SW8971034_COMPLIANCE_20110125

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW(YJ'L 7I(/'J'i
DOC TYPE El CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE-
WWMMDD

Permit: SW8971034
Inspection Date: 01/25/2011
Owner - Project: C & D Partnership LLC
Inspection Type: Compliance Evaluation
Inspection Summary:
Observations of this file review:
1. A copy of the recorded deed restrictions were not found in the file.
Reason for Visit: Routine
To bring this system into compliance, the following must be completed:
1. Submit a copy of amended deed restrictions recorded with the County Register.
2. Coordinate submittal of offsite state stormwater permit applications by all property owners within the Morehead
Professional Park project.
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: A copy of recorded deed restrictions is not in the file.
Yes No NA NE
■ ❑ ❑ ❑
■❑❑❑
■ ❑ ❑ ❑
❑ ■ ❑ ❑
Page: 2

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Compliance Inspection Report
Permit: SW8971034 Effective: 09/11/03 Expiration: 09/11/13
County: Carteret
Region: Wilmington
Contact Person: Sunnie Gail Ballou Title: President
Owner: C & D Partnership LLC
Project: Morehead Professional Park
Penny Lane John Platt Dr
Morehead City NC 28557
Phone: [phone]
Directions to Project:
from the intersection of NC Hwy 24 & US Hwy 101, take the Bridges Street Ext. Approx. 3.0 miles to the stop light, @ Penny Lane, take
a left on Penny Land and Go approx. 112 mile to project site.
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 2 - (Calico Creek) (03-05-03) ( SC;HQW)
3 - (Calico Creek) (03-05-03 } ( SC;HQW)
4 - (Calico Creek) (03-05-03) ( SC;HQW)
On -Site Representative(s):
Related Permits:
Inspection Date: 08/3112009 Entry Time: 12:30 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:
State Stormwater
(See attachment summary)
Exit Time: 01:45 PM
Phone: [phone]
Ext.7317
Inspection Type: Stormwater
Page: 1

Permit: SW8971034 Owner - Project: C & D Partnership LLC
Inspection Date: 08/31/2009 Inspection Type: Stormwater Reason for Vlslt: Follow-up
Inspection Summary:
After receipt of a Plan of Action from the agent of the Permittee on June 23, 2009, the requested timeframe of 60 days
was allowed to conduct the maintenance items and submit verification of BUA on lots & offsite permit applications.
As of this inspection date, 69 days since receipt of the Plan of Action, DWQ has received an engineer's certification.
However, DWQ has not received any offiste permit applications or BUA verifications for the built upon lots and the
following deficiencies were observed:
1. Pond No. 4 lacks rip rap at the inlet.
2. The slope failure at Pond No. 4 near the outlet has continued to erode.
3. No evidence was observed that vegetative maintenance has occurred on Pond Nos. 2, 3, or 4.
4. The swale behind Lots 8 & 9 was not observed.
Additionally, recorded deed restrictions were not found in the DWQ file.
Page: 2

Permit: SW8971034
Inspection Date: 08/31/2009
Owner - Project: C & D Partnership LLC
Inspection Type: Stormwater
Reason for Visit: Follow-up
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: Deed restrictions were requested on June 23, 2005. There is no record of
recorded deed rest rictionslcovenants in the file.
Built Upon Area
Is the site BUA constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Yes No NA NE
■ ❑ ❑ ❑
■❑❑❑
■ ❑ ❑ ❑
❑ ■ ❑ ❑
Yes No NA NE
❑ ❑ ■ ❑
❑ ❑ ■ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? 110011
Comment: Two lots have been built upon from the original Madisen Park version of
this permit in 1997. Three lots have been built upon as the modified permit, Morehead
Professional Park.
cur Yes No NA NE
Are the SW measures constructed as per the approved plans? ❑ ■ ❑ Cl
Are the inlets located per the approved plans? ■ ❑ ❑ ❑
Are the outlet structures located per the approved plans? ■ ❑ ❑ ❑
Comment: Pond No. 4 lacks riprap at the inlet, and the slope failure near the outlet
has eroded more since the previous inspection. The swale at the rear of Lots 8 & 9 was
not observed.
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ ■ ❑ ❑
Are the SW SMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■
upon request?
Comment: The orifice(s) at Pond No. 3 and 4 may be clogged with aquatic vegetation.
Grass appeared to be scalped on the slopes of Pond No. 4. Access to the inlet on Pond
No. 3 was not cleared from brushed and trees; and access to either the inlet or outlet
was not readily available at Pond No. 2.
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? ❑ ■ ❑ ❑
Comment: Submittal of verification of BUA for each of the built upon lots has not been
received by DWQ or applications for offsite stormwater permits.
Page: 3

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
May 22, 2009
Mr. Richard Cass Flowers
C&D Partnership, LLC
209 N. 35" St.
Morehead City, NC 28557
Division of Water Quality
Coleen H. Sullins
Director
NOTICE OF, INSPECTION
Morehead Professional Park
Stormwater Project No. SW8 971034
Carteret County
Dear Mr. Flowers:
Dee Freeman
Secretary
Please find attached a copy of the completed form entitled "Stormwater Compliance Inspection
Report". The report summarizes the findings of a recent inspection of the project's stormwater
controls conducted on May 14, 2009 to determine compliance with Stormwater Permit Number
SW8 971034 issued on September 11, 2003.
As dicated in the attached inspection report the following deficiencies must be resolved:
�1. Submit an engineer's certification of the stormwater system
✓2. Install rip rap in the inlet of Pond#4
V3. Repair the slope near the outlet at Pond#4
_Z4. Install the Swale behind lots 8&9 according to the approved plan
,/5. Perform operation and maintenance items to assure optimum efficiency of the
stormwater system — see O&M questions for specifics
6. Provide verification of all lots needing offsite permits have been obtained.
Please inform this Office in writing before June 22, 2009, of the specific actions that will be
undertaken and the time frame that will be required to correct the deficiencies. Failure to provide
the requested information, when required, may initiate enforcement action including the
assessment of civil penalties of up to $10,000 per day. If a written plan of action is not
submitted to this office by June 22, 2009 then DWQ staff will re -inspect the site and issue a
Notice of Violation if the listed deficiencies have not been addressed.
Please be reminded that if any ownership or name change has occurred it is the permittee's
responsibility to notify this office in writing. If you have any questions please contact me at the
Wilmington Regional Office, telephone number [phone].
Sincerely,
Angela Hammers
Environmental Specialist
GDSlakh: S:1WQS1StormWater\INSPECT1971034.may09
cc: Ron Cullipher, PE, (Stroud Engineering)
WiRO; Central Files; Angela Hammers
/ Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Caroiina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1-877--623.6748 N orth C aro t i n a
Internet: www.ncwaterqualityorg
awally
An Equal Opportunity 1 AHirmalive Action Employer

Compliance Inspection Report
Permit: SW8971034 Effective: 09/11/03 Expiration: 09/11/13 Owner: C & D Partnership LLC
Project: Morehead Professional Park
County: Carteret Penny Lane John Platt Dr
Region: Wilmington
Morehead City NC 28557
Contact Person: Sunnie Gail Ballou Title: President Phone: [phone]
Directions to Project:
from the intersection of NC Hwy 24 & US Hwy 101, take the Bridges Street Ext. Approx. 3.0 miles to the stop light, @ Penny Lane, take
a left on Penny Land and Go approx. 112 mile to project site.
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 2 - (Calico Creek) (03-05-03 ) (SC;HQW)
3 - (Calico Creek) (03-05-03 ) ( SC;HQW)
4 - (Calico Creek) (03-05-03 ) ( SC: HOW)
On -Site Representative(s):
Related Permits:
Inspection Date: 05/1412009 Entry Time: 12:00 PM
Primary Inspector: Angela K Hammers
Secondary Inspector(s):
Reason for Inspection: Complaint
Permit Inspection Type: State Stormwater
Facility Status: 0 Compliant ■ Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Exit Time: 12:45 PM
Phone: [phone]
Ext.7 317
Inspection Type: Stormwater
Page: 1

to
Permit: SW8971034 Owner - Project: C & D Partnership LLC
Inspection Date: 05/14/2009 Inspection Type: Stormwater
Reason for Visit: Complaint
Inspection Summary:
To bring this permit into compliance with State Stormwater Permit conditions, please address the following:
1. Submit an engineer's certificate for the stormwater system
2. Install rip rap per the approved plans at the inlet of Pond #4; Repair, re -grade, and re -vegetate the slope near
the outlet at Pond #4; Install the swale at the rear of Lots 8 & 9 as shown on the approved plan.
3. Provide the operation and maintenance necessary to assure that all components of the permitted stormwater
system function at optimum efficiency. See notes on Operation and Maintenance question section for specific actions
required.
4. Provide verification that the condition requiring all lots not owned by the Permittee to submit an
system permit application has been met.
Please contact Angel Hammers with any questions at 910-796-7215.
offsite stormwater
Page: 2

Permit: SW8971034 Owner - Project: C & D Partnership LLC
Inspection Date: 05/14/2009 Inspection Type: Slormwater Reason for Visit: Complaint
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: A enfineer's certification of the stormwater system is not in the file.
Built Upon Area
Yes
No
NA NE
Is the site BUA constructed as per the permit and approval plans?
❑
❑
❑ ■
Is the drainage area as per the permit and approved plans?
❑
Cl
.❑ ■
Is the BUA (as permitted) graded such that the runoff drains to the system?
❑
❑
❑ i■
Comment: All 16 lots have not been built out at time of inspection.
SW Measures
Yes
No
NA NE
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: The inlet at Pond #4 lacks the 1.5' deep rip rap installed along the bank at
a 3:1 slope. A slope failure was observed near the outlet at Pond #4. The Swale at the
rear of Lots 8 & 9 was not observed.
)peration 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: The orifice(s) at Pond #3 and Pond #4 may be clogged by aquatic
vegetation, Grass appeared to be scalped on the Pond #4 slopes, Access to the inlet on
Pond #3 was not clear from bushes and trees; and access.to either the inlet or outlet
was available at Pond #2.
Other Permit Conditions
Yes No NA NE
Is the site compliant with other conditions of the permit? ❑ ❑ ❑ ❑
Comment: Permit condition 10. h. under Schedule of Compliance states that each lot
within the subdivision whose ownership is not retained by the Permittee, must submita
separate Offsite Stormwater Management Permit application.package to DWQ and
receive a permit prior to construction. Please provide verification that this condition has
been met.
Other WQ Issues
Is the site compliant with other water quality issues as noted during the inspection?
Yes No NA NE
Page: 3

Permit: SW8971034 Owner • Project: C & D Partnership LLC
Inspection Date: 05/1412009 Inspection Type: Stormwater Reason for Visit: Comp4nt
Comment:
Page:4

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STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
Joe —f) _LtAk--r
SHEET NO, 7
CALCULATED By XL
CHECKED BY
SCALE
OF
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Appendices
NEW YORK DOT DISSWATOR METHOD
FOR USE IN DEFINED CHANNELS
(Source: 'Bank and channel lining procedures", New York Department
or Transportation,' -Division of Design and Construction, 1971.)
Note: To use the following chart you must know:
(1) Q full capacity
(2) Q j o
(3) V full.
(4) Vto
where Q = discharge in cf's and V = Velocity in FPS.
ESTIMATION OF STONE SIZE AND DIMENSIONS FOR
CULVERT APRONS
Step 1) Compute flow velocity V. at culvert or paved channel outlet.,
Step 2) For pipe culverts Do is diameter.
For pipe arch, arch and box culverts, and'palicd channel outlets,
Do=Ao, where A.= cross -sectional area of flow at outlet.
For multiple culverts, use Do=1.25xDo of single culvert.
Step 3) For apron grades of 10% or steeper, use recommendations
For next higher zone. (Zones 1 through 6).
25
20 -
5-
elm
1�
rr��rrr
oa
�A
ra�rrm'r=rr
Qm�nudroodraan
u�a�rr�sm
f17I®oA/m1nrR
1uKar
19111EM
rr5atrrr.darrr��
me�rrrannrrroA.�rnhntrraur►
���Qi
��rr�rm©sit.
i�wr��rararrrrmsrm
mtwiuto
Jam11--
rtiraorrunvar�ts�rnon�r�
�®n�r�ipm
►7t�2�'Y101a[1u�►710�
on+�••uiram�ria��rdor�=mrrrrm
roneam
•rtwaeo�r
.rm
Qa�r�oav
zm
ouQO rrrr
�m ���m
�rt+urrar
Qrmglpmrr�
rrr
wnQoairrorr��r�rintawrsrwo
�o�amrrarrrr,rrr
nr�ir m
�rri
m----a
nrnorMENNwirsaa�rrrr�um.�mr
err
rrrrarrrm�rrrsimoirr,.nm���®.
swrINrrnra
rr
ffs-Own I
u r�aDun=
0 N -
0'
Figure 8.05.b.1
I I i i
10, IT 20' 25'
DIAMETER (Fl.)
Rev. IV)3 8.46.5

0. 0
B
P ��IA1
A � N K
PApT11CT CULVERT
L1
to PREYEM SCOUR
MOLE USE LY ALWAYS
l3
1
STONE FILLING (FINE),;,:' 6L. A•
3 x Do
4 x Do
2
STONE FILLING (LIGHT) CL. B
3 x Do
6 x Do
3
STONE'FILLING (I+itbli M)"CL. 1•
4 x Do
8 x Do
4
STONE FILLING (HEAVY)'' CL. 1'
4 x Do
8 x Do
5
STONE FILLING (HEAVY) CL. 2
90 x Do
10 x Do
6
STONE FILLING (HEAVY)CL. 2
6 x Do
10 x Do
7 SPECIAL STUDY REQUIRED (ENERGY D1SSiPATORS, STILLING
BASIN OR LARGER SIZE STONE).
•
Fig. 8.06.b.2
Width = 3 times pijie dis. (min.)
DETERMINATION OF STONE SIXES FOR DUMPED STONE
CHANNEL LKNCS AND REVETMENTS
Step 1) Use'figare 8.06.bSto determine maximum stone size (e.g. for 12
Fps=20" or 550 lbs.
Step 2). Use: figure 8.06.b.4 to'determine acceptable size range for stone
(for 12 FPS. it is 125-SOO lbs. for 759'0 of stone, and the maximum �' :•.
and minimum range in weight should be 25-500lbs.)
Note: In determining channel velocities for stone finings and revetment, use
the foilovring coefiicients'of roughness:
Diameter •Mannin's Mn. thickness
"n'_ of fining (inches)
Fine 3 0.031 9 12
Light . 6 0.035 12 18
Medium . 13 0.040 18 24
Heavy . : - 23 0.09 30 36
(Chnnnsls) (DisslpA[OR)
8.06.6 Rev. 12A3

% STROUD'ENGINEERING, P.A
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY; NC 28557
[phone]
pff"ICT 2% I (Simlk S"Il) 7M.1 T'04'4)
JOB CA
✓���v-} 3,em r VVti Le- 1. Vlh h�/Y' zi
�-"
SHEET NO, v' . ,.f.. OF� � 3 _.
CALCULAT B � �iP DATE e
r -�4Lozq
CHECKED DATE
crer r

F-mmm
T6 �-(a
......... .. ....... ....... ..........
Qj�
..... ........
6/0 1 �'�-C�u^1
m

PIIMXICI Mi I i4ngM. Sb-NI "" I ??,I I'm

P. lit No.�
(to be provided by DWQ)
State of Noah Carolina
Department of Environment and Natural Resources
Division of'Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM'
WET DETENTION. BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stor m_v,ater Management Plan Review;
A complete stormwater management plan submittal. includes an application form, a wet detention basin
supplement for each basin, design calculations, and: plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Madisen Parke
Contact Person: Sunnie G. Ballou Phone Number: ( 252 ) 726-6811
For projects with multiple basins, specify which basin this worksheet applies to: 2
elevations
Basin Bottom Elevation ft.. '(floor of the. basin) .
Permanent Pool Elevation 10.20 ft. (elevation of the orifice)
Temporary Pool Elevation 11.71 ft. '(elevation of the dischargestructure overflow).
areas
Permanent Pool Surface Area 16746 sq. ft. '(water surface area at the orifice elevation)
Drainage Area 12.25 ac. (on -site and off -site drainage to the basin)
Impervious Area (design) 7.35 ac. (on -site and off -site drainage to the basin).. ,
volumes
17002 16 J (c.
Permanent Pool Volume 575 cu. ft. ombined volume of main basin and forebay
Temporary Pool Volume 28624 cu. ft. (volume detained above the permanent pool)
Foreba Volume 15109 co.ft. a roximatel 20% of total volume
Outerparametep?-- 1017,9193
SA/DA1 2.9 .(surface area to drainage area ratio from DWQ table)
Diameter of Orifice 2 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1 in.
Design TSS Removal 2 90 —To. (minimum 85%,required) .
Fomi SWU-102 Rev 3.99 Page t of 4

Footnotes: lµ
1 When using the Division SA/DA tables, the correct SA/DA ra66 for permanent pool sizing should be computed based upon the
.actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filie>; may be waived if the wet detention basin is designed to provide
90% TSS removal.. The NCDENR BMP manual provides design tables for both 8517o TSS removal and 90% TSS removal.
Il. REQUIRED ITEMS CHECKLIST :. .
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural' Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management .Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and: 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal"to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f:. The basin length to width ratio is, greater than 3:1...... _
,g,. The basin side slopes above the permanent pool are no steeper than 3:1.
_ - +nAAsubmerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
"Ii Wgetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way. .
1. If the basin is used for sediment and erosion control during. construction, clean out of the
+�AR
'�n�,isspecified prior to use as a wet detention basin.mechanism is specified which will drain the basin for maintenance or an emergency.
rnv5� r5r Pum��
III. WE, DETENTION. BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does" �0 doe's note iiicorp.orate a'vegetated filter at the ottict:
This system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 399 Pagc 2 of 4

F :it No. 5(j � Q1(()34-
(to be provided by DWQ) .
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION. BASIN SUPPLEMENT"
This farm may be photoco ied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater� management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and, plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Madisen Parke
Contact Person: Sunnie G. Ballou Phone Number: (252 ) 726-6811 T
For projects with multiple basins, specify which basirl-this worksheet applies to: 3
elevations
Basin Bottom Elevation..:.:.. 4.55 ft.. ::.";(floor of the basin) .
Permanent Pool Elevation 9.55 ft. (elevation of the orifice.) -
Temporary Pool Elevation 10.63 ft. (elevation -of the discharge structure overflow)_
areas
Permanent Pool Surface Area 7054 sq. ft.
Drainage Area _2.23 ac.
Impervious Area (design) 2: 12 ac.
volumes
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin).
2310S' 6 j-8—s-Ia
Permanent Pool Volume 8 6 6 cu. ft. combined volume of main basin and forebay)
Temporary Pool Volume 8792 cu. ft. :(volume detained above the permanent pool)
1~orebay Volume LA1cSb .21� cu. ft. "(approximately 20% of total volume)
Other parameters I �e �C-9
SAIDAI 6.9 (surface area to drainage area ratio from DWQ table)
Diameter of Orif ice "1: 5 in. ' ` (2 to 5 day teinpora' k pool _drain -down required)
Design Rainfall _ 1 in.
Design TSS Removal 2 90 . %a.. ,• .(minimum $5174 required).
Form SWU-102 Rev 3.99 Page ] of 4

Footnotes:
t When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 in the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST.
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural' Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a .requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
ildZ d. The temporary pool draws down in 2 to 5 days.
e. 'If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).:. ;:.... -
f.,'The basin length to width ratio is.�greater than 3:1.
g. ?'�sndmerged
easin side slopes above the permanent pool are no steeper than 3:1.
�"r Wf. and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack'or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
IL E-K 1. If the basin is used for sediment and erosion control during construction, clean out of the
8 basin is specified prior to use as a..wet detention basin.
. E[ i mm chasis specified which wt1I drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND'MAINTENANCE-AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does' -0 does'not incorporate a vegetated filter at the outlet.::'
This system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
Form S W U-102 Rev 3.99 Page 2 of 4

,! f
No. JW3 g1054
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION. BASIN SUPPLEMENT
This form may.be photocopied for use as an original
DWQ Stormwater Management Plan Review:'
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and r plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Madisen Parise
Contact Person: Phone Number: 252 726-6811
For projects with multiple basins, specify which basin this worksheet applies to: 4
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
7,50 ft. .'(floor of the basin)
12.50,. ft. (elevation of the orifice) .
13,54. ft; (elevation of the -discharge structure overflow)
areas
Permanent Pool Surface Area 6020 sq. ft.
Drainage Area 2.22 ac. "
Impervious Area (design) 1.89 ac.
(water surface area at the orifice elevation) _
(on -site and off -site drainage to the basin) .
(on -site and off -site drainage to the basin),
volumes
Permanent Pool Volume 81 cu. ft. (combined volume of mart basin and forebay)
Temporary Pool Volume 7300 cu. ft. (volume detained above the permanent pool)
Forebay Volume Li 2O I cu. ft. (approximately 20% of total volume) .
Other parameters 1 z, jJ 59
SA/DA1 6.1 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice: 1.5 in. -(2 to 5 day temporary pool 'draw -down required)
Design Rainfall 1 in.
Design TSS Removal 2 90. %. (minimum 85% required)
Form S W U-102 Rev 399
Page 1 of 4

Footnotes:
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90°!o TSS removal, The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following- design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Ap'Rlicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
_ 2, _ d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
t�IA f. The basin length to width ratio is. -greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
fUGsGbZm gel and vegetated perimeter shelf with a slope of 6:I or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
J. k. A recorded drainage easement is provided for each basin including access to nearest right-
{� of -way.
1. If the basin. is used for sediment and erosion control during construction, clean out of the
g[ basin is specified prior to use as a wet detention basin.
m.,Pkrmchanisnm is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system {check one) 0 does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
Form SW U-102 Rev 3.99 Page 2 of 4

PRODK1204�I ISMpk Shenf}2p5 t pamd)

Pg6GUCT ?D4-1(Single SPeeh) M,I (PgdtdI,

JOB
STROUD ENGINEERING, P.A. SHEET NO.
Hettron Plaza Two
151 A Hwy. 24 CALCULATED BY
MOREHEAD CITY, NC 28557 CHECKED BY—
[phone]
SCALE
LPG
5 1 f
W,
0
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PWM72641(5qkSws)205-i(Pa1de0),

JOB
STROUD ENGINEERING, P.A. SHEET NO._a y'OF ytv, a
Hestron Plaza Two
151 A H24 CALCULAT BY DATE `01't 4.�
MOREHEAD CITY,,
, NC 28557 N
[phone] CHECKED Y DAZZ % ,
SCALE
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PNppUCI 201 1 t5inylr SliealsV 7O5 1 1h.. ,

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
BoaG�.I
SHEET NO. � OF
e:' o
CALCULATED Y ��� �� •'
•0 S
CHECKS OAi
SAL
I'4Pi 11 Ir I;rI iinu�6-\lug.{I"V,1 1.

Boa
f STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
SHEET NO. _ � OF
CALCULATED By DATE
CHECK D jls pmr
SCALE
CAR
PAOUT.f TU7 I i5'e,ilr Shms ;051 n,!1qP

A(et
MADISEN PARKE
WET -DETENTION POND NO. 1- REVISED 6/8/99
Outlet Control Device
Cd=
0.72
PipeDiameter(ft.)=
0.16667
Pipe X-sect. Area(ft^2)=
0.021806
Storage Volume(cf)=
18412
Time increment(min.)=
30
Storage Height(ft)=
1.1
Increment Sum
min. min.
2" PVC ORIFICE
Time Height Volume Flow
sec. ft. cf cfs
Vout Vnew
cf cf
30
30
0.5
1.100
18412.000
0.132
0.000
18412.000
30
60
1.0
1.100
18412.000
0.132
237.864
18174.136
30
90
1.5
1.086
18174.136
0.131
237.864
17936.272
30
120
2.0
1.072
17936.272
0.130
236.323
17699.949
30
150
2.5
1.057
17699.949
0.130
234.771
17465.178
30
180
3.0
1.043
17465.178
0.129
233,219
17231.959
30
210
3.5
1.030
17231.959
0.128
231.667
17000.292
30
240
4.0
1.016
17000.292
0.127
230.115
16770.176
30
270
4.5
1.002
16770.176
0.126
228.563
16541.613
30
300
5.0
0.988
16541.613
0.125
227.011
16314.602
30
330
5.5
0.975
16314.602
0.124
225.459
16089.143
30
360
6.0
0.961
16089.143
0.124
223.906
15865.237
30
390
6.5
0.948
15865.237
0.123
222,354
15642.883
30
420
7.0
0.935
15642.883
0.122
220.801
15422.082
30
450
7.5
0.921
15422.082
0.121
219.249
15202.833
30
480
8.0
0.908
15202.833
0.120
217.696
14985.137
30
510
8.5
0.895
14985.137
0.119
216.143
14768.995
30
540
9.0
0.882
14768.995
0.118
214.590
14554.405
30
570
9.5
0.870 '-
14554.405
0.117
213,036
14341.369
30
600
10.0
0.857.
14341.369
0.117
211.483
14129.886
30
630
10.5
0.844
14129.886
0.116
209.930
13919.956
30
660
11.0
0.832
13919.956
0.115
208.376
13711.580
30
690
11.5
0.819
13711.580
0.114
206.822
13504.758
30
720
12.0
0.807
13504,758
0.113
205.268
13299.489
30
750
12.5
0.795.
13299.489
0.112
203.714
13095.775
30
780
13.0
0.782
13095.775
0.111
202.160
12893.615
30
810
13.5
0.770
12893,615
0.111
200.606
12693.009
30
840
14.0
0.758
12693.009
0.110
199.052
12493.957
30
870
14.5
0.746
12493.957
0.109
197.497
12296.460
30
900
15.0
0.735
12296.460
0.108
195,942
12100.518
30
930
15.5
0.723
12100.518
0.107
194.388
11906.130
30
960
16.0
0.711
11906.130
0.106
192.833
11713.298
30
990
16.5
0.700
11713.298
0.105
191.277
11522.020
30
1020
17.0
0.688
11522.020
0.105
189.722
11332.298
30
1050
17.5
0.677
11332.298
0.104
188.167
11144,132
30
1080
18.0
0.666 _
11144.132
0.103
186.611
10957.520
30
1110
18.5
0.655 .
10957.520
0.102
185.055
10772.465
30
1140
19.0
0.644
10772.465
0.101
183.499
10588.966
30
1170
19.5
0.633
10588.966
0.100
181.943
10407.023
30
1200
20.0
0.622 '
10407.023
0.099
180.387
10226.636
30
1230
20.5
0.611
10226.636
0.098
178.830
10047.805
30
1260
21.0
0.600
10047.805
0.098
177.274
9870.531
30
1290
21.5
0.590
9870.531
0.097
175.717
9694.814.
30
1320
22.0
0.579
9694.814
0.096
174.160
9520.654

--)n Pe 7-- 0
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
1350
22.5
0.569
9520.654
0.095
172.603
9348.051
1380
23.0
0.558
9348.051
0.094
171.046
9177.006
1410
23.5
0.548
9177.006
0.093
169.488
9007.518
1440
24.0
0.538
9007.518
0.092
167.930
8839.588
1470
24.5
0.528.
8839,588
0.092
166.372
8673.215
1500
25.0
0.518
8673.215
0.091
164.814
8508.401
1530
25.5
0.508
8508.401
0.090
163.256
8345.146
1560
26.0
0.499
8345.146
0.089
161.697
8183.448
1590
26.5
0.489
8183.448
0.088
160.138
8023.310
1620
27.0
0.479 -
8023,310
0.087
158.579
7864.731
1650
27.5
0.470
7864.731
0.086
157.020
7707.711
1680
28.0
0.460
7707.711
0.086
155.461
7552.250
1710
28.5
0.451
7552.250
0.085
153.901
7398.349
1740
29.0
0.442
7398.349
0.084
152.341
7246.008
1770
29.5
0.433
7246.008
0.083
150.781
7095.228
1800
30.0
0.424.
7095.228
0.082
.149.220
6946.008
1830
30.5
0.415
6946.008
0.081
147.660
6798.348
1860
31.0
0.406
6798.348
0.080
146.099
6652.249
1890
31.5
0.397.
6652.249
0.079
144.537
6507.712
1920
32.0
0.389
6507.712
0.079
142.976
6364.736
1950
32.5
0.380
6364.736
0.078
141.414
6223.322
1980
33.0
0.372
6223.322
0.077
139,852
6083.470
2010
33.5
0.363
6083.470
0.076
138.290
5945.181
2040
34.0
0.355
5945.181
0.075
136.727
5808.454
2070
34.5
0.347
5808.454
0.074
135.164
5673.290
2100
35.0
0.339
5673.290
0.073
133.601
5539.689
2130
35.5
0.331
5539.689
0.072
132.037
5407,652
2160
36.0
0.323
5407,652
0.072
130.473
5277.179
2190
36.5
0.315
5277.179
0.071
128.909
5148.270
2220
37.0
0.308
5148.270
0.070
127.344
5020.926
2250
37.5
0.300
5020.926
0.069
125.779
4895.147
2280
38.0
0.292
4895.147
0.068
124.214
4770.933
2310
38.5
0.285
4770,933
0.067
122,648
4648.285
2340
39.0
0.278
4648.285
0.066
121.082
4527.203
2370
39.5
0.270
4527.203
0.066
119.516
4407.687
2400
40.0
0.263
4407,687
0.065
117.949
4289.738
2430
40.5
0.256
4289.738
0.064
116.381
4173.357
2460
41.0
0.249
4173.357
0.063
114.814
4058.543
2490
41.5
0.242
4058.543
0.062
113.246
3945.298
2520
42.0
0.236
3945.298
0.061
111.677
3833.621
2550
42.5
0.229
3833.621
0.060
110.108
3723.513
2580
43.0
0.222
3723.513
0.059
108,538
3614.975
2610
43.5
0.216
3614.975
0.059
106,968
3508.006
2640
44.0
0.210
3508.006
0.058
105.398
3402.609
2670
44.5
0.203
3402.609
0.057
103.827
3298.782
2700
45.0
0.197
3298.782
0.056
102.255
3196.527
2730
45.5
0.191
3196.527
0.055
100.683
3095.844
2760
46.0
0.185
3095.844
0.054
99.110
2996.734
2790
46.5
0.179
2996.734
0.053
97.537
2899.198
2820
47.0
0.173
2899.198
0.052
95.963
2803.235
2850
47.5
0.167
2803.235
0.052
94.388
2708.847
2880
48.0
0.162
2708.847
0.051
92.813
2616.034
2910
48.5
0.156
2616.034
0.050
91.237
2524.797
2940
49.0
0.151
2524.797
0.049
89.660
2435.137
2970
49.5
0.145
2435.137
0.048
88.083
2347,054
3000
50.0
0.140
2347.054
0.047
86.505
2260.549
3030
50.5
0.135 -
2260.549
0.046
84.926
2175.623
3060
51.0
0.130 -
2175,623
0.045
83.346
2092,277
3090
51.5
0.125
2092.277
0.045
81.766
2010.512
3120
52.0
0.120
2010.512
0.044
80.184
1930.328
3150
52.5
0.115
1930.328
0.043
78.602
1851.726
3180
53.0
0.111
1851.726
0.042
77.018
1774.708

30
3210
53.5
0.106
1774.708
0.041
75.434
1699.274
30
3240
54.0
0.102
1699.274
0.040
73.849
1625.425
30
3270
54.5
0.097
1625.425
0.039
72.262
1553.163
30
3300
55.0
0.093
1553.163
0.038
70.674
1482.489
30
3330
55.5
0.089
1482.489
0.037
69.085
1413.403
30
3360
56.0
0.084
1413.403
0.037
67.495
1345.908
30
3390
56.5
0.080
1345.908
0.036
65.904
1280.004
30
3420
57.0
0.076
1280.004
0.035
64.311
1215.693
30
3450
57.5
0.073
1215.693
0.034
62.717
1152.976
30
3480
58.0
0.069
1152.976
0.033
61.121
1091,855
30
3510
58.5
0.065
1091.855
0.032
59.524
1032.332
30
3540
59.0
0.062
1032.332
0.031
57.924
974,407
30
3570
59.5
0.058
974.407
0.030
56.323
918.084
30
3600
60.0
0.055
918.084
0.030
54.720
863.364
30
3630
60.5
0.052
863.364
0.029
53.115
810,249
30
3660
61.0
0.048
810.249
0.028
51.508
758.740
30
3690
61.5
0.045
758.740
0.027
49.898
708.842
30
3720
62.0
0.042.
708.842
0.026
48.286
660.556
30
3750
62.5
0.039
660.556
0.025
46.672
613.884
30
3780
63.0
0.037
613:884
0.024
45.054
568.830
30
3810
63.5
0.034
568.830
0.023
43.433
525.397
30
3840
64.0
0.031
525.397
0.022
41.809
483.588
30
3870
64.5
0.029
483.588
0.021
40.181
443.407
30
3900
65.0
0.026
443.407
0.021
38.549
404,857
30
3930
65.5
0.024 '
404.857
0.020
36.913
367.944
30
3960
66.0
0.022
367.944
0.019
35.272
332.673
30
3990
66.5
0.020
332.673
0.018
33.626
299.047
30
4020
67.0
0.018
299.047
0.017
31.973
267.074
30
4050
67.5
0.016._
267.074
0.016
30.314
236,759
30
4080
68.0
0.014
236.759
0.015
28.648
208.111
30
4110
68.5
0.012
208.111
0.014
26.973
181.138
30
4140
69.0
0.011
181.138
0.013
25.289
155.850
30
4170
69.5
0.009
155.850
0.012
23.593
132.257
30
4200
70.0
0.008
132,257
0.011
21.884
110.372
30
4230
70.5
0.007
110.372
0.010
20.160
90.212
30
4260
71.0
0.005
90.212
0.009
18.417
71.796
30
4290
71.5
0.004
71.796
0.008
16.650
55.146
30
4320
72.0
0.003
55.146
0.007
14.853
40.293
30
4350
72.5
0.002
40.293
0.006
13.018
27.275
30
4380
73.0
0.002
27.275
0.005
11.127
16.147
30
�30
4410
73.5
0.001
16.147
0.004
9.155
6.992
4440
74.0
0.000-
6.992
0.003
7.044
-0.052
30
4470
74.5
-0.000
-0.052
ERR
4.635
-4.687
30
4500
75.0
-0.000
-4.687
ERR
ERR
ERR
30
4530
75.5
ERR.
ERR
ERR
ERR
ERR
30
4560
76.0
ERR
ERR
ERR
ERR
ERR
30
4590
76.5
ERR
ERR
ERR
ERR
ERR
30
4620
77.0
ERR
ERR
ERR
ERR
ERR
30
4650
77.5
ERR
ERR
ERR
ERR
ERR
30
4680
78.0
ERR
ERR
ERR
ERR
ERR
30
4710
78.5
ERR
ERR
ERR
ERR
ERR
30
4740
79.0
ERR
ERR
ERR
ERR
ERR
30
4770
79.5
ERR
ERR
ERR
ERR
ERR
30
4800
80.0
ERR
ERR
ERR
ERR
ERR
30
4830
80.5
ERR
ERR
ERR
ERR
ERR

Por"iCI Dui 51r,a:b�

STROUD ENGINEERING, P.A.
Hes#ron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
�/ _ f
JOB "`. jfl_n f a..; � -! eVI� YG
SHEET NO. 45 _ OF
�^y G
CALCULATE Y _ DATE
CHECKED B DATE
SCALE

5ke l' f I
MADISEN PARKE
WET -DETENTION POND NO.2 -REVISED 618199
Outlet Control Device
Cd=
0.72
PipeDiameter(ft.)=
0.16667 2" PVC ORIFICE
Pipe X-sect. Area( ft^2)=
0.021806
Storage Volume(cf)=
28624
Time increment(min.)=
30
Storage Height(ft)=
1.51
Increment Sum Time
min. min. hr.
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
60
90
120
150
180
210
240
270
300
330
360
390
420
450
480
510
540
570
600
630
660
690
720
750
780
810
840
870
900
930
960
990
1020
1050
1080
1110
1140
1170
1200
1230
1260
1290
1320
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
Height
Volume
Flow
Vout
Vnew
ft.
cf
cfs
cf
cf
1.510
28624.000
0.155
0.000
28624.000
1.510
28624.000
0.155
278.690
28345,310
1.495
28345.310
0.154
278,690
28066.621
1.481
28066.621
0.153
277.330
27789.291
1.466.
27789.291
0.153
275.963
27513.328
1.451
27513.328
0.152
274.596
27238.732
1.437
27238.732
0.151
273.229
26965.502
1.423 -
26965.502
0.150
271.862
26693.640
1.408
26693.640
0.150
270.495
26423.144
1.394
26423.144
0.149
269.128
26154.016
1.380
26154.016
0.148
267.761
25886,254
1.366.
25886.254
0.147
266.394
25619.860
1.352
25619.860
0.146
265.027
25354.833
1.338
25354.833
0.146
263.660
25091,173
1.324
25091.173
0.145
262.293
24828.880
1.310
24828.880
0.144
260.925
24567.955
1.296
24567.955
0.143
259.558
24308.397
1.282
24308.397
0.143
258.191
24050.207
1.269
24050,207
0.142
256.823
23793.384
1.255
23793.384
0.141
255,455
23537.928
1.242
23537.928
0.140
254.088
23283.840
1.228
23283.840
0.140
252.720
23031.120
1.215
23031.120
0.139
251.352
22779.768
1,202
22779.768
0.138
249.985
22529.783
1.189
22529.783
0,137
248.617
22281.166
1.175
22281.166
0.137
247.249
22033.917
1.162
22033.917
0.136
245.881
21788.037
1.149
21788.037
0.135
244.513
21543.524
1.136
21543.524
0.134
243.145
21300.379
1.124
21300.379
0.134
241.777
21058.603
1.111
21058.603
0.133
240.408
20818.194
1.098
20818.194
0.132
239.040
20579.154
1.086
20579.154
0.131
237.672
20341.483
1.073
20341.483
0.131
236.303
20105.179
1.061
20105.179
0.130
234.935
19870.245
1.048
19870.245
0.129
233.566
19636.679
1.036
19636.679
0.128
232.197
19404.481
1.024
19404.481
0.127
230.829
19173.653
1.011.
19173.653
0.127
229.460
18944.193
0.999
18944.193
0.126
228.091
18716.102
0.987
18716.102
0.125
226.722
18489.380
0.975
18489.380
0.124
225.353
18264.027
0.963
18264.027
0.124
223.984
18040.043
0.952
18040.043
0.123
222.615
17817.428

��Pe'I 10
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
1350
22.5
0.940
17817.428
0.122
221.246
17596.182
1380
23.0
0.928
17596.182
0.121
219.876
17376.306
1410
23.5
0.917.
17376.306
0.121
218.507
17157.799
1440
24.0
0.905
17157.799
0.120
217.137
16940.662
1470
24.5
0.894
16940.662
0.119
215,768
16724.894
1500
25.0
0.882
16724.894
0.118
214.398
16510,496
1530
25.5
0.871
16510.496
0.118
213.028
16297.468
1560
26.0
0.860
16297.468
0.117
211.659
16085.809
1590
26.5
0.849
16085.809
0.116
210.289
15875.520
1620
27.0
0.837
15875,520
0.115
208,919
15666.602
1650
27.5
0.826
15666.602
0.115
207.549
15459.053
1680
28.0
0,816
15459.053
0.114
206.178
15252.875
1710
28.5
0.805
15252.875
0.113
204.808
15048.067
1740
29.0
0.794.
15048.067
0.112
203.438
14844.629
1770
29.5
0.783
14844.629
0.111
202.067
14642,561
1800
30.0
0.772
14642.561
0,111
200.697
14441.865
1830
30.5
0.762
14441,865
0.110
199.326
14242.539
1860
31.0
0.751
14242.539
0.109
197.955
14044.583
1890
31.5
0.741
14044.583
0.108
196.585
13847.998
1920
32.0
0,731
13847.998
0.108
195.214
13652.785
1950
32.5
0.720
13652.785
0.107
193.843
13458.942
1980
33.0
0.710
13458.942
0.106
192.471
13266.471
2010
33.5
0.700
13266.471
0.105
191.100
13075.370
2040
34.0
0.690
13075.370
0.105
189.729
12885.642
2070
34.5
0.680
12885.642
0.104
188.357
12697.284
2100
35.0
0.670
12697.284
0.103
186.986
12510.298
2130
35.5
0.660
12510.298
0.102
185.614
12324.684
2160
36.0
0.650
12324.684
0.102
184.242
12140.442
2190
36.5
0.640
12140.442
0.101
182.871
11957.571
2220
37.0
0.631
11957.571
0.100
181.498
11776.073
2250
37.5
0.621
11776.073
0.099
180.126
11595.946
2280
38.0
0.612
11595.946
0.099
178.754
11417.192
2310
38.5
0.602
11417.192
0.098
177.382
11239.810
2340
39.0
0.593
11239.810
0.097
176,009
11063.801
2370
39.5
0.584
11063.801
0.096
174.637
10889.165
2400
40.0
0.574
10889.165
0,095
173.264
10715.901
2430
40.5
0.565
10715.901
0.095
171,891
10544.010
2460
41.0
0.556
10544.010
0.094
170.518
10373.492
2490
41.5
0.547
10373.492
0.093
169.145
10204.347
2520
42.0
0.538
10204.347
0.092
167,772
10036.576
2550
42.5
0.529 '
10036.576
0.092
166.398
9870.177
2580
43.0
0.521
9870.177
0.091
165.025
9705.153
2610
43.5
0.512
9705.153
0.090
163,651
9541.502
2640
44.0
0.503
9541,502
0.089
162.277
9379.225
2670
44.5
0,495
9379.225
0,089
160.903
9218.322
2700
45.0
0.486
9218.322
0.088
159.529
9058.793
2730
45.5
0.478.
9058.793
0.087
158.155
8900.639
2760
-46.0
0.470
8900,639
0.086
156.780
8743.859
2790
46.5
0.461
8743.859
0.086
155.405
8588.453
2820
47.0
0.453.
8588.453
0,085
154.031
8434.422
2850
47.5
0.445
8434.422
0.084
152.656
8281.767
2880
48.0
0.437
8281.767
0.083
151,281
8130.486
2910
48.5
0.429
8130.486
0.083
149.905
7980.580
2940
49.0
0.421
7980.580
0.082
148.530
7832.051
2970
49.5
0.413
7832.051
0.081
147.154
7684.896
3000
50.0
0.405
7684.896
0.080
145.779
7539.118
3030
50.5
0,398
7539.118
0.079
144,403
7394.715
3060
51.0
0.390
7394.715
0.079
143.026
7251.689
3090
51.5
0.383
7251.689
0.078
141.650
7110.039
3120
52.0
0.375
7110.039
0.077
140.273
6969.765
3150
52.5
0.368
6969.765
0.076
138.897
6830.869
3180
53.0
0.360
6830.869
0,076
137.520
6693.349

30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
3210
53.5
0.353
6693.349
0.075
136.143
6557.207
3240
54.0
0.346
6557.207
0.074
134.765
6422.441
3270
54.5
0.339
6422.441
0.073
133.388
6289.054
3300
55.0
0.332
6289.054
0.073
132.010
6157.044
3330
55.5
0.325
6157,044
0.072
130.632
6026.413
3360
56.0
0.318
6026.413
0.071
129.253
5897.159
3390
56.5
0.311
5897.159
0.070
127.875
5769.284
3420
57.0
0.304
5769.284
0.070
126.496
5642.788
3450
57.5
0.298
5642.788
0,069
125.117
5517.671
3480
58.0
0.291 '
5517.671
0.068
123.738
5393.933
3510
58.5
0.285 -
5393.933
0.067
122.358
5271.575
3540
59.0
0.278
5271.575
0.066
120.979
5150.596
3570
59.5
0.272
5150.596
0.066
119.599
5030.998
3600
60.0
0.265
5030,998
0.065
118.218
4912.779
3630
60.5
0.259
4912,779
0.064
116.838
4795.942
3660
61.0
0.253
4795.942
0.063
115.457
4680.485
3690
61.5
0.247.
4680.485
0.063
114.076
4566.409
3720
62.0
0.241
4566.409
0.062
112.694
4453.715
3750
62.5
0.235
4453.715
0.061
111.312
4342.403
3780
63.0
0.229
4342.403
0.060
109.930
4232.473
3810
63.5
0.223
4232.473
0.060
108.548
4123.925
3840
64.0
0.218
4123.925
0.059
107.165
4016.760
3870
64.5
0.212
4016.760
0.058
105.782
3910.978
3900
65.0
0.206
3910,978
0.057
104.398
3806.580
3930
65.5
0.201
3806.580
0.056
103.015
3703.565
3960
66.0
0.195
3703.565
0.056
101.630
3601.935
3990
66.5
0.190
3601.935
0.055
100.246
3501.689
4020
67.0
0.185
3501.689
0.054
98.861
3402.829
4050
67.5
0.180
3402.829
0.053
97.475
3305.353
4080
68.0
0.174
3305.353
0.053
96.089
3209.264
4110
68.5
0.169
3209.264
0.052
94.703
3114.561
4140
69.0
0.164
3114.561
0.051
93.317
3021.244
4170
69.5
0.159
3021.244
0.050
91.929
2929.315
4200
70.0
0.155
2929.315
0.050
90.542
2838.773
4230
70.5
0.150
2838.773
0.049
89.154
2749.619
4260
71.0
0.145
2749.619
0.048
87.765
2661.855
4290
71.5
0.140
2661.855
0.047
86.376
2575.479
4320
72.0
0.136
2575.479
0.046
84.986
2490.493
4350
72.5
0.131
2490.493
0.046
83.596
2406.897
4380
73.0
0.127
2406.897
0.045
82.205
2324.692
4410
73.5
0.123
2324.692
0.044
80.814
2243.878
4440
74.0
0.118
2243.878
0.043
79.422
2164.457
4470
74.5
0.114
2164.457
0.043
78.029
2086.428
4500
75.0
0.110 -
2086.428
0.042
76.636
2009, 792
4530
75.5
0.106
2009.792
0.041
75.241
1934.551
4560
76.0
0.102
1934.551
0.040
73.847
1860.704
4590
76.5
0.098
1860.704
0.039
72.451
1788.253
4620
77.0
0.094.
1788.253
0.039
71.055
1717.198
4650
77.5
0.091
1717.198
0.038
69.658
1647.540
4680
78.0
0.087
1647.540
0.037
68.260
1579.280
4710
78.5
0.083
1579.280
0.036
66.861
1512.419
4740
79.0
0.080
1512.419
0.036
65.461
1446.957
4770
79.5
0,076
1446.957
0.035
64.061
1382.897
4800
80.0
0.073
1382.897
0.034
62.659
1320.238
4830
80.5
0.070
1320.238
0.033
61.256
1258.981
4860
81.0
0.066
1258.981
0.032
59.852
1199.129
4890
81.5
0.063
1199.129
0.032
58.447
1140.681
4920
82.0
0.060.'
1140.681
0.031
57.041
1083.640
4950
82.5
0.057,
1083.640
0.030
55.634
1028.007
4980
83.0
0.054
1028.007
0.029
54.225
973.782
5010
83.5
0.051 '
973.782
0.029
52.815
920.967
5040
84.0
0.049 -
920.967
0.028
51.403
869.564

30
5070
84.5
0.046.
869.564
0,027
49.989
819.575
30
5100
85.0
0.043
819.575
0.026
48.574
771.001
30
5130
85.5
0.041' '
771.001
0.025
47.157
723.843
30
5160
86.0
0.038
723.843
0.025
45,739
678.105
30
5190
86.5
0.036
678.105
0.024
44.318
633.787
30
5220
87.0
0.033
633.787
0.023
42.895
590.892
30
5250
87.5
0.031
590,892
0.022
41.469
549.423
30
5280
88.0
0.029.
549.423
0.021
40,041
509.381
30
5310
88.5
0.027
509.381
0.021
38.611
470,770
30
5340
89.0
0.025
470.770
0.020
37.177
433.593
30
5370
89.5
0.023
433.593
0.019
35.740
397.853
30
5400
90.0
0.021
397.853
0.018
34.300
363.552
30
5430
90.5
0.019
363.552
0.017
32.856
330.696
30
5460
91.0
0.017
330.696
0.017
31.408
299.288
30
5490
91.5
0.016
299.288
0.016
29.955
269.333
30
5520
92.0
0.014
269.333
0.015
28.497
240.836
30
5550
92.5
0.013
240.836
0.014
27.033
213.803
30
5580
93.0
0.011.
213.803
0.013
25.563
188.239
30
5610
93.5
0.010,
188.239
0.013
24.086
164.154
30
5640
94.0
0.009
164.154
0.012
22.600
141,553
30
5670
94.5
0.007
141.553
0.011
21.105
120.449
30
5700
95.0
0.006
120.449
0.010
19.598
100.850
30
5730
95.5
0.005
100.850
0.009
18.078
82.772
30
5760
96.0
0.004
82.772
0.008
16.542
66.230
30
5790
96.5
0.003
66.230
0.007
14.986
51.244
30
5820
97.0
0.003.
51.244
0.007
13.406
37.838
30
5850
97.5
0.002
37.838
0,006
11.792
26.046
30
5880
98.0
0.001
26.046
0.005
10.133
15.914
30
5910
98.5
0.001
15.914
0.004
8.407
7.507
30
5940
99.0
0.000
7.507
0.003
6.571
0.936
>30
5970
99.5
0.000
0.936
0,001
4.513
-3.577
30
6000
100.0
-0.000
-3.577
ERR
1.594
-5.171
30
6030
100.5
-0.000
-5.171
ERR
ERR
ERR
30
6060
101.0
ERR
ERR
ERR
ERR
ERR
30
6090
101.5
ERR
ERR
ERR
ERR
ERR
30
6120
102.0
ERR
ERR
ERR
ERR
ERR
30
6150
102.5
ERR
ERR
ERR
ERR
ERR
30
6180
103.0
ERR
ERR
ERR
ERR
ERR
30
6210
103.5
ERR
ERR
ERR
ERR
ERR
30
6240
104.0
ERR,
ERR
ERR
ERR
ERR
30
6270
104.5
ERR
ERR
ERR
ERR
ERR
30
6300
105.0
ERR
ERR
ERR
ERR
ERR
30
6330
105.5
ERR
ERR
ERR
ERR
ERR
30
6360
106.0
ERR
ERR
ERR
ERR
ERR
30
6390
6390
ERR
ERR
ERR
ERR
ERR
30
6420
6420
ERR
ERR
ERR
ERR
ERR
30
6450
6450
ERR
ERR
ERR
ERR
ERR
30
6480
6480
ERR
ERR
ERR
ERR
ERR
30
6510
6510
ERR
ERR
ERR
ERR
ERR
M

s
5TROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
SHEET NO.._ -__ -JS OF_
CALCULATED BY DATE
CHECKED BY DATE
SCALE

5hee� i5
MADISEN PARKE
• . �r
WET -DETENTION POND
NO.3 -REVISED
618199,••Roy'
Outlet Control Deviceiz
S,
Cd=
0.72
�=
133
PipeDiameter(ft.)=
0.125
1 112" PVC ORIFICE
"=.
r:
•'
Pipe X-sect. Area(ft 2)=
0.012266
j , - f�r,;G. ;.• .�.
Storage Volume(cf)=
8792
' '� _;_.•
��� �'a
Time increment(min.)=
30
Storage Height(ft)=
1.08
Increment
Sum
Time
Height
Volume
Flow
Vout
Vnew
min.
min.
hr.
ft.
cf
cfs
cf
cf
30
30
0.5
1.080
8792.000
0.074
0.000
8792.000
30
60
1.0
1.080 -
8792.000
0.074
132.571
8659.429
30
90
1.5
1.064.
8659.429
0.073
132.571
8526.857
30
120
2.0
1.047
8526,857
0.073
131.568
8395.289
30
150
2.5
1.031.
8395.289
0.072
130.557
8264,732
30
180
3.0
1.015
8264.732
0.071
129.546
8135,187
30
210
3.5
0.999
8135.187
0.071
128.535
8006.652
30
240
4.0
0.984
8006,652
0.070
127.523
7879.129
30
270
4.5
0.968
7879,129
0.070
126.512
7752.617
30
300
5.0
0.952 '.
7752.617
0.069
125.500
7627.117
30
330
5.5
0.937
7627.117
0,069
124.489
7502.628
30
360
6.0
0.922
7502.628
0.068
123.477
7379,151
30
390
6.5
0.906
7379.151
0.067
122.465
7256.686
30
420
7.0
0.891
7256.686
0.067
121.453
7135.233
30
450
7.5
0.876
7135.233
0.066
120.441
7014.792
30
480
8.0
0.862
7014.792
0.066
119.429
6895.363
30
510
8.5
0.847
6895.363
0.065
118.417
6776,946
30
540
9.0
0.832
6776.946
0.065
117.404
6659.542
30
570
9.5
0.818
6659.542
0.064
116,392
6543.150
30
600
10.0
0.804 -
6543.150
0.064
115.379
6427.770
30
630
10.5
0.790
6427.770
0.063
114.367
6313.404
30
660
11.0
0.776
6313.404
0.062
113.354
6200.050
30
690
11.5
0.762
6200.050
0,062
112.341
6087.709
30
720
12.0
0.748
6087,709
0.061
111.328
5976.382
30
750
12.5
0.734
5976.382
0.061
110.315
5866.067
30
780
13.0.
0.721
5866.067
0.060
109.301
5756.766
30
810
13.5
0.707
5756.766
0.060
108.288
5648.478
30
840
14.0
0.694
5648.478
0,059
107,274
5541.204
30
870
14.5
0.681
5541.204
0.058
106,260
5434.944
30
900
15.0
0.668
5434.944
0,058
105.247
5329.697
30
930
15.5
0.655
5329,697
0.057
104.233
5225.465
30
960
16.0
0.642.
5225.465
0,057
103.218
5122.246
30
990
16.5
0.629
5122.246
0.056
102.204
5020.042
30
1020
17.0
0.617
5020.042
0.056
101.190
4918.853
30
1050
17.5
0.604
4918.853
0.055
100.175
4818.678
30
1080
18.0
0.592
4818.678
0,055
99.160
4719,517
30
1110
18.5
0.580 '
4719.517
0.054
98.145
4621.372
30
1140
19.0
0.568 '
4621.372
0.053
97.130
4524.242
30
1170
19.5
0.556
4524.242
0.053
96.115
4428.127
30
1200
20.0
0,544
4428.127
0.052
95.100
4333.027
30
1230
20.5
0.532
4333.027
0.052
94.084
4238.943
30
1260
21.0
0,521
4238.943
0.051
93.068
4145.875
30
1290
21.5
0.509
4145.875
0.051
92.052
4053.823
30
1320
22.0
0.498
4053.823
0.050
91,036
3962,787

30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
1350
22.5
0.487.
3962.787
0.049
90.020
3872.767
1380
23.0
0.476
3872.767
0.049
89.003
3783.764
1410
23.5
0.465
3783.764
0.048
87.987
3695.777
1440
24.0
0.454
3695.777
0.048
86.970
3608.807
1470
24.5
0.443
3608.807
0.047
85.953
3522:855
1500
25.0
0.433 -
3522.855
0.047
84.935
3437.920
1530
25.5
0.422
3437.920
0.046
83.918
3354.002
1560
26.0
0.412
3354.002
0.045
82.900
3271.102
1590
26.5
0.402
3271.102
0.045
81.882
3189.221
1620
27.0
0.392
3189.221
0.044
80.864
3108.357
1650
27.5
0.382
3108.357
0.044
79.845
3028.512
1680
28.0
0.372
3028.512
0.043
78.826
2949.686
1710
28.5
0.362
2949.686
0.043
77.807
2871.878
1740
29.0
0.353
2871.878
0.042
76,788
2795.090
1770
29.5
0.343
2795.090
0.042
75.768
2719.322
1800
30.0
0.334 -.
2719.322
0,041
74.749
2644.573
1830
30.5
0.325
2644.573
0.040
73.729
2570.845
1860
31.0
0.316
2570.845
0.040
72.708
2498.136
1890
31.5
0.307
2498.136
0.039
71,688
2426.449
1920
32.0
0.298
2426.449
0.039
70.667
2355.782
1950
32.5
0.289
2355.782
0.038
69.645
2286.137
1980
33.0
0.281
2286.137
0.038
68.624
2217.514
2010
33.5
0.272
2217.514
0.037
67.602
2149.912
2040
34.0
0,264
2149.912
0,036
66.579
2083.333
2070
34.5
0.256
2083,333
0.036
65,557
2017.776
2100
35.0
0.248
2017.776
0.035
64.533
1953.243
2130
35.5
0.240
1953,243
0.035
63.510
1889.733
2160
36.0
0.232
1889.733
0.034
62.486
1827.247
2190
36.5
0.224
1827.247
0.034
61.462
1765.785
2220
37.0
0.217
1765,785
0.033
60.437
1705.348
2250
37.5
0.209
1705.348
0.032
59.412
1645.936
2280
38.0
0,202
1645.936
0,032
58.386
1587.549
2310
38.5
0,195
1587.549
0.031
57.360
1530.189
2340
39.0
0.188
1530.189
0.031
56.334
1473.855
2370
39.5
0.181
1473.855
0.030
55.307
1418,548
2400
40.0
0.174
1418.548
0.030
54.279
1364,269
2430
40.5
0.168
1364.269
0.029
53.251
1311.018
2460
41.0
0.161
1311.018
0.028
52,222
1258.796
2490
41.5
0.155
1258.796
0.028
51.193
1207.603
2520
42.0
0.148
1207.603
0,027
50.163
1157.440
2550
42.5
0.142 '
1157.440
0.027
49.132
1108.307
2580
43.0
0.136.
1108.307
0.026
48.101
1060.206
2610
43.5
0.130 .
1060.206
0.026
47.069
1013.137
2640
44.0
0.124
1013.137
0.025
46.036
967.101
2670
44.5
0.119
967.101
0.024
45.003
922.098
2700
45.0
0.113
922,098
0.024
43,968
878.130
2730
45.5
0.108
878,130
0.023
42.933
835.196
2760
46.0
0.103
835.196
0.023
41.897
793.299
2790
46.5
0.097
793.299
0.022
40.860
752.439
2820
47.0
0.092
752.439
0.022
39.822
712.617
2850
47.5
0.088
712.617
0.021
38.783
673.834
2880
48.0
0.083
673.834
0.020
37.743
636.091
2910
48.5
0.078
636,091
0.020
36.701
599.390
2940
49.0
0.074
599.390
0.019
35.659
563.731
2970
49.5
0.069
563.731
0.019
34.615
529.116
3000
50.0
0,065
529.116
0.018
33.569
495.547
3030
50.5
0.061.
495.547
0.017
32.522
463.025
3060
51.0
0.057
463.025
0.017
31.474
431.551
3090
51.5
0.053
431.551
0.016
30.423
401.128
3120
52.0
0.049
401.128
0,016
29.371
371.756
3150
52.5
0.046.
371.756
0,015
28.317
343.440
3180
53.0
0.042
343.440
0,015
27.261
316.179

h eet I
30
3210
53.5
0.039
316.179
0.014
26.202
289.977
30
3240
54.0
0.036
289.977
0.013
25.140
264.837
30
3270
54.5
0.033
264.837
0.013
24.076
240.761
30
3300
55.0
0.030'
240.761
0.012
23.009
217.752
30
3330
55.5
0.027.
217.752
0.012
21.938
195.814
30
3360
56.0
0.024
195.814
0.011
20.863
174.950
30
3390
56.5
0.021
174,950
0.010
19.785
155.166
30
3420
57.0
0.019.
155.166
0.010
18.701
136.465
30
3450
57.5
0.017
136.465
0.009
17.612
118.853
30
3480
58.0
0.015
118.853
0.009
16.516
102.336
30
3510
58.5
0.013
102.336
0.008
15.414
86.923
30
3540
59.0
0.011
86.923
0.007
14.303
72.620
30
3570
59.5
0.009
72.620
0.007
13.182
59.438
30
3600
60.0
0.007
59.438
0.006
12.049
47.390
30
3630
60.5
0.006
47.390
0.005
10.900
36.489
30
3660
61.0
0.004
36.489
0.005
9.733
26.756
30
3690
61.5
0.003
26.756
0.004
8.541
18.216
30
3720
62.0
0.002
18.216
0.003
7.313
10.902
30
3750
62.5
0.001
10.902
0.003
6.034
4.868
30
3780
63.0
0.001
4.868
0.002
4.668
0.200
3810
63.5
0.000
0.200
0.000
3.119
-2.920
30
3840
64.0
-0.000
-2.920
ERR
0.632
-3.552

JOB_ I
SHEET NO. -
CALCULATED
CHECKED BY
SCALE
P vi 1Nat k to u' ,'i�
OF 23
DATE
�d43
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f
IIOACT 741 I ItiMW $Iny151 :HK : W01, b

JOB- kab`z"v pcvkx-'re ur . s
STROUD ENGINEERING, P.A. SHEET NO OF
Hestron Plaza Two Q 6
151 A Hwy. 24 MCULATEDA-, DA
MOREHEAD CITY, NC 28557 CHECKEO B uq A
[phone] scAeE c
�sss 7
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Pub� �p
MADISEN PARKS VOIL, 1111111tf
WET -DETENTION POND N0.4 -REVISED 618199 �%�°'.t A CAR
Outlet Control Device _ SEAL
Cd= 0.72 13343 ty�
y +►
PipeDiameter(ft.)= 0.125 1 1/2" PVC ORIFICEtoe:
Pipe X-sect. Area(ft'2)= 0.012266
Storage Volume(cf)= 7300 D.
�. .
Time increment(min.)= 30
Storage Height(ft)= 1.04
Increment Sum Time Height Volume Flow Vout Vnew
min. min. hr. ft. cf cfs cf cf
30 30 0.5 1.040 7300.000 0.072 0,000 7300.000
30 60 1.0 1.040 7300.000 0.072 130.093 7169.907
30 90 1.5 1.021 7169.907 0.072 130.093 7039.814
30 120 2.0 1.003 7039.814 0.071 128.929 6910.885
30 150 2.5 0.985 6910.885 0.070 127.754 6783,131
30 180 3.0 0.966 6783.131 0,070 126.578 6656.553
30 210 3.5 0.948 6656.553 0.069 125,403 6531.150
30 240 4.0 0.930 6531.150 0.068 124.227 6406.923
30 270 4.5 0.913 6406,923 0.068 123.052 6283.871
30 300 5.0 0.895 6283.871 0.067 121.876 6161.995
30 330 5.5 0.878 6161.995 0.066 120.700 6041.295
30 360 6.0 0.861 6041.295 0.066 119.524 5921.772
30 390 6.5 0.844 5921.772 0.065 118.347 5803.424
30 420 7.0 0.827 5803.424 0.064 117.171 5686.254
30 450 7.5 0.810 5686.254 0.064 115.994 5570.260
30 480 8.0 0.794 5570.260 0.063 114.817 5455.443
30 510 8.5 0.777 5455.443 0.062 113.640 5341,803
30 540 9.0 0.761 5341.803 0.062 112.463 5229.341
30 570 9.5 0.745 5229.341 0.061 111.285 5118.056
30 600 10.0 0.729 - 5118.056 0.061 110.107 5007.948
30 630 10.5 0.713 5007.948 0.060 108.929 4899.019
30 660 11.0 0.698 4899.019 0.059 107.751 4791.267
30 690 11.5 0.683 4791.267 0.059 106.573 4684.694
30 720 12.0 0.667 4684.694 0.058 105.395 4579.300
30 750 12.5 0.652 4579.300 0.057 104.216 4475.084
30 780 13.0 0.638 4475.084 0.057 103.037 4372.047
30 810 13.5 0.623 4372.047 0.056 101.858 4270.190
30 840 14.0 0.608 4270.190 0.055 100.678 4169.511
30 870 14.5 0.594 4169.511 0.055 99.498 4070.013
30 900 15.0 0.580 4070.013 0.054 98.319 3971.694
30 930 15.5 0.566 3971.694 0.053 97.138 3874.556
30 960 16.0 0.552 3874.556 0.053 95.958 3778.598
30 990 16.5 0.538 3778.598 0.052 94.777 3683.821
30 1020 17.0 0.525 3683.821 0.051 93.596 3590.225
30 1050 17.5 0.511 3590.225 0.051 92.415 3497.810
30 1080 18.0 0.498 3497.810 0.050 91.233 3406.577
30 1110 18.5 0.485 3406.577 0.049 90.052 3316,525
30 1140 19.0 0.472 3316.525 0.049 88.869 3227.656
30 1170 19.5 0.460 3227.656 0.048 87.687 3139,969
30 1200 20.0 0.447 . 3139.969 0.047 86.504 3053.465
30 1230 20.5 0.435. 3053.465 0.047 85.321 2968.144
30 1260 21.0 0.423 2968.144 0.046 84.137 2884.006
30 1290 21.5 0.411 2884,006 0.045 82.954 2801.053
30 1320 22.0 0.399 2801.053 0.045 81.769 2719.283

30
1350
22.5
0.387
2719.283
0.044
80.585
2638.699
30
1380
23.0
0.376
2638.699
0.043
79.400
2559.299
30
1410
23.5
0.365
2559.299
0.043
78.215
2481.084
30
1440
24.0
0.353
2481.084
0.042
77.029
2404,055
30
1470
24.5
0.342
2404.055
0.041
75.843
2328.212
30
1500
25.0
0.332
2328.212
0.041
74.656
2253.556
30
1530
25.5
0.321
2253.556
0.040
73.469
2180.087
30
1560
26.0
0.31 T.
2180.087
0.039
72.281
2107.806
30
1590
26.5
0.300
2107.806
0.039
71.093
2036.712
30
1620
27.0
0.290
2036.712
0.038
69.905
1966.807
30
1650
27.5
0.280
1966.807
0.038
68.716
1898.091
30
1680
28.0
0.270
1898.091
0.037
67.526
1830,565
30
1710
28.5
0.261
1830.565
0.036
66.336
1764.229
30
1740
29.0
0.251
1764.229
0.036
65.146
1699,083
30
1770
29.5
0.242
1699.083
0.035
63.954
1635.129
30
1800
30.0
0.233
1635.129
0.034
62.762
1572.366
30
1830
30.5
0.224
1572.366
0.034
61.570
1510.796
30
1860
31.0
0.215
1510.796
0.033
60.377
1450.420
30
1890
31.5
0.207
1450.420
0.032
59.183
1391.237
30
1920
32.0
0.198
1391.237
0.032
57.988
1333.248
30
1950
32.5
0.190
1333,248
0.031
56.793
1276.456
30
1980
33.0
0.182
1276.456
0.030
55.597
1220.859
30
2010
33.5
0.174
1220.859
0.030
54.400
1166.459
30
2040
34.0
0.166
1166.459
0.029
53.202
1113.258
30
2070
34.5
0.159
1113,258
0.028
52.003
1061.255
30
2100
35.0
0.151.
1061.255
0.028
50.803
1010.452
30
2130
35.5
0.144
1010.452
0.027
49.602
960.849
30
2160
36.0
0.137
960.849
0.026
48.401
912,449
30
2190
36.5
0.130
912.449
0.026
47.198
865.251
30
2220
37.0
0.123
865.251
0.025
45.994
819.257
30
2250
37.5
0.117.
819.257
0.024
44.788
774.469
30
2280
38.0
0.110
774.469
0.024
43.582
730.888
30
2310
38.5
0.104
730.888
0.023
42.374
688.514
30
2340
39.0
0.098
688,514
0.022
41.164
647.350
30
2370
39.5
0.092
647.350
0.022
39.953
607.397
30
2400
40.0
0.087 -
607.397
0.021
38.740
568.657
30
2430
40.5
0.081
568.657
0.020
37.526
531.131
30
2460
41.0
0.076
531.131
0.019
36.309
494.822
30
2490
41.5
0.070
494.822
0.019
35.091
459.731
30
2520
42.0
0.065
459.731
0.018
33.870
425.861
30
2550
42.5
0.061
425.861
0.017
32.647
393.214
30
2580
43.0
0.056
393.214
0.017
31.421
361.792
30
2610
43.5
0.052
361.792
0.016
30.193
331.599
30
2640
44.0
0.047
331.599
0.015
28.962
302.637
30
2670
44.5
0.043
302.637
0.015
27.727
274.911
30
2700
45.0
0.039
274.911
0.014
26.488
248.422
30
2730
45.5
0.035
248.422
0.013
25.246
223.177
30
2760
46.0
0.032
223,177
0.013
23.999
199.178
30
2790
46.5
0.028
199.178
0.012
22.747
176.431
30
2820
47.0
0.025
176.431
0.011
21.489
154.942
30
2850
47.5
0.022
154.942
0.011
20.225
134.718
30
2880
48.0
0.019
134.718
0.010
18.953
115.765
30
2910
48.5
0.016
115.765
0.009
17.673
98.092
30
2940
49.0
0.014
98.092
0.008
16.383
81.709
30
2970
49.5
0.012
81.709
0.008
15.080
66.629
30
3000
50.0
0.009
66.629
0.007
13.764
52.866
30
3030
50.5
0.008
52.866
0.006
12.429
40.437
30
3060
51.0
0.006
40.437
0.005
11.071
29.366
30
3090
51.5
0.004
29.366
0.005
9.682
19.684
30
3120
52.0
0.003
19.684
0.004
8.251
11.433
30
3150
52.5
0.002
11.433
0.003
6.755
4.677
30
3180
53.0
0.001
4.677
0.002
5.148
-0.471

IJOB f)
§TR'OUD ENGINEERING, P.A. SHEET NO. CQ OF
Hestron Plaza Two CALCULATED BY- DA
MOREHEAD CITYcl
151 A H24 Vwy. , NC 28557 CHECKED BY —(—' CA
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STROUD ENGINEERING, P.I�,t`�N<<F; O(�No. 0� OF
Hestron Plaza Two ;�,�� ••f�5s�o•�,'�' ;*, / y�( �� cl
a t ti r.AIcu�TED a DATE
151 A Hwy. 24 C� 9
MOREHEAD CITY, NC 2855-,`~ Q E SL cF�-cKEJeY D TE
[phone] A3343
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