5.96
0.03
0.00
0.00
10.78
0.00
0.03
0.00
0.00
0.00
560
0.00
4554
5.96
0.03
0.00
0.00
10.77
0.00
0.03
0.00
0.00
0.00
570
0.00
4539
5.95
0.03
0.00
0.00
10.76
0.00
0.03
0.00
0.00
0.00
580
0.00
4524
5.95
0.02
0.00
0.00
10.76
0.00
0.02
0.00
0.00
0.00
590
0.00
4509
5.95
0.02
0.00
0.00
10.75
0.00
0,02
0.00
0.00
0.00
600
0.00
4494
5.94
0.02
0.00
0.00
10.74
0.00
0.02
0.00
0.00
0.00
610
0.00
4479
5.94
0.02
0.00
0.00
10.74
0.00
0.02
0.00
0.00
0.00
620
0.00
4464
5.93
0.02
0.00
0.00
10.73
0.00
0.02
0.00
0.00
0.00
630
0.00
4449
5.93
0.02
0.00
0.00
10.72
0.00
0.02
0.00
0.00
0.00
640
0.00
4434
5.92
0.02
0.00
0.00
10.71
0.00
0.02
0,00
0.00
0.00
650
0.00
4419
5.92
0.02
0.00
0.00
10.71
0.00
0.02
0.00
0.00
0.00
660
0.00
4405
5.91
0.02
0.00
0.00
10.70
0.00
0.02
0.00
0.00
0.00
670
0.00
4390
5.91
0.02
0.00
0.00
10.69
0.00
0.02
0.00
0.00
0.00
680
0.00
4375
5.90
0.02
0.00
0.00
10.68
0.00
0.02
0.00
0.00
0.00
690
0.00
4361
5.90
0.02
0.00
0.00
10.68
0.00
0.02
0.00
0.00
0.00
700
0.00
4346
5.90
0.02
0.00
0.00
10.67
0.00
0.02
0.00
0.00
0.00
710
0.00
4332
5.89
0.02
0.00
0.00
10.66
0.00
0.02
0.00
0.00
0.00

M .12
Hydrogra h:
Qp- 11.47 cfs
Tp= 30 min.
At= 3 min.
SINGLE -RESERVOIR ROUTING
PO D
1 " Orifice (NCDENR):
N=f�
1
D= 1 in.
Cd= 0.6
Invert= 5 ft.
Stage -Story e:
Ks-
1.90
b=
4.35985
Riserlbarrel:
Zo-
0
ft (invert)
# of Barrels
Riser Length
Initial Water level:
Riser Width
Z;' O ft.
Riser Cw-
Riser Cd=
Z --
Db=
Barrel Cd=.
Computed'resuhs:
Z (invert)='
Peak sta8e ..,... ; 7.90 .ft.........:..'.
Peak outflow- 8 Z ds
1
3
3
3.33
7.65 ft.
15 in
0.6
2 ft.
Weir 1 (Riser):
L= 1.5 ft.
H= 0.33 ft.
Zcr= 6.1
Cw= 3.33
Cd= 0.6
Weir 2 (Em710
illway):
L=
Zcr-
Cw-
(Emergency
1"Orifice Riser Riser Spillway
Time I Inflow I Storage I Stage I Outflow I Riser Riser I Barrel I Riser I Culvert I Weir 1 I Weir 1 I Weir 2
0
0
2119
5.00
0.00
0.00
0.00
9.09
0.00
0.00
0.00
0.00
0.00
3
0
2119
5.00
0.00
0.00
Mo
9.09
0.00
0.00
0.00
0.00
0.00
6
1
2170
5.03
0.00
0.00
0.00
9.14
0.00
0.00
0.00
0.00
0.00
9
2
2367
5.13
0.01
0.00
0.00
9.33
0.00
0.01
0.00
0.00
0.00
12
4
2791
5.33
0.01
0.00
0.00
9.70
0.00
0.01
0.00
0.00
0.00
15
6
3502
3.61
0.02
0.00
0.00
10.19
0.00
0.02
0.00
0.00
0.00
18
8
4530
5.95
0.03
0.00
0.00
10.76
0.00
0.03
0.00
0.00
0.00
21
9
5877
6.32
0.54
0.00
0,00
11.34
0.00
0.03
0.51
0.00
0.00
24
10
7419
6.66
1.54
0.00
0.00
11.86
0.00
0.03
0.00
1.51
0.00
27
11
9009
6.97
2.04
0.00
0.00
12.30
0.00
0.04
0.00
2.00
0.00
30
11
10657
7.24
2.39
0.00
0.00
12.68
0.00
0.04
0.00
2.36
0.00
33
11
12291
7.48
2.67
0.00
0.00
13.00
0.00
0.04
0.00
2.63
0.00
36
10
13924
7.69
3.18
8.39
0.29
13.27
0.29
0.04
0.00
2.84
0.00
39
9
15120
7.85
6.54
19.24
3.50
13.48
3.50
0.04
0,00
3.00
0.00
42
8
15596
7.90
9.18
21.80
3.09
13.55
5.09
0.04
0.00
3.05
0.00
45
7
15575
7.90
8.11
21.70
3.01
13.55
5.01
0.04
0.00
3.05
0.00
48
6
15390
7.88
7.45
20.74
4.38
13.52
4.38
0.04
0.00
3.03
0.00
51
5
15168
7.85
6.70
19.52
3.65
13.49
3.65
0.04
0.00
3.00
0.00
54
5
14945
7.83
5.98
18.19
2.96
13.45
2.96
0.04
0.00
2.98
0.00
57
4
14732
7.80
5.33
16.81
2.33
13.42
2.33
0.04
0.00
2.95
0.00
60
4
14531
7.78
4.76
15.38
1.79
13.39
1.79
0.04
0.00
2.93
0.00
63
3
14340
7.75
4.26
13.86
1.31
13.36
1.31
0.04
0.00
2.91
0,00
66
3
14158
7.73
3.83
12.23
0.90
13.33
0.90
0.04
0.00
2.88
0.00
69
3
13982
7.71
3.46
10.40
0.55
13.30
0.55
0.04
0.00
2.86
0.00
72
2
13810
7.69
3.15
8.19
0.27
13.27
0.27
0.04
0.00
2.84
0.00
75
2
13638
7.66
2.93
5.07
0.06
13.24
0.06
0.04
0.00
2.82
0.00
78
2
13459
7.64
2.84
0.00
0.00
13.21
0.00
0.04
0.00
2.80
0.00
81
1
13254
7.61
2.81
0.00
0.00
13.18
0.00
0.04
0.00
2.77
0.00
84
1
13016
7.58
2.78
0.00
0.00
13.13
0.00
0.04
0.00
2.74
0.00
87
1
12751
7.55
2.74
0.00
0.00
13.09
0.00
0.04
0.00
2.70
0.00
90
1
12463
7.51
2.70
0.00
0.00
13.04
0.00
0.04
0.00
2.66
0.00
93
1
12160
7.46
2.65
0.00
0.00
12.98
0.00
0.04
0.00
2.61
0.00
96
1
11842
7.42
2.60
0.00
0.00
12.92
0.00
0.04
0.00
2.56
0.00
99
1
11514
7.37
2.55
0.00
0.00
12.85
0.00
0.04
0.00
2.51
0.00
102
1
11179
7.32
2.49
0.00
0.00
12.79
0.00
0.04
0.00
2.45
0.00
105
1
10838
7.27
2.43
0.00
0.00
12.71
0.00
0.04
0.00
2.39
0.00
108
0
10496
7.22
2.36
0.00
0.00
12.64
0.00
0.04
0.00
2.33
0.00
111
0
10153
7.16
2.30
0.00
0.00
12.57
0.00
0,04
0.00
2.26
0.00

114
0
9813
7.11
2.22
0.00
0.00
12.49
0.00
0.04
0.00
2.19
0.00
117
0
9477
7.05
2.15
0.00
0.00
12.41
0.00
0.04
0.00
2.11
0.00
120
0
9146
6.99
2.07
0.00
0.00
12.33
0.00
0.04
0.00
2.03
0.00
123
0
8823
6.94
1.99
0.00
0.00
12.25
0.00
0.04
0.00
1.95
0.00
126
0
8509
6.88
1.90
0.00
0.00
12.17
0.00
0.04
0.00
1.87
0.00
129
0
8205
6.82
1.81
0.00
0.00
12.08
0.00
0.03
0.00
1.78
0.00
132
0
7912
6.76
1.72
0.00
0.00
12.00
0.00
0.03
0.00
1.68
0.00
135
0
7632
6.71
1.62
0.00
0.00
11.92
0.00
0.03
0.00
1.59
0.00
138
0
7366
6.65
1.52
0,00
0.00
11.84
0,00
0.03
0.00
1.49
0.00
141
0
7116
6.60
1.41
0.00
0.00
11.76
0.00
0.03
0.00
1.38
0.00
144
0
6881
6.55
1.54
0.00
0.00
11.69
0.00
0.03
1.51
0.00
0.00
147
0
6620
6.49
1.26
0.00
0.00
11.60
0.00
0.03
1.23
0.00
0.00
150
0
6409
6.44
1.04
0.00
0.00
11.53
0.00
0.03
1.01
0,00
0.00
153
0
6234
6.40
0.87
0.00
0.00
11.47
0.00
0.03
0.84
0.00
0.00
156
0
6090
637
0.73
0.00
0.00
11.42
0.00
0.03
0.70
0.00
0.00
159
0
5969
6.34
0.62
0.00
0.00
11.37
0.00
0.03
0.59
0.00
0.00
162
0
5867
6.32
0.53
0.00
0.00
1I.33
0.00
0.03
0.50
0.00
0.00
165
0
5779
6.29
0.46
0.00
0.00
11.30
0.00
0.03
0.43
0.00
0.00
168
0
5704
6.27
0.39
0.00
0.00
11.27
0.00
0.03
0.37
0.00
0.00
171
0
5640
6.26
0.34
0.00
0.00
11.25
0.00
0.03
0.32
0.00
0.00
174
0
5583
6.24
0.30
0.00
0.00
11.22
0,00
0.03
0.27
0.00
0.00
177
0
5533
6.23
0.27
0.00
0.00
11.20
0.00
0.03
0.24
0.00
0.00
180
0
5490
6.22
0.24
0.00
0.00
11.19
0.00
0.03
0.21
0.00
0.00
183
0
5451
6.21
0.21
0.00
0.00
11.17
0.00
0.03
0.18
0.00
0.00
186
0
5416
6.20
0.19
0.00
0.00
1I.16
0.00
0.03
0.16
0.00
0.00
189
0
5385
6.19
0.17
0.00
0.00
11.14
0.00
0.03
0.14
0.00
0.00
192
0
5357
6.19
0.15
0.00
0.00
11.13
0.00
0.03
0.12
0.00
0.00
195
0
5332
6.18
0.14
0.00
0.00
11.12
0,00
0.03
0.11
0.00
0.00
198
0
5309
6.17
0.13
0.00
0.00
11.11
0.00
0.03
0.10
0.00
0.00
201
0
5288
6.17
0.11
0.00
0.00
11.10
0.00
0.03
0.09
0.00
0.00
204
0
3269
6.16
0.10
0.00
0.00
11.09
0.00
0.03
0.08
0.00
0.00
207
0
5252
6.16
0.10
0.00
0.00
11.09
0.00
0.03
0.07
0.00
0.00
210
0
5236
6.15
0.09
0.00
0.00
11.08
0.00
0.03
0.06
0.00
0.00
213
0
5221
6.15
0.08
0.00
0.00
11.07
0.00
0.03
0.05
0.00
0.00

Waldnoor CVS
018042.12
Hydro gra h:
Qp= 11.47 cfs
Tp- 30 min.
At= 3 min.
Stage -Story e:
Ks= 1.90
b- 4.35985
Zn= 0 ft (invert)
Initial Water level:
7,- f-
SlNGLE•RESERV0IR �ROUTING��:
J01. !'OA'U
Computed results:
Peak stage-
::Rise- .:..3 3 ft..•':i`
Peak,au$iow- 6 9 d's':
I" Orifice (NCDENR):
N= 0
D- 0 in.
Cd= 0
Invert= 0 it.
Riser/barrel:
# of Barrels
0
Riser Length
0 ft.
Riser Width
0 ft
Riser Cw=
0
Riser Cd=
0
Zcr
0 ft.
Db=
0 in
Barrel Cd=
0
Z (invert)=
0 ft.
Weir 1 (Riser):
L= 0 ft.
H= 0 ft.
Zcr- 0
Cw= 0
Cd= 0
Weir 2 (Emergency S illway):
L= f0
Zcr- 7.9
Cw= 3.0
(Emergency
1" orifice Riser Riser Spillway)
Time Inflow I Storage Stage Outflow Riser Riser Barrel Riser Culvert Weir 1 Weir l Weir 2
(min) cfs (tt3) ft cfs oditc cfs wei cfs cfs Dischar a cfs weir cfs orifice cfs cfs
0 0 2119 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OR
3
0
2119
5.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6
1
2170
5.03
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
9
2
2367
5.13
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
12
4
2792
5.33
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
15
6
3506
5.61
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
18
8
4538
5.95
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
21
9
5889
6.32
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
24
10
7528
6.69
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
27
11
9396
7.04
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
30
11
11410
7.36
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
33
11
13474
7.64
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
36
10
15488
7.89
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
39
9
17356
8.10
2.67
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.67
42
8
18529
8.22
5.47
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.47
45
7
18995
8.27
6.72
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.72
48
6
19061
8.28
6.90
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.90
51
5
18939
8.26
6.56
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.56
54
5
18740
8.24
6.03
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.03
57
4
18518
9.22
5.45
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.45
60
4
18296
8,20
4.88
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4.89
63
3
18083
8.18
4.35
0,00
0.00
0.00
0.00
0.00
0.00
0.00
4.35
66
3
17885
8.16
3.87
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.87
69
3
17702
8.14
3.44
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.44
72
2
17533
8.12
3.06
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.06
75
2
17378
8.10
2.72
0.00
0.00
0,00
0.00
0.00
0.00
0.00
2.72
78
2
17236
8.09
2.42
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.42
81
1
17107
8.07
2.15
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.15
84
1
16988
8.06
1.91
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.91
87
1
16879
8.05
1.70
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.70
90
1
16779
8.04
1.52
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.52
93
1
16687
8.03
1.35
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.35
96
1
16603
8.02
1.21
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.21
99
1
16526
8.01
LOS
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.08
102
1
16455
8.00
0.96
0.00
0.00
0.00
U0
0.00
0.00
0.00
0.96
105
l
16390
7.99
0.86
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.86
108
0
16330
7.99
0.77
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.77
ill
0
16275
7.98
0.69
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.69

114
0
16224
7,97
0.62
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.62
117
0
16177
7.97
0.55
0,00
0,00
0,00
0.00
0.00
0.00
0.00
0.55
120
0
16134
7.96
0.50
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.50
123
0
16094
7.96
0.44
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.44
126
0
16059
7.96
0.40
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,40
129
0
16024
7.95
0,36
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,36
132
0
15993
7,95
0.32
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.32
135
0
15964
7.95
0.29
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.29
138
0
15937
7.94
0.26
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.26
141
0
15913
7.94
0.24
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.24
144
0
15890
7.94
0.21
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.21
147
0
15869
7.93
0.19
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.19
150
0
15850
7.93
0.17
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,17
153
0
15832
7.93
0.16
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.16
156
0
15815
7.93
0.14
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.14
159
0
15799
7.93
0.13
0.00
0.00
0.00
0.00
0,00
0,00
0.00
0.13
162
0
15785
7.92
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.12
165
0
15772
7.92
0.11
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.11
168
0
15759
7.92
0.10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
171
0
15748
7.92
0.09
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.09
174
0
15737
7.92
0.08
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.08
177
0
15727
7.92
0.07
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.07
180
0
15718
7.92
0.07
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.07
183
0
15710
7.92
0.06
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.06
186
0
15702
7.92
0.06
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.06
189
0
15694
7.91
0.05
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.05
192
0
13687
7.91
0.05
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.05
195
0
15681
7.91
0.04
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.04
198
0
15675
7.91
0.04
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.04
201
0
15669
7.91
0.04
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.04
204
0
15664
7.91
0.03
0,00
0.00
0.00
0.00
0.00
0,00
0.00
0.03
207
0
15659
7.91
0.03
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.03
210
0
15654
7.91
0.03
0,00
0.00
0.00
0,00
0.00
0.00
0,00
0.03
213
0
15650
7,91
0.03
0,00
0.00
0.00
0.00
0.00
0.00
0,00
0.03

❑�� KimieyHorn
and Associates, Inc. Sheet No. 1 of
Job k1ALTMoOP— CVS Subject Job No. of ?ri2.12
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