SW8981232_HISTORICAL FILE_19991222

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 (1V 123�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
�] HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
\qq°I 122Z.
YYYYMMDD

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
December 22, 1999
Mr Leroy Taylor, Chairman of the Board of Trustees
First Baptist Church of Leland
517 Village Road
Leland, NC 28451
Am,
NCDENR
NORTH GROLINA DEPARTMENT OF
ENVIRONMENT AND N4 RAL RESOURCES
Subject Permit No SW8 981232MOD
First Baptist Church of Leland
High Density Stormwater Project
Brunswick County
Dear Mr Taylor
The Wilmington Regional Office received a complete Stormwater Management Permit Application for First Baptist
Church of Leland on December 22, 1999 Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H 1000 We are
forwarding Permit No SW8 981232MOD dated December 22, 1999, for the construction of First Baptist Church
of Leland
This permit shall be effective from the date of issuance until December 22, 2009, and shall be subject to the
conditions and limitations as specified therein Please pay special attention to the Operation and Maintenance
requirements in this permit Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request wlthrn thirty (30) days following receipt of this permit This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P O Drawer 27447, Raleigh, NC 27611-7447 Unless such demands
are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please contact Scott Vinson, or
me at [phone]
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/sav S \WQS\STORMWAT\PERMIT\981232 DEC
cc Donald Covil, P E
Delaney Aycock, Brunswick County Inspections
Scott Vinson
Wilmington Regional Office
Central Files
127 Cardinal or Ext, Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No SW8 981232MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
First Baptist Church of Leland
Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H 1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit
This permit shall be effective from the date of issuance until December 22, 2009 and shall be subject to the
following specified conditions and limitations
I DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data
This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet The stormwater control has been designed to handle the runoff from
180,164 square feet of impervious area This pond must be operated with a vegetated filter
Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit
The tract will be limited to the amount of bwlt-upon area indicated on page 3 of this permit, and per
approved plans
2

State Stonnwater Management Systems
Permit No SW8 981232MOD
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name
Permit Number
Location
Applicant
Mailing Address
Application Date
Name of Receiving Stream/Index #
Classification of Water Body
If Class SA, chlonde sampling results
Pond Depth, feet
Permanent Pool Elevation, FMSL
Total Impervious Surfaces, ftz
Offsite Area entering Pond, ft2
Required Surface Area, ftz
Provided Surface Area, ftz
Required Storage Volume, ft3
Provided Storage Volume, ft'
Temporary Storage Elevation, FMSL
Controlling Orifice
First Baptist Church of Leland
SW8 981232MOD
Brunswick County
Mr Leroy Taylor, Chairman of the Board of Trustees
First Baptist Church of Leland
517 Village Road
Leland, NC 28451
December 22, 1999
Sturgeon Creek / CFR17 (18-77-1)
"C Sw"
n/a
600
1200
180,164
none, per Engineer
7,746
8,200
14,731
15,215
13 70
1 75" � pipe
3

State Stormwater Management Systems
Permit No SW8 981232MOD
II SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surface except roads
During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately
The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited
to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of side slopes
d Immediate repair of eroded areas
e Maintenance of side slopes in accordance with approved plans and specifications
f Debris removal and unclogging of outlet structure, onfice device and catch basins and piping
g Access to the outlet structure must be available at all times
h The vegetated filter will be kept grassed with no erosion The spreader mechanism will be kept free
of sediment and trash, and must distribute the runoff evenly over the width of the filter
4 Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ The records will indicate the date, activity, name of person performing the work and what actions
were taken
Decorative spray fountains will not be allowed in the stormwater treatment system
The facilities shall be constructed as shown on the approved plans This permit shall become voidable unless
the facilities are constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, a certification must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation Any deviations from the approved plans and
specifications must be noted on the Certification
If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior
to operation as a stormwater treatment device, and prior to occupancy of the facility
The following items will require a modification to the permit
Any revision to the approved plans, regardless of size
Project name change
Transfer of ownerstup
Redesign or addition to the approved amount of built -upon area
Further subdivision of the project area
Filling in, altering, or piping of any vegetative conveyance shown on the approved plan
10 The Director may determine that other revisions to the project should require a modification to the permit

State Stormwater Management Systems
Permit No SW8981232MOD
11 A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum
of ten years from the date of the completion of construction
12 Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property
13 The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area
14 The runoff from all built -upon area on the project must be directed into the permitted stormwater control
system
15 The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet mimmum requirements The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made
III GENERAL CONDITIONS
1 This permit is not transferable In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompamed by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate The approval of this request will be considered on its merits and may or
may not be approved
2 Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property for the purpose of inspecting all
components of the permitted stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition
Permit issued this the 22nd day of December, 1999
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 981232MOD
5

State Stormwater Management Systems
Permit No SW8981232MOD
First Baptist Church of Leland
Stormwater Permit No SW8 981232MOD
Brunswick County
Designer's Certification
1, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
for (Project Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No SW8981232MOD
Certificatipn Requirements
1 The drainage area to the system contains approximately the permitted acreage
2 The drainage area to the system contains no more than the permitted amount of built -upon area
3 All the built -upon area associated with the project is graded such that the runoff drains to the system
4 The outlet/bypass structure elevations are per the approved plan
5 The outlet structure is located per the approved plans
6 Trash rack is provided on the outlet/bypass structure
7 All slopes are grassed with permanent vegetation
8 Vegetated slopes are no steeper than 3 1
9 The inlets are located per the approved plans and do not cause short-circuiting of the system
10 The permitted amounts of surface area and/or volume have been provided
11 Required drawdown devices are correctly sized per the approved plans
12 All required design depths are provided
13 All required parts of the system are provided, such as a vegetated shelf, and a
forebay
14 The overall dimensions of the system, as shown on the approved plans, are provided
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspector

„t OFFICE USE ONLY.
Date Received
Fee Paid
Permit Number
/ - 9 ff
UD io
s 2:24!kZ2 Z2
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I GENERAL INFORMATION
1 Applicants name (specify the name of the corporation, individual, etc who owns the project)
First Baptist Church of Leland
2 Print Owner/Signing Offical's name and title (person legally responsible for facility and compliance)
3 Mailing Address for person listed in item 2 above
City Leland State
Telephone Number ( 91 n ) -471 —29 24
Zip
4 Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc)
Stormwater Plan for Leland Baptist Church
5 Location of Project (street address)
: erT,
6 Directions to project (from nearest major intersection)
From intersection of Village Road and Navas --.a Road, go NF ahmit 1/2 m,_
Church is on left.
7 Latitude 30014'26” N Longitude 78000'45" W of project
8 Contact person who can answer questions about the project
Name Tar z Tn�riny Telephone Number ( 910 ) 371-2933
EL PERMIT INFORMATION-
1 Specify whether project is (check one) New Renewal X Modification
Form SWU-101 Version 3 99 Page 1 of 4 ORIGINAL

2 If this application is being submitted as the result of a renewal or modification to an existing penrut, list the
existing penrut number SWR 9A1 9'19 and its issue date (if lmownl; /19 /99 -
3 Specify the type of project (check one)
_Low Density X High Density _Redevelop _General Permit _Other
4 Additional Project Requirements (check applicable blanks)
_CAMA Major Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III. PROJECT INFORMATION
1 In the space provided below, summarize how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Collected in catch basins and storm drains and directed to a stormwater
detention
2 Stormwater runoff from this project drams to the Gape Fear River basin
3 Total Project Area. 8.617 acres
5 How many drainage areas does the project have? 1
4 Project Built Upon Area 48.0 %
6 Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below
alillavVie m ¢
�^�' x Lei �p wWa,p..rr�Dm�m—Sou�fl�tii
a
Receiving Stream Name
Receiving Stream Class
r SW
Drainage Area
6.717 ac.
Existing Impervious* Area
Proposed Im ervious'Area
3.011 ac.
Im envious' Area (total)
41.6 % .
�,vi4Wa,�.y"YS
MW
On-site Buildings
1
On -site Streets
On -site Parking Drives
2.523 ac
On -site Sidewalks
0-191 ac-
Other on -site
Off -site
Total 4.136 ac.
Total
Impervious area is defined as the built upon area mch ding, but not limited to, buildings, roads, parkrng areas,
sidewalks, gravel areas, etc.
Form 5WU!IOl ''Verst� 9
-JriLf, VIit
Page 2 of 4

How was the off -site impervious area listed above derived?
T
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot If lot sizes vary significantly, a
table listing each lot number, sue and the allowable built -upon area for each lot must be provided as an
attachment
1 The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number nie as issued by the Division of Water Quality These covenants may
not be changed or deleted without the consent of the State
2 No more than n/a square feet of any lot shall be covered by structures or impervious materials
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools
3 Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings
4 Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction
5 AlI permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot
V SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3 99
Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQI
A complete package includes all of the items listed below The complete application package should be
submitted to the appropriate DWQ Regional Office
Please indicate that you have provided the following required information by initialing in the space
provided next to each item
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of storinwater treatment/management
• Two copies of plans and specifications, including
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII- AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section
Designated agent (individual or firm) East Coast Engineering Company, PA
Mailing Address O
City, 4hallntta State D1C Zip 2@459
)�II�itYL•
VIIL APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Leroy Taylor
certify that the information included on this pernut application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H 1000
Date // —) c ' 9 c/
Form SWU-101 Version 3 99
Page 4 of 4

Fax [phone]
Office 910 754 8029
December 21, 1999
East Coast
Engineering Company, P.A.
Consulting Engineers
Mr. Scott Vinson
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re Leland Baptist Church
Stormwater Plan Modification
DWQ Project Number SW8 981232
Dear Mr. Vinson:
4918 Main Street
Post Office Box 2869
Shanotte, NC 28459
�TORMHgTE.R
(�ECE6yE-
'Ynu( DEC 2 2 1999 D
PAW # 2*0 ?�P�7,3 nq)
We have revised Plan Sheet # 6 as discussed during our telephone conversation today
The "Pond Outlet Structure" detail specified a 3/4" orifice whereas the correct orifice
diameter is 1 - 3/4" (as presented in the "Stormwater Pond Data Summary" and
calculations) Two copies of the revised plan sheet are enclosed for your review
Your continued assistance and consideration on this project is appreciated
Sincerely,
Donald M Covil, P E
Enclosures
pc: Mr Leroy Taylor, First Baptist Church of Leland
File 99-0349 (Leland Baptist Church)

Fax [phone]
Office 910 754 8029
December 14, 1999
East Coast
Engineering Company, P.A.
Consulting Engineers
Mr. Scott Vinson
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re Leland Baptist Church
Stormwater Plan Modification
DWQ Project Number SW8 981232
Dear Mr. Vinson:
4918 Main Street
Post Office Box 2869
Shallotte NC 28459
RECEIVED
DEC 1 5 1999
We have revised Plan Sheet # 6 as discussed during our telephone conversation today
The revision entailed adding a screen to the top of the trash guard at the stormwater
detention pond outlet Two copies of the revised plan sheet are enclosed for your review
During our telephone conversation we also agreed that you make the following rumor
revisions to the application forms
• Under Item # III 6 of the main application, change 4 136 ac to 61 58 (%)
• Under Item #I114 of the "supplement', change 7 5 and 8 3 (representing elevation)
to 4 5 and 3 7 respectively (representing depth)
Your attention to this matter is appreciated Please do not hesitate to contact our office
should you have any further questions or comments about this project
Sincerely,
Donald M Covil, P E
Enclosures
pc: Mr Leroy Taylor, First Baptist Church of Leland
File 99-0349 (Leland Baptist Church)

DETENTION POND ANALYSIS
PROJECT # SW8 981232
PROJECT NAME First Baptist Church of Leland
FILE NAME S \WQS\POND\981232 WK1
REVIEWER sav
DATE 13-Dec-99
Receiving Stream Sturgeon Creek Class C Sw Chlorides n/a
Drainage Basin Cape Fear Index No CPF 17 (18-77-1)
Site Area 862 acres
Drainage Area 292592 52 square feet needs to be verified
Area in Acres 672 acres
IMPERVIOUS AREA Rational C-list beside
each item below in E15 to E20
On -Site Buildings 6194232 square feet
On -Site Parking/Drives 109901 88 square feet
On -Site Sidewalks 831996 square feet
square feet
square feet
square feet
TOTAL 1 180164161 Cc= 008
% IMPERVIOUS 61 58% Pond Depth 6 0 TSS 85
SURFACE AREA CALCULATION
Rational ? If Rational is used put a
SA/DA 2 65% "1" in box E26 If not, leave it blank
Req SA 7746 square feet
Prov SA 8200 square feet [From plan Contours]
11WAI
Bottom 6 00 MSL
Perm Pool 12 00 MSL
Design Pool 1370 MSL
Design SA 9700 square feet
Req Volume 14731 cubic feet
Prov Volume 15215 1 cubic feet
Avg Head =
Flow Q2, cfs 0 085
Flow Q5, cfs 0 034
No of Orifices ODiameter, in
Q, cfs =
Pool Volume=
Forebay Volume=
Jed Volume=
Storm
081 ft
Area, in 283
Area, in2 1 13
25950
5190
5820
inches
1 75 Area = 2 405 in2
0 073 Drawdown 2 4 days
COMMENTS
Surface Area, Volume and Onfice are within Design Guidelines

r
Fax [phone]
Office 910 754 8029
November 19, 1999
East Coast
Engineering Company, P.A.
Consulting Engineers
Delivery By Hand
Ms. Linda Lewis
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Re Leland Baptist Church
Stormwater Plan Modification
DWQ Project Number SW8 981232
Dear Ms. Lewis:
4918 Main Street
Post Office Box 2869
Shallotte, NC 28459
E C E I V E
NOV 19 1999 D
PROi a EA'?,Z3Z ROO
The First Baptist Church of Leland currently has a low density development stormwater
approval for their initial phase of expansion The original approved stormwater
management plan was approved under the above referenced DWQ project number Since
the construction of future phases of the project will exceed the impervious surface
allowance under the low density approach, the enclosed plans have been prepared to
address a modified high density stormwater management plan which covers the project at
complete build -out The enclosed high density plan entails conversion of the previously
approved stormwater management systems from surface flow to a stormwater collection
and piping system, with treatment provided by a stormwater detention pond
Please find enclosed the following documents which constitute a high density
stormwater submittal for the ultimate "built -out' of this project
1 Two sets of Plan Sheets 1 thru 7,
2 Two copies of the hydrologic and hydraulic calculations,
3 One original and one copy of the executed "Stormwater Form",
4 One on coal and one copy of the Wet Detention Basin Supplement with executed
Operation and Maintenance Agreement, and,
5 A check in the amount of $420 00 to cover the required application fee
The board of trustees of the church are encouraged by the growth within their church
body, and have requested that we relay to you that they would appreciate any assistance
you could provide as related to your review and ultimate approval of this project

Ms. Linda Lewis Page 2 Leland Baptist Church
November 19, 1999 Modified Stormwater Plan
Please be aware that we are making the required Erosion and Sedimentation Control
submittal today under separate cover to Mr Dan Sams of the Land Quality Section
regarding the additional land disturbing activities associated with the enclosed high density
stormwater submittal
As always, your attention to this matter is greatly appreciated Please do note hesitate
to contact Mr Don Covil at our office should you have any questions or comments and we
will be happy to respond immediately
Sincerely,
Al wis, Vice President
Donald M Covil, P E
Enclosures
pc- Mr Leroy Taylor, First Baptist Church of Leland
File 99-0349 (Leland Baptist Church)

H J1 ri t
ti
y� r
r
tY� �

0
LELAND BAPTIST CHURCH
Leland, North Carolina
HYDROLOGIC AND HYDRAULIC CALCULATIONS
for
Erosion Control and Stormwater Management
November 1999
c
9499 0011t.
��1�, M �o
East Coast Engineering Company, P A
Shallotte, North Carolina
Sur""RMWATER
j�ECEIVED
uunnuuff NOV 19 1999
owa
PFIDJ a

LELAND BAPTIST CHURCH
DRAINAGE SUB -BASIN DATA
Sub -Basin
I D
Draina a Area
Rational
'C" Value
sf
ac
and
24400
0 5601
I 0 65
a
7920
0 1818
0 85
b
15260
0 3503
I 0 75
c
I 14860
0 3411
0 70
d
14670
0 3368
0 70
e
10180
0 2337
0 85
f
6170
0 1416
I 0 70
9
6310
0 1449
0 70
h
6500
0 1492
0 65
1
22340
0 5129
0 50
18630
0 4277
0 85
k
6890
0 1582
0 85
1
I 6210
0 1426
0 75
m
25590
0 5875
0 85
n
4670
0 1072
0 85
0
8470
0 1944
0 70
p
8100
0 1860
0 55
q
16610
0 3813
0 75
r
13540
0 3108
0 85
s
16470
0 3781
0 65
t
6820
0 1566
0 60
u
6050
0 1389
0 60
v
10240
0 2351
0 60
w
9750
0 2238
0 65
x
7510
0 1724
0 70

LELAND BAPTIST CHURCH
010 HYDROLOGY FOR STORM DRAINS AND CATCH BASINS
STORM
DRAIN OR
BASIN I D
CONTRIBUTING
SUB -BASINS
TOTAL
D A ac
WBGHTED
"C" VALUE
BASIN
RAINFALL
INTENSITY
(m1hr)
Of 0 PEAk
FLOWRATE
(cfs
LENGTH
ft
SLOPE
ft/ft
ADJ
FATCTOR
TIME OF
CONC tmm I
a thru x_
6 1
SD -POND
6 19
0 72
(time of concentration calculated by hand)
7 00
27 2
SDI
bcdfghilmnopgrstuvwx
528
068
1020
00050
-
050
622
64_
_
231
90
SD2
bcdfghi
19768
065
-
<50
70
SD3
c d h i
1 3400
0 8496
0 62
0 58
-
-
-
-
-
-
< 5 0
< 50
7 0
7 0
5 8
3 4
SD4
di
SD5
1 _
0 5129
0 50
-
-
< 5 0
7 0
1 8
SD6
Imnopgrstuvwx
32146
072
880
_
00040
050
600
67
155
SD7
f g
0 2865
0 70
-
-
-
< 60
7 0
1 4
SD8
g
0 1449
0 70
-
-
-
< 50
7 0
0 7
SD9
h
0 1492
0 65
-
-
-
< 50
7 0
0 7
SD 10
e I k
0 8196
0 85
-
-
-
< 50
7 0_
4 9
SDII
e k
0 3919
0 85
-
-
-
< 5 0
7 0
2 3
SD13 _
mn,o,pgrstuvwx
30721
072
-
-
-
<50
_
70
155
SD14
nopqrstuvwx
2 4846
0 69
-
-
-
< 50
_
7 0
12 0
SD15
opqrs,tuvwx
23774
068
-
-
-
< 5 0
70
113
SD16
pqrs
12562
072
-
-
-
< 5 0
70
63
SD 17
q r s
1 0702
0 74
-
-
-
< 50
7 0
5 6
SD18
deleted
SD 19
s
0 3781
0 65
-
-
-
< 5 0
7 0
1 7
SD20 _
t u v w x_ _
0 9268
_ 0 63
-
-
-
< 5 0
7 0
4 1
SD21
deleted
_
_SD22
vwx _
06313
065
-
-
-
<50
70
29
SD23 _
w x
0 3962
0 67
-
-
< 5 0
7 0
1 9
SD24
x
0 1 724 1
0 70 1-
-
< 5 0
7 0
_
0 8

LELAND BAPTIST CHURCH
010 HYDROLOGY FOR STORM DRAINS AND CATCH BASINS
C 1
e
0 1818 _
0 85
-
-
< 5 0
7 0
1 1
C2
b
0 3503
0 75
-
-
-
< 5 0
7 0
1 8
C3_
_ _ c _ _
0 3411
0 3368
0 70
0 70
- _
-
-
-
< 5 0
7 0
/ 7
C4
d
-
< 5 0
7 0
1 7
C5
_
0 5129
0 50
-
-
-
< 5 0
7 0
1 8
C6
deleted
_
_
_C7
f
01416
070
-----
-
< 5 0
70
07
C8
9
0 1449
0 70
— - -
-
< 50
7 0 ---
0 7
C9
h
0 1492
0 65
_
-
-
-
< 5 0
7 0
0 7
C10
1
04277
085
-
-
-
< 5 0
70
25
C 11
e k
0 3919
0 85
-
-
-
< 50
7 0
2 3
C12
1
01426
075
-
-
-
< 5 0
70
07
C13
m
05875
085
-
_
-
-
<50
70
35
C 14
n
0 1072
0 85
-
-
-
< 5 0
7 0
0 6
C15
o,q,t
0 7323
0 70
-
-
-
< 5 0
7 0
3 6
C16
P
01860
055
-
-
-
<50
70
07
C17
r
03108
085
_
-
-
< 5 0
70
1 8
C18
deleted
_-
C19
s _
0 3781
0 65
< 50
0
1 7
C20
deleted
_7
C21
u
0 1389
0 60
-
-
-
< 5 0
7 0
0 6
C22
v
0 2351
0 60
< 50
7 0
1 0
C23
_w _
0 2238
0 65
< 5 0
7 0
1 0
C24
X 1
0 1724 1
0 70
-
-
-
< 5 0
_
7 0
0 8

LELRND BflPTIST CHURCH - STORM OWN BOTH TRBLE
PROJECT NAME
Designer
Date
LELAND BAPTISTCHURCH
DMC
1118199
STRl1MRE ID
Pond SD
SDI
SD2
SD3
SD4
SD5"
SOB
SD7
SDS
SD9r
SDIO
SDII
SDl2
SD 13
FLOWRATE (cfs)
5 8
27 2
23 1_
9 0
_ 3 4
1 8
15 5
1 4
07
0 7
4 9
2 3
15 5
PIPE DIAMETER m
30
30
24
18
15
12
30
12
12 _
12
15
12
E
24
INVERT IN ELEV
45 0
16 4
18 0
192
19 7
20 5
17 1
21 1
21 7 _
22 0
16 8
17 8
E
17 7
INVERT OIfT ELEV
9 5
15 0
17 3
_ 18 0 _
19 2
20 0
16 4
20 7
21 1 _
21 3
160
168
T
E
17 1
—
—HOPE _—
D
—_ __ —
TYPE PIPE
FDPE
HOPE
HOPE
HOPE
HOPE
HDPE
HOPE
HOPE
FIDPE
FDPE
HOPE
FEE _
_MANNINGSNVALUE
0012
0012
0012
0012 _
0012
0012
0012
0012
0012
0012
0012
0012
0012
PIPE LENGTH It
140
140
115
235
95
_ 95
135
70
120
135
130
70
110
_
_ Ctl Dlschar a Coef
0 62
0 62
062
0 62
0 62
0 62
0 62
0 62
0 62_
0 62
0 62
0 62
0 62
_
RISER DIAMETER In
0
0
0
0
0
0
0
0
0
0
0
0
_p _
ill SER ELEVATION
0
0
0
0
0
0
0
0
0
0
0
0
_
_ WEIR ROW COEF
40
40
40
40 _
40
40
40
40
40
40
40
N—
40TAILWATER
ELEV
14 55
17 50
19 30
19 79
20 83
21 36
1890
21 70
22 10
22 30
17 25
19 47
--4
_ Pipe Area s0
9094
4 9094
3 1420
17674
12273
0 7855
4 9094
0 7855
0 ]855
0 7a55
1 2273
0 7855
3 1420
_ W,tted Pr nmoter (i0
7 855
7 855
6 284
4 713
3 9275
3 142
7 855
3 142
3 142
3 142
3 9275
3 142
_ _
6 2E4
_ _ HpdrauhL Radius
0 63
063
0 50
0 38
0 31
025
063
0 25
0 25
0 25
0 31
025
_
0 50
Pipe' Head (It)
1 76
1 27
0 49
1 04
0 53
0 42
0 57
0 22
0 07
008
1 28
059
_
1 42
Pipe Backwater Elev
1631
18 77
19 79
20 83
21 36
21 78
19 47
21 92
22 17
22 38
18 53
1912
20 89
Weir Head (It)
0 00
0 00
000
000
0 00
000
0 00
000
000
000
0 00
000
0 00
Weir Backwater Elev
0 00
000
0 00
000
0 00
0 00
0 00
000
000
0 00
0 00
000
000
ACCEPTED BW ELEV "' t16 37 18 77 19 79 r j ,,n20 83y=z,p,e2 P36' "" Y' 2,1-78 + �'x{B 47,E .,�p+� + '-'v .e'` e vU..i g�
j;1ai' qr"' -,21�92 `„ E-, 22 17 r .1 22 38-�yi p,,a„+f`^118 53 5, 19^12�rC'+'�rr�20 89jrr
T BW f Structure Elev 27 39 23 70 4 93 22 710 21 670 22 04 40 1 262,020
0 22 �23 03 2 50 23 20 23 03 �� 2I 20 57 210 60 20
162
8810
REFERENCE CMIEnotn ednn Referenm Manial pages}198620 TYPE41PIPEFLOW (submerged outlet) Is consewabvehr
assumed due to the fact Dal flood condnlons are being considered
N NYvv W p r] Ipr rmwN mY XDVE or [wxnY Sv mruN[Ynn IYnb� br Q.IP
GE VYnv Uu Ot}bp.Ynnbge TnYVv wLn Mam qY ^Y^^YMM mmYCa gcgNq wMn
TJn�br EbnMr TIY Ytl�W an�kp n qW b M CVYwVYr Yrnhn q Yy ppPrn rq pv rrvnl W arr�Y-n q yy anw iq qe En pp Jnnur 14n b pp bn twq mnuLMl
�v W4eb YII\Inl eM1Wvn n pxb

LEUNO 8flPTIST CHURCH - STORM ORRIN OflTR TOLE
__- SiAUCil1RE ID
SUM
SD15
SD16
SD17
SD 18
SD19
SD20
SD21
SD22
SD23
SD24
FLOWRATE (cam
12 0
11 3
1- 6 3
56
1 7
_ 4 1
2 9
1 9
O B
D
D
_ PIPE DIAMETER (I�
24
24
18
E
15
18
E
15
15
12
—24
L
__L
E
INVERT IN ELEV
18 2
19 1
19 5
20 2
E
20 5
19 3
20 3
20 7
21 0
INVERT Ol7T ELEV
_
T
T
E
17 7 _
18 2_
_19 1
19 5
E
20 2
_
19_1
199
20 3
20 7
HDPE
D
D
_ TYPEPIPE
FOPE
HDPE
FIDPE
HOPE
HOPE
FDPE
- FOPE
FOPE
MANNING VALUE
0012
0012
0012
0012
0012
0012
0012
0012
0012
PIPE LENGTH R
95
175
80
140
60
140
70
85
65
Ctl Discharge Coef
0 62
0 62
_ 062
0 62
0 62
0 fit
062
0 62
062
RISER DIAMETER in
0
0
0
0
0
0
0
0
0
RISER ELEVATION
0
0
0
0
0
0
0
0
0
WEIR FLOW COEF
40
40
4 0
4 0
40 1
4 0
4 0
4 0
4 0
_
TAILWATER ELEV
20 89
21 70
22 59
22 81
23 55
22 59
22 99
23 34
23 50
-Pipe Area (si)
3 1620
3 1420
3 1420
1 7674
1 2273
1 7674
_
1 2273
1 2273
0 7855
Welted Panmoler �11)
6 284
8 284
6 204
4 ] 13
3 9275
4 713
3 9275
3 9275
3 142
Hydraulic Radius
0 50
0 50
0 50
0 38
0 31
0 38
0 31
0 31
025
Pipe Head (ft)
0 82
089
0 21
0 74
_
0 11
040
0 34
0 16
0 07
Pipe Backwater Elev
21 70
22 59
22 81
23 55
23 66
22 99
_
2334
23 50
23 57
Weir Head (ft)
0 00
0 00
0 00
0 00
0 00
000
000
000
0 00
Weir Backwater Elev 0 00 0 00 0 00 000 0 00
ACCEPTED BW ELEV F1tY21=70, uu 22"59L`"2-2 81-�jQ%23 SS�r! ;,�i;23 6'6&
TBW i Structure Elev �21 00 I 20 311 20 59 0 25 0 66 I
0 00
—Wl 2'99x.?.'t@5„H1
20 29 -�
_ 0 00 000 0 00
23'3 ;; 1�1�q�,„23 50r sy 235'7,q„»
0 34 0 50 0 170

CATCH BASINS CALCULATIONS SUMMARY
Curb
Inlet
ID010
PeakHead
E
Allowable
@
ft
Minimum Value Required
at Allowable Head
T e Inlet
Neenah
Inlet
Selected
Orifice Flow
Open Area sf
Weir Flow
Perimeter ft
Flat
Concave
C1
1 1
0 35
0 39
1 61
X
R-3345
C2
1 8
0 30
0 68
3 32
X
I R-3345
C3
1 7
0 30
0 64
3 14
X
R-3345
C4
1 7
0 30
0 64
3 14
X
R-3345
C5
1 8
0 50
0 53
1 54
X
R 3403
C6
deleted
C7
0 7
I 0 40
0 23
0 84
X
R-3402
C8
0 7
0 40
0 23
0 84
X
I R-3402
C9
0 7
0 35
0 25
1 02
X
R_3402
C10
2 5
0 35
0 88
3 66
X
R-3403
C11
2 3
0 30
0 87
4 24
X
R-3345
C12
0 7
0 30
0 27
1 29
X
R-3402
C13
3 5
0 30
1 33
6 45
X
R-3348
C14
O 6
0 30
0 23
1 11
X
R-3402
C15
3 6
0 30
1 37
6 64
X
R-3348
C16
0 7
0 40
0 23
0 84
X
R-3402
C17
1 8
0 30
0 68
3 32
X
R-3403
C18
deleted
C19
1 7
0 40
0 56
2 04
X
R-3403
C20
deleted
C21
0 6 0 40
0 20
0 72
X
R-3402
C22
1 0 0 40
0 33
1 20
X
R-3403
C23
1 0 1 0 40
0 33
1 20 I X
I
_
R 3403
C24
0 8 1
0 40 I
0 26 I
0 96 1 X
I
R 3402

T
4 1
stings
CONCAVE GUTTER INLETS
R-3341 to R-3351 Series Concave ' ' , -
I Gutter Inlet Frames and Grates -
Heavy Duty
Catalog
Dimensions in inches
Wt
No
A
AA
I B
D
I DD
E
EEI
F
I 1
Lbs
R-3341
7'h
1 Ph
1'/a
8
11'h
15'/2
19
6
s:
85
R-3342'
111h
15
1
10
15
18
23
9'h
1
270
R-3344tt
13
24
2
13
24
23
34
9'h
1
26C
R-3345
15
26
1''h
12
26
20
34
6
1'/c
280
R-3346
15
38'h
111
16'h
40
23
47
7Vo
1
395
R-3347
22':
22i4
2V2
20'/a
20'h
36
D.
8
Vi
47C
R-3347 A
22 re
39s5
2
18'Fi
35'/.
29s4
46'h
6
1
810
R-3348
24
24
2
261/6
26'h
35
35
7
1
495
R-3350
28
28
1!/4
29
29
35
35
6
1s/
43C
R-3351t
28
28
1/i
29
29
35
35
6
1'
500
R-3350 Frame and Grate
R-J342 Frame and Grate
Also avadable with 30 diameter base
tFurmshed with openings parallel with gutter
tfGrate supported by lLgs -J—
® Not mcommended for bicycle traffic For safety standardsoo—
see pages 88 to 93
R-3349-A Concave Gutter Inlet
Frame and Grate
Heavy Duty
Total Weight 350 Pounds
i
l- 2B Ir 716

x
LZ
R-3402-3 Gutter Inlet Frames and Grates
Heavy Duty r j_A
pl �la
fEE5EE
_ _I
�E--+
Catalog Dimensions in inches Wt
No A B D E F I G H Lb
Square
R-3402 77%azll%a lYe ll�xll%a 77z17 a lY2xlys 75
R 3402E 24x24 lyi 2ax2a 29Yx29Y. 5 2%x6u, 1 3n0
Rectangular
R 3403 16Y.x22Y• 1'a/.e 16Yx22Y. 25x3044 57A INx4V.. 1 225
R-3403-A1 Gutter Inlet Frame and Grate `_"
Heavy Duty Total Weight 445 Pounds
Its _WTI
R-3403-F Gutter Inlet Frame and Grate
Heavy Duty
Total Weight 485 Pounds
R-3404-5 Gutter Inlet Frames and Grates
Heavy Duty A
11r� ter -�-,
m
Catalog Dimensions in inches Wt
No A B C 1 D 1 E F G H Lbs
R 34a4 21'/rx21'h I'h 20Ysx205L 229ax22%a w0 30ya 5' 242 '35a 275
R3" 23yax23yo 1'/a 22x22 2aa/x24Y 32%x32% 6 2;bx25y I 345
R 3404A 23 %ax23 %a 2 22s22 24%az24%a 32%ax321A 6% 2'/.x2'/a I%1a 460•
R 3404E 23yax23ya 2 22x22 24%ax24� 32'Az29 6ya 2'/.x2'/ 1%1a 440•
•5ame as R 3405 A except base flange on 3 sides only
-Also a.ailable wah Type E grin. See R 3588 E
Illustrating R 3402 E
Illustrating R-3405
;-
155

Q1O PIPE HYDRAULICS
PROJECTNAME'Leyland Baptist ptlst Church
---
Designer;
DMC/SMH
1 � ---
� -- --- -
Date
1 1 / 9 / 9 9
BACKWATER
STRUCTURE ID
SD -Pond
TYPE FLOW
HEAD
ELEV
I
I
FLOWRATE cfs
c,` -° 29 4
PPE
1 60
13 601
1
PIPE DIAMETER m
_,` 30
WBR
0 85
14 55
INVERT -IN ELEV
," 11 21
1--
ACCEPTED BACKWATER ELEVATION IS
THEHIGHEROFTHETWOCALCULATED
INVERT -OUT ELEV
= .,11 0
I
TYPEPIPE
a ` HDPE
I
I
MANNING'S N VALUE 0 012
1
PIPE LENGTH ft
35
I
I
_
I I
Cd (Discharge Coef
0 62
RISER DIAMETER m
36
Pipe Area sf 4 909375
1
I
1 I
RISER ELEVATION
` ",,13 701
1
Wetted Perimeter ft) 7 855
WEIR FLOW COEF
41
1Hydraulic
Radius 0 63
1
TAILWATER ELEV
v -12 0
REFERENCE CM Engineering Reference Manual pages 5-19 & 5 20 TYPE4 PIPEFLOW (submerged outlet) is conservatively
assumed due to the fact that flood conditions are being considered
N Values Use 0 12 for smooth wall HDPE or concrete See manufacturers literature for CMP
Cd Values Use 0 62 for square -edged openings unless know that opening will be rounded or projecting outward

STORMWATER POND DRAWDOWN CALCULATIONS
PROJECT NAME Leland Baptist Church
POND I D (Only one pond)
DESIGNER DMC/SH
DATE 11/17/99
NORMAL POOL
I elevation 12 00
I surface area
8200
sf
I
I
STORAGE POOL
I elevation 13 70
ft msl
I surface areal
9700
sf
I
I
I
ORIFICE
elevation 12 00
ft ms1
diameter
1 75
inches
# of ORIFICES
1
Time Increment for Drawdown
2
hr
Begin Water
Orifice
Incremental
Drop in Water
End_Water
Time Hr
0
Elev ft msl
13 70
Head ft
1 70
O cfs
0 1049
Vol(of)
755
Surface ft
0 0844
_
Elev _(Ltmst)
13 62
2
13 62
1 62
0 1022
736
0 07 55
_
13 54
4
13 54
1 54
0 0998
718
0 0752
13 46
6
13 46
1 46
0 0973
701
0 0738
13 39
8
13 39
1 39
60948
683
0 0724
13 32
10
13 32
1 32
0 0923
665
0 0710
13 25
12
13 25
1 25
0 0898
647
0 0695
13 18
14
13 18
1 18
0 0873
628
0 0680
13 11
16
13 11
1 11
0 0847
610
0 0664
13 04
18
13 04
1 04
0 0821
591
0 0648
12 98
20
12 98
0 98
0 0795
573
0 0632
12 91
22
12 91
0 91
0 0769
554
0 0615
12 85
24
12 85
0 85
0 0743
535
0 0597
12 79
26
12 79
0 79
0 0716
516
0 0580
12 74
28
12 74
0 74
0 0690
497
0 0561
12 68
30
12 68
0 68
0 0663
477
0 0542
12 63
32
12 63
0 63
0 0636
458
0 0523 1
_
12 57
34
12 57
0 57
0 0609
438
0 0503
12 52
36
12 52
1 0 52
0 0581
419
0 0483
12 47
38
12 47
1 0 47
0 0554
399
0 0463
12 43
40
12 43
0 43
0 0526
379
0 0442
_
12 38
42
12 38
0 38
0 0498
359
0 0420
_
12 34
44
12 34
0 34
0 0470
339
0 0398
12 30
46
12 30
0 30
0 0442
318
0 0376
12 26
48
12 26 1
0 26
0 0414
298
0 0353
12 23
50
12 23
0 23
0 0385
277
0 0330
12 20
52
12 20
0 20
0 0356
256
0 0306
12 17
54
12 17
0 17
0 0327 1
236
0 0282 1
12 14
56
12 14
0 14
0 0298
215
0 0258
12 11
58
12 11
0 11
0 0269
193
0 0233
12 09
60
12 09
0 09
0 0239
172
0 0208
12 07
62
12 07
0 07
0 0209
150
0 0182 1
12 05
64
12 05
0 05
0 0178
128
0 0156
12 03
66
12 03
0 03
0 0147
106
0 0129
12 02
68
1202
002
00116
83
00101
1201
70
12 01
0 01
0 0083 1
60
0 0073
12 00

FOREBAY VOLUME COMPARED TO TOTAL POND VOLUME
ELEVATION
SURFACE AREA S
INCREMENTAL VOLUME C
ACCUMULATED VOLUME C
FT MSL
FOREBAY
MAIN POND
FOREBAY
MAIN POND
FOREBAY
MAIN POND
6
2023
2203
0
2203
7
504
2384
613
2578
613
4782
8
722
2772
847
2979
1460
7760
9
972
3186
1 114
3405
2574
11165
10
1255
3625
1413
3858
3987
15023
11
1 1570
4090
1833
5108
5820
20131
12
2095
6125
2271
6333 I
8090
26464
13
2446
6541
1827 1
4736
9917
31200
13 7 i
2773
6992
FOREBAY VOLUME/TOTAL POND VOLUME = 0 241

PROJECT NAME
Leland First Baptist
CHANNEL I D
Vegetated filter downstream of SW Pond outlet
Designer
ONC
Date 11/18/99
22MP(/7ED O (CFS)
Target O (cfs)
294
29 7
Left Bank Sloe HN
3
Right Bank Slo a HN
3
Bottom Witlth ft
5
Manning' n
003
Channel Sloe ft/ft
0004,
FLOW DEPTH
1 23
AVERAGEVELOCITY FPS
278
Flow Area (s/)
10 6887
Wetted Perimeter (R)
12 779
Hydraulic Radius (R)
0 836

a
STORMWATER DETENTION POND CALCULATIONS SUMMARY
Project Name Leland Baptist Church
Designer DMC/SMH Date 11/16/99
Area Draining to Pond ADP
-Contingencyfor
Current Proect
292600
SF
6 717jAC
Future Growth
SF
0 000JAC
Total
292600
SF
1 6 717JAC
Built -Upon Area BUA
Current Project
Buildings
61930
SF
1 422
AC
Parkin Roads
109900
SF
2 523
AC
Walkwa
8340
SF
0 191
AC
Contin enc for Future Growth
SF
0 000
AC
Total
180170JSF
4 136JAC
I
IBUA/ADP
I
1
0 6161
j
i
--
Runoff from 1" Rainfall
147321CF
185%
or 90% TSS Removal
85I
1
Pond Depth
6
FT
�SA/ADP
Ratio
0 0265
Water Surface Areas
Minimum Re cared at Normal Pool
I
77541SF
Amount Proposed at Normal Pool
I
8200
Sc
Amount at Storage Pool
I
9700
SF
Elevations
Bottom
6 I
FT MSL
Normal Pool
121
FT MSL
Storage Pool
13 71
FT MSL
Flood Pool 1
14 7
FT MSL