SW8060110_CURRENT PERMIT_20060117

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 o4no I I D
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M DD

ha 7j0 in lir7�a'1 a ��` 9'*A �!iia , Via. vsx �
� k , 7 � ,......,#���,�•�.n r,a���. ���� _. ,� F DOE F]C� U. SE,O?1L.'Y ... _.. ,. M x� 111T F;y7 , ws.f
Date Received Fee Paid Permit Number
1-1- r)(.0 2_1 &VQ2DUD 1 I D_
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the
individual, etc. who owns the project):
2. Print Owner/Signi Official's name and title (person legally respo
A : J
ible for facility and(
�
3. Mailing Address for person listed in item 2 above:
1005 hJe,�-%e l rootd
City: ek-,- L e Scvn 'x.. State: NG Zip: 2 6 Sit 7
Telephone Number: ( 111 V } 451 - 7 2-13
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
1liQC eArtP L,t- 07e- ly toA X"wSTG;e6 a AR7-e- s - F/;GNGhl
CA r Ile, - 1 � s o /,,d 57
5. Location of Project (street address): P 11 SS- Come,,, o�- 1he14,,94 RltvW 1-' 6Vr77-161-rf 41-4V
nf150 -6, rn , r c, (-onLale$_ 91vl ! of Ji., Sni�fi Pia/
City: 7
,at, K o n r' r County: do s /aw
6. Directions to project (from nearest major intersection):
Ser, - in 4eerea&o ,S
pirsv- 3S 3&q(,(, s$s9 3-1
7. Latitude: C_" 5S — Longitude: ZO&lf 9 3 6 _ of project
8. Contact person who can answer questions about the project:
Narne:OaiJ f?oaG4c r SI-ruAf1- kflhlrrrn3Telephone Number: ( C111 ) ?00 - 6752:;'
II. PERMIT INFORMATION:
1. Specify whether project is (check one): A- New Renewal Modification
Form SWU-101 Version 3.99 Page l of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number 'V&A and its issue date (if known) IPIA
3. Specify the type of project (check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major ✓edime ntation/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) Id�escribing stormwater management for the project. I _ aJ 1
S6�iv+wG �e! %��oM cac-4 r. �� � -'11 6 r- n,+d�/ fQ On e ( S,'ie r �i•J
4-wdcx� ko s _kr &.n,-��►'
2. Stormwater runoff from this project drains to the G+- 141 11 0414 _ River basin.
3. Total Project Area: 3 y 76 acres 4. Project Built Upon Area: 1/• q Z
,__�Z9 G> G d
�
5. Flow many drainage areas does the project have?_
- .
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
SCrT %}7"7WC141ri0
-B'i^a'E'Hs+i' n i!�n.'.MforJr•rm4-a91tk�i�^ocl-neret l� u, ..,,p§,�vy,
� ��.ti�.y.��.kn0., Cm.,�ti'E nia..g..µAiea�1
4off arnageAa 2
30,11M7
Receiving Stream Name
Receiving Stream Class
Drainage Area
Existing Impervious' Area
Proposed Impervious'Area
% Impervious' Area (total)
lIiti erviouti �snrfacellrea�
.-...1�,_i. ... .i .......:...... .....:-� _�ra�
'«�DramageAre719,�.
"t�..
�>;'_°� `D.iairiagei'Alrea
'-rR:4 !Jip a9�xwrw;:s„a•e A....a ...-Ji Ly+...� .
On -site Buildings
On -site Streets
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total:
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

Drainage Basin Information (Sec. III, 6. of Application)
Basin Information :.
_. Pond Aa
Pond B ,'
Pond C'.
Pond D..
Receiving Stream Name
Co dels Creek
Co dels Creek
Co dels Creek
Co dels Creek
Receiving Stream Class
SC NSW
SC NSW
SC NSW
SC NSW
Drainage Area
1.97
3.11
3.04
1.24
Existing Impervious Area
0
0
0
0
Proposed Impervious Area
1.39
1.57
1.27
0.77
Impervious Area
70.6%
50.5%
41.8%
62.1%
°Imp ervious Surface Area-' .. -'_
P,ond.A:,, -.
n r Pond B,
-Pond C
Pond,D" °
On -Site Buildings sf
-
23694
21559
-
On -Site Streets sf
-
-
-
-
On -Site Parkin sf
60251
35269
30780
30355
On -Site Sidewalks sf
423
5303
1259
3333
Other on -site sf
-
4243
1723
-
Offsite (sf)-
-
-
-
Total sf
60674
1 68509
55321
33688
13asi61nf6rmation_ , _.: "' :-
.:. _ .:Pond F .�. ,�-.I
= Pond G,
Receiving Stream Name
Co dels Creek
Co dels Creek
Receiving Stream Class
SC NSW
SC NSW
Drainage Area
3.95
4.91
Existin Im ervious Area
0
0
Proposed Impervious Area
1.89
3.33
Impervious Area
47.8%
67.8%
Imp ervious'Surface'Area° '
Pond F
Pond G,
On -Site Buildings sf
21560
2128
On -Site Streets sf
-
-
On -Site Parkin sf
56204
132878
On -Site Sidewalks sf
4489
9991
Other on -site sf
-
-
Offsite sf
-
-
Total sf
82253
1 144997

7. How was the off -site impervious area listed above derived? Sasto/ WO-1 GG yc-r.'/ R ✓�clr S
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment,
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than Y9 7 tf 5 : _ _ square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate orsimilar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General'Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

Vl. SUBMITTAL REQUIREMEN`t'S
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 Regional Office.
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
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management /fr✓3
• Two copies of plans and specifications, including: A/a�
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): $" 45-4,1 A Y FNI-I NCC,4f A A-i 1 IVe,
Mailing Address: ZbO 7_&WV 9444- 0AlVF I .501 TCr C _
City: t"oA [SWGLr State: /VG Zip: 7?s'&0
Phone: ( 61 1 C1 ) 360 ' 6` 5-0 Fax: ( 011.1 ) 3?ba - I&7Tz
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) [_,[,e -1 1] . LRiLj&An,�
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be FIRtiucted in conformance with the approved plans, that the required deed restrictions
and protective coven is w I be recorded, ancj at the proposed project complies with the requirements of 15A
NCAC 21-1.1000. If/ I � � n
Signature:
Form SWU-101 Version 3.99 Page 4 of 4
Date: Ja(L l f

Permit No. 560 S 0& G 110
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Storrnwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: L'AC3 C,9r,p Gr _g�,urz t3,,-rc+a�Lvh &L'I&Tan ( uW RA-r��ts - FRe•u��_ C&_ErEf5 SS
Contact Person: Qnuio Go rA-r-r , 9r&,_vAf%:r EAo-%N,_r,ct.w-Phone Number: (a 1 °1S 7$ a
For projects with multiple basins, specify which basin this worksheet applies to: PC"6
elevations
Basin Bottom Elevation �7, b ft.
Permanent Pool Elevation (3. b ft.
Temporary Pool Elevation 1Cl. Z S ft
areas
Permanent Pool Surface Area 3 y 2 S sq. ft.
Drainage Area /. q 7 ac.
Impervious Area /�3 g _ _ ac.
volumes
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
Permanent Pool Volume 7 W L/6 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume S1 Si0 _ cu. ft. (volume detained above the permanent pool)
Forebay Volume 16 3 6 cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
3.97_
/ in.
/ J/
170
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
in.
% (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SAIDA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 83% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H A 008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
/1113 a.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
/fte b.
The forebay volume is approximately equal to 20% of the basin volume.
!V c.
The temporary pool controls runoff from the design storm event.
/;W�1; d.
The temporary pool draws down in 2 to 5 days.
e.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f.
The basin length to width ratio is greater than 3:1.
g.
The basin side slopes above the permanent pool are no steeper than 3:1.
4+13 h.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
/l✓3 i.
Vegetative cover above the permanent pool elevation is specified.
j.
A trash rack or similar device is provided for both the overflow and orifice.
f�S k.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1.
If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
/W5 m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) "10es 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does Woes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 6, S feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads q, ZS feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Q Permanent Pool Elevation f :1, O
Sediment Re oval El. 9. ZS
______________TV--\77
ment Removal Elevation �• S 75%
Bottom Ele ation ------------------------------------- ------
Bottom Elevation 7, 0 25% I
FOREBAY MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the systi or responsible part r�
�� �� _ i I i 't � f
Print na7m�e:. $h n1
Title:
Address: No
Phon
Sign
Date: Mh. 111,200(a
LG r !VG Stl
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.
1, �{ �/% , a Notary Public for the State of �d� 901-19//I'lG ,
County of 4 4 , do hereby certify that r% Cry
personally appeared before me this /71V day of �yo G , and acknowledge the due
execution of the forgoing wet detention basin maintenance equirements. Witness my hand and official seal,
l/.
SEAL
My commission expires ev (A/ OZ) Id
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No. SiN F U(OC)! J U
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
P��sv�
Project Name: r►�r3 �,�w.� 1rIrz3-avn,y f3A re►� Fcg A Ea,us70-e Q-e56T AJ - FRE.ucIA C� 5-5-
Contact Person: QA,,►o Qa rr:rTe SmwAu EA4%-ttiea,4i"Phone Number: (°t 11 3 60 - 'a 7!0
For projects with multiple basins, specify which basin this worksheet applies to: Polo 0 13
elevations
Basin Bottom Elevation 3.0 ft.
Permanent Pool Elevation 9.0ft.
Temporary Pool Elevation Io- 25 ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 3R 26 sq. ft. (water surface area at the orifice elevation)
Drainage Area _ 311 1 ac. (on -site and off -site drainage to the basin)
Impervious Area 1. S 7 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SWU-102 Rev 3.99
BI * Z cu. ft. (combined volume of main basin and forebay)
$ 6 Z cu. ft. (volume detained above the permanent pool)
i&9l cu. ft. (approximately 20% of total volume)
?, 70 (surface area to drainage area ratio from DWQ table)
! in. (2 to 5 day temporary pool draw -down required)
r
in.
90 % (minimum 85% required)
Page 1 of 4

Footnotes:
Wben using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
Z In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BJ P manual provides design tables for both 85% TSS removal and 90% TSS removal.
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
ows a.
0"5 b.
Arl C.
rw; d.
rA e.
AW5
f.
04-5
g.
wte?
h.
AV!$
i.
11W5
j.
IV/A
k.
/lam
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
The basin length to width ratio is greater than 3:1.
The basin side slopes above the permanent pool are no steeper than 3:1.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
94451 in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 1I'does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does woes not incorporate pretreatment other than a forebay-
Form 9WU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads L6 S feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads T, ZS feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 9, O
Sediment Re oval El. S, ZS I 75 o
__,_J/_�_ Sediment Removal Elevation y S 75%
BottomEke anon 7rV % ----------------------------------------------------
Bottom Elevation 3, O 25% /
FOREBAY
MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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 arty.
Print name:-- i,,L(. V'_ (_ _ rl • J--,tA}N-
Title:-a T; d_ 04(0!
Address:_ 1005 /h,r, Liae, 016&d
Phone: 7/ ` y51— 2 2 1 3
Signature:
��,I c� Date: t' 7 , a no &
431 D h _
Al c
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, //c•� /y'• �G/% a Notary Public for the State of Z2"r'`
County of itJf A , do hereby certify t t l�r/ �-XA-
personally appeared before me this 170 day of , w?&LO b , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
My commission expi
SEAL
c;ftm/.24i10
Form S WU-102 Rev 3.99 Page 4 of 4

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� _ _ - \ . ..
a
'' �
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.. : � `
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F
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Permit No. !Sw � 0&01 f C)
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
P�isv�
Project Name: Irt'13 6%1,0 LrZJ0Uti(Z. SATcH49'60rl ENc.I%TCe t.,�Ama--As,- FR9EA1cI4 1fe,6_6 !'1i55
Contact Person: Da io Qo ra -rTe. SrFwA#%7 E.0.w#_-,TAI"Phone Number: (°t i Z) 3 s✓�-_ S.7�a _
For projects with multiple basins, specify which basin this worksheet applies to: 400Nt) G
elevations
Basin Bottom Elevation G , SO ft.
Permanent Pool Elevation L o ft.
Temporary Pool Elevation 1 2 .1 S ft.
areas
Permanent Pool Surface Area 3557
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAt
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
sq. ft. (water surface area at the orifice elevation)
3.0 q ac.
/' 27 ac.
7 '776 cu. ft.
y$/6 cu. ft.
70q cu. ft.
2.GZ
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
90 % (minimum 85% required)
Form SWU-to2 Rev 3,99 Page 1 of 4

Footnotes:
t When using the Division SAMA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 in the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BNM manual provides design tables for both 85% TSS removal and 90% TSS removal.
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment. Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b.
The forebay volume is approximately equal to 20% of the basin volume.
c.
The temporary pool controls runoff from the design storm event.
+�
d.
The temporary pool draws down in 2 to 5 days.
e.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f.
The basin length to width ratio is greater than 3:1.
044
g.
The basin side slopes above the permanent pool are no steeper than 3:1.
I' 7
h.
A submerged and vegetated perimeter shelf with a slope of 6.1 or less (show detail).
i.
Vegetative cover above the permanent pool elevation is specified.
j.
A trash rack or similar device is provided for both the overflow and orifice.
w1A91
k.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
/'lam
1.
If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
'?
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one)0-does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does woes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4 .

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 6, 1?1-7-5'-feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 6, Z-S feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation //. b
Sediment Re oval EL w - z5 � 75 0
-------------- -- Sediment Removal Elevation G , �7S --
Bottom Ele ation G,O %--------------------------------------------- -----
Bottom Elevation S , SD 25%a
FOREBAY MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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:
Title:_
Addre
Phone
Signa
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50%o of the tots have been sold and a
resident of the subdivision has been named the president.
1, C le /Y. �1� _ , a Notary Public for the State of 610�iO� ,
County of O///1Ii _ _ , do hereby certify t at
personally appeared before me this /;446 day of ,c: _ 4 and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires ':�p (V!/ CToly
17orm 5WU-102 Rev 3.99 Page 4 of 4

1
1
L
r

Footnotes:
1 When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BW manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
6#3 a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
0WIT b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
Ae!i d. The temporary pool draws down in 2 to 5 days.
Pr:�' e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
►& 7 f. The basin length to width ratio is greater than 3:1.
U g. The basin side slopes above the permanent pool are no steeper than 3:1.
07 h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
944 i. Vegetative cover above the permanent pool elevation is specified.
A011w> j. A trash rack or similar device is provided for both the overflow and orifice.
Mi4 k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
d1W13 1. 1f the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
�j m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) des 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does, 9-Toes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANACEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
pttsa�
Project Name: Mer3 CRr�P i'rS c,Na i3F1TGHFLa6 ENLIS74*A 4uAAT its F� .yr,s_ eitsr: r11Ss
Contact Person: Day in_OpYr� SmwAn-r En4,w#-_-,wAi"Ph0ne Number: (OtI1 E0- 57!9-0
For projects with multiple basins, specify which basin this worksheet applies to: PO A-) O p
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
Zf.0
ft.
9, O
ft.
/010
ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area Z 4d if sq. ft. (water surface area at the orifice elevation)
Drainage Area A Z Y ac. (on -site and off -site drainage to the basin)
Impervious Area ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters r
SA/DAt
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SWU-1D2 Rev 3.99
N2 && cu. ft. (combined volume of main basin and forebay)
11511 cu. ft. (volume detained above the permanent pool)
0 89 cu. ft. (approximately 20% of total volume)
4� V* (surface area to drainage area ratio from DWQ table)
0.75- " in. (2 to 5 day temporary pool draw -down required)
Ir
� 1n.
170 % (minimum 8501b required)
Page I of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads G- ZS' feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 6.0 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 1-.0
Sediment Re oval El. G,O 175 0
-------------- •- Sediment Removal Elevation (+ 2 5" 75%
Bottom Ele ation S O %---------------------------------------------i------
FOREBAY
Bottom Elevation Sr O 4 25%
MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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 n
Title:
Addre,
Phone:
• - r r�lil�Ir�■■
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.
' NJ GG//`�►�'
I, �P{ Hr � �1��//`� , a Notary Pub is for the State of
County of Ow/oj , do hereby certify that l A
personally appeared before me this 1744 day of ,c,2411� , and acknowledge the due
execution of the forgoing wet detention basin maintenance req��uirement�s. Witness my hand and official seal,
e4.G�are�[ f
t�
SEAL
My commission expires c17
Form SWU-102 Rev 3.99 Page 4 of 4

' + ,
1 �
1
,h. t � 1 � � � �. ;^,

Permit No. _4�'v S 0&01 /0
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form inay be photocopied ,For use as an original
DWQ Stormw_ater Management Plan_ Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
n Piisa/
Project Name: MC/3 Cyr,Q Lr30LIAIr 6ATcHFaaa EtiwSTCa Q,,AA-rkAs�- Fib IC14 Ifft�g(5 r1iSS
Contact Person: 04010 f3orf,-r-rf., Sr&waa-r E^t_k.u#-_gAi,v-r-Phone Number: a 1
For projects with multiple basins, specify which basin this worksheet applies to: PONr3 F
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
4e, So
ft. (floor of the basin)
ft. (elevation of the orifice)
ft. (elevation of the discharge structure overflow)
sq. ft.
ac.
/. 10 `l ac
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 12,31c, _ cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume _ (•_6gif cu. ft. (volume detained above the permanent pool)
Forebay Volume 2 709 cu. ft. (approximately 20% of total volume)
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
- ?. 9 b
/ 9 in.
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
lb % (minimum 85% required)
Form SWU-102 Rev 3,99 Page 1 of 4

Footnotes:
t When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR Blvd' manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b.
The forebay volume is approximately equal to 20% of the basin volume.
c.
The temporary pool controls runoff from the design storm event.
1*1
d.
The temporary pool draws down in 2 to 5 days.
w/A
e.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f.
The basin length to width ratio is greater than 3:1.
g..
The basin side slopes above the permanent pool are no steeper than 3:1.
IA-7
h.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i.
Vegetative cover above the permanent pool elevation is specified.
OW>
j.
A trash rack or similar device is provided for both the.overflow and orifice.
k.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
/L
1.
If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
Il�3
m.
A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does ;7does
'es not incorporate a vegetated filter at the outlet.
This system (check one) 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads • 9757 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads G, 7-57 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation / O.O
Sediment Re:oval EI. �� z 5 75 0_____________ __ Sediment Removal Elevation S, �� 75%
Bottomtion S. O %-----------------------------------------.�___
Bottom Elevation q- SO 125% /
FOREBAY
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to"'perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the sys em or responsible party.
t - i__ r r !
Print name:
Title:_-
AddrE
Phont
Signa
Date:
. 115Zlln &V4 Mck , ,per J""C- 1d o 6- VS D1 V, S 1 b;1
Note: The legally responsible party should not he a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
1, Ae /5/; 34XIW , a Notary Public for the State of
County of O'V/ !.� , do hereby certify that _ (�G',I'/ Cr�
personally appeared before me this day of a , and acknowledge the due
execution of the forgoing wet detention basin maintenance requir ents. Witness my hand a d official seal,
lr� � - MO � N �
SEAL
My commission expiresy^' 0601"le
Form SWU-102 Rev 3.99 Page 4 of 4

' 7 J
' , ` r, � t �.r.
� � -..•� _

Permit No. _<j'U J ()&Cvl1U
f to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Ptis��
Project Name: !tiW03 Cyw,P Lr�So_v�ur 8ATc,HIEav,� Elv�ISTerS _ �an.�.�n3 - FAR ucµ ee"Er:-6
Contact Person: Nutt Cora -rT,6. Sr&,,,aa-r EA0.►A,r_-6A1A.*-Phone Number: (1 i 1 ) 3 G0- !�7!9_0
For projects with multiple basins, specify which basin this worksheet applies to: Pory r3 fr-
elevations
Basin Bottom Elevation 2,0 ft.
Permanent Pool Elevation 8 , b . ft.
Temporary Pool Elevation 3o ft.
areas
Permanent Pool Surface Area 9153 sq. ft.
Drainage Area q 5 1 ac.
Impervious Area 3. 3 3 ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 23 9 7 1 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume / 20y8 cu. ft. (volume detained above the permanent pool)
Forebay Volume S2 S7 cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA1 3. So (surface area to drainage area ratio from DWQ table)
Diameter of Orifice _ /, S y in. (2 to 5 day temporary pool draw -down required)
Design Rainfall / `01 in.
Design TSS Removal 2 i0 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page i of 4

Footnotes:
When using the Division SA/DA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR B1 P manual provides design tables for both 85% TSS removal and 9007o TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
%%
a.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
/;V,7
b.
The forebay volume is approximately equal to 20% of the basin volume.
/146
c.
The temporary pool controls runoff from the design storm event.
/105'r
d.
The temporary pool draws down in 2 to 5 days.
W/A
e.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f.
The basin length to width ratio is greater than 3:1.
�>
g..
The basin side slopes above the permanent pool are no steeper than 3:1.
f?+'�
h.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
!
i.
Vegetative cover above the permanent pool elevation is specified.
j.
A trash rack or similar device is provided for both the overflow and orifice.
k.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1.
If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin..
3
m.
A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does 7'd es not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 0�does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3, S feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads y ZS feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 00- b
Sediment Re oval El. S! ZS 75 0
-------------- -- Sediment Removal Elevation _1 S 75%
Bottom Ele ation.O %----------------------------------------------125%
------
Bottom Elevation �1 C /
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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: iozu�j -- -A.- - 7�a_
Address: 100
Phone: 0t 1 a/
Signature:��
Date: �1a -
7
iy 1 5 t Oh / �7
6 O .1 W rL •C ' V L lJ ,sr J /
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, �C�� 7a'5�� , allotary Public for the State of Ayr eoal'^a
County of i2,ll , do hereby certify that r��/ / z —
personally appeared before me this 17e day of ppG and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
f
SEAL
My commission expires c;:t7 6el, IDw
Form SWU-102 Rev 3.99 Page 4 of 4

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ROY COOPER
Gavernor
MICHAEL S. REGAN
secrerury
BRIAN WRENN
Director
August 7, 2020
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
Bldg. 1005 Michael Road
Camp Lejeune, NC 28547
Subject: Permit Renewal
Dear Mr. Paul:
NORTH CAROLINA
Environmental QuaUly
Stormwater Permit No. Stormwater Permit No. SW8 060110
BEQ French Creek P-1150 & P-1155
High Density Commercial Bio-Retention and Infiltration Project
Onslow County
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal
Application for the subject project on. The Division is hereby notifying you that permit SW8 060110 has been
renewed on August 7, 2020, and shall be effective until February 2, 2028. For your records, please find enclosed
a renewed, updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at
all times. Please note that the renewed, updated, and re -issued permit does not impose new or different terms; it
merely restates some of the previous terms to provide you with a better understanding of your obligations under
the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with
the terms and conditions of this state stormwater permit. The plans originally approved on February 2, 2006, will
remain in full force and effect in accordance with the regulations set forth in Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system, to record
deed restrictions, to transfer the permit, or to renew the permit, 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 by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Daniel Sams in
the Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
r Brian Wrenn, Director —
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/dan:1C 5lnnnuateriPrrmit &- l'roiect;i2006 0{io i 10 I ]DO-020 08 permit 060110
cc: Wilmington Regional Office Stormwater File
oP w North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405
°iWrdaiq °' ^•" • "� 910.796.720

State Stormwater Management Systems
Permit No. SW8 060110
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
US Marine Corps Base Camp Lejeune
BEQ French Creek P-1150 & P-1155
CC# N62470-01-D-1141
P-1150 at Gonzales & Julian; P-1155 at McHugh & Gonzales, MCB Camp Lejeune
Onslow County
FOR THE
construction, operation and maintenance of 6 wet detention ponds 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 February 2, 2028, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in the table in Section 1.5 on page 3 of this permit. The stormwater
controls have been designed to handle the runoff as follows: Pond A @60,674 ft2;
Pond B @68,509 ft2; Pond C @55,321 ft2; Pond D @33,688 ft2; Pond F @82,253 ft2;
and Pond G @144,997 ft2.
3. The tract and each drainage area will be limited to the amount of built -upon area
indicated on page 3 of this permit, and per the approved plans. This permit makes no
allotment for any future built -upon area.
4. The runoff from all built -upon area within the permitted drainage areas of this project
must be directed into the appropriate permitted stormwater control system.
Page 1 of 4

State Stormwater Management Systems
Permit No. SW8 060110
5. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
Pond A
Pond B
Pond C
Pond D
Pond F
Pond G
a. Drainage Area, acres
1.97
3.11
3.04
1.24
3.95
4.91
Onsite, ft2:
85,813
135,472
132,422
54,014
172,062
213,880
Offsite, ft :
0
0
0
0
0
0
b. Total BUA, ftz:
60,674
68,509
55,321
33,688
82,253
144,997
c. Design Storm, inches:
1.0
1.0
1.0
1.0
1.0
1.0
d. Pond Depth, feet:
6.0
6.0
5.5
5.0
5.5
6'0
e. TSS Removal Rate:
90%
90%
90%
90%
90%
90%
f. Permanent Pool Elev., fmsl:
13.0
9.0
11.0
9.0
10.0
8.0
g. Permanent Pool Area, ft2:
3,425
3,928
3,557
2,404
5,201
8,153
ft3Temporary Design Volume,
5,140
5,882
4,816
2,819
6,894
12,048
i. Temporary Design Elev., fmsl:
14.25
10.25
12.15
10.0 11
11.15
9.30
j. Controlling Orifice Diameter,
in:
1
1
1
0.75
1
1.5
k. Forebay Volume, ft3:
1,636
1,691
1,555
888
2,462
4,794
I. Receiving Stream:
Cogdels
Creek
Cogdels
Creek
Cogdels
Creek
Cogdels
Creek
Cogdels
Creek
Cogdels
Creek
m. Stream Index Number:
WOK02
19-23
WOK02
19-23
WOK02
19-23
WOK02
19-23
WOK02
19-23
WOK02
19-23
n. Classification of Water Body:Sc
NSW
SC
NSW
SC
NSW
SC
NSW
Sc
NSW
Sc
NSW
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 revegetation 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 outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 2 of 4

State Stormwater Management Systems
Permit No, SW8 060110
5. Decorative spray fountains will be allowed in the stormwater treatment system, subject to
the following criteria:
a. The minium permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool
surface.
c. 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.
d. The fountain may. not be placed into the forebay.
e. The falling water from the fountain must be centered in the pond, away from the
shoreline.
f. The maximum horsepower for a fountain in any of the ponds is 118th horsepower.
5. 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.
6. 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.
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. 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.
9. Access to the stormwater facilities for maintenance and inspection shall be provided.
10. 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.
11. A copy of this permit, the permit application documents, the approved plans and
specifications shall be maintained on file by the Permittee for the life of the permit.
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.
Page 3 of 4

State Stormwater Management Systems
Permit No. SW8 060110
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by e^
required tee and supporting documentation as listed on the form, to the Division at
least 60 days prior to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the
case of an individual lot sale that is made subject to the recorded deed
restrictions and protective covenants;
b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-
14-05 or NCGS 57D-6-07 and 08,
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121.
2. Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in NCGS 143 Article 21.
3. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
5. The permittee grants DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit issued shall continue in force and effect until the permittee files a request
with the Division for a permit modification, transfer, renewal, or rescission; however,
these actions do not stay any permit condition.
7. 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,
8. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
9. A permit renewal request must be submitted at least 180 days prior to the expiration
date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit issued this the 7th day of August 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 4

NC DELI Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A. NCAC 2H.1045I31, the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 060110
2. Project name: FC507
3. Project street address: XXX
City. MCB Cam Leieune County: Onslow
ZIP: 28542
4. What, if any, changes have been made to the project as permitted? NIA
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: ht►ns:/ldeg.nc.QovfabouVdivisionsienergy
mineral-land-resources/ener -mineral-land-ruleslstormwater- ra raml st-construc ion.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.00v/abouVdivisions/energy-mineral-land-
resources/energy-mineral-land-ruledstormwater-programfpost;construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune
2. Signing Official's Name: Neat Paul
3. Signing Official's Title: Deputy Public Works Division
4. Mailing Address: MCB Camp Leieune 1005 Michael Rd.
City: MCB Camp Leieune State: NC
ZIP: 28547-2521
5. Street Address:
City: State: ZIP
6. Phone: [phone] Email: [e-mail]
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central.Office (Urbanizing Areas Ph 2, USMP, Non -Coastal NOW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
MCT 1. A permit application processing fee of $505.00 payable to NCDEO.
MCT 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity— a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner,
e. Sole proprietor, or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
MCT 3. One hard copy and one electronic copy of recorded'documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
MCT 4. O&M Agreements, Please select one:
® I have a copy of the current recorded 0&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
MCT 5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the -Division; or
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
hltps://www.sosnc.gov/online services/search/by title! Business Registration
JUN 2il b fi
x,.
BY•
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
4_t'1-
I, ( o_L1P? _L 0 N
the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (of I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the
maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and
approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the
per forms to modify or transfer the permit prior to any changes to the
project, SCMs a hip. All or
tion provided on this permit renewal application is, to the best of my
knowledge, rrect an millet .
Signature:
Date:
e
NOTARI !Op:
U , a Notary Public for the State of
, ounty of , do hereby certify
that
personally appeared before me
day of
, 20��, and acknowtedge the due
;���ument.
itness my hand and official seal,
(Notg' ell%
PUBLIC
try Signati
r,
ev a expires �
BY:.
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Central Files: APS — SWP
8/7/2020
Permit Number SW8060110 Permit Tracking Slip
Program Category Status Project Type
State SW Active Renewal
Permit Type
State Stormwater
Primary Reviewer
dan.sams
Coastal SWRule
Coastal Stormwater - 1995
Permitted Flow
Facility
Facility Name
P-1150 & P-1155 MBC Camp Lejeune BEQ French Creek
Location Address
P-1150 Corner Of Gonzales Blvd Julian Smith Rd
P-1155 Corner Of Meltugh Blvd Gonzales Blvd
Jacksonville NC 28540
Owner
Version Permit Classification
2.00 Individual
Permit Contact Affiliation
MajorlMinor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Commanding Officer Marine Corps Base Camp Lejeune Government - Federal
Owner Affiliation
Robert A. Lowder
Director Division Enviromental G-F Managemei
Attn Emd
Dates/Events Camp Lejeune NC 2854725,
Scheduled
Orig Issue App Received Draft Initiated Issuance
2/2/2006 6/16/2020
Regulated Activities
State Stormwater - HD - Detention Pond
Public Notice Issue Effective Expiration
8/7/2020 8/7/2020 2/2/2028
Requested /Received Events
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Burd, Tina J
From:
Burd, Tina J
Sent:
Thursday, July 9, 2020 4:52 PM
To:
Barraco CIV Talia M
Subject:
SWS 060110 - FC507
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on June 16, 2020. The project has
been assigned to Dan Sams and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate 11
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Application Completeness Review Checklist (Non -Transfers) - Short Version
Project Name: ML3 �aQ .P-115D 1" P_ 1 55 �2�,t)CFf CP_66K Date Delivered to WAD: 7Z
Project County/Location: U0StpL-3 Zip C_I� BIMS Received/Accepted Date: jla 26Z. )
Rule(s): F-12017 Coastal FT00$ Coastal ®1995 Coastal RIMS Acknowledged Date':
ElPhase II Universal �1988 Coastal
Permit Action: New ❑New Permit #Z:
Major Mod / Minor Mod KEED
.Existing Permit #: ,57L,)g 0" if b
Permit Type: HD LD / LID Overall / HD &LD Combo Expriation Date 3: Z o7_ D
General Permit / Offsite / Exempt / Rescission ElOffsite to SW8:
Development Type: Commercial / Residential / Other y Lot is in Master Permit?
Subdivided?: Subdivision or Single Lot /YA J �PE Cert on File?
Permittee Type & Documents Needed:
Property Owner(s) El Purchaser 1-1 Lessee
Viable? ` p �It) Viable? Viable?
Deed ` Purchase Agmt Lease
El Not Subdivided: Deed
Subdivision: Common Area Deed
Paperwork
ElHOA Developer
viable? Viable?
Election Minutes
Application
Fee: F_�$505 (within Smo) Check#(s):
F�Supplement2 (1 new form or for older forms: 1 originol perSCM)
1:1O&M 2
Soils Report (lnfil or PP)Calculations (signed/sealed)
Deed Restrictions, if subdividedZ
Project Narrative
FiUSGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?:
El Plans (2 Sets)
FlPE Certificatian
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
IEnter BIMS Acknowledged Date on this Sheet
2For New Projects -Enter New Permit # on Supplements & Deed Restiction Templates.
3If w/in 6 months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE: Comments:
REVIEWER NAME:
G:WQ\\\Reference Library\Proceaures\Checklists\Completeness Review Checklist_2020 01 31
F_1No Fee
Y / N

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