SW8081114_HISTORICAL FILE_20101223

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 d 21114
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
1-0\0 \113
YYYYMMDD

4
'Q;s r
NC®ENR
North Carolina Department of Environment and
Beverly Eaves Perdue
Governor
December 23, 2010
Mr. Jeff Beaudoin
PO Box 538
Hampstead, NC 28443
Division of Water Quality
Colleen H. Sullins
Director
Natural Resources
Subject: State Stormwater Management Permit No. SW8 081114
Hampstead Lifestyle Center
High Density Subdivision Wet Pond Project
Pender County
Dear Mr. Beaudoin:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for Hampstead Lifestyle Center on December 22, 2010. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We
are forwarding Permit No. SW8 081114 dated December 23, 2010, for the construction of the
subject project.
This permit shall be effective from the date of issuance until April 2, 2019, 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 within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150E 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
Kelly Johnson, or me at [phone].
Sincerely,
dtZcott
Stormwater Supervisor
Division of Water Quality
GDS/kpj: S:\WQS\STORMWATER\PERMIT\081114 dec10
cc: Garry Pape, PE
Inspector, Pender County Inspections
Division of Coastal Management
Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 1��One 1. Phone [phone] FAX [phone] Customer Service: 1-877-623.6748 L y Q Ctr ! Caroli n a
Internet. vnnv.ncwateryuality.org Jhatur�rllJ
An Equal Oppodumty 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 081114
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Jeff Beaudoin
Hampstead Lifestyle Center
Country Club Road, Hampstead, Pender County
FOR THE
construction, operation and maintenance of one wet detention pond in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter separately
and collectively 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 April 2, 2019 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 of this permit. The subdivision is permitted for
the phased development of Hampstead Lifestyle Center, Outparcel #1 and
Outparcel #2 to drain to the pond described in Section 1.8 of this permit. This
subdivision is also permitted for two additional parcels, Parcel B and Parcel C,
which are not permitted to drain to the pond described in Section 1.8 of this
permit. The owner of each of these parcels, Parcels B and C, must provide an
engineered stormwater Best Management Practice (BMP) that is sized to store
and treat the runoff from their parcel as well as any area that drains to their
parcel as offsite drainage, per the applicable North Carolina Stormwater rules
found in NCAC 2H.1000 and SL 2008-211.
3. The runoff from all built -upon area within the permitted drainage areas of this
project must be directed into the permitted stormwater control systems. The wet
pond has been designed to treat the runoff from 273,630, square feet of Built -
Upon Area.
Page 2 of 11

State Stormwater Management Systems
Permit No. SW8 081114
4. A 50' wide vegetative buffer must be provided adjacent surface waters,
measured horizontally from the normal pool of impounded structures, the banks
of each side of streams and rivers and the mean high water line of tidal waters.
The wet detention pond may not be located within the buffer and no built -upon
area is allowed within the buffer.
5. Each lot within the subdivision whose ownership is not retained by the permittee,
must submit a separate Offsite Stormwater Management Permit application
package to the Division of Water Quality and receive a permit prior to any
construction on the lot.
The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Lot BUA, ft2:
Roads/Parking, ft2:
Sidewalks, ft2:
Other, ft2:
Future, W.
Offsite, ft2:
c. Average Pond Design Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP, ft2:
h. Permitted Temporary Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL:
j. Predevelopment 1 yr-24 hr. discharge rate, cfs:
k. Controlling Orifice:
I. Orifice Flowrate, cfs
m. Permanent Pool Volume, ft3:
n. Forebay Volume, ft3:
o. Maximum Fountain Horsepower:
p. Receiving Stream / River Basin:
q. . Stream Index Number:
r. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
11.8
514,138
0
273,630
53,500
125,000
630
15,500
79,000
0
3.5
90%
1.5
26.7
36,330
79,406
28.5
0.258
3.0"0 pipe
0.18
108,614
23,152
1/3
UT to Old Topsail Creek
Cape Fear
18-87-12
"SA" (outside half mile)
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
The permittee is responsible for routine monitoring of the project's built -upon
area and verifying that the built -upon area for the entire project and for each lot
does not exceed the maximum allowed by this permit. Once the lot transfer is
complete, the lot owner may not increase the built -upon area above the permitted
maximum for that lot without approval from both the permittee and the Division of
Water Quality. The permittee shall not approve any requests for additional built -
upon area on any lot without first submitting for and receiving a permit
modification from the Division.
Page 3 of 11

State Stormwater Management Systems
Permit No. SW8 081114
3. The permittee must maintain compliance with the overall BUA limit for the project
established by this permit, the permit documents and the recorded deed
restrictions. If any lot is found to have exceeded the permitted BUA limit for that
lot without the approval of the Division and the permittee, the permittee shall
notify the lot owner in writing and require resolution.
4. If an Architectural Review Board or Committee is set up by the permittee to
review new and modified lot plans for compliance with the BUA limit, the plans
reviewed must include all proposed built -upon area. Any approvals given by the
Board or Committee on behalf of the permittee do not relieve the permittee or the
lot owner of the responsibility to maintain compliance with the BUA limit
established by the permit and in the recorded deed restrictions.
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 minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
6. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
7. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further development, subdivision, acquisition, or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
8. Prior to the construction of any permitted future development areas shown on the
approved plans, the permittee shall submit final site layout and grading plans to
the Division for approval.
9. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
10. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
11. 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.
Page 4 of 11

State Stormwater Management Systems
Permit No. SW8 081114
12. 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.
13. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
14. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
15. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The project and the stormwater facility must be in compliance with all
permit conditions. Any items not in compliance must be repaired, replaced or
restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
17. If the permanent pool volume is greater than 30,000 cubic feet, a decorative
spray fountain will be allowed in the stormwater treatment system, subject to the
following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
C. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/3.
18. If permeable pavement credit is desired, the permittee must submit a request to
modify the permit to incorporate such language as required by the Division of
Water Quality. The request to modify must include a soils report identifying the
type of soil, the Seasonal High Water Table elevation and the infiltration rate.
Upon the successful completion of a permit modification, the individual lot owners
that request to utilize permeable pavements shall submit the necessary forms
and documentation to the permittee, or a designated agent, and receive approval
prior to construction of the permeable pavement.
Page 5 of 11

State Stormwater Management Systems
Permit No. SW8 081114
19. Prior to the sale of Outparcel 1 or 2, the following deed restrictions must be
recorded for Outparcels 1 and 2:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 081114, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
c. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area for Outparcel 1 is 35,000 square feet. The
maximum built -upon area for Outparcel 2 is 44,000 square feet. This
allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front
lot line and the edge of the pavement.,Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina
and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be accomplished through providing roof drain gutters,
which drain to the pond or street, grading the lot to drain toward the street
or directly into the pond, or grading perimeter swales and directing them
into the pond or street.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit
prior to any construction on the lot.
j. If permeable pavement credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction of BUA.
20. Prior to the sale of Parcel B or C, the following deed restrictions must be
recorded for Parcels B and C:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 081114, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
c. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
Page 6 of 11

State Stormwater Management Systems
Permit No. SW8 081114
f. In lieu of a common Best Management Practice to be shared by all of the
lots, the declarant has opted to require each owner of an individual lot to
provide an engineered stormwater Best Management Practice (BMP) that
is sized to store and treat the runoff from that lot and from any offsite
drainage onto that lot, per the applicable North Carolina Stormwater rules
found in NCAC 21-1.1000, or SL 2008-211 or SL 2006-246.
g. The owner of each lot must submit a stormwater management permit
application to the NC Division of Water Quality and receive a permit prior
to any construction on the lot.
h. At a minimum, all runoff on the lot must drain into the permitted system.
This may be accomplished through one or a combination of one or more
of the following: providing roof drain gutters which direct runoff into the
system; grading the lot such that the runoff drains into the system; and/or
grading perimeter swales which capture and direct runoff into the system.
Any drainage entering the lot from the road right-of-way must be treated in
the lot's proposed BMP. Any other drainage entering the lot from outside
the lot's property boundary, can be rerouted around the lot's proposed
BMP. If the other offsite drainage is not rerouted, it must be accounted for
in the lot's proposed BMP.
21. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
- deed book number and page, and the stamp/signature of the Register of Deeds.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
At least 30 days prior to the sale of the property in whole or in part, a change of
ownership, or a name change of the permittee or of the project, or a mailing
address change, the permittee must submit a completed and signed
Name/Ownership Change form, to the Division of Water Quality, accompanied by
the supporting documentation as listed on the form. The approval of this request
will be considered on its merits and may or may not be approved. .
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit. Neither the sale of
the project in whole or in part, nor the conveyance of common area to a third
party constitutes an approved transfer of the permit.
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.
4. 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) having jurisdiction.
5. 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.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
Page 7 of 11

State Stormwater Management Systems
Permit No. SW8 081114
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 23`d day of December 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
By Authority of the Environmental Management Commission
Permit Number SW8 081114
Page 8 of 11

State Stormwater Management Systems
Permit No. SW8 081114
Master Permit No. SW8 081114
Lot #
Drains To
Offsite Permit
Date Issued
Offsite Project Name
Allocated
Proposed
from
No.
BUA
BUA
Master
Permit
Pond
Permitted
To be
To be
To be
1
Under
To be Determined
35,000
Determined
Determined
Determined
SW8
081114
Pond
Permitted
To be
To be
To be
2
Under
To be Determined
44,000
Determined
Determined
Determined
SW8
081114
Individual
BMP
B
Required
for Lot
Individual
BMP
C
Required
for Lot
Page 9 of 11

State Stormwater Management Systems
Permit No. SW8 081114
Hampstead Lifestyle Center
Stormwater Permit No. SW8 081114
Pender County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(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 a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 10 of 11

State Stormwater Management Systems
Permit No. SW8 081114
Certification Requirements: Page 2 of 2
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. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Inspector Pender County Building Inspections
Page 11 of 11

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
-7 '7
P
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
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
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Hampstead Lifestyle Center
2. Location of Project (street address):
City:Hampstead County:Pender Zip:28443
3. Directions to project (from nearest major intersection):
From Us Hwy 17 north turn right onto Country Club Road Site is 1.3 Miles on the left
4. Latitude:34° 23' 30" N Longitude:77° 39' 50" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8081114 , its issue date (if known)04/02/2009 , and the status of
construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 12.00 ac of Disturbed Area
0404/401 Permit: Proposed Impacts
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:Hampstead Lifestyle Center/PENDE-2011-006/09/29/2010
NOV 18 2010
FormSWU-101 Version07July2009 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/ Organization: leff Beaudoin
Signing Official & Title:ieff Beaudoin - Owner
b.Contact information for person listed in item I above:
Street Address:PO Box 538
City:Hampstead
Mailing Address (if applicable):
City:
Phone: (910 ) 547-3781
Email:
State:NC Zip:28443
State: Zip:
Fax: (910 ) 790-5917
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zi
Mailing Address (if applicable):
City: State: Zi
Phone: ( 1- __- Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State:
Form SWU-101 Version 07July2009 Page 2 of

Phone:
Fax:
4. Local jurisdiction for building permits:
Point of
IV. PROJECT INFORMATION
Phone #:
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
wet detention basin
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 28.55 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Aree:28.55 acres
Total project area shall be calculated to exclude the followin the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward fron the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal zetlands landward of the NHW (or MHW) Iune may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 53.2 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
NOV 2 2 2010
Form SWU-101 Version 07July2009 Page 3 of

Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
UT to Old
Topsail
Creek
Stream Class *
SA
Stream Index Number *
18-87-12
Total Drainage Area (so
514,138
On -site Drainage Area (so
514,138
Off -site Drainage Area (so
Proposed Impervious Area** (so
273,630
% Impervious Area** total
53.2
Impervious— Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
53,500
On -site Streets (so
On -site Parking (so
125,000
On -site Sidewalks (so
630
Other on -site (so
15,500
Future (so
79,000
Off -site (so
Existing BUA*** (so
Total (so:
273,630
Stream Class and Index Number can be determined at: Itttp://h2o.enr.state. natts/bnns/reports/reportsWB.htnd
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DWQ Central Offrce staffto check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS RF, 'I?
The applicable state stormwater management permit supplement and operation andd``m'arntenance &M) forms
must be submitted for each BMP specified for this project. The latest versions of the foV�rt� ci nSbee�downloa ied
from htto://h2o.enr.state.nc.us/su/bmD IV I
forms.htm.
VI. SUBMITTAL REQUIREMENTS IPY'
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://h2o.enr.state.nc.us/su/bmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map athqp://h2o.enr.state.nc.us/su/msi maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from htW://h2o.enr.state.nc.us/su/bmp forms.htm.
Ini ' s
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below) �_ t,
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M I `l/
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
Form SWU-101 Version 07Ju1y2009 Page 4 of 7

- and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/2 mile of the site boundary, include the
mile radius on the map. _(\
7. Sealed, signed and dated calculations. �!
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: S�
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"Al" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, (910) 796-737&)
10. A copy of the most current property deed. Deed book: 3523 Page No: 295
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC 1
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:/ /www.secretary.state.nc.us/Corporations/CSearch.aspx
RECEIVED
NOV 1 � 2010
BY:
Form SWU-101 Version 07July2009 Page 5 of 7

VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://h2o.enr.state.nc.us/su/bmp forms.htmkdeed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Garry S. Pape. P.E.
Consulting Firm: GSP Consulting
Mailing Address:6626 Gordon Road, Unit C
City:Wilmington State:NC Zip:28411
Phone: (910 ) 442-7870
Email:[e-mail]
Fax: (910 ) 799-6659
IX. PROPERTY OWNER AUTHORIZATION (if Contact Inforniation, item 2 has been filled out, complete this
section)
1, (print or hjpe name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or hlpe name of person
listed in Contact Information, item la) with (print or hjpe name of organization listed in
Contact Infornmtion, item Ib) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
RECEIVED
NOV 18 2010
BY:
Form SWU-101 Version 07Ju1y2009 Page 6 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of , County of
do hereby certify that
before me this _ day of
personally appeared
, and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item 2) leffrey 1 Beaudoin
certify that the information included on this permit 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 the
applicable stormwater rules under 15AA NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: �. /y`�1/�� Date:
I, 1'GOL t � ��5 • 1L a Notar Public for the State of lyoeT 4 6a4l t Countyof
N r✓W l*L,vww�y�ssr , do hereby certify that 5� � ? V�� ✓� personally appeared
Y before me this day of Ala, Vera 6-r , ZOO, and 4knowledge the dQe execution of the application for
a stormwater permit. Witness my hand and official seal,
....enenmm...
S
NOTARY
PUBOO
SEAL
My commission expiresy'j'13 12A is-
7
CEIVED
ov 18 2010
__—.
Form SWU-101 Version 07July2009 Page 7 of 7

1-'a lkitt`r—,
General Data: Impervious, Drainage Area and Volume
PROJECT NUMBER: SW8
081114
Reviewer:
K Johnson
DRAINAGE BASIN:
Cape Fear
Current Date
23-Dec-10
Original Run Date:
13-Dec-10
DA Number
1
2
3
4
5
6
7
8
9
10
BMP Type
Wet Pond
No BMP In
DA
No BMP in
DA
No BMP In
DA
No BMP in
DA
No BMP in
DA
No BMP in
DA
No BMP in
DA
No BMP in
DA
No BMP 'n
DA
Receiving Stream
UT Om
Td,a l
Creek
Stream Index
18-87-12
Class
Impervious Area
Proposed Impervious ALL IMPERVIOUS Total ftd
SA
273,630
0
0
0
0
0
0
0
0
0
Onsite Buildm s
53,500
Onsite Streets
Onsite Parking
125,000
Onsite Sidewalks
630
Onsite Other
15,500
Future
79,000
Offsite
Existing
Prewoust -Permitted Impervious Old Rule, ft2
0
0
0
0
0
0
0
0
0
0
Onsite Buildings
Onsite Streets
Onsite Parkin
Onsite Sidewalks
Onsite Other
Future
Offsite
Exlshn
Proposed Impervious. Sub ect to 2008/Phil Rule. ft'
Drainage Area
273,630
0
0
0
0
0
0
0
0
0
Drainage Area Previousiv Permitted ft2
514,138
0
0
0
0
0
0
01
0
0
Onsite ft'
514,138
Offsite ft2-
0
Drainage Area Not Prev. Permitted (or DA Added), ft'
0
0
0;#DIV/01#DiV/01
0
0
0
0
0
0
Onsite. ft'
0
' Offsite ft2.
0
Drainage Area ust for Excel If/Then Statements ft2
514.138
0
00
0
0
0
0
0
Is New DA BeingAdded Y or N
N
Drainage Area Sub ect to Old Rule f[z
0
0
00
0
0
0
0
0
Drainage Area, Subject to New Rule, ft2
514.138
0
00
0
0
0
0
0
Drainage Area,,,,,, Subject to (New+Old) Rule, ft2
514,138
0
00
0
0
0
0
0
Percent Impervious Overall, per DA
53 22%
#DIV/OI
#DIV/Oi/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DiWOi
Volume Required
Volume Re uired Old Rule ft'
0
Rvvoslo,,,¢iovmr„t, Old Rule
#DIV/01
#DIV/01
#DIV/Oi
1
#DIV/01
#DIV/01
#DIV/0!
#DIV/01
#DIV/01
Desi n Storm. Old Rule. in
1 5
Volume Re uired New Rule ft'
33,997RvweDe�emvmvm,
New Rule005
0.05
00505
005
005
005
005
005Rvvo,t
oiNew Rule
053
0.05
00505
005
005
005
0.05
005
Desi n Storm. 1 5 in
1 5
1 5
1.5.5
1 5
1 5
1 5
1 5
1 5
Design Storm, 1 r24hr. in
380
Subject to SA7 Y 0r N
IN
Required% ' ft
33.997
0
0
0
0
0
0
0
0
0
Volume Regwredlyrzar„ ft
77,985
0
0
0
0
0
0
0
0
0
Volume Required Total Old+New Rule ft'
33,997

Wet Ponds
PROJECT NUMBER: SW8
081114
Reviewer:
K Johnson
DRAINAGE BASIN:
Cape Fear
Current Date
23-Dec-10
Original Run Date:
13-Dec-10
DA Number
1
2
1 3
4 5
6
7
8
9
to
BMP Type
Minimum Surface Area
Wet Pond
No BMP in
DA
No BMP in
DA
NOBMPrn Norf
DA DA
Fe BMPin
DA
No BMP rn
DA
NO BMP in
DA
NO BMP in
DA
NO BMP in
DA
Aimpervious
532%
#DIV/01
#DIV/0!
#DIV/01 #DIV/Oi
#DIV/0I
#DIV/Oi
#DIV/01
#DIV/01
#DIV/O!
Lower Impervious
500%
#DIV/01
#DIV/01
#DIV/O'
#DIV/01
#DIV/0I
#DIV/01
#DIV/01
#DIV/01
#DIV/01
Upper Impervious
600%
#DIV/01
#DIV/01
#DIV/01
#DIV/Oi
#DIV/01
#DIV/01
#DIV/Oi
#DIV/0l#
TSS 85 or 90
90
Lower SA/DA
50
#DIV/0I
#DIV/01
#DIl
#DIV/01
#DIV/Oi
#DIV/0l
#DIV/01
#DIV/0i
#DIVIOi
Upper SA/DA
60
#DIV/01
#DIVIOl
#DIV/0!
#DIV/0l
#DIV/0,
#DIV/0I
#DIV/Oi
#DIV/0l
#DIV/01
SA/DA ratio
5 3
#DIV/O!
#DIV/0I
#DIV/01
#DIV/0I
#DIVIOI
#DIV/01
#DIV/Oi
#DIV/0!
#DIV/Oi
PP Surface Area req,
Storage Calculations
27,363
#DIV/01
#DIV/0I
#DIV/Oi
#DIWO1
#DIV/0I
#DIV/01
#DIV/0I
#DIV/01
#DIV/0I
Elevation, To of Sediment bottom ontl ,fmsl
22.00
Elevation, Bottom of shelf, fmsl
2620,
Elevation, Permanent Pool, fmsl
26701
Elevation, To of Shelf. fmsl
27 20
Elevation, TempPool, fmst
28 50
Area, Top of Sediment bottom pond) . ft'
13,495
Area, Bottom of Shelf, ft
31,844
Area, Perm Pool, ft2
36,330
Area, Top of Shelf, h2
41.099
Area, Tem Pool,
49,412
Volume Provided(Temp Pool), DWQ Calculated. ft'
78,190
0
0
0
0
0
0
01
0
0
Volume Provided(Temp Pool), Provided Per Consultant, ft'
79,406
Volume Required(Temp Pool), DWQ Caieul.rad, ft
33,997
Consultant Re oRed Enough Provided Volume9
Y
Consultant Provided Enough Volume9
Y
Average Depth Option 1 or Option 2 Enter 1 or 2 7
2
Average Depth Provided, ft
3 5
Avera a Depth - OPTION 1 -, DWQ Calculated, ft
3 09
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/Ot
#DIV/OI
#DIV/01
#DIVIOI
#DIV/011
Average Depth - OPTION 2 -, DWQ Calculated, ft
Foreba Volume
3 51
#DIV/O1
#DIwoI
#DIV/0I;#VALULI
#DIV/Ot
#DIVI01
#DIV/Oi
#DIV/0I
#DIV/01
Permanent Pool Volume, ft'
112,255
0
0
0
0
0
0
0
0
Foreba Volume, Required, ft'
22.451
0
0
0
0
0
0
0
0
Foreba Volume, Provided, ft
23.152
Percent of Permanent Pool 18-22%is Target)
21%
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/Oi
#DIV/0�
#DIV/01
#DIV/01
Max Pump, hp
Drawdown
1/3
NIA
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Av era a Head, If
0.56
000
000
000
0.00
000
000
000
0 00
Average Flow Qz, ft'/sec
0197
#VALUE'
#VALUE'
#VALUES
#VALUE)
#VALUE,
#VALUEf
#VALUE'
#VALUEi
Average Flow Qs, ft/sec
0079
#VALUES
#VALUE'
#VALUEIJ
#VALUES
#VALUE!
#VALUE,
#VALUES
#VALUE'
#VALUE'
Qi Area, in
7.874
#VALUE'
#VALUEi
#VALUE'
#VALUE[
#VALUE!
#VALUE'
#VALUEt
#VALUE'
#VALUE,
Qs Area, m`
3150
#VALUE'
#VALUE'
#VALUE,
#VALUE'
#VALUE'
#VALUE1
#VALUE]
#VALUE'
#VALUE'
No. of Orifices
1
Orifice Diameter, in
3 00
Orifice Area, m'
7 069
0 000
0 000
0.000
0 000
0 000
0 000
0 000
0 000
0 000
Weir Height, in
Weir Length, in.
Weir
#DIV/01
#DIV/01
#f
#DIV/01
#DIV/O!
#DIV/01
#DIV/01
#DIV/01
#DIV/01
#DIV/01
Weir L, Effective Len th, ft
-0 112
0 000
0 000
0 000
0 000
0.000
0 000
0.000
0 000
0 000
Average Onfice Flowrate Q ft'/sec
0 177
0.000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
Runoff Coefficient Cc
0.250
0 250
0 250
0 250
0 250
0 250
0 250
0 250
0.250
0 250
7 yr 24 hr rainfall depth, m
3801
1 yr 24 hr Intense in/hr
0 1581
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0.000
0 000
1 yr 24 hr Pre -Development (0). ft'/sec
0 1671
0 000
0000
0000
0 000
0 000
0 000
0 000
0 000
0 000
Av Orifice flow<Pre Q7
OK
N
N
N
N
N
N
N
N
N
Drawdown, days.
Soils Report Data
2.23
#VALUE!
#VALUE!
#VALUES
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
#VALUE!
Ground Elevation at Boring in Soils Report. fmsf
28 76
Distance Ground to SHWT per Soils Report, in
1900
Distance Ground to SH AT per Soils Report, it
1 58
000
0.00
000
000
0.00
0 00
0001
0001
000
SHWT Elevation. DWQ Calculated, fmsl
27 18
0001
0001
000
000
000
000
000
000
0 00
SHWT Elevation, Reported by Consultant, fmsl
27 18
Distance SHWTtO PP, it
Design OK if Or_ Value <= 0 5
048
000
000
000
000
000
0.00
000
000
000
Permanent Pool Elevation, fmsl
Pump
Max HP
2670
V3
000
N/A
0 00
N/A
0 00
N/A
0 00
N/A
0 00
N/A
000
N/A
000
N/A
000
N/A
0 00
N/A

Bottom
D
TP
Wet Pond
Use to Find Areas/Volumes if the Engineer Reports the Main Pond and Forebay Separately
Basin
Forebay
Total
Contour
El
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
Contour
El
I (ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
Contour
El
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
22.0
13,495
0
Om
22.0
13,495
0
0
23.0
15,360
14,428
14,428
23.0
15,360
14,428
14,428
24.0
17,291
16,326
30,753
24.0
6,213
0
0
24.0
23,504
16,326
30,753
25.0
19,2891
18,290
49,043
25.0
7,951
7,082
7,082
25.0
27,2401
25,372
56,125
26.0
21,354
20,322
69,365
26.0
9,715
8,833
15,915
26.0
31,069
29,155
85,280
26.2
21,774
4,313
73,677
26.2
10,070
1,978
17,894
26.2
31,844
6,291
91,571
26.7
25,3661
11,785
85,462
26.7
10,964
5,259
23,152
26.7
36,330
17,044
108,614
27.0
39,370
11,355
119,969
28.0
48,017
43,694
163,663
28.5
49,412
24,357
188,020
Volume Provided: 79,406 (This matches the engineer's number. The other sheet uses my interpolated area at 27.2.
Interpolating SA at 27.2: 41,099

Johnson, Kelly
From: Garry Pape [[e-mail]]
Sent: Wednesday, December 22, 2010 9:18 AM
To: Johnson, Kelly
Subject: RE: Community Aquatic Lifestyle Center
I'll get you the revised info within an hour I changed the sheet numbers because I made the Site Plan 2 sheets instead of
1 to make things more clear. So I just eliminated Sheet C-3 and turn it into Sheets C-3.1 & C-3.2 and made Sheet C-3 1
Sheet C-3.3. Thanks. - Garry
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Wednesday, December 22, 2010 8:48 AM
To: Garry Pape
Subject: FW: Community Aquatic Lifestyle Center
Garry,
There is one more thing for this permit, but it is a simple fix. The required volume (33,997cf) has to discharge in 2-5days
rather than the provided volume (79,406cf). A 3.5" orifice would draw down the provided volume in this timeframe, but
the required volume would discharge in only 1.6 days. I attached my calcs on this, and I think that you could use a 2.0-
3.0" pipe and get the required drawdown time.
1.) Please update the necessary items (plan, supplement, calcs, and any other info) where the orifice size effects the
data.
2.) Also, I just want to verify the numbers of the pages of the full set of plans. The November set had a sheet C-3.
This set has C-1, C-2, C-3.1, C-3.2, C-3.3, C-4, C-5, and C-6 (no sheet C-3). Should I add C-3 from the previous set
to this set, or is it no longer necessary?
This isn't actually due until 1/13 so I thought I would just send an email rather than a formal letter requesting this
change. If I don't receive it by 1/13 1 will send a formal letter. I have already written the permit. I just need to put a
date on it when I hear back from you.
Thanks, and have a great holiday!
Kelly
From: Johnson, Kelly
Sent: Tuesday, December 14, 2010 3:21 PM
To: 'Garry Pape'
Subject: RE: Community Aquatic Lifestyle Center
Gary,
Please submit the hard copy.
Thanks,
KJ
From: Garry Pape [mailto:[e-mail]]
Sent: Tuesday, December 14, 2010 3:18 PM
To: Johnson, Kelly
Subject: RE: Community Aquatic Lifestyle Center
Kelly

Thanks for the quick review and comments I will try to get you the revised plans in the next day or so. Do you need a
hard copy of the plans or can we just do pdf's right now and once everything is good I'll get you revised prints for your
files. Thanks. - Garry
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Monday, December 13, 2010 2:56 PM
To: Garry Pape
Subject: FW: Community Aquatic Lifestyle Center
Garry,
Please see the attached add info which will be mailed today. It is all pretty easy.
KJ
From: Garry Pape [mailto:[e-mail]]
Sent: Friday, -November 19, 2010 2:52 PM
To: Johnson, Kelly
Subject: RE: Community Aquatic Lifestyle Center
Here is the plan sheet I forgot to attach to the last e-mail
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Friday, November 19, 2010 9:12 AM
To: Garry Pape
Subject: Community Aquatic Lifestyle Center
Garry,
We received this application, and I went through it this morning. I have a few questions for you:
1.) Project Area: The site is currently permitted to 28.55ac all treated by a single pond. It appears that you intend
to still cover the entire 28.55ac project under this permit number, but instead of having the whole thing drain to
a single pond you want to have only 11.8acres (514,138sf) of the site drain to the pond. Is that correct? If that
is the case, then the property area on the application (Section IV, 4) should be 28.55ac. If this is correct I will
make and initial the change to the application if you authorize me to do so. Otherwise, you would have to get a
separate permit for the area in excess of 11.8ac.
2.) Deed Restrictions: It also looks like you intend to subdivide two outparcels in the 11.80ac that will drain to the
pond because you have submitted deed restrictions for those two parcels. The remaining area that does not
drain to the pond is shown to be Parcel B which is 11.78ac.
a. Totaling 28.55ac: If the area that will drain to the pond is 11.78ac and Parcel B is 11.80ac where is the
remaining 4.97acres? Is there another parcel on this site that covers 4.97acres? Sheet C-3 shows
distance and bearing lines for some of the project boundaries, but the western edge is not labeled.
Please show the entire area to be permitted (28.55ac) either on Sheet C-3 or as a matchline from that
sheet to another sheet.
b. Deed Restrictions: It appears that you will require Parcel B (and the remaining 4.97ac) to provide
individual BMPs. If that is the case, then you still need deed restrictions for that land. It is not our
standard deed restrictions because the impervious is not yet known. But, I have attached example deed
restrictions for you to use. They have to be signed and notarized just as our typical deed restrictions
which are available on our website, http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs#tab-
4. Please submit deed restrictions for this land.
3.) Plans: Please review the design checklist available on our website,
httl2://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs#tab-4. See pages 4-6. This checklist shows the
items that we will look for during the review. There area few items that I noticed are not on the plan. For

instance, you may want to go ahead and add the dimensions of each line and arc formed by the permanent
pool, a detail of the sidewalk which shows its width, and the dimensions of all impervious area on the plan. I
didn't go through the entire list, these are just items I noticed off -hand. But, the review engineer who
eventually gets assigned to this project will send an add info letter for any of the items on the list that are not on
the plan/in the package.
I generally go through each package when it comes in and ask that any items that need to be resolved (such as Items
1&2 above) be resolved by COB the next business day or I have to return the package because I cannot hold packages
with uncashed checked for too long. But, since this is Friday before Thanksgiving that may not be feasible. So, please
return this package as soon as you can. If I don't hear back from you pretty soon I will try to get up with you and we will
work out some sort of deadline.
Thanks,
KJ
*** My email has changed to kellv.o.iohnsonCeDncdenr.gov
K,eL LL Ji0kVUSOVL
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

GSP CONSULTING
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
To: Kelly Johnson
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Fee Check
❑ Copy of Letter
LETTER 0 F'RE A HAT'
DATE 12/22/10
JOB NO. 2010-000
ATTENnON Kell Johnson
PHONE#
RE: Community Aquatic Lifestyle Center
SW8 o8111
❑ Attached ❑ Under separate covervia
❑ Permit Applications ® Plans ® Calculations
® Comment/Response Letter ❑
the following items:
® Supplements
COPIES
DESCRIPTION
2
Revised Plan Sheet C-6
1
Revised Wet Detention Basin Supplement
1
Revised Drawdown and pond routing calculations
0
By. 2 2
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPYTO: File
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
SIGNED:
- Garry S. PaDe. P.E.
IF enclosures are not as noted, kindly notify as at once.

GSP CONSULTING
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
To: Kelly Johnson
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 284o5
WE ARE SENDING YOU
❑ Fee Check
❑ Copy of Letter
RECD DEC 17 2010
LETTER OF TRANSMYTAL
DATE 12/1 /10
JOB NO. 2010-000
1
AUENTION Kell Johnson
PHONE#
RE: Community Aquatic Lifestyle Center
SW8 o8111
❑ Attached ❑ Under separate covervia
❑ Permit Applications ® Plans ® Calculations
® Comment/Response Letter ❑
the following items:
® Supplements
COPIES
DESCRIPTION
2
Revised Community Aquatic Lifestyle Center Plans
1
Revised Wet Detention Basin Supplement
1
Revised Drawdown and Infiltration area calculations
1
Comment/Response Letter
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ Foryour use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
COPYTO: Jile SIGNED:
- Garry S. Pape, P.E.
if enclosures are not as noted, kindly notify us at once.

GSP CONSULTING
December 17, 2010
RECEIVED
NCDENR DEC 17 2010
Division of Water Quality
127 Cardinal Drive Extension BY:
Wilmington, NC 28405
Re: Request for Additional Information
Hampstead Lifestyle Center SW8 081114
We have received your request for additional information, dated December 13, 2010.
The following notes outline our responses to your requests and address how the requests
have been addressed, and identify the changes to the plan:
1. Drawdown:
a. Drawdown time: Please checkyour drawdown calculation to ensure
that it is done as shown in the example in Section 3.5.2 of the BMP
M Manual and draws down in 2-5 days. Please also ensure that the
vz� diameter in calculations match the supplement and plans.
Response: The drawdown calculations are done based on the formula of
Orifice Equation as shown in Section 3.5.2. The drawdown calculation is
attached as well as the revised Wet Detention Basin Supplement and both
the calculation, supplement and plans signify a 3.5" orifice.
b. Discharge Rate: Please provide calculations showing that the
discharge rate (orifice,flow rate) is less than the pre -development
discharge rate.for the lyr24hr storm.
Response: The drawdown calculations show the discharge from the pond
to the infiltration area to be 0.249 cfs and the infiltration rate of the
infiltration area is 0.258 cfs as shown on the attached calculations sheet
which is greater than the pond drawdown into the infiltration area signifying
that the 1-year 24-hour storm volume will infiltrate into the ground and not
leave the site.
Plans:
a. Elevations: It appears that the pond will be excavated to elevation
21.0, and the sediment will be removed when it reaches 22.0. Please
show elevation 2 1. 0 on the cross-section on sheet C-5.
Response: Elevation 21.0 has been shown on the pond cross section on
Sheet C-6.
b. Drainage Easement: Please show its location and dimensions on the
plans.
6626 Gordon Road, Unit C Wilmington, North Carolina 28411 tel: [phone] fax: gio-799-6659

1
GSP CONSULTING
Response: The drainage easement has been dimension and shown on
Sheet C-6.
C. Wetlands: Please either delineate wetlands on the plans or include a
note that none exist onsite.
Response: Note 6 on the Cover Sheet denotes that no wetlands exist on
site.
d Details: Please provide details for the roads, parking and sidewalks
showing width, radii, dimensions, and slopes.
Response: The road detail has been shown on Sheet C-3.1 and width,
radii & dimensions for the road, parking area and sidewalks have been
shown on Sheets C-3.1 & C-3.2 and the slopes are shown on Sheet C-4.
e. Forebay berm: Please show the elevation of the berm separating the
.forebay_from the main pond.
Response: The elevations of the forebay berm of 27.2 have been shown on
Sheets C-4 & C-6.
f Permanent Pool: Please show the dimensions of each line and arc
formed by the permanent pool.
Response: The permanent pool dimensions of the lines and arcs have been
shown on Sheet C-3.2.
3. Please remember that a change to one number may have a domino effect on other
numbers. Please check all plans, calculations and forms and make changes as
needed.
Response: Comment noted.
I trust the responses to the comments will adequately address your concerns. Please
contact me immediately at [phone] or gpapeOgsn-consulting com if you have
any questions or require additional information.
Sincerely,
GSP CO SULTING, PLLC.
Garry S. Pa
6626 Gordon Road, Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]

IWA
�6
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
December 13, 2010
Mr. Jeff Beaudoin, Owner.
Hampstead Lifestyle Center
PO Box 538
Hampstead, NC 28443
Division of Water Quality
Colleen H. Sullins
Director
Subject: Request for Additional Information
Stormwater Project No. SW8 081114
Hampstead Lifestyle Center
Pender County
Dear Mr. Beaudoin:
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater
Management Permit Application for the subject project on November 22, 2010. A
preliminary in-depth review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
Drawdown:
a. Drawdown time: Please check your drawdown calculation to ensure
that it is done as shown in the example in Section 3.5.2 of the BMP
Manual and draws down in 2-5 days. Please also ensure that the
diameter in calculations match the supplement and plans.
b. Discharge Rate: Please provide calculations showing that the
discharge rate (orifice flow rate) is less than the pre -development
discharge rate for the 1 yr24hr storm. _
2. Plans:
a. Elevations: It appears that the pond will be excavated to elevation
21.0, and the sediment will be removed when it reaches 22.0. Please
show elevation 21.0 on the cross-section on sheet C-5.
b. Drainage Easement: Please show its location and dimensions on the
plans.
c. Wetlands: Please either delineate wetlands on the plans or include a
note that none exist onsite.
d. Details: Please provide details for the roads, parking and sidewalks
—showing width, radii, dimensions, and slopes.
e. Forebay berm: Please show the elevation of the berm separating the
forebay from the main pond.
f. Permanent Pool: Please show the dimensions of each line and arc
formed by the permanent pool.
3. Please remember that a change to one number may have a domino effect
on other numbers. Please check all plans, calculations and forms and
make changes as needed.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX. [phone] Customer Service: 1-877-623-6748 NorthCaroli na
Internet*w .ncwaterquallty.org Nahtnrlly
An Equal Opportunity 1 Affirmative Action Employer

SW8 081114.
December 13, 2010
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to January 13,
2011, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. The request must indicate the date by which you expect to submit the
required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at [e-mail].
neer
GDS/kpj: S:\WQS\STORMWATER\ADDINFO\2010\081114.dec10
cc: Garry Pape, PE
Wilmington Regional Office Stormwater File
Page 2 of

Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, November 22, 2010 7:45 AM
To: 'Garry Pape'
Subject: RE: Community Aquatic Lifestyle Center
Gary,
We will permit it as a high density subdivision and will create some text for the permit to clarify the scenario of Parcels B
& C having to get their own permits later. Please submit a master plan showing the entire 28.55 ac tract showing
bearing/distance lines of all property lines including the entire outline of Parcels B&C. Please also show the area of
Parcels B & C on the plan. I recommend showing it in square feet rather than acres. Please also submit the deed
restrictions that we discussed previously, and update the paperwork to show that the 28.55ac tract will be permitted.
Thanks,
KJ -
From: Garry Pape [mailto:[e-mail]]
Sent: Friday, November 19, 2010 2:52 PM
To: Johnson, Kelly
Subject: RE: Community Aquatic Lifestyle Center
Kelly,
The original permit was for the entire 28.55 acres. What we are trying to do is get a new permit that will be only for the
first 11.8 acres. The other 16.78 acres (Parcels B & C as shown on attached Overall Sire Plan) will be required to obtain
individual stormwater permits. What do you need me to do? Can I just submit this extra sheet showing the entire parcel
noting that Parcels B & C will be required to obtain individual stormwater permits and get you a signed copy of the
individual lot systems deed restrictions? Thanks. - Garry
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Friday, November 19, 2010 9:12 AM
To: Garry Pape
Subject: Community Aquatic Lifestyle Center
Garry,
We received this application, and I went through it this morning. I have a few questions for you:
1.) Project Area: The site is currently permitted to 28.55ac all treated by a single pond. It appears that you intend
to still cover the entire 28.55ac project under this permit number, but instead of having the whole thing drain to
a single pond you want to have only 11.8acres (514,138sf) of the site drain to the pond. Is that correct? If that
is the case, then the property area on the application (Section IV, 4) should be 28.55ac. If this is correct I will
make and initial the change to the application if you authorize me to do so. Otherwise, you would have to get a
separate permit for the area in excess of 11.8ac.
2.) Deed Restrictions: It also looks like you intend to subdivide two outparcels in the 11.80ac that will drain to the
pond because you have submitted deed restrictions for those two parcels. The remaining area that does not
drain to the pond is shown to be Parcel B which is 11.78ac.
a. Totaling 28.55ac: If the area that will drain to the pond is 11.78ac and Parcel B is 11.80ac where is the
remaining 4.97acres? Is there another parcel on this site that covers 4.97acres? Sheet C-3 shows
distance and bearing lines for some of the project boundaries, but the western edge is not labeled.
Please show the entire area to be permitted (28.55ac) either on Sheet C-3 or as a matchline from that
sheet to another sheet.

1 �
J
b. Deed Restrictions: It appears that you will require Parcel B (and the remaining 4.97ac) to provide
individual BMPs. If that is the case, then you still need deed restrictions for that land. It is not our
standard deed restrictions because the impervious is not yet known. But, I have attached example deed
restrictions for you to use. They have to be signed and notarized just as our typical deed restrictions
which are available on our website, http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs#tab-
4. Please submit deed restrictions for this land.
3.) Plans: Please review the design checklist available on our website,
http://Portal.ncdenr.org/web/wq/ws/su/statesw/forms docs#tab-4. See pages 4-6. This checklist shows the
items that we will look for during the review. There are a few items that I noticed are not on the plan. For
instance, you may want to go ahead and add the dimensions of each line and arc formed by the permanent
pool, a detail of the sidewalk which shows its width, and the dimensions of all impervious area on the plan. I
didn't go through the entire list, these are just items I noticed off -hand. But, the review engineer who
eventually gets assigned to this project will send an add info letter for any of the items on the list that are not on
the plan/in the package.
I generally go through each package when it comes in and ask that any items that need to be resolved (such as Items
1&2 above) be resolved by COB the next business day or I have to return the package because I cannot hold packages
with uncashed checked for too long. But, since this is Friday before Thanksgiving that may not be feasible. So, please
return this package as soon as you can. If I don't hear back from you pretty soon I will try to get up with you and we will
work out some sort of deadline.
Thanks,
KJ
*** My email has changed to kellv.p.iohnsonCaDncdenr.aov
K.BI.I.I� Dh InSD Vt.
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

GSP CONSULTING
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
To: Kelly Johnson
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 284o5
WE ARE SENDING YOU
® Fee Check
❑ Copy of Letter
RECO Nov 2 2 2010
LETTER OF TRANSNUAL
DATE 11/22/10
JOB NO. 2010-000
1
ATrENnON Kell Johnson
PHONE#
RE: Community Aquatic Lifestyle Center
Stormwater permit (Conventional)
❑ Attached ❑ Under separate covervia
® Permit Applications ® Plans ® Calculations
❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DESCRIPTION
2
Copies of Overall Site plan
1
Page 3 of the Stormwater Management Permit Application
1
Individual Lot Systems Deed Restrictions
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO:
❑ Resubmit
❑ Submit
❑ Return _
SIGNED:
copies for approval
copies for distribution
corrected prints
- Garry S. Paoe. P.E.
if enclosures are not as noted, kindly notify us at once.

Project Name: 6
Proiect Received
Date received:
' ✓'= Yes/OK: ' x'=
Rule(s) Subject (check all that apply):
❑ 1995 Coastal 12'�2008 Coastal ❑ Phase II ❑ Universal
Papeerww rk:
LE �Gheck for $505 (must be no older than 6 months)
y' Application form with correc/original signatures (original plus 1 copy). If Corporation or LLC also:
o Print the info from the NCSOS
1L\0 Either, 1.) The applicant is listed on the NCSOS with his/her correct title or, 2.) A notarized letter,of
authorization has been provided: q w r %�
l�Supplements (1 original per BMP). BMP type(s). 9A .�•. /U �F5 ��l 3yFl� tom wit 1 c mt�'
f�0&M with correct/original signatures (1 original per BMP, except level spreaders/filter strips and swales) �ACk 0?06
1ML— p ❑ Deed restrictions (if outparcel or subdividing) (original plus 1 copy) UN
tie o Deed restriction template (signed and notarized) or
o Proposed'Declaration of Covenants and Restrictions (signed and notarized) J`C.�ci08dll,
ils report identifying the SHWT (U51ol�j Sc)AV pP& as 0„QQ£," pVxmr{� (Pb")i> f�p
GYSupporting calculations, signed & sealed (T necessary) IN
U,4eceiving stream classification: lj If SA or ORW also%MSiLL' �3 m�(ij { G ctegf, ne a12E
o SA: USGS topo map with the site, the receiving waters and the ''% mile radius shown to sc e.
o .ORW: 575 ft of MHWL for Area of Environmental Concern and max BUA per rule.
,dlModifications: 1.) If built: Designer's Cert., 2.) If partially built. Partial Ce , 3.) f not built: No Cert. needed.
Development Type (check all that apply):
❑ Residential or O'Commercial ❑ Deed restrictions match?
Ud Subdivision or ❑ Single Lot ❑ Deed restrictions match?
3"High Density or ❑ Low Density ❑ Deed restrictions match?
❑ Offsite project ❑ Redevelopment Clk`�Modification bSioL{ ❑ Exempt
Wo. ❑ NCG02 (bulkhead) ❑ NCG03 (clear/grade) ❑ NCG04 (linear)
Density* '
i%6A calculations include common areas, clubhouse, sidewalks, etc.
IBUA %: 0 �t 6aJ, Matches high/low density requirement for rule and receiving stream class.
(_ ,No obvious math errors
Iy If High Density: Design storm correct for rule and receiving stream class
Plan�s,�ned and sealed (2 sets): '
LN Two sets received / ❑ .,ayout (with proposed BUA dimensions)
❑,Grading ✓� LX Drainage area map (all HD systems & curb outlet swales)
CY'inity map*'—iU Project Boundaries ❑ Legend
rY Wetlands:
o Delineated on plans "No wetlands onsite" on plans
❑ Details:
,D o Roads o Cul-de-sacs o Curbing o Sidewalk
C� o BMPs/ Level spreaders/ Filter strips/ Curb outlet swales o Buildings (Apts or Condos)
Offsite Projects:
❑ Desi er's Certification has been submitted for the Offsite BMP receiving the runoff from the project.
❑ ed restrictions have been recorded and a copy submitted for the Offsite BMP permit.
Lot size has not changed from what was approved under the Master Plan
❑ Correct lot number is referenced on the supplement form.
❑❑ite system is in compliance with its permit, if known.
Infiltr n Projects:
Z❑ Soils report: SHWT, soil type, and expected infiltration rate are provided.
❑ DWO has conducted a site visit? Date:
Wet Pond Permanent Pool Meets One of the Following:
C`Y Is located no lower than 6" below the estimated SHWT. ✓
❑ Incoming groundwater is quantified and evaluated, AND Storage volume verified, AND Outlet evaluated for free
drainage to the receiving waters under SHWT conditions
Decision (check one):
❑ Complete: Return file to admin (Jo Casmer) to log in. (Stamped in received date = BIMS date)
❑ Slightly incomplete: E-mail consultant, request information to be returned within one business day (24 hours after
request. Info requests on Friday, allow a return on the following business day). If info not returned, issue an
application return letter and give everything to admin. (Add info received date = BIMS date)
0 Substantially incomplete: Issue an application return letter and give everything to admin.

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GSP CONSULTING
TO:
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX (9io) 799-6659
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 284os
WE ARE SENDING YOU
® Fee Check
❑ Copy of Letter
REC'D NOV 18 2010
LQ OF Y° ° NSMITTQL
DATE 11/18/10
JOB NO. 2010-000
ATTENTION
PHONE #
RE: Community Aquatic Lifestyle Center
Stormwater permit (Conventional)
❑Attached ❑Underseparatecovervia
® Permit Applications ® Plans ® Calculations
❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DESCRIPTION
2
Sets of plans & calculations for state stormwater permit
2
Stormwater Management Permit Application Forms (one original, one copy)
1
Wet Detention Basin Supplement & Checklist
1
Wet Detention Basin Operation and Maintenance Agreement
1
High Density Commercial Development Deed Restrictions & Covenants
1
Application fee for $505.00 for conventional review
1
Property Deed & USGS Map
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPYTO: File
- Garry S. PaDe. P.E.
/fenclosures are not as noted, kindly notify as at once.

plied l�e5vurce Management, f'.C.
7 November 2008
Jeff Beaudoin `'! V
PO Box 538
Hampstead, NC 28443 ?010
Re: Storm Water Evaluation
Transfer Station Road, Hampstead, NC
Mr. Beaudoin,
Please find below a report referencing a soil and site evaluation for the above referenced
site, located near Transfer Station Road, Hampstead, North Carolina.
1.O Introduction/Purpose
The purpose.of the soil and site evaluation was to determine the seasonal high
water table within the proposed pond location and to obtain hydraulic conductivity
readings for the proposed area.
2.0 Methods
(Refer to Figure 1)
The site was evaluated using hand auger borings. Auger borings were made at
varying locations throughout the proposed pond area to a depth of at least 48
inches and profile descriptions recorded. The seasonal high water table was
determined by the indication of redoximorphic features and/or colors of chroma 2
or less (Munsell Color Book) at >2% of the soil volume in mottles or matrix of a
horizon or horizon subdivision.
The saturated hydraulic conductivity (K.,) of the unsaturated portion of the soil
profile was measured using a Compact Constant Head Permeameter (CCHP):
These in situ measurements of saturated hydraulic conductivity were obtained in
accordance with the Compact Constant Head Permeameter User's Manual by Ka„
Inc. Field work was•conducted at the site on October 6, 2008 - October 24, 2008.

7 November 2008
3.0 Results/Findings
(Refer to Appendix A and Figure 1)
The area for the pond was characterized by soils with a seasonal high water table
that ranged from less than 12 inches from the natural soil surface to a depth of 19
inches from the natural soil "surface as indicated by the presence of redoximorphic
features and/or colors of chroma 2 or less (Munsell Color Book) at >2% of the soil
volume in mottles or matrix of a horizon or horizon subdivision. The seasonal high
water table at soil boring one (SB1) was noted to be 19 inches from natural soil
surface. ,The seasonal high water table at soil boring two (SB2) was noted to be
<12" from the natural soil surface. The in -situ saturated hydraulic conductivity
(Ksat) measurement at soil boring two (SB2) was noted to be 2,23 inches per hour
at the most limiting soil horizon in the unsaturated portion of the soil profile. A
detailed profile description and data sheet for each boring location is in Appendix
A.
4.0 Limitations
The areas analyzed as part of this investigation only provide isolated data sets and
points and do not represent, subsurface conditions at every location in the project
area. The data contained in this report is that -which was specifically requested by
Withers and Ravenel and may riot be inclusive of all field data collected. Analyses
and conclusions of this report, interpretation between data points, and subjective
subsurface interpretation, may not be completely representative of all subsurface
conditions.
This investigation, furthermore does not provide conclusive data on limits of impact
or other interpolations where indicated by question marks. or where otherwise
qualified.
Conclusions and recommendations 'ofthis investigation and report are based on the
best available data in an effort to assist in the understanding, control and/or site
planning and preparation. No guarantee is expressed or implied that new or
additional data and/or scientific measures will not be required for ultimate solution
of the existing project.

7 November 2008
Should you have any questions or concerns please do not hesitate to contact me at
[phone].
Sincerely,
e S
Gene Yduppg, R
Environm�`ntal cien'tist"
0.2"n% I L- S!
Walter D. Giese, LSS, IRS
Soil Scientist
3
7 Naue,.,e,/, �Oo8

Jeff Beaudoin
Stormwater Soil Boring Profile Descriptions
Transfer Station RD, Hampstead, North Carolina
October 24, 2008
Logged By: Gene Young, IRS
Page 1 of 1
SB1
Soil Description
0 - 10 inches
Dark gray (10YR 4/1) loamy sand, crumb, very friable, non -
expansive.
10 - 12 inches
Black (10YR 2/1) sandy loam, sub -angular blocky, friable, slightly
expansive.
12 - 15 inches
Very dark brown (10YR 2/2) loamy sand, granular, firm, non -
expansive, cemented.
15 - 19 inches
Brown (10YR 4/3) loamy sand, crumb, very friable, non -expansive.
19 - 34 inches
Brown (10YR 4/3) loamy sand, crumb, very friable, non -
expansive, with very dark brown (10YR 3/2) and grayish brown
(10YR 5/2) mottles.
34 - 44 inches
Light brownish gray (2.5Y 6/2) loamy sand, granular, very friable,
non -expansive with brownish yellow (10YR 6/8) mottles and sandy
loam lenses.
44 - 48 inches
Black (2.5Y 2.5/1) sandy loam, sub -angular blocky, friable, slighty
expansive.
Seasonal High Water Table 19"

Jeff Beaudoin
Stormwater Soil Boring Profile Descriptions
Transfer Station RD, Hampstead, North Carolina
October 24, 2008
Logged By: Gene Young, IRS
Page 1 of 3
SB 2
Soil Description
0 - 34 inches
Black (10YR 2/1) sandy loam, sub -angular blocky, friable, slightly
expansive.
34 - 40 inches
Very dark gray (10YR 3/1) sandy loam, sub -angular blocky, friable,
slightly expansive.
40 - 48 inches
Very dark gray (2.5Y 3/1) loamy sand, sub -angular blocky, friable,
non -expansive.
48 - 60 inches
Black (10YR 2/1) sandy loam, sub -angular blocky friable, slightly
expansive.
Seasonal High Water Table <12"

Jeff Beaudoin
Stormwater Infiltration Study
Test Site: SB 2/ CCHP 2 Page 2 of 3
Soil notes:
Location
(cm)
Hole Depth
46
water H
15
Reference
10
d
41
D
56
HI
41
DTW (cm)
Time
Valve
A
Conver.
Test
9:II
Start:
Initial:
41
On
cm^-2)
Factor
2
0.001056
105
Final:
41
Test
9:57
Time
dt
Res
dR
DTW
H
Conver.
Q
K
K
K
Loading
(min)
(min)
(cm)
(cm)
(cm)
(cm)
Factor
(cm^3/hr)
(cm/hr)
(in/hr)
(in/wk)
(gpd/ft'")
0:00:00
0
46.5
0
41
15
105
0:02:00
2
44
2.5
41
15
105
7875
8.3160
3.274
550.035
'
0:04:00
2
42.1
1.9
41
15
105
5985
6.3202
2.488
418.026
0:06:00
1 2
40.4
1.7
41
15
105
1 5355
5.6549
2.226
374.024
0:08:00
2
38.7
1.7
41
15
105
5355
5.6549
2.226
374.024
0:10:00
2
37
1.7
41
15
105
5355
5.6549
2.226
374.024
0:12:00
2
35.3
1.7
41
15
105
5355
5.6549
2.226
374.024
0:14:00
2
33.6
1.7
41
15
105
5355
5.6549
2.226
374.024
0:16:00
2
31.8
1.8
41
15
105
5670
5.9875
2.357
396.025
0:18:00
2
30.1
1.7
41
15
105
5355
5.6549
2.226
374.024
0:20:00
2
28.4
1.7
41
15
105
5355
5.6549
2.226
374.024
0:22:00
2
26.8
1.6
41
15
105
5040
5.3222
2.095
352.022
0:24:00
2
25
1.8
41
15
105
5670
5.9875
2.357
396.025
0:26:00
2
23.3
1.7
41
15
105
5355
5.6549
2.226
374.024
0:28:00
2
21.7
1.6
41
15
105
5040
5.3222
2.095
352.022
0:30:00
2
19.9
1.8
41
15
105
5670
5.9875
2.357
1 396.025
0:32:00
2
18.3
1.6
41
15
105 1
5040
5.3222
2.095 1
352.022
0:34:00 1
2
16.7
1.6
41
15
.105 1
5040
5.3222
2.095 1
352.022

SB 4/ CCHP 4 Page 3 of 3
0:36:00
2
15
1.7
41
15
105
5355
5.6549
2.226
374.024
0:38:00
2
13.3
1.7
41
15
105
5355
5.6549
2.226
374.024
0:40:00
2
11.6
1.7
41
15
105
5355
5.6549
2.226
374.024
0:42:00
2
9.9
1.7
41
15
105
5355
5.6549
2.226
374.024
0:44:00
2
8.2
1.7
41
15
105
5355
5.6549
2.226
374.024
0:46:00
2
6.5
1.7
41
15
105
5355
5.6549
2.226
374.024
K,�,
5.6549
1 2.226
374.024
33.306

i
d''
7 November 2008
pplied Resource Management, P. C.
P.O. Box 882, Hampstead, NC 28443
[phone] FAX [phone]
Soil Boring # 1 ® �\
Soil Boring # 2 ®
i
Map atlapted Isom prevx s devgn map by Wth&s and Ra+enN
TITLE: Jeff Beaudoin FIGURE:
Storm Water Soil Boring Locations
OB: SCALE: DATE: DRAWN BY:
08166 1 "= 300' 1 1 /7/08 1 GY

PENUEN COUNTY NC 09/161noe
$456.00
,.n°r1H Real p GEstate P�IOUHF E,,j liS�'�/ xclse Tex
F11_ED
G8 SEP ) 6 PH 2: 11
I `M.SYiICFGf,Git
SCG!STC? Cr nrE'JS
dlil i Y. HC
PIN 0 (1a03 - 3(e-11 olio oo00
-0 urr_-J_U_
811(3523fG295
NORTH CAROLINA GENERAL WARRANTY DEED
F..:
PC.11:% l..u::.1y, Pit)
STATE OF NORTH CAROLINA 113x
reel No. 1126-0000
COUNTY OF PENDER ° e X $456.00
This instrument was prepared bT*. James Brandon
The attorney preparing this instrument has made no record search
or title examination as to the property herein described, unless
the same is shown by his written and signed certificate.
Further no tax advice of any nature has been rendered to the
parties to this instrument.
Brief description for the index: 28.552 Acres
THIS DEED, made this loth day of September, 2008 by and
between,
JEFPREY J. BEAUDOIN, separated,
(hereinafter called "Grantor"); and
WILLIAM A. GARRICH
whose mailing address is
115B Parmele Blvd., Wrightsville Beach, North Carolina 28480
(hereinafter called "Grantee").
The designation Grantor and Grantee as used herein shall include
said parties, their heirs, successors and assigns, and shall
include singular, plural, masculine, feminine or neuter as
required by context.
THAT WHEREAS, the said Grantor for a valuable consideration
paid by the Grantee, receipt of which is hereby acknowledged, has
bargained and sold, and by these presents does hereby grant,
bargain, sell and convey unto the said Grantee in fee simple, a
fifty (50%) percent undivided interest in the following described
lot or parcel of land located in
Topsail Township, Pender County, North Carolina:
q
RECEIVED
NOV 18 2010
BY:

Mi3523PG296
Being a fifty (50$) undivided interest in that certain 28.552
Acre Tract of land more particularly described on the attached
Exhibit,A which is incorporated by reference as if fully set
forth herein.
The property hereinabove described was acquired by Grantor by
instrument recorded in Book _ at Page of the Pander County
Registry.
TO HAVE AND To HOLD said fifty (501) percent undivided
interest in the aforesaid lot or parcel of land and all privileges
and appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is
seized of the premises in fee simple, has the right to convey the
said fifty (50%) percent undivided interest in fee simple, that
title is marketable and free and clear of all encumbrances, and
that Grantor will WARRANT and DEFEND the title against the lawful
claims and demands of any and all persons whomsoever except for
the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the
following exceptions:
1. Ad valorem taxes for 2008 and subsequent years.
2. General utility service easements and rights of way of
record.
3. Matters shown on maps recorded in the Pender county
Registry.
4. Restrictions of record in the Pander County Registry.
5. Applicable local, county, state or federal government laws
or regulations relative to environment, zoning, subdivision,
occupancy, use or construction of the subject property.
[Remainder of this Page intentionally left blank]

00523PG297
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and
seal, the day and year first abb�ove/ written/��/
/ K/f2N/ i�}fA•�/ u^ (SEAL)
!�6jrfrdyBeaudoin
(SEAL)
General Warranty Deed dated September 10, 2008; 28.552 Acres
STATE OF NORTH CAROLINA
COUNTY OF FENDER
I certify that the following person(s), known to me or proved to
me on the basis of satisfactory evidence to be the person(s)
described, personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the
foregoing document for the purposes stated therein and in the
capacity indicated:
Jeffrey J. Beaudoin
I
Date: s i..A _, 2008. `
� (SAnature of Notary)
(Notary Stamp or Seal)
Notary Public
Printed or typed name 1 My commission expires: � 2oIJ7
V40TW4
FOLIO

NK352.3PG298
EXHIBIT A
LOCATED IN TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA,
AND BEING DESCRIBED AS FOLLOWS:
BEGINNING AT AN IRON PBPE IN THE NORTHERN LINE OF THE FORMERLY
R. E. HUGHES TRACT OF LAND, AS SHOWN ON THE MAP OF THE DIVISION
OF LAND FOR GLEN DELL DEVELOPMENT COMPANY, AS PREPARED BY
JOHN A. BENSON, REGISTERED LAND SURVEYOR; DATED JUNE 1976, SAID
PIPE BEING LOCATED NORTH 34 DEGREES 09 MINUTES WEST 235.49 FEET
FROM AN OLD IRON ROD IN THE CENTERLINE OF S.R. #1565, SAID ROD
BEING LOCATED NORTH 43 DEGREES 27 MINUTES 30 SECONDS EAST 199.85
FEET FROM A CONCRETE CULVERT UNDER SAID S.R. #1565, SAID CULVERT
IN TURN BEING 0.45 MILES NORTHWARDLY FROM THE INTERSECTION OF
SAID S.R. #1565 WITH S.R. #1567; RUNNING THENCE FROM SAID BEGINNING
POINT, PARALLEL TO, AND 230.0 FEET WESTWARDLY FROM THE
CENTERLINE OF THE AFOREMENTIONED S.R. #1565, SOUTH 43 DEGREES 27
MINUTES 30 SECONDS WEST 575.89 FEET TO AN IRON PIPE; RUNNING
THENCE AT RIGHT ANGLES, SOUTH 46 DEGREES 32 MINUTES 30 SECONDS
EAST 200.00 FEET TO AN IRON PIPE IN THE WESTERN RIGHT OF WAY LINE
OF S.R. #1565; RUNNING THENCE WITH SAID RIGHT OF WAY SOUTH 43
DEGREES 27 MINUTES 30 SECONDS WEST 30.0 FEET TO AN IRON PIPE;
RUNNING THENCE AT RIGHT ANGLES NORTH 46 DEGREES 32 MINUTES 30
SECONDS WEST 324.82 FEET TO AN IRON PIPE; RUNNING THENCE NORTH 34
DEGREES 55 MINUTES 30 SECONDS WEST 1,900.1 FEET TO AN IRON PIPE;
RUNNING THENCE NORTH 55 DEGREES 05 MINUTES EAST 644.4 FEET TO AN.
IRON PIPE IN THE NORTHERN LINE OF THE AFOREMENTIONED GLEN DELL
DEVELOPMENT COMPANY'S TRACT OF LAND; RUNNING THENCE WITH
SAID LINE, SOUTH 34 DEGREES 09 MINUTES EAST 1,900 46 FEET, MORE OR
LESS, TO THE POINT OF BEGINNING, CONTAINING 28.552 ACRES, MORE OR
LESS; THE FOREGOING SURVEY AND DESCRIPTION PREPARED BY GEORGE
LOSAK, N.C. REGISTRATION NUMBER L-494.

COMMUNITY AQUTIC LIFESTYLE CENTER
STORMWATER NARRATIVE
& CALCULATIONS
November 17, 2010
031315ZZ
=
G 41GINS��
Y• \�
Q �
GSP Consulting, PLLC.
6626 Gordon Road, Unit C
Wilmington, North Carolina 28411
[phone]
RECF-TVED
DEC 17 2010
?PA6 As
BY:v_.0

STORMWATER NARRATIVE
HAMPSTEAD BUSINESS PARK
PENDER COUNTY, NC
SITE DESCRIPTION
This +/- 28.55 acre site is located off Country Club Road in Pender County, North Carolina. The
site drains to existing ditches located around the property. This project is for a portion of the
overall tract. The project will consist of the construction of a Community Aquatic & Lifestyle
Center and related site appurtenances. The proposed drainage area for this project is 11.8 acres
and the total amount of impervious area draining to the stormwater management pond is 53.2%.
SOILS
The soils for this project consist of Leon (Hydrologic Soil Group 13/1)), Murville (Hydrologic
Soil Group A/D) and Onslow (Hydrologic Soil Group 13) complexes. The Leon soils are poorly
drained soils on broad interstream areas, the Murville soils are very poorly drained soils in
interstream areas and depressions and the Onslow soils are moderately well drained soils on
slightly convex uplands.
STORM DRAINAGE DESIGN
The primary stormwater measure for this project is a proposed wet detention pond located in the
eastern comer of the site. The stormwater will be conveyed via overland sheet flow and a closed
conduit system to the proposed wet detention pond. Since this site is within %-mile and drains to
SA waters the proposed wet detention pond is designed to control and treat the difference in
volume of runoff between the pre -development and post -development conditions for the 1-year
24-hour storm event. This volume will be drawn down within 5 days and be directed to an
infiltration area adjacent to the pond. Higher storm events will bypass the infiltration area and
drain directly to the existing ditch located on the property boundary. The site drains to an
unnamed tributary of Old Topsail Creek (classification SA) that drains to the Cape Fear River
once leaving the site by existing ditches and existing storm culverts.

Drainage Area
COMMUNITY AQUATIC LIFESTYLE CENTER
Drainage Area DA 1 Wet Detention Pond
Drainage Area 514,138 sf
Drainage Area 11.80 lac
Impervious Area Calculation
Buildings
53,500
Pools
15,500
Pavement
125,000
Sidewalk
630
Outparcel 1
35,000
Outparcel 21
44,000
Total
sf
Total
_2_73,630_
6.28
ac
% Impervious
_
53.20
Volume/Storage Calculation
Design Storm (P) 1.5 in
Schueler Method Runoff Coeff (RV)
Required Volume (Vreq) 33,997 cf
1-Year Pre Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0 9 ' IA 0.050
V=3630' RD * Rv `A 8,033 cf
1-Year Post Dev. Volume
1-Year Runoff Depth 3.75 in
Rv=0.05 + 0.9 ' IA 0.529
V=3630' Ro' Rv' A 84,992 cf
Required Volume (Vreq) 76,958 cf
Infiltration Calculation
System Width (W)
System Length (L)
System Area (SF)
Infiltration Rate (It)
System Outflow (Ot)
50 001 ft
_l m_ool ft
5000 sf
2.2 in/hr
0.258 cfs
RV = %IMP'0.009+0.05
Vreq = (P/12)'RV'DA
ARM Boring Location #2
Ot = It'L'W/43,200
2 a SEAL
= 031315
'. �vGIN�oa'tt.�.�
Y S • PP�tO
i 4 7N'v

-• __, POND N0.1 . _
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [Cu ft]
22.0
13495
0
0
23.0
15360
14,428
14,428
24.0
17291
16,326
30,753
25.0
19289
18,290
49,043
26.0
21354
20,322
69,365
26.2
21774
4,313
73,677
267
25366
11,785
85,462
FOREBAY
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft]
24.0
6213
0
0
25.0
7951
7,082
7,082
26.0
9715
8,833
15,915
26.2
10070
1,978
17,894
26.7
10964
5,259
23,152
Ape" pool
36,330
Ashen bottom
31,844
VOLUME
Aperm pool Ashen bottom Apond bottom Apond bottom
13,495
Total
108,614
36,330 31,844 13,495 Depth
4.2
PROVIDED FOR FOREBAY
21.3%
daverage
3.46
STORAGE
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft]
26.7
36330
0
0
27.0
39370
11,355
11,355
28.0
48017
43,694
55,049
28.5
49412
24,357
79,406

POND RELEASE TIME FOR CONTROL PIPE: POND 1
POND RELEASE TIME FOR CONTROL PIPE:
STORAGE
ORIFICE
STORAGE
OUTFLOW
RELEASE
ELEVATION
ELEVATION
VOLUME
RATE
TIME
(FT)
(FT)
(CF)
(CFS)
(HOURS)
27.52
25.50
33,997
0.194
48.6
TOTAL HOURS 48.6\
DAYS '" 2.03
\--
CONTROL PIPE: 3 INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A*(2gh)^1/2
� yam•. 1'Y
DEC 2 2 2010
By:_

POND RELEASE TIME FOR CONTROL PIPE: POND 1
POND RELEASE TIME FOR CONTROL PIPE:
STORAGE
ORIFICE
STORAGE
OUTFLOW
RELEASE
ELEVATION
ELEVATION
VOLUME
RATE
TIME
(FT)
(FT)
(CF)
(CFS)
(HOURS)
28.50
26.70
79,406
0.183
120.5
TOTAL HOURS 120.5
DAYS 5.00
CONTROL PIPE: 3 INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A*(2gh)^I/2

Hydrograph Summary Report Hydraflow Hydrographs by lntelisolve v9.1
Hyd.rt
No.
ograph
type
rigin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
description
1
SCS Runoff
21.88
3
726
79,285
----
------
------
POND
EXISTING.gpw
Return Period: 10 Year
Wednesday, Nov 17, 2010

Hvdroaranh Renort
2
Hydraflow Hydrographs by Intelisolve v9 1
Wednesday, Nov 17, 2010
Hyd. No. 1
POND
Hydrograph type
= SCS Runoff
Peak discharge =
21.88 cfs
Storm frequency
= 10 yrs
Time to peak =
726 min
Time interval
= 3 min
Hyd. volume =
79,285 cuft
Drainage area
= 11.800 ac
Curve number =
53'
Basin Slope
= 0.0 %
Hydraulic length =
0 ft
Tc method
= USER
Time of conc. (Tc) =
5.00 min
Total precip.
= 7.06 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
484
Composite (Area/CN) _ [(3.370 x 36) + (8,430 x 60)] / 11 800
Q (Cfs)
24.00
rI ie
16.00
12.00
: KI
• m
POND
Hyd. No. 1 -- 10 Year
Q (Cfs)
24.00
20.00
16.00
1200
MI
4.00
0.00 0.00
0 180 360 540 720 900 1080 1260 1440 1620
Hyd No. 1 Time (min)

Pond Report a
HydraBow Hydrographs by Intelisolve v9 1 Wednesday, Nov 17, 2010
Pond No. 1 - POND
Pond Data
Contours - User -defined contour areas. Conic method used for volume calculation. Begining Elevation = 26.70 It
Stage / Storage Table
Stage (ft)
Elevation (ft)
Contour area (sqft)
Incr. Storage (cuft)
Total storage (cuft)
0.00
26.70
36,330
0
0
030
2700
39,370
11,351
11,351
130
28.00
48,017
43,618
54,968
230
29.00
50,547
49,272
104,240
330
30.00
53,403
51,963
156,203
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 36.00
350
0.00
000
Crest Len (ft)
= 20.00
000
000
000
Span (in)
= 36.00
350
0.00
0.00
Crest El. (ft)
= 2850
000
000
000
No. Barrels
= 1
1
1
0
Weir Coeff.
= 300
333
333
333
Invert El. (ft)
= 25.50
2670
0.00
000
Weir Type
= Broad
--
---
--
Length (ft)
= 10300
0.00
000
000
Multistage
= Yes
No
No
No
Slope (%)
= 0.30
0.00
0.00
n/a
N-Value
= 010
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Exfil.(in/hr)
= 0 000 (by Contour)
Multi -Stage
= n/a
Yes
Yes
No
TW Elev. (ft)
= 000
Note Q4vert/Onf ce outflows are anal zed under inlet (id) and outlet (oc) control Weir risers checked for onfice conditions (ic) and submergence (s)
Stage / Storage /
Discharge Table
Stage
Storage
Elevation
CIv A
CIv B
CIv C Pr Rsr
Wr A
Wr B Wr C Wr D Exfil
User Total
fit
cuft
ft
cfs
cfs
cfs cfs
cfs
cfs cfs cfs cfs
cfs cfs
0.00
0
2670
000
0.00
- --
0.00
-- -- --- ---
--- 000
0.03
1,135
2673
8 44 oc
0.00 is
-- --
0.00
-- --- --- ---
--- 000
0.06
2,270
26.76
8 44 oc
0.01 is
--- --
0.00
- - --- ---
--- 0 01
0.09
3,405
26.79
8 44 oc
0.02 is
-- ---
0.00
--- --- -- ---
-- 0 02
0.12
4,540
26.82
8 44 oc
0.03 is
-- ---
0.00
--- --- --- ---
--- 0.03
0.15
5,675
26.85
8.44 oc
0051c
-- -
0.00
--- --- --- ---
--- 0.05
0.18
6,810
26.88
8.44 oc
0.06 is
--- -
0.00
--- --- --- ---
--- 0.06
0.21
7,946
26.91
8.44 oc
0 08 is
--- --
0.00
--- -- --- ---
--- 0.08
024
9,081
26.94
8.44 oc
0 10 is
--- ---
000
--- --- -- ---
--- 0.10
027
10,216
26 97
8.44 oc
0.11 is
-- ---
000
--- --- -- --
--- 0.11
0.30
11,351
2700
8.44 oc
0.13 is
-- ---
0.00
--- --- -- ---
--- 0.13
040
15,713
2710
8 44 oc
0.16 is
--- -
0.00
--- --- --- ---
--- 0 16
0.50
20,074
2720
8.44 oc
0.19 is
-- --
000
-- --- --- ---
--- 0 19
0.60
24,436
2730
8 44 oc
0.22 is
--- ---
000
--- -- --- ---
--- 0.22
0.70
28,798
27.40
8 44 oc
0.24 is
--- ---
0.00
-- -- --- ---
--- 0.24
0 80
33,160
27.50
8.44 oc
0 26 is
-- ---
000
--- --- --- ---
--- 026
090
37,521
27.60
8.44 oc
0 28 is
-- ---
000
--- --- -- ---
--- 028
1 00
41,883
27.70
8.44 oc
0 30 is
- --
0.00
-- --- --- ---
--- 030
1 10
46,245
27.80
8.44 oc
0 31 is
-- -
0.00
--- --- --- ---
--- 0 31
1 20
50,607
27.90
8 44 oc
0.33 is
--- ---
0.00
--- --- -- ---
--- 0.33
1 30
54,968
28.00
8 44 oc
0.35 is
--- ---
0.00
--- --- --- ---
--- 0.35
1 40
59,896
28.10
8 44 oc
0.36 is
--- ---
000
-- --- --- ---
--- 0.36
1.50
64,823
28.20
8.44 oc
0.37 is
-- ---
000
--- --- --- ---
-- 0.37
1.60
69,750
28.30
8.44 oc
0.39 is
--- --
000
--- --- --- ---
--- 0.39
1.70
74,677
28.40
8.44 oc
0.40 is
-- --
000
-- --- --- ---
--- 0.40
1.80
79,604
2850
8.44 oc
0.41 is
--- --
0.00
--- --- --- ---
--- 0.41
1.90
84,531
28 60
8.44 oc
0 43 is
--- ---
1 90
--- --- --- ---
--- 2.32
2.00
89,459
2870
8 44 oc
0 44 is
--- ---
537
--- -- --- ---
--- 5.80
2.10
94,386
28.80
10 35 oc
0.45 is
-- --
986
--- --- --- ---
--- 10.30
2.20
99,313
2890
15 59 oc
0 39 is
--- --
15.18
--- --- --- ---
--- 15.57
2.30
104,240
29.00
21.56 oc
0 30 is
--- ---
21.21
--- --- --- ---
--- 21.52
2.40
109,437
29.10
26 99 oc
0.22 is
--- ---
26 77 s
--- --- --- ---
--- 26.99
2.50
114,633
29.20
31.46 oc
0.21 is
--- ---
31 25 s
--- --- --- ---
--- 31.45
2.60
119,829
29.30
35.27 oc
0.19 is
--- ---
35.08 s
--- --- --- ---
--- 35.27
2.70
125,025
29.40
38 57 oc
0.18 is
--- ---
38 39 s
--- --- --- ---
-- 38.57
2 80
130,222
29.50
41 48 oc
0 17 is
-- ---
41 31 s
--- --- --- ---
--- 41.48
Continues on next page

FOND
Stage / Storage / Discharge Table
Stage
Storage
Elevation
Clv A
Clv B Clv C
PrfRsr Wr A Wr B
Wr C Wr D Exfil User Total
ft
cuft
ft
cts
cfs cfs
cfs cfs cfs
cfs cfs cfs cfs cfs
290
135,418
29.60
44 08 oc
0 16 is ---
— 43.92 s ---
--- --- -- -- 44.08
300
140,614
2970
46 44 oc
0.15 is ---
-- 46 28 s ---
--- --- -- --- 46.43
310
145,811
29.80
48 60 oc
0.14 is ---
-- 48 46 s ---
-- --- --- --- 48.59
320
151,007
29.90
50 62 oc
0.13 is ---
-- 50 48 s ---
-- -- --- --- 50.61
330
156,203
30.00
52 50 oc
0.12 is ---
--- 52 36 s ---
-- --- --- --- 52.49
End

Hydrograph Summary Report Hydraflow Hydrographs by lntelisolve v9.1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
description
1
SCS Runoff
41.34
6
732
177,484
--
------
-----
POND
2
Reservoir
9 875
6
762
176,733
1
2879
93,916
POND
PROPOSED.gpw
Return Period: 10 Year
Wednesday, Nov 17, 2010

Hydrograph Report
HydraBow Hydrographs by Intelisolve v9.1
Hyd. No. 1
POND
Hydrograph type = SCS Runoff
Storm frequency = 10 yrs
Time interval
= 6 min
Drainage area
= 11.800 ac
Basin Slope
= 0.0 %
Tc method
= USER
Total precip.
= 7.06 in
Storm duration
= 24 hrs
Composite (Area/CN) _ [(1 580 x 36) + (3.940 x 60) + (6.280 x 98)] / 11 800
Q (cfs)
50.00
's ie
30.00
20.00
10.00
POND
Hyd. No. 1 -- 10 Year
`A
Wednesday, Nov 17, 2010
Peak discharge = 41.34 cfs
Time to peak =
732 min
Hyd. volume =
177,484 cuft
Curve number =
77`
Hydraulic length =
0 ft
Time of conc. (Tc) =
10.00 min
Distribution =
Type III
Shape factor =
484
Q (Cfs)
50.00
3000
20.00
10.00
0.00 ' ' ' ' i I I I I I ' 000
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

Hydrograph Report
3
HydraHow Hydrographs by Intelisolve v9.1
Wednesday, Nov 17, 2010
Hyd. No. 2
POND
Hydrograph type
= Reservoir
Peak discharge
= 9.875 cfs
Storm frequency
= 10 yrs
Time to peak
= 762 min
Time interval
= 6 min
Hyd. volume
= 176,733 cuft
Inflow hyd. No.
= 1 -POND
Max. Elevation
= 28.79 ft
Reservoir name
= POND
Max. Storage
= 93,916 cuft
Storage Indication method used
Q (cfs)
50.00
40.00
30.00
20.00
10.00
0 00
0 720
Hyd No. 2
POND
Hyd. No. 2 -- 10 Year
1440 2160 2880 3600 4320 5040 5760
Hyd No. 1 Total storage used = 93,916 cuft
Q (cfs)
50.00
40.00
30.00
20.00
10.00
--L- 0.00
6480
Time (min)

Coo

Storm Sewer Tabulation
Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Vel
Pipe
Invert Elev
HGL Elev
Grind / Rim Elev
Line ID
core ff
(1)
flow
full
LineFT
Incr
F
Incr
Total
Inlet
Syst
Size
Slope
Dn
Up
Dn
Up
Dn
Up
(ft)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(ft/s)
(in)
M
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1
End
99
033
1.54
0.85
0.28
1.07
100
11.9
6.5
6.91
12.45
2.20
24
0.30
24.00
2430
2879
28 88
0.00
29.50
2-1
2
1
178
0.70
1 21
0.65
0.46
079
10.0
10.9
6.6
5.20
12.34
1.66
24
0 30
2430
24.83
29.01
29.11
29.50
29.50
3-2
3
2
169
0 51
0.51
0.65
0 33
0.33
100
100
6.8
224
3.55
1.82
15
0.30
24.83
25.34
29.15
29.35
29.50
29.09
4-3
Project File STORM 4-1 Sim
Number of lines: 3
Run Date: 11-17-2010
NOTES: Intensity = 2654.13 / (Inlet time + 55.70) A 1.43; Return period = 10 Yrs ; c = cu e = ellip b = box
Hydraf m Storm Sewers 200E v12 01

r
H
0

Storm Sewer Tabulation
Page
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Grind I Rim Elev
Line (b
coeff
(1)
flow
full
Line
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Dn
Up
Dn
Up
Dn
Up
FUne
(ft)
(ac)
(ac)
(C)
(min)
(min)
(inlhr)
(cfs)
(cfs)
(ftts)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
IN
(ft)
1
End
53
0.24
072
085
020
0.61
10.0
11.0
6.6
404
355
330
15
0.30
24.00
2416
2879
29.00
000
2950
6-5
2
1
178
048
0.48
0.85
0.41
0.41
10.0
10.0
6.8
275
352
224
15
0.30
24 16
24.69
29.17
29.50
2950
2950
7-6
Project File STORM 7-5.stm
Number of lines 2
Run Date. 11-17-2010
NOTES Intensity = 2654.13 / (Inlet time + 55 70) ^ 1 43, Return period = 10 Yrs. ; c = cir e = ellip b = box
Hydratlow Storm Sewers 2008 v12 01

Col
0

Storm Sewer Tabulation
Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Grnd I Rim Elev
Line (D
coeff
(I)
flow
full
Line
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Dn
Up
Dn
Up
Dn
Up
FLn,
(ft)
(ac)
(ac)
(C)
(min)
(min)
(inlhr)
(cfs)
(cfs)
(f /s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1
End
53
0.24
0.72
085
0.20
0.61
100
11.0
6.6
404
3 55
3.30
15
0.30
24.00
24.16
2879
29 00
0.00
29.50
9-8
2
1
178
0.48
048
085
0.41
0 41
10.0
10.0
6.8
2.75
3.52
2.24
15
0.30
24.16
24.69
29.17
2950
2950
29 50
10-9
Project File STORM 10-B.stm
Number of lines. 2
Run Date: 11-17-2010
NOTES: Intensity = 2654.13 / (Inlet time + 55.70) A 1.43, Return period = 10 Yrs ; c = cv e = ellip b = box
HydraOew Storm Sewers 2wa v12 01

Storm Sewer Tabulation
. Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
TotalTCapVel)
Pipe
Invert Elev
HGL Elev
Grnd / Rim Elev
Line IDcoeff
(I)
flowIncr
Total
Incr
Total
Inlet
Syst
Size
Slope
Dn
Up
Dn
Up
Dn
Up
(ft)
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
i
End
, 53
0.35
099
0 85
0.30
0.84
10.0
11 0
6.6
5.56
5.77
3 15
18
030
24.00
24.16
28.79
28.94
0.00
2950
12-11
2
1
178
064
064
085
0.54
0.54
100
10.0
6.8
367
3.52
299
15
0.30
24.16
24.69
2903
2961
2950
29.50
13-12
Project File. STORM 13-11 stm
Number of lines 2
Run Date 11-17-2010
NOTES Intensity = 2654 13 / (Inlet bme + 55.70) " 1.43, Return period = 10 Yrs ; c = cir e = ellip b = box
Hytlreflow Storm Sewers 2008 02 01

1s
15
m
u

Storm Sewer Tabulation
Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Grnd / Rim Elev
Line ID
coeff
(1)
flow
full
Line
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
On
Up
Dn
Up
Dn
Up
FLine
(ft)
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(ft/s)
(in)
(%)
IN
(ft)
(ff)
(ft)
(ft)
(ft)
1
End
76
0.39
4.33
0.85
0 33
2.85
100
10.7
6.6
18.96
36 69
2.68
36
0.30
2400
2423
28.79
28 85
0.00
29.50
15-14
2
1
134
3.94
3.94
064
2.52
252
10.0
10.0
6 8
1702
36.46
2.41
36
0.30
24.23
2463
29.01
29.09
29.50
29.50
16-15
Project File: STORM 16-14.stm
Number of lines: 2
Run Date: 11-17-2010
NOTES: Intensity = 2654.13 / (Inlet time + 55.70) ^ 1.43, Return period = 10 Yrs ; c = clr e = ellip b = box
Hydreflow Storm Sewers 2008 v1201

Hydrograph Summary Report HydraBow Hydrographs by lntelisolve v91
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
description
1
SCS Runoff
41.34
6
732
177,484
----
------
------
POND
2
Reservoir
9 940
6
762
176,513
1
2880
94,116
POND
PROPOSED.gpw
Return Period 10 Year
Wednesday, Dec 22, 2010

2
Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.1
Wednesday, Dec 22, 2010
Hyd. No. 1
POND
Hydrograph type
= SCS Runoff
Peak discharge =
41.34 cfs
Storm frequency
= 10 yrs
Time to peak =
732 min
Time interval
= 6 min
Hyd. volume =
177,484 cuft
Drainage area
= 11.800 ac
Curve number =
77'
Basin Slope
= 0.0 %
Hydraulic length =
0 ft
Tc method
= USER
Time of conc. (Tc) =
10.00 min
Total precip.
= 7.06 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
484
Composite (Area/CN) _ [(1 580 x 36) + (3.940 x 60) + (6 280 x 98)1 / 11 800
Q (cfs)
50.00
30.00
20.00
10.00
0.00
0 120 240 360 480
Hyd No. 1
POND
Hyd. No. 1 -- 10 Year
Q (Cfs)
5000
K' 1 11
30.00
20.00
10.00
' 0.00
600 720 840 960 1080 1200 1320 1440 1560
Time (min)

Hydrograph
Report
3
Hydraflow Hydrographs by Intelisolve v9 1
Wednesday, Dec 22, 2010
Hyd. No. 2
POND
Hydrograph type
= Reservoir
Peak discharge
= 9.940 cfs
Storm frequency
= 10 yrs
Time to peak
= 762 min
Time interval
= 6 min
Hyd. volume
= 176,513 cuft
Inflow hyd. No.
= 1 -POND
Max. Elevation
= 28.80 ft
Reservoir name
= POND
Max. Storage
= 94,116 cuft
Storage Indication method used
Q (cfs)
50.00
30.00
20.00
10.00
0.00 i
0 720
— Hyd No. 2
POND
Hyd. No. 2 -- 10 Year
1440 2160
2880
3600 4320 5040
5760 6480
— Hyd
No. 1
L_! !! Total storage
used = 94,116 cuft
Q (cfs)
5000
40.00
3000
20.00
10.00
0.00
7200
Time (min)

Pond Report a
Hydraflow Hydrographs by Intelisolve v9.1 Wednesday, Dec 22, 2010
Pond No. 1 - POND
Pond Data
Contours - User -defined contour areas. Conic method used for volume calculation. Beglning Elevation = 26.70 ft
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cult) Total storage (cuft)
0.00
2670
36,330
0
0
0.30
27.00
39,370
11,351
11,351
1.30
28.00
48,017
43,618
54,968
230
29.00
50,547
49,272
104,240
3.30
30.00
53,403
51,963
156,203
Culvert / Orifice Structures Weir Structures
[A]
[B] [C]
[PrfRsr]
[A]
[B]
[C] [D]
Rise (in)
= 36.00
3.00 0.00
0.00
Crest Len (ft) = 20.00
0.00
0.00 000
Span (in)
= 36.00
3.00 0.00
0.00
Crest El. (ft) = 28.50
000
0.00 0.00
No. Barrels
= 1
1 1
0
Weir Coeff. = 300
3.33
3.33 3.33
Invert El. (ft) = 25.50
2670 0.00
000
Weir Type = Broad
--
-- ---
Length (ft)
= 103.00
0.00 0.00
000
Multi -Stage = Yes
No
No No
Slope (%)
= 0.30
0.00 0.00
n/a
N-Value
= .010
.013 .013
n/a
Orifice Coeff. = 060
0.60 0.60
0.60
Exffl.(inthr) = 0.000 (by Contour)
Multi -Stage
= rue
Yes Yes
No
TW Elev. (ft) = 0.00
Note CulverVOnfice oudlaws are anar zed under inlet (m) and outlet loci control Weir risers checked for onfim conditions (ic) and submergence (s)
Stage I Storage / Discharge Table
Stage
Storage Elevation
CIv A
Clv B
Clv C
PriRsr Wr A Wr B
Wr C
Wr D Exfil User Total
It
cult
ft
cis
cfs
cfs
cfs cfs cfs
cfs
cfs cis cfs cfs
0.00
0
26.70
0.00
0.00
---
--- 0.00 ---
---
-- --- --- 0.00
003
1,135
26.73
8.44 oc
0.00 is
---
--- 0.00 ---
---
--- --- --- 0.00
0.06
2,270
2676
8.44 oc
0.01 is
---
--- 0.00 ---
---
--- --- --- 0.01
0.09
3,405
26.79
8.44 oc
0 02 is
---
-- 0.00 ---
---
-- --- --- 0.02
0.12
4,540
26.82
8.44 oc
0 03 is
--
--- 0.00 ---
---
--- --- --- 0.03
0.15
5,675
26.85
8.44 oc
0.04 is
---
--- 000 ---
---
-- --- --- 0.04
0.18
6,810
26.88
8.44 oc
0.06 is
---
--- 000 ---
--
--- --- --- 0.06
0.21
7,946
26.91
8.44 oc
0.07 Ic
---
--- 000 ---
---
--- --- --- 0.07
0.24
9,081
26.94
8.44 oc
0 08 Ic
--
--- 0.00 ---
--
--- -- --- 0.08
0.27
10,216
26.97
8.44 oc
0 09 Ic
--
--- 000 ---
---
--- --- --- 0.09
0.30
11,351
27.00
8.44 oc
0A0 is
---
--- 000 --
--
-- --- --- 010
0.40
15,713
27 10
8.44 oc
0 12 is
--
-- 000 ---
---
-- --- -- 012
0.50
20,074
2720
8.44 oc
0.14 Ic
--
--- 000 ---
---
--- --- --- 014
0.60
24,436
2730
8.44 oc
0.16 is
---
--- 0.00 ---
---
--- --- --- 016
0.70
28,798
27.40
8.44 oc
0.18 is
---
--- 000 --
---
--- --- --- 018
0.80
33,160
27.50
8.44 oc
0.19 is
--
--- 000 --
---
--- --- --- 0.19
0.90
37,521
27.60
8.44 oc
0.21 is
---
--- 0.00 --
--
-- --- --- 021
1 00
41,883
27.70
8.44 oc
0.22 is
--
-- 0.00 ---
---
--- -- -- 022
1 10
46,245
27.80
8.44 oc
0.23 is
---
--- 000 --
---
--- --- --- 023
1 20
50,607
27.90
8.44 oc
0.25 is
---
-- 000 ---
---
--- -- --- 025
1 30
54,968
2800
8 44 oc
0.26 is
---
--- 000 ---
---
--- --- --- 026
1 40
59,896
28 10
8 44 oc
0 27 is
---
-- 0.00 ---
---
--- --- --- 027
1.50
64,823
2820
8 44 oc
0 28 is
---
--- 0.00 ---
--
--- --- --- 0.28
1 60
69,750
2830
8 44 oc
0 29 is
---
--- 000 ---
---
--- --- --- 0.29
1 70
74,677
2840
8.44 oc
0.30 is
---
--- 000 ---
---
--- --- --- 030
1.80
79,604
2850
8 44 oc
0.31 is
---
--- 0.00 ---
---
--- --- --- 031
1 90
84,531
2860
8 44 oc
0.31 is
---
--- 1.90 ---
---
--- --- --- 2.21
200
89,459
2870
8 44 oc
0 32 is
---
--- 537 ---
---
--- --- --- 5.69
210
94,386
2880
10.35 oc
0.33 Ic
---
--- 986 ---
--
--- --- --- 10 19
220
99,313
2890
15.59 oc
0 29 Ic
---
--- 15.18 ---
---
--- --- --- 1547
230
104,240
2900
21 46 oc
0 23 Ic
---
--- 21.21 --
---
--- --- --- 21 44
240
109,437
29.10
26.95 oc
0 16 Ic
--
-- 26.79 s ---
---
--- --- --- 26.95
250
114,633
29.20
31 43 oc
0 15 Ic
---
--- 31.27 s ---
---
--- --- -- 31 A3
260
119,829
29.30
35.25 oc
0 14 Ic
---
-- 35.10 s ---
---
--- --- --- 35.25
270
125,025
2940
,
38.56 oc
0 13 is
---
--- 38.42 s ---
---
--- --- --- 38.55
, 2.80
130,222
2950
41.47 oc
0 12 is
---
--- 41.35 s ---
---
-- --- --- 41 A7
Continues on next page

tit
POND
Stage / Storage / Discharge Table
Stage
Storage
Elevation
Clv A
Clv 8 Clv C
ft
cuft
ft
cfs
cis cfs
2.90
135,418
29.60
44.07 oc
0.12 is --
3.00
140,614
29.70
46.43 oc
0.11 is ---
3.10
145,811
29.80
48.60 oc
0.10 is ---
3.20
151,007
29.90
50.61 oc
0.10 is --
3.30
156,203
3000
52.50 oc
0.09 is ---
End
PrfRsr WrA Wr B Wr C
Wr D Exfil User Total
cfs cis cis cis
cis cfs cfs cfs
--- 43 95 s --- ---
--- --- --- 44.07
-- 46 32 s -- ---
--- --- --- 46A2
--- 48 49 s --- --
--- --- --- 4860
--- 5051 s --- ---
--; --- --- 50.61
--- 52 40 s -- --
--- --- --- 5249