SW8070933_Current Permit_20071221

OFvv9
OC1 pG Michael F.Easley,Governor
7, William G.Ross Jr.,Secretary
North Carolina Department of Environment and Natural Resources
-Es whisbalkmat
Coleen H.Sullins Director
Division of Water Quality
December 21, 2007
Randy Martin, City Manager
Town of Morehead City
706 Arendell St.
Morehead City, NC 28557
Subject: Stormwater Permit No. SW8 070933
Morehead City Baseball Park
High Density Project
Carteret County
Dear Mr. Martin:'
The Wilmington Regional Office received a Stormwater Management Permit Application for
Morehead City Baseball Park on September 25, 2007 with additional information submitted on October
16 and December 10, 2007. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000.
We are forwarding Permit No. SW8 070933 dated December 21, 2007, for the construction of the
subject project.
This permit shall be effective from the date of issuance until December 21, 2017, 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 sixty (60) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and
binding.
If you have any questions, or need additional information concerning this matter, please contact M.J.
Naugle, or me at [phone].
Sincer ,
Edward Beck •
Regional Supervisor
Surface Water Protection Section
ENB/mjn: S:IWQSISTORMWATERIPERMITI070933 dec07
cc: Vincent Antrilli, Jr., EDA
Carteret County Building Inspections
Wilmington Regional Office
Central Files
M.J. Naugle
N�°_a�nnCarolina
Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterquality.o_rg Fax [phone]
An Equal Opportunity/Affirmative Action Employer-50%Recycled/10%Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 070933
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Randy Martin, City Manager and Town of Morehead City
Morehead City Baseball Park
Mayberry Loop Road, Morehead City, Carteret County
FOR THE
Construction, operation and maintenance of three (3) infiltration basins in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered a part of
this permit.
This permit shall be effective from the date of issuance until December 21, 2007, 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 1.6 on page 3 of this permit. The stormwater control has been
designed to handle the runoff from 129,893 square feet of impervious area.
3. This basin must be operated with a 50 foot vegetated filter.
4. The tract wilt be limited to the amount of built-upon area indicated on page 3 of this
permit, and per approved plans.
5. 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.
6. The runoff from all built-upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 070933
7. The following design criteria have been permitted for the infiltration basins and must be
provided and maintained at design condition:
Infiltration Trench 1 2 3
a. Drainage area, acres 1.74 2.83 2.63
Onsite, ft2: 75892 123343 114440
Offsite, ft2: 0 0 0
b_Total Impervious Surfaces, ft2: 36316 42495 51082
c. Design Storm, inches: 1.5 1.5 1.5
d. Bottom Surface Area, ft2: 3115 3115 6135
e. Bottom Elevation, FMSL: 7 7 7
f. Bypass Weir Elevation, FMSL: 8.26 8.5 7.98
g. Permitted Storage Volume;ft3 7650 7650 14185
h. Type of Soil Ag
i. Infiltration Rate, in/hr: 5.3 3.5 3.5
j. Seasonal High Water Table,FMSL: 5 5 5
k.Time to Draw Down,hours: 5 7 5
1. Receiving Stream/River Basin Crab Point Bay/White Oak
m. Stream Index Number: 21-30
n. Classification: Within V2 mile of SA;HWQ
II. SCHEDULE OF COMPLIANCE
1. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and re-vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bypass structure, infiltration media,flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
h. Maintain level spreaders in accordance with approved plans and O&M.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. 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.
6. 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 070933
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Randy Martin, City Manager and Town of Morehead City
Morehead City Baseball Park
Maybeny Loop Road, Morehead City, Carteret County
FOR THE
Construction, operation and maintenance of three (3) infiltration basins in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered a part of
this permit.
This permit shall be effective from the date of issuance until December 21, 2007, 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 1.6 on page 3 of this permit. The stormwater control has been
designed to handle the runoff from 129,893 square feet of impervious area.
3. This basin must be operated with a 50 foot vegetated filter.
4. The tract will be limited to the amount of built-upon area indicated on page 3 of this
permit, and per approved plans.
5. 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.
6. The runoff from all built-upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 070933
7. The following design criteria have been permitted for the infiltration basins and must be
provided and maintained at design condition:
Infiltration Trench 1 2 3
a. Drainage area,acres 1.74 2.83 2.63
Onsite,ft2: 75892 123343 114440
Offsite,ft2: 0 0 0
b.Total Impervious Surfaces,ft2: 36316 42495 51082
c. Design Storm,inches: 1.5 1.5 1.5
d. Bottom Surface Area, ft2: 3115 3115 6135
e. Bottom Elevation,FMSL: 7 7 7
f. Bypass Weir Elevation,FMSL: 8.26 8.5 7.98
g. Permitted Storage Volume;ft 7650 7650 14185
h. Type of Soil Ag
i. Infiltration Rate,in/hr: 5.3 3.5 3.5
j. Seasonal High Water Table,FMSL: 5 5 5
k.Time to Draw Down,hours: 5 7 5
1. Receiving Stream/River Basin Crab Point Bay/White Oak
m. Stream Index Number: 21-30
n. Classification: Within%2 mile of SA;HWQ
II. SCHEDULE OF COMPLIANCE
1. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and re-vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
h. Maintain level spreaders in accordance with approved plans and O&M.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. 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.
6. 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 070933
7. 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. A modification may be required for those deviations.
8. Access to the stormwater facilities shall be maintained via appropriate easements at all
times.
9. 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 any item shown on the approved plans, including the stormwater
management measures, built-upon area, details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of 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.
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
12. 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.
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and approval
by the Director. In the event of a change of ownership, or a name change, the permittee
must submit a completed Name/Ownership Change form to the Division of Water
Quality, signed by both parties, and accompanied by the appropriate documentation as
listed on page 2 of the form. The approval of this request will be considered on its merits
and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such time as
the Division approves the transfer request.
3. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 070933
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.
7. 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 permittee shall notify the Division in writing of any name, ownership or mailing
address changes within 30 days.
Permit issued this the twenty-first day of December 2007.
NOR CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
CUD/3
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 070933
Morehead City Baseball Park
Stormwater Permit No. SW8 070933
Carteret County
Designer's Certification
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 included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 070933
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built-upon area.
3. All the built-upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Carteret County Building Inspections
Page 7 of 7

Filter Strip, Restored Riparian Buffer and Level Spreader
Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established,any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year,the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
- Once a year,the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established,it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element , Potential problem: How I will remediate the problem:,
The entire filter strip Trash/debris is present. Remove the trash/debris.
system
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. _of any sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
1 repair. 1

BMP element Potential problem: How T will remediate the problem:
The swale and the level The swale is dogged with Remove the sediment and dispose
lip sediment. of it off-site,
The level lip is cracked, Repair or replace lip.
settled,undercut,eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip,and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide '
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslope of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed, remove the gully,and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed(enlarge if
downhill, necessary). After this,reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
(if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc, Remedy the problem and,
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used,do not
allow it to get into the receiving
__ water.
The receiving water Erosion or other signs of Contact the NC Division of Water
jdamage have occurred at the Quality local Regional Office,or the
outlet. 401 Oversight Unit at 919-733-1786.

S 6ri0933
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name: P.andy Martin
Title: City Manager
Address: 706 Arendell Street, Morehead City,NC 28557 .
Phone:[phone]
Signature: /, /- , 77d.
�`
Date: /?/ $ ,f)? .
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, e a vt r_o_ gi.b Cam,•. ,a Notary Public for the State of
4Jo,4-t- Chr o I;n.a_ , County of CCU r 4-cA2.4 . , do hereby certify that
personally appeared before me this�'F"`-
day of-0 Q.c ,c of , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
01;eu1441r
s®
It
oe
~°°sue#r�eA
SEAL
My commission expires [, /3 0 /a..o o$,

sr-z-5(c3 b rl =
Filter Strip, Restored Riparian Buffer and Level Spreader
Inspection and Maintenance Agreement
I will keep a maintenance record on this BIVIP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established,any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year,the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993), Forested filter strips do not require this type of maintenance.
— Once a year,the soil will be aerated if necessary.
— Once a year,soil pH will be tested and lime will be added if necessary.
After the filter strip is established,it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element Potential problem: How I will remediate the problem:,
The entire fitter strip Trash/debris is present. Remove the trash/debris.
system
The flow splitter.device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. of any sediment off-site,
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair. 1

BMP element Potential problem: How I will reinediate the problem:
The swale and the level The swale is dogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled,undercut,eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip,and
shows stormwater has then plant a ground cover and
bypassed it water until it is established. Provide
line and a one-tune fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslope of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive grillies have formed, remove the gully,and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed(enlarge if
downhill, necessary), After this,reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
(if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc, Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. if pesticide is used,do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office,or the
outlet. 401 Oversight Unit at 919-733-1786.

cp-)8 3%
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name: dandy Martin
Title: City Manager
Address: 706 Arendell Street Morehead City,NC 28557
Phone:[phone]
Signature:_
Date: /a? 5 0?
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, Q a fL-( • g, tA".. - , a Notary Public for the State of
(Up v 411, Oar o U , County of Car .t r cr , do hereby certify that
1.()Cam 0 H Gar ;fi►--. personally appeared before me this &-k'
day of Dee tow , D,.00-t , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, YY� .
�ee`a'eeeee
�`�1E M. "i.
m®s . e. A g lA
.63
•yyy .•y a . sit.
SEAL
My commission expires ii /..3 /c6

Filter Strip, Restored Riparian Buffer and Level Spreader
Inspection aid Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established,any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year,the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993), Forested filter strips do not require this type of maintenance.
- Once a year,the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established,it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows, Any problems that are found shall
be repaired immediately.
BMP element Potential pmblem: low I will remediate the problem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
system
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. of any sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair. .

wS 0 `lo
BMP element Potential problem: How I will remediate the problem:
The swale and the level The Swale is dogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled,undercut,eroded or
otherwise damaked.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip,and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and a one-tune fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslope of the level lip. _
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed, remove the gully,and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed(enlarge if
downhill, necessary). After this,reestablish
_ the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
(if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertil i-ar application.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead,diseased or Determine the source of the
dying• problem: soils,hydrology,disease,
etc. Remedy the problem and,
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used,do not
allow it to get into the receiving
•
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
I damage have occurred at the Quality local Regional Office,or the
outlet. 401 Oversight Unit.at 919-733-1786.

Su)o 0rl093;
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify I)WQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name:, Randy Martin.
Title: City Manager ,
Address: 706 Arendell Street,Morehead City,NC 28557
Phone:[phone]
Signature: / �7 f f�.. �.
Date: : b .®� �/
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, Q.a h r.&. /* • ,•k(i v , a Notary Public for the State of
/U o r`i1-� (c y o)t n a, County of Qcor 4-a r-`4• , do hereby certify that
Gym frt a. ►--4 ___personally appeared before me this 5si-t`
dayof � o
&)q cerm b•ca oLO -7, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
(3e.,9,-K,s-e- ),),-1 . ,( 21..,-e_.--",-.-
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My commission expires . i i /3 o f c2-OO g

Infiltration Basin Inspection and Maintenance Agreement
I will keep a maintenance record on this BM . This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately, These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established,the vegetation will be
watered twice weekly if needed until the plants become established(commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established,it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of inspection and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element; Potential.problem: How I will remediate the problem;
The entire BMP Trash/debris is present. Remove the bash/debris.
The perimeter of the Areas of bare soil and/or Regrade the soil if necessary to
infiltration basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or The pipe is dogged(if Unclog the pipe. Dispose of the
swale applicable). sediment off-site.
, The pipe is cracked or Replace the pipe.
otherwise damaged(if
applicable).
Erosion is occurring in the Regrade the Swale if necessary to
swale(if applicable). smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.

I BMP element l Potential problem: How I will remediate the problem:
The forebay f Sediment has accumulated I Search for the source of die
and reduced the depth to 75% sediment and remedy the problem if
of the original design depth. possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or Provide additional erosion
riprap is displaced. protection such as reinforced turf
matting or riprap if needed to
prevent_future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticides are used,wipe
them on the plants rather than
spraying.
The main treatment area A visible layer of sediment Search for the source of the
has accumulated. sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than Replace the top few inches of filter
5 days after a storm event. media and see if this corrects the
standing water problem. If so,
revegetate immediately. if not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are Remove the plants by hand or by
growing in the main wiping them with pesticide(do not
treatment area. spray).
The embankment Shrubs or trees have started Remove shrubs or trees
to grow on the embankment. immediately.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet. 733-1786.

Sum 090133
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name: Randy Martin
Title: . City Manager _.
Address: 706 Arendell Street, Morehead City, NC 28557
Phone: [phone]
Signature: . z
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, —� Q In ►'i e- hi . iQ b 4,-,.:__ , a Notary Public for the State of
/U0 e'I' 1 ea/o l t'A as, County of Coot-key#- , do hereby certify that
R• kc , OLA3. H a f •h'rti _personally appeared before me this s 'F"'-•
day of Le evy .. lo.Ji. , o--1 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, •
("41.-x--)t-g- Yk . (2c-6-4_,.i._.:
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My commission expires i r /3ç iePoc8 ,

or-1°g33
Infiltration Basin Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established,the vegetation will be
watered twice weekly if needed until the plants become established(commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established,it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of inspection and maintenance will be kept in a known set location
and will be available upon request
Inspection activities shall be perforrhed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will,remediate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the Areas of bare soil and/or Regrade the soil if necessary to
infiltration basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or The pipe is clogged(if Unclog the pipe. Dispose of the
swale , applicable). sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged(if
applicable).
Erosion is occurring in the Regrade the swale if necessary to
swale(if applicable). smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.

I BMP element: Potential problem: How I will remediate the problem:
f The forebay Sediment has accumulated Search for the source of the
and reduced the depth to 75% sediment and remedy the problem if
of the original design depth possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or Provide additional erosion
riprap is displaced. protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticides are used,wipe
them on the plants rather than
spraying.
The main treatment area A visible layer of sediment Search for the source of the
has accumulated. sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than Replace the top few inches of filter
5 days after a storm event. media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are Remove the plants by hand or by
growing in the main wiping them with pesticide(do not
treatment area, spray).
The embankment Shrubs or trees have started Remove shrubs or trees
to grow on the embankment. immediately.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device,
The receiving water. Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919• I
outlet. 733-1786.

I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name: Randy Martin •
Title: City Manager
Address: 706 Arendell Street, Morehead City, NC 28557
Phone: [phone]
Signature: or, �.
Date:.
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, t a n . g)'b( , a Notary Public for the State of
/L..)or+lk Car o n. , County of Ca r.cn..e�( , do hereby certify that
g , iE ct�-► . hi ar + r . , personally appeared before me this 54-41'
day of Ce_t_eirvv io4,4._. , co o-/ , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
rn .
sfe........ .
a®TAFgj„ by
0
S7��ze-UBLW ri
• r r
o{C,�cT coo;o
SEAL s•eeetios
My commission expires_ // /34o/o2._o a g .

Infiltration Basin Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the.publie,and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established,the vegetation will be
watered twice weekly.if needed until the plants become established(commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established,it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of inspection and maintenance will be kept in a known set location
and will be available upon request
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element Potential problem: How I will remediate the problem:
The entire BP Trash debris is present. Remove the trash/debris.
The perimeter of the Areas of bare soil and/or Regrade the soil if necessary to
infiltration basin erosive gullies have formed remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or The pipe is clogged(if Unclog the pipe. Dispose of the
swale , applicable). sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged(if
applicable).
Erosion is occurring in the Regrade the swale if necessary to
swale(if applicable). smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
Ifuture problems with erosion.
IVIED
I DEC 1 0 2007

BMP element: Potential problem: How I will remediate the problem:
The forebay Sediment has accumulated I Search for the source of the
and reduced the depth to 75% sediment and remedy the problem if
of the original design depth. possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or Provide additional erosion
riprap is displaced. protection such as reinforced turf
matting or riprap if needed to
iirevent.future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticides are used,wipe
them on the plants rather than
spraying.
The main treatment area A visible layer of sediment Search for the source of the
has accumulated. sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than Replace the top few inches of filter
5 days after a storm event. media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are Remove the plants by hand or by
growing in the main wiping them with pesticide(do not
treatment area. spray).
The embankment Shrubs or trees have started Remove shrubs or trees
to grow on the embankment. immediately.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet. 733-1786.

I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify b)WQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name: Randy Martin .
Title: City Manager
Address: 706 Arendell Street, Morehead City, NC 28557
Phone: [phone];, ; „;--7, 7 ./,/, r
Signature: .75 1 e�
Date: f'2/ 0 P
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, ea n 1-'1 . g b Cam- , a Notary Public for the State of
,kJ o r 41A- C)oi'ol l'A.o, , County of Zak,-lcn.,2_ , do hereby certify that
e . Ram oL. H a -fi n personally appeared before me this 1-4--
day of.pae.vm b.c./._... , 02.p crl ,and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
C)--44"-x-'7"- )-1<- . 9-41-44.4---.
f/#,OTAR4 y
fit°
20
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'1►,•%,vT cove 0
sae,
SEAL
My commission expires i 1 /3o/6-ace 8 .
R.F..:CF,PraTED
DEC 1 0 2007
BY:5 °ri °`13i3

•
_ iztotort _
`fo ,, ri . Qlp - _
Date Received Fee Paid 0ouggell Permit Number
e tor] b$.1-O(o 5t3 S . 09 o 33
`07 tooc- . ci{4101(o 33S
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
L GENERAL INFORMATION
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Town of Morehead City
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
• Randy Martin,City Manager
3. Mailing Address for person listed in ftem 2 above:
70¢A3rendell St
City:Morehead City State:NC Zip;28557
Phone: (252 ) 726-6848 Fax: (252 ) 726-2267
Emahcitymanage}Obizec.rr.com
•
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on
plans,specifications,letters,operation and maintenance agreements,etc.):
Morehead City Baseball Park ,
5. Location of Project(street address):
Mayberry Loop Road
City:Morehead city County:Carteret
6. Directions to project(from nearest major intersection):
From the intersection of US70 and N.20th St,travel North 1.15 miles to Mayberry Loop Road,then
approximately 1000 feet West on Mayberry Loop Road,Site located op South side of street.
7. Latitude:34.7380 N Longitude:76.7347 W of project
8. Contact person who can answer questions about the project:
Name:Vincent Antrilli,Jr./EL1Apa , Telephone Number: (919. ) 7811i1083
Email_vantrilii©ERApa.com_._ 11�-SO(O-6 l5
IL PERMIT INFORMATION: —RECEIVED
BY:

1. Specify whether project is(check one): 111 New °Renewal °Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit,list the
existing permit number - and its issue date(if known)
3. Specify the type of project(check one):
❑Low Density ®High Density °Redevelop °General Permit °Universal SMl' °Other
4. Additional Project Requirements(check applicable blanks):
°CAMA Major ►:t Sedimentation/Erosion Control ►/404/401 Permit °NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below,summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages)describing stormwater management for the project,
Th &st 1.5 inks of}Stormwater Runoff will be treated to Infiltration Basins.Excess Runoff will flow through a
bypass channel to a Level Spreader.
2. Sttormwater runoff from this project drains to the White Oak River basin.
3. Total Site Area: 12.71 . acres 4. Total Wetlands Area: 0.39 , acres
5. 100'Wide Strip of Wetland Area: 0.39 acres (not applicable if no wetlands exist on site)
6. Total Project Area":: 12.71 acres 7. Project Built Upon Area: 23.6
8. How many drainage areas does the project have? 3 .
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project,attach an additional sheet with the information for each area provided in the same format as below,
Ede "flAe . j eft*it.
Basin Inforniation Drainage Ala1 Drainage Area2
Receiving Stream Name
Stream Class&Index No.
Drainage Area(sf)
Existing Impervious*Area(sf)
Proposed Impervious*Area(sf)
% Impervious*Area(total)
hnpervio s Aar . . Ai 1 Drainage ge Area 2
On-site Buildings(sfl
On-site Streets (sf)
•
On-site Parking (sf) •
v
On-site Sidewalks (sf)
Other on-site (sf)
Off-site (sf)
Total. (sf):

*Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon
area percentage calculation.
(k v2. oco—t .le
10. How was the offsite impervious area listed above derived?: 2 2 es
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly,a table listing each
lot number,size and the allowable built-upon area for each lot must be provided as an attachment.
Form DRPC-1 High Density Commercial Subdivisions
Form DRPC-2 High Density Developments with Outparcels
Form DRPC-3 High Density Residential Subdivisions
Form DRPC-4 Low Density Commercial Subdivisions
Form DRPC-5 Low Density Residential Subdivisions
Form DRPC-6 Low Density Residential Subdivisions with Curb Outlets
By your signature below,you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form,that the covenants will be binding
on all parties and persons claiming under them,that they will run with the land,that the required covenants
cannot be changed or deleted without concurrence from the State,and that they will be recorded prior to the
sale of any Iot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s)listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at(919)735083 for the
status and availability of these forms.
Form SW401-Low Density Low Density Supplement
Form SW401-Curb Outlet System Curb Outlet System Supplement
Form SWIM-Off-Site System Of Site System Supplement
Form SW401 Wet Detention Basin Wet Detention Basin Supplement
Form SW401-Infiltration Basin Infiltration Basin Supplement
Form SWIM-Infiltration Trench Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell Bioretention Cell Supplement
Form SW401-Level Spreader Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland Constructed Wetland Supplement
Form.SW401-Grassed Swale Grassed Swale Supplement
Form SW401-Sand Filter Sand Filter Supplement
r..... C'17TT 1AI is._-:.«0 n,' T 3 .D4

VI. SUBMITTAL REQUIREMENTS
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. The complete application package
should be submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on
the interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions&Protective Covenants Form
• Original of the applicable Supplement Form(s)and O&M agreement(s)for each BlvMP T
• Permit application processing fee of$505($4,000 for Express)payable to NCDENR
• Calculations&detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• Three copies of plans and specifications(sealed,signed&dated),including:
-Development/Project name
-Engineer and firm
-Legend
-North arrow
Scale
Revision number&date
-Mean high water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours,proposed contours,spot elevations,finished floor elevations
Details of roads,drainage features,collection systems,and stormwater control measures
-Wetlands delineated,or a note on plans that none exist
-Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations
Drainage areas delineated
-Vegetated buffers(where required)
VII. AGENT AUTHORIZATION
if you wish to designate authority to another individual or firm so that they may provide information on your
behalf,please complete this section.
Designated agent(individual or firm): EDApa
Mailing Address: 4140 Perklake Ave,Suite 3Q0
City: Raleigh State:, NC Zip: 27612
Phone: (. 919 ) 781-1083 Fax: ( 919 ) 787-9678
Email: .
VIII, APPLICANT'S CERTIFICATION
1,(print ar type name of person listed in General Information, item 2) .Randy Martin,City Manager •
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 proposed project complies with the requirements of 15A
NCAC 2H.1000.
Signature: 1 _ ' 9'2 Date: GJ
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u38 a
Permit No. `
(to be provided by DWQ)
♦ r- w
WATEG
ASTORMWATER MANAGEMENT PERMIT APPLICATION FORMNCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part Ill)must be printed,filled out and submitted along with all of the required information.
L PROJECT INFORMATION
Project Name Morehead City'Baseball Park
Contact Person Randy Martin,City Manager
Phone Number 252-726-6848
Date 3-Dec-07
Drainage Area Number 2(Peak Flow includes Baseball Field but Treatment excludes Baseball Field)
IIi. DESIGN UtIFORMATION•
Site Characteristics
Drainage area 24g 58-r r ft2 12 3 3 ` vv f c pglaS 4(�L
Impervious area 42,495.00 ft2
Percent impervious 0.17
Design rainfall depth 1,5 in
Peak Flow Calculations
Is pre/post control of the 1-yr 24-hr peak flow required? N (Y or N)
1-yr,24-hr runoff depth 3.66 in
1•yr,24-hr intensity 0.15 in/hr
Pre-development 1-yr,24-hr runoff volume 0.14 ft3/sec
Post-development 1-yr,24-hr runoff volume 0.2 ft3/sec
Pre/Post 1-yr,24-hr peak flow control 0.1 ft3/sec
Storage Volume:Non-SR Waters
Minimum design volume required 5,552 ft3
Design volume provided 7.650 ft3 OK for non-SR waters
Storage Volume: SR Waters
1-yr,24-hr rainfall depth in
Pre-development 1-yr,24-hr runoff ft3
Post-development 1-yr,24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Soils Report Summary
Soil type Ag
Infiltration rate a 9'' in/hr ,ram u4�A� ft`I - CAL45 �1 t.1ZEl'o$j
SHWT elevation 5 00 fmsl
Basin Design Parameters
Drawdown time 2 days 0K
Basin side slopes 3 :1 OK
Basin bottom elevation 7.00 fmsl OK
Storage elevation a 50 fmsl
Top elevation 9.00 fmsl
Basin Bottom Dimensions
Basin length 80 ft
Basin width 40 ft
Bottom SA 3115 ft2 I DEC p Z007
Form SW401-Infiltration Basin-Rev.1 Parts I.&II.Design Summary,Page 1 of 2

Permit No. SW t 09 oC 3j-
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin 1.53 ac-in OK
Length of vegetative filter for overflow. 50 ft OK
Distance to structure 20 ft OK
Distance from surface waters 12000 ft OK
Distance from water supply well(s) n!a ft OK
Separation from impervious soil layer 2 ft OK
Naturally occuring soil above shwt 1 ft OK
Bottom covered with 4-in of clean sand? Y (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Bypass provided for larger storms? Y (Y or N) OK
Pretreatment device provided Swale
Fonn SW401-Infiltration Basin-Rev.1 Parts I.&II.Design Summary,Page 2 of 2

Permit No. c(0 S b 9 O 1
(to be provided by DWQ)
REQUIRED rr s cHEcKUsr
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Page!Plan
Initials Sheet No.
1. Plans(1"-50'or larger)of the entire site showing:
-Design at ultimate build-out,
-Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
-Recorded drainage easement and public right of way(ROW),
Overflow device,and
-Boundaries of drainage easement.
C 2 2. Partial plan(1"=30'or larger)and details for the infiltration basin showing:
-Bypass structure,
-Maintenance access,
-Basin bottom dimensions,
-Basin cross-section with benchmark for sediment cleanout,
-Flow distribution detail for inflow,
-Vegetated filter,and
-Pretreatment device.
`rik C-6 3. Section view of the infiltration basin(1"=20'or larger)showing:
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
'a Cal`5 4. A table of elevations,areas,incremental volumes&accumulated volumes to verify the volume provided.
' L ?tfc'f~ 5. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. The
results of the soils report must be verified in the field by DWQ,by completing&submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
'v4 e:-eort- 6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
7. A construction sequence that shows how the infitiration basin will be protected from sediment until the
entire drainage area is stabilized.
11/4 s 8. The supporting calculations.
`k4 14^a.4 9. A copy of the signed and notarized inspection and maintenance(I&M)agreement.
1.1/4. 10. A copy of the deed restriction.
Form SW401-Infiltration Basin-Rev.1 Page 1 of 1 Part III.Required Items Checklist, Page 1 of 1

•
Permit No.5033 orl 9 33
(to be provided by DWQ)
O�oF WATe'9pG
` ` STORMWATER MANAGEMENT PERMIT APPLICATION FORM >
NCDENR 401 CERTIFICATION APPLICATION FORM >'M1`
INFILTRATION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part Ill)must be printed,filled out and submitted along with all of the required information.
L PROAC1 DrowT1O
Project Name Morehead City Baseball Park
Contact Person Randy Martin,City Manager
Phone Number 252-726-6848 —
Date :3-Dec 07
Drainage Area Number 1
It. DESIGN ENFORMATION
Site Characteristics
Drainage area 75,892.00 ft2
Impervious area 36,316.00 ft2
Percent impervious 0.48
Design rainfall depth 1.5 in
Peak Flow Calculations
Is pre/post control of the 1-yr 24-hr peak flow required? N (Y or N)
1-yr,24-hr runoff depth 3.66 in
1-yr,24-hr intensity 0.15 in/hr
Pre-development 1-yr,24-hr runoff volume 0.04 ft3/sec
Post-development 1-yr,24-hr runoff volume 0.15 ft3/sec
Pre/Post 1-yr,24-hr peak flow control 0.1 ft3/sec
Storage Volume:Non-SR Waters
Minimum design volume required 4,560 ft3
Design volume provided 7,650 ft3 OK for non-SR waters
Storage Volume: SR Waters
1-yr,24-hr rainfall depth in
Pre-development 1-yr,24-hr runoff ft3
Post-development 1-yr,24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Soils Report Summary
Soil type Ag
Infiltration rate 5.30 in/hr
SHWT elevation 5.00 fmsl
Basin Design Parameters
Drawdown time 2 days OK
Basin side slopes 3 :1 OK
Basin bottom elevation 7.00 fmsl OK
Storage elevation 8.26 fmsl
Top elevation 9.00 fmsl
Basin Bottom Dimensions
Basin length 80 ft
Basin width
40 ft .��,
Bottom SA 3,115 ft2 P EC .M��
DEC 1 0 Zoo?
11Y:
Form SW401-Infiltration Basin-Rev.1 Parts I.&II.Design Summary,Page 1 of 2

Permit No. SU3 e b 109-33
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin 1..26 ac-in OK
Length of vegetative filter for overflow 50 ft OK
Distance to structure 20 ft OK
Distance from surface waters 12000 ft OK
Distance from water supply well(s) n/a ft OK
Separation from impervious soil layer 2 ft OK
Naturally occuring soil above shwt 1 ft OK
Bottom covered with 4-in of clean sand? Y (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Bypass provided for larger storms? Y (Y or N) OK
Pretreatment device provided Catch Basin
Form SW401-Infiltration Basin-Rev.1 Parts I.&II.Design Summary,Page 2 of 2

Permit No. S 01 o9 33
(to be provided by DWQ)
!Il" REQUIRED ma CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Pagel Plan
Initials Sheet No.
14( e— 1. Plans(1"-50'or larger)of the entire site showing:
-Design at ultimate build-out,
-Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
-Recorded drainage easement and public right of way(ROW),
-Overflow device,and
DD// -Boundaries of drainage easement.
U� 2. Partial plan(1"=30'or larger)and details for the infiltration basin showing:
-Bypass structure,
-Maintenance access,
-Basin bottom dimensions,
-Basin cross-section with benchmark for sediment cleanout,
-Flow distribution detail for inflow,
-Vegetated filter,and
-Pretreatment device.
° 3. Section view of the infiltration basin(1"=20'or larger)showing:
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
✓� Co(c5 4. A table of elevations,areas,incremental volumes&accumulated volumes to verify the volume provided.
�`� erf- 5. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. The
results of the soils report must be verified in the field by DWQ,by completing&submitting the soils
- investigation request form. County soil maps are not an acceptable source of soils information.
4" /�4 o(4- 6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
(2-49of f- 7. A construction sequence that shows how the infitlration basin will be protected from sediment until the
A entire drainage area is stabilized.
c1,01 8. The supporting calculations.
q h+ 9. A copy of the signed and notarized inspection and maintenance(I&M)agreement.
� - 10. A copy of the deed restriction.
Form SW401-Infiltration Basin-Rev.1 Page 1 of 1 Part III.Required Items Checklist,Page 1 of 1

r�
Permit No. 0 l 0�IQ
53
(to be provided by DWQ)
apF wa�Tpq
.r��F" o ��,
STORMWATER MANAGEMENT PERMIT APPLICATION FORM JUJlX9
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part Ill)must be printed,filled out and submitted along with all of the required information.
I. PROJECT SNFORMATION
Project Name Morehead City Baseball Pant
Contact Person Randy Martin,City Manager
Phone Number 252- g48
Date .37
Drainage Area Number 3(NE grassed and wetland area has been excepted out of this draiange area)
II. DESIGN INFORMATION . - •
Site Characteristics
Drainage area 114,440:00 ft2
Impervious area 51,082.00 ft2
Percent impervious 0.45
Design rainfall depth 1.5 in
Peak Flow Calculations
Is pre/post control of the 1-yr 24-hr peak flow required? N (Y or N)
1-yr,24-hr runoff depth 3 66 in
1-yr,24-hr intensity 0.15 in/hr
Pre-development 1-yr,24-hr runoff volume 0.1 ft3/sec
Post-development 1-yr,24-hr runoff volume 0.21 ft3/sec
Pre/Post 1-yr,24-hr peak flow control 0.1 ft3/sec
Storage Volume:Non-SR Waters
Minimum design volume required 6.462 ft3
Design volume provided 14,185 ft3 OK for non-SR waters
Storage Volume: SR Waters
1-yr,24-hr rainfall depth in
Pre-development 1-yr,24-hr runoff ft3
Post-development 1-yr,24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Soils Report Summary
Soil type Ag
Infiltration rate 3.50 in/hr
SHWT elevation 5.00 fmsl
Basin Design Parameters
Drawdown time 2 days OK
Basin side slopes 3 :1 OK
Basin bottom elevation 7.00 fmsl OK
Storage elevation 7.98 fmsl
Top elevation 9.00 fmsl
Basin Bottom Dimensions
Basin length 77 ft
Basin width 53 ft
Bottom SA 6,135 ft2 FRECTC. IVED
DEC 1 0 2001
Form SW401-Infiltration Basin-Rev.1 Parts I.&II.Design Summary,Page 1 of 2

Permit No. S u- C)9 69 33
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin 1.78 ac-in OK
Length of vegetative filter for overflow 50 ft OK
Distance to structure 30 ft OK
Distance from surface waters 12000 ft OK
Distance from water supply well(s) n!a ft OK
Separation from impervious soil layer 2 ft OK
Naturally occuring soil above shwt 1 ft OK
Bottom covered with 4-in of clean sand? Y (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Bypass provided for larger storms? Y (Y or N) OK
Pretreatment device provided Swale
Form SW401-Infiltration Basin-Rev.1 Parts I.&II.Design Summary,Page 2 of 2

Permit NO.SCO3Q 09 3
(to be provided by DWQ)
M. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Page/Plan
InitialsIn� Sheet No.
`l/4 1. Plans(1"-50'or larger)of the entire site showing:
-Design at ultimate build-out,
-Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
Recorded drainage easement and public right of way(ROW),
-Overflow device,and
-Boundaries of drainage easement.
gy4 e 2. Partial plan(1"=30'or larger)and details for the infiltration basin showing:
-Bypass structure,
Maintenance access,
-Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
-Flow distribution detail for inflow,
-Vegetated filter,and
-Pretreatment device.
�a 3. Section view of the infiltration basin(1"=20'or larger)showing:
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
to CKfc s 4. A table of elevations,areas,incremental volumes&accumulated volumes to verify the volume provided.
114 go 5. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. The
results of the soils report must be verified in the field by DWQ,by completing&submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
e-teer 6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
tive l-o p e r i' 7. A construction sequence that shows how the infttration basin will be protected from sediment until the
entire drainage area is stabilized.
447 i4441atkei 8. The supporting calculations.
'iya A .4 9. A copy of the signed and notarized inspection and maintenance(I&M)agreement.
NM 10. A copy of the deed restriction.
Form SW401-Infiltration Basin-Rev.1 Page 1 of 1 Part III.Required Items Checklist,Page 1 of 1