SW7080721_CURRENT PERMIT_20080909

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

Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
ss�h�
'����w -i
.K
September 9, 2008
Mr. Robert Farris, Manager Member
Waterside @ The Point, LLC
201 Lane Drive
Elizabeth City, NC 27909
Coleen H. Sullins, Director
Division of Water Quality
Subject: Stormwater Permit No. SW7080721
Waterside @ The Point, Section 2
High Density Subdivision Project
Washington County
Dear Mr. Farris:
The Washington Regional Office received a complete Stormwater Management Permit Application
for Waterside @ The Point, Section 2 on August 29, 2008. 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. SW7080721,
dated September 9, 2008, for the construction of the subject project located southeast of NCSR
32, one -quarter mile south of the Albemarle Sound Bridge.
This permit shall be effective from the date of issuance until Septern er 9, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate system
for operation and maintenance of the stormwater management system will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to Chapter
150E of the North Carolina General Statutes, and filed with the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit
shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Scott Vinson, or me at [phone].
�incere�y,
Al Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
AH/sv: S:\WQS\STORMWAT\PERMIT\SW7080721
cc: Washington County Building Inspections
Division of Coastal Management
Washington Regional Office
Central Files
o NYCarolina
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: www.ncwateroualitv.ore 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/l0% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7080721
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
Waterside @ The Point, LLC
Waterside @ The Point, Section 2
Washington County
FOR THE
construction, operation and maintenance of five 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 September 9, 2018 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 Section 1.6 on page 3 of this permit. The subdivision is
permitted for 43 single family lots, each allowed 3,500 square feet of built -upon
area and a commercial lot allowed 109,082 square feet of built -upon area.
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. 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.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW7080721
5. The following design elements have been permitted for the five infiltration basin
stormwater facilities, and must be provided in the systems at all times.
a. Drainage Area, ft2: 67,843 -Basin A
92,766 - Basin B
332,528 - Basin C
212,780 - Basin D
96,484 - Basin E
b. Total Impervious Surfaces, ft2: 30,605 - Basin A
52,621 - Basin B
141,797 - Basin C
86,698 - Basin D
24,000 - Basin E
C. Basin Depth, feet: 2 — Basin A
1 — Basin B
2 — Basin C
2 — Basin D
1 — Basin E
d. Design Storm, inches: 3" + (for all 5 basins)
e. Bottom Elevation, FMSL: 9.70 — Basin A
9.40 — Basin B
8.80 — Basin C
8.80 — Basin D
10.0 — Basin E
f Permitted Surface Area @Bottom, ft2: 2,321 — Basin A
13,085 — Basin B
14,240 — Basin C
6,966 — Basin D
2,364 — Basin E
g Permitted Storage Volume, ft3: 10,175 — Basin A
14,561 — Basin B
41,993 — Basin C
24,142 — Basin D
8,251 — Basin E
h. Storage/Bypass Elevation, FMSL: 11.70 — Basin A
10.40 — Basin B
10.80 — Basin C
10.80 — Basin D
11.00 — Basin E
i Type of Soil: Tarboro Sand
j. Expected Infiltration Rate, in/hr: 12.50
k. Time to Draw Down: < 1 day (all basins)
I. Receiving Stream / River Basin: Albemarle Sound / Pasquotank
m. Stream Index Number: 30
n. Classification of Water Body: "SB"
Page 3 of 9

State Stormwater Management Systems
Permit No. SW7080721
II. SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
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.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, 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.
The Director may determine that other revisions to the project should require a
modification to the permit.
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.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. Infiltration systems should not be used
as erosion control devices, due to the potential clogging. 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.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW7080721
9. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
10. 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.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
12. Prior transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
13. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7080721, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
The maximum built -upon area per residential lot is 3,500 square feet. The
maximum built -upon area for the commercial lot is 109,082 square feet.
This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW7080721
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the
.street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
Built -upon area in excess of the permitted amount will require a permit
modification.
Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit
prior to any construction on the lot.
14. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
15. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
16. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.: ,
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. 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 of the terms and conditions
of this permit until such time as the Director 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) which have jurisdiction.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW7080721
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 permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
10. This permit shall be effective from the date of issuance until September 9, 2018.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 9th day of September, 2008.
RTH C#ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7080721
Page 7 of 9

r
State Stormwater Management Systems
Permit No. SW7080721
Waterside @ The Point, LLC —Waterside @ The Point, Section 2
Stormwater Permit No. SW7080721
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 are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW7080721
Waterside @ The Point, LLC — Waterside @ The Point, Section 2
Stormwater Permit No. SW7080721
Certification Requirements:
Page 2 of 2
.1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ-Washington Regional Office
Washington County Building Inspections
Page 9 of 9

P
DWQ USE ONLY
Date Received
Fee Pai
Permit Number
JUL
2 9 2008
r Ss avv
s o
State of North Carolina SWAC� _
��®� Department of Environment and Natural Resources
' y} Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM ` 1
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):
Waterside O The Point, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Robert Farris Manager Member
3. Mailing Address for person listed in item 2 above:
City:Elizabeth City State:NC Zip:27909
Phone:(252 ) 264-3222 Fax: (252 ) 264-3022
Email:[e-mail]
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Waterside @ The Point. Section 2
5. Location of Project (street address):
Southeast of SR 32, 1/4 mile south of the Albemarle Sound Bridge
City:N/A County:Washington Zip:27909
6. Directions to project (from nearest major intersection):
From Route 64 west of Plymouth take SR 32 through Roper to the project Section 1 of the project is clearly
marked on the north sid eof the road Section 2is to be directly oposit the road on the south side
7. Latitude:35' 57' 11.88" N Longitude:76° 29' 24.05" W of project
8. Contact person who can answer questions about the project:
Name:Robert Farris Telephone Number: (252 ) 264-J22
Email:[e-mail] -4.LDO
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal Modification
Farm q%V1 LI A \/"rcinn nl 17M
Dann 1 of d

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 SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ®NPDES Stormwater
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.
Stormwater will be caught in drainage swales infiltration basisns or drop inlets and conveyed mostly by
drainage swales to infiltration basisn designed to hold 3 inches of runoff. Soil is highly permiable Tarboro
2. Stormwater runoff from this project drains to the
3. Total Property Area:20.69 acres
River basin.
4. Total Wetlands Area:0 acres
5. 100' Wide Strip of Wetland Area:_____ acres (not applicable if no wetlands exist on site)
6. Total Project Area**:20.69 acres 7. Project Built Upon Area:_____
8. How many drainage areas does the project have?5
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.
For high density projects, complete the table with one drainage area for each engineered stormwater
device.
Basin Information
Drainage Area
Drainage,Area
Receiving Stream Name
Albemarle Sound
Albemarle Sound
Stream Class & Index No.
SB
SB
Total Drainage Area (so
67843
913e `J.t�7Gro
On -site Drainage Area (so
67843
9234i v? .
Off -site Drainage Area (so
0
0
Existing Impervious* Area (so
0
2500
Proposed Impervious* Area (so
30605
52621
° Impervious* Area (total)
45.1
57
Impervious*Surface Area
' ,r 'Drainage Area
Drainage,Area .
On -site Buildings (so
6000
12000
On -site Streets (so
0
0
On -site Parking (so
23719
35932
On -site Sidewalks (so
886
4689
Other on -site (so
0
0
Off -site (so
0
0
Total (so:
--45,1_3060$
I �:—; SZ(�Z
Impervions area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
V,'. QWI!_Inl \/orcinn m 17n9 Po sn

Additional Drainage Areas
a t jBasinilnfdiiriaton ;;, ;:',
3Drarira e:Area D
, Drama e lrea'E
Receiving Stream Name
Albemarle Sound
Albemarle Sound
Receiving Stream Class
SB
SB
Drainage Area (so
212780
96484
Existing Impervious* Areas
0
0
Proposed Impervious* Area (s
88698
24000
% Impervious* Area total
41.7
24.9
x l '_- Im ervious* Surface Area r
Draina 'e Area D
Drama e Araa E
Future On -Site Buildings
58000
24000
On -Site Streets (so
24064
0
On -Site Parking (so
0
0
Other On -Site (so
4635
0
Off -Site (SO
0
1 0
Impervious* Area total
'-1,Z%t6fg
'2=-;ZVa,1a
88698/212780=
n Basin -Information,
Drainage Area C'
Area C w/Phase3,
' drainage Area 3. f v:
Receiving Stream Name
Albemarle Sound
Albemarle Sound
Receiving Stream Class
SB
SB
Drainage Area s
301097
332528
Existing Impervious* Area (so
0
0
Proposed Impervious* Area (so
119169
141797 ✓
% Impervious* Area total
39.6 1
43.3
Am `ervious* Surface Area
Draina>e Area Cs�
Area C w/ Phase_3,
, Draina e'Area,3 ;,, ;
Future On -Site Buildings
68500
74500
On -Site Streets (so
39511
53657
On -Site Parking (so
0
incl
Other On -Site (so
11159
13426
Off -Site s
0
0
% Impervious* Area total
39 6//9/69
A3:3 1 1%

**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the
built upon area percentage calculation. This is the area used to calculate percent project built upon area
(BUA).
10. How was the off -site impervious area listed above derived?N/A Stormwater in hte area of the conty
infiltrates due to the high permeability of the sand.
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. Forms
can be downloaded fromhttp://h2o.enrstate.nc.us/su/bmp forms.htm - deed restrictions.
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 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. Forms can be downloaded from
httn://h2o.enr.state.nc.us/su/bmp formshtm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Pn'm CWI7_Inl \/arc;no cl 17 OR
Pone 2 of A

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/suhnsi ma tm)
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions &Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP _
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for )
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management _
• Copy of any applicable soils report
• Two 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. (ex. designing engineer or firm)
Designated agent (individual or firm):CE Solutions
Mailing Address:201 Lane Drive
City:Elizabeth City State:NC Zip:27909
Phone: (252 ) 264-3222 Fax: (252 ) 264-3022
Eniail:[e-mail]
Vlll. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Robert Farris
certify that the information included on this permit application form is, to the best of my knowledge, correct
and that the project will be constructed in conformance with the approved plans, that the required deed
restrictions and protective covenants will be recorded, and that the proposed project complies with the
requirements of 15A NCA�21-41000n n
Date:
P, r.,, Q W I I_ In I na 17 nR 1311... n „r n

In accordance with Title 15 NCAC 2H.1000, the Management Regulations, deed restrictions and
protective covenants are required for High Density Commercial Subdivisions where lots will be
subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a built -
upon area consistent with the design criteria used to size the stormwater control facility.
I, Robert Farris, acknowledge, affirm and agree by my signature below, that I will cause the following
deed restrictions and covenants to be recorded prior to the sale of any residential lot within the project
known as Waterside @ The Point, Section 2:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number Sw7o? 07�U as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality. / 69o8Z.
6. The maximum allowable builtupon area per lot is t�EQ¢square feet. (OR, if the proposed built -
upon area per lot will vary, please use the following format & language (in bold):
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the rightofway between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to con Sianatur2�� Date: July 24. 2008 JUL 2 9 2008
I, I A a Notary Public in the
State of 'IZ r, r��n ,r-, Pol N na County of
do hereby certify that !moo PART— % f.1t 4,Q S Personally appeared
before me this the 24 day of c�ca , 20 0 , and acknowledge
the due execution of the foregoing instrument. Wit ess my hand and;official seal;
� SEAL J1
Signature
My Commission expires S J 1 2 d\ o l
Form DRPC-1 Rev.1 Page 1 of 1

In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed restrictions and
protective covenants are required for High Density Residential Subdivisions where lots will be subdivided and
sold and runoff will be treated in an engineered stormwater control facility. Deed restrictions and protective
covenants are necessary to ensure that the development maintains a "built -upon" area consistent with the
design criteria used to size the stormwater control facility.
I, Robert Farris, acknowledge, affirm and agree by my signature below, that I will cause the following deed
restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number S' w7L) 807.21 as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality. S soo
6. The maximum allowable builtupon area per lot is square feet. This allotted amount includes
any built -upon area constructed within the lot property boundaries, and that portion of the rightofway
between the front lot line and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the rightofway between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to tPesea diti na easu ;es.
Signature: l/ �i/(/ Date: July 24, 2008 JUL 2 9 2008
I, �D L Q-h rn e- N . a -t'CS a Notary Public in the
State of o - t4) e-m ro` wPL County of _Pc�s
do hereby certify that erg a..-rr-, s personally appeared
before me this the day of S LS 20 6 8 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
Signature
My Commission expires Z o� L
Form DRPC-3 Rev.1 Page I of 1 __-;t _'=

s
i
-�-._ � '
-�-— — ..
.., _ ,_

Permit No.
(to be provided by DWO)
W.Z,
O
724 STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Dale
Drainage Area Number
BOB FARRIS
8/27/08
A
IL ,DESIGN INFORMATION;:.
a... ,. ,......, _
•f.._.
r,;r!r .. _,;.. ., ,.�,e.
Site Characteristics
Drainage area
67,843.00
ry%
Impervious area
- 30,605.00
ft2
Percent impervious
0.45
%
Design rainfall depth
1.00
in
Peak Flow Calculations
1-yr, 24-hr runoff depth
in
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff volume
irdhr
ftllsec
y'•� �.e
W ' �� 4�' 7
Post -development 1-yr, 24-hr runoff volume
ft'Isec
g1 dp 9Vj'/ E D
Pre/Post 1-yr, 24-hr peak flow control
ft'Isec
Storage Volume: Non -SR Waters
AUG 2 9
Minimum design volume required
2,578.00
ft3
200
Design volume provided
10,175.00
ft3
OK for non -SR waters 0 WQ
Storage Volume: SR Waters
PROJ #
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
it,
Post -development l-yr, 24-hr runoff
ft1
Minimum volume required
W
Volume provided
ft'
Soils Report Summary
Soil type
TARBORO SAND
Infiltration rate
12.50 Whr
SHWT elevation
6.00 fmsl
Basin Design Parameters
Drawdown time
0.01
days OK
Basin side slopes
6.00
:1 OK
Basin bottom elevation
9.70
fmsl OK
Storage elevation
11.70
first
Storage SA
10,692.00
If
Top elevation
12.20
fmsl
Basin Bottom Dimensions
Basin length
90.00
it
Basin width
40.00
It
Bottom SA
2,321.00
fF
Form SW401-Infiltration Basin-Rev.2 Parts 1, a 11. Design Summary, Page 1 of 2

'
Permit No.
(to be provided by QWQ)
Additional Information
Total runoff volume raptured by basin
0.71
ac-in
OK
Length of vegetative filter for overflow
NONE
It
OK
Distance to structure
NONE
R
OK
Distance from surface waters
650.00
It
OK
Distance from water supply well(s)
220.00
It
OK
Separation from impervious soil layer
42.00
If
OK
Naturally occuring sail above shwl
6.00
It
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Captures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger stones?
N
(Y or N)
Must provide bypass for larger flows
Pretreatment device provided
Y
-
VOLUME=3.9 x REQUIREMENT
Form SW401-Infiltration Basin-Rev.2 Pans I. is II. Design Summary, Page 2 of 2

Permit No.
(to be provided by Ol
111.-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.
Pagel Plan
SheQt 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,
Proposed drainage easement and public right of way (ROW),
A,,RFflRwda,,lGq and
- Boundaries of drainage easement.
(D
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
//
C
-Inlet and outlet structures.
o
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
LeS 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.
-7-
6. A construction sequence that shows how the infiltration basin will be protected from sediment until the entire
drainage area is stabilized.
C'C
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev2 Page 1 of 1 Part Ill. Required Items Checklist, Page 1 of 1

Permit No.
(to be pmwdad by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM a�Q
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
L PROJECT INFORMATION
Project Name
WATERSIDE @ THE POINT—Section2 -
Contact Person
BOB FARRIS
Phone Number
252-264-3222
Date
807108
Drainage Area Number
B
I1-DESIGNJNFORMATION:. .:.. --` , -'
:- - - ......:-
�., , e '1:_�. •„ ,.a,. `
; .� . ^. - ,
Site Characteristics
Drainage area
92,766.00
ft'
Impervious area
52,621.00
ft7
Percent impervious
0.57
%
Design rainfall depth
1.00
in
Peak Flow Calculations
1-yr, 24-hr runoff depth
in
1-yr, 24-hr intensity
Pm-development
" fit Is
ft'fsec
p ��"�'��q.ra�
�� /-y TTTaaa
development 1yr,24-hrrrunoff vogue
Post -development 1-yr, 24-hr runoff volume
R'Isec
�/ g
PrelPost 1-yr, 24-hr peak flow control
ft'Isec
$�,;/`
Storage Volume: Non -SR Waters
AUG 191008
Minimum design volume required
4,329.00
" ft3
Design volume provided
14,561A0
to OK for non -SR waters
DWO
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
in
tt'
ft'
ft1
ft1
TARBORO SAND
12.50 irdhr
6.00 fmsl
0.01
days OK
3&6
:1 OK
9.40
fmsl OK
10.40
fmsl
14,561.00
ft°
12.00
fmsl
170.00 It
95.00 ft
13,085.00 ft'
PROJ #
Form SW401-Infiltration Basin-Rev.2 Pans 1. & 11. Design Summery, Page 1 of 2

Permit No.
(to be provided by DlNO)
Additional Information
Total runoff volume captured by basin
1.19
ac-in
OK
Length of vegetative filter for overflow
NONE
ft
OK
Distance to structure
NONE -
If
OK
Distance from surface waters
550.00
It
OK
Distance from water supply wells)
570.00
ft
OK
Separation from impervious soil layer
42.00
ft
OK
Naturally occudng soil above shwt
6.00
ft
OK .
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed 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?
N
(Y or N)
Must provide bypass for larger flows
Pretreatment device provided
Y
VOLUME 3.4 x REQUIREMENT
Form SW401-Infiltration Basin-Rev.2 Peas I. a II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
III:" REQUIRE DOEMS tHECKLIST. " •:.. >' ^ U � :9 00 '
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.
w
M
Pagel Plan
Shert No.
0
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,
Proposed drainage easement and public right of way (ROW),
- Boundaries of drainage easement
2. Partial plan (1' = Nor larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanoul,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
3. Section view of the infiltration basin (1' = 29 or larger) showing:
Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
�( Ce o 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 DWG, by completing & submitting the soils investigation request form.
County soil maps are not an acceptable source of soils information.
—7— 6. A construction sequence that shows how the inftlration basin will be protected from sediment until the entire
drainage area is stabilized.
a7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit No.
do be provided by DWD)
}pF W ATE,
-4 �r STORMWATER MANAGEMENT PERMIT APPLICATION FORM s
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
Project Name
WATERSIDE @ THE POINT —Section 2
Contact Person
BOB FARRIS
Phone Number
252-264-3222
Date
8127108
Drainage Area Number
C W/ PHASE 3
H.=DESIGN'1NFORMATION ....... `.
...
., . •
k•
'-..=, : , :;, ;:.
Site Characteristics
Drainage area
332,528.00
ff
Impervious area
141,797.00
ft'
Percent impervious
0.43
%
Design rainfall depth
1.00
in
Pea Flo Calculations
Peak flow Calculations
gam,
B�[ '�"V
unoff
in
,J�t .dL
1-yr, 24-hr intensity
irvhr
Pre -development l-yr, 24-hr runoff volume
ft3lsec
AUG 29
Post -development 1-yr, 24-hr runoff volume-
ft3lsec
2008
PrelPost 1-yr, 24-hr peak flow control
ft3lsec
DWQ
Storage Volume: Non -SR Waters
PROJ #
Minimum design volume required
12,020.00
ft3
Design volume provided
41,993.00
ft3 OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth in
Pre -development 1-yr, 24-hr runoff ff3
Post -development 1-yr, 24-hr runoff ft3
Minimum volume required ff3
Volume provided it,
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
TARBORO SAND
12.50
in/hr
6.00
fist
0.01
days OK
3&6
:1 OK
8.80
fmsl OK
10.80
fmsl
30,045.00
ffz
11A0
fmsl
220.00 It
100.00 ft
14,240.00 e
Forth SW401-Infiltration Basin-Rev.2 Parts I. & 11. Design Summary, Page 1 of 2

Permit No.
(to be Provided by OWQ)
Additional Information
Total runoff volume captured by basin
3.31
ac-in
Maximum of 2 acre -inches allowed
Length of vegetative filter for overflow
NONE
It
OK
Distance to structure
NONE
It
OK
Distance from surface waters
335.00
0
OK
Distance from water supply well(s)
345.00
ft
OK
Separation from impervious soil layer
4200
ft
OK
Naturally occuring soil above shwt
6.00
It
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger stones?
N
(Y or N)
Must provide bypass for larger flows
Pretreatment device provided
Y
VOLUME 3.5 x REQUIREMENT
Form SW401-Infiltration Basin-Rev.2 Parts I. 8 11. Design Summary, Page 2 of 2

Permit No.
(to be provided by Dn)
III! REQUIRED.ITEMS;GHECKLIST:'P-
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.
0
�J
Pagel Plan
SheQt No.
6
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,
- Proposed drainage easement and public right of way (ROW),
- Boundaries of drainage easement
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.
Ca 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
�eS 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 DWO, by completing & submitting the soils investigation request form.
County soil maps are not an acceptable source of soils information.
6. A construction sequence that shows how the infllration basin will be protected from sediment until the entire
drainage area is stabilized.
elk 7. The supporting calculations.
A C6,a 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

r _ -
Permit
(to be provded by
® . DMCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
DIO WATpqC
G
o�o~
401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
L PROJECT INFORMATION '.:::
Project Name WATERSIDE ® THE POINT —Section 2
Contact Person BOB FARRIS
Phone Number 252-264-3222
Date 8127108
Drainage Area Number C WIO PHASE 3
II: DESIGN INFORMATION
Site Characteristics
Drainage area
301,097.00
ft2
Impervious area
119,169.00
rye
Percent impervious
0.40
%
Design rainfall depth
1.00
in
Peak Flow Calculations
1-yr, 24-hr runoff depth
in
/11 yam,
1-yr, 24-hr intensity
Pre -development l-yr, 24-hr runoff volume
inlhr
N3lsec
Post -development 1-yr, 24-hr runoff volume
R31sec
I'n "`•I ��ii
Pre/Post 1-yr, 24-hr peak flow control
N3lsec
UO 2 9 2908
Storage Volume: Non -SR Waters
Minimum design volume required
10,192.00
ff3
11ROJ # DWQ
Design volume provided
38,449.00
ry3 OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
in
Its
ry3
ff3
ft3
TARBORO SAND
12.50 inmr
6.00 fmsl
0.01
days
OK
386
:1
OK
8.80
fmsl
OK
10.80
fmsl
25,876.00
fP
11.00
fmsl
185.00 It
85.00' It
10,442.00 ff,
Foan SW401-Infiltration Basin-Rev.2 Parts I. B II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWD)
Additional Information
Total runoff volume captured by basin
2.81
ac-in
Maximum of 2 acre -inches allowed
Length of vegetative filter for overflow
NONE
it
OK
Distance to structure
NONE
it
OK
Distance from surface waters
335.00
it
OK
Distance from water supply well(s)
345.00
it
OK .
Separation from impervious soil layer
42.00
ft
OK
Naturally occudng soil above shwt
6.00
it
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed 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?
N
(Y or N)
Must provide bypass for larger flows
Pretreatment device provided
Y
VOLUME 3.77 x REQUIREMENT
Forth SW401-Infiltration Basin-Rev2 Parts I. a 11. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
tII.REQUIRED;ITEMSiCHECKL"IST�''r'r" • ';� : " r` - '` ` " �TA`�`*��"'
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.
,EY
UNION
Page/ Plan
SheQt No.
I. 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,
Proposed drainage easement and public right of way (ROW),
- Boundaries of drainage easement
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.
6 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
�LC .s 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 DWO, by completing & submitting the soils investigation request form.
County soil maps are not an acceptable source of soils information.
_7— 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the entire
drainage area is stabilized.
elk 7. The supporting calculations.
? C6,e 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part III, Required Items Checklist, Page 1 of 1

Permit No.
(to be provitled by DWQ)
ov warEq
�! STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
WATERSIDE @ THE POINT -Section 2
BOB FARRIS
252-264.3222
M70
D
II,,DESIGN INFORMATION
Site Characteristics
Drainage area
212,780.00
tt>
Impervious area
86,69800
H1
Percent impervious
0.41
%
Design rainfall depth
1.00
in
Peak Flow Calculations
1-yr, 24-hr mngff depth
in
1 24-hrintensity
Pre--development 1-yr, 24-hr runoff volume
�
fIsec
Post -development 1-yr, 24-hr runoff volume
H'/sec
PrelPost 1-yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
ft Isec
—�s•�,�
Ads.?
Minimum design volume required
7,389.00
9 00Z
8
H'
Plow
Design volume provided
24,142,00
fl3
OK for non -SR waters #r I) WQ
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
0
Post -development 1-yr, 24-hr runoff
fl
Minimum volume required
ft
Volume provided
tt'
Soils Report Summary
Soil type
TARBORO SAND
Infiltration rate
12.50
iNhr
SHWT elevation
6.00
fmsl
Basin Design Parameters
Drawdown time
0.01
days OK
Basin side slopes
6.00
:1 OK
Basin bottom elevation
8.80
fmsl OK
Storage elevation
10.80
fmsl
Storage SA
17,176.00
ft?
Top elevation
11.60
fmsl
Basin Bottom Dimensions
Basin length
387.00
H
Basin width
18.00
fl
Bottom SA
6,966.00
H'
Form SW401-Infiltration Basin-Rev.2 Pans I. a II. Design summary, Page 1 of 2

Permit No.
(to be provded by DWO)
Additional Information
Total runoff volume captured by basin
2.03
ac-in
Maximum of 2 acre -inches allowed
Length of vegetative filter for overflow
NONE
ft
OK
Distance to stmcture
NONE
It
OK
Distance from surface waters
380.00
8
OK
Distance from water supply well(s)
520.00
ft
OK
Separation from impervious soil layer
42.00
t
OK
Naturally occuring soil above shwt
6.00
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed 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?
N
(Y or N)
Must provide bypass for larger flows
Pretreatment device provided
Y
VOLUME= 3.3 x REQUIREMENT
Form SW401-lMiltration Basin-Rev.2 Parts I, a II. Design Summery, Page 2 of 2

Permit No.
(to be provided by DM)
III:1REQUIRED TrEMS'tCHECKLIST c
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.
IN
M
Pagel Plan
Shegt 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,
- Proposed drainage easement and public fight of way (ROW),
- Boundaries of drainage easement
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 cleanoul,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
3. Section view of the infiltration basin (1' = 20' or larger) shoving:
Pretreatment and treatment areas, and
- Inlet and outlet structures.
6 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
�Zu__LC E 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 DWO, by completing & submitting the soils investigation request form.
County soil maps are not an acceptable source of soils information.
6. A construction sequence that shows how the infiltration basin will be protected from sediment until the entire
drainage area is stabilized.
elk 7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part 111. Required Items Checklist, Page 1 of 1

Permit No.
(to be pmvided by DWQ)
NCDENR
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
�o, W ATf,
WSTORMWATER MANAGEMENT PERMIT APPLICATION FORM a� o 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
BOB FARRIS
252-264-3222
8127108
IL.:DESIGN INFORMATION,;,,Site Characteristics
Drainage area 96,484.00
Impervious area 24,000.00
Percent impervious 0.25 %
Design rainfall depth 1.00 in
Peak Flow Calculations �E C E I V 1-yr, 24-hr runoff depth in JE AD
1-yr, 24-hr intensity
inlhr
Pre -development 1-yr, 24-hr runoff volume
q q
ft Isec AUG L 9 LOOK
Post -development 1-yr, 24-hr runoff volume
H'Isec .
PrelPost 1-yr, 24-hr peak flow control
811sec
DWQ
Storage Volume: Non -SR Waters
Minimum design volume required
2,202.00 fill PROJ #
Design volume provided
8,251.00 0 OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
in
ft
it,
f�
ft�
TARBORO SAND
12.50 irVhr
6.00 -- fmsl
0.01
days OK
3&6
:1 OK
10.00
fmsl OK
11.00
fmsl
12,021.00
fi
11.50
first
120.00 it
25.00 it
2,364.00 fP
F. SW401-Infiltration Baui Rev Parts I. a II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWO)
Additional Information
Total runoff volume captured by basin
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwl
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
0.61
ac-in
NONE
It
NONE
ft
655.00
ft
700.00
ft
42.00
ft
6.00
ft
Y
(Y or N)
Y
(Y or N)
Y `
(Y or N)
N
(Y or N)
IN
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Must provide bypass for larger flows
VOLUME 3.8 z REQUIREMENT
Form SW401-Infiltration Basin-Rev.2 Parts I. 811. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWO)
II1?�REQUIRED;ITEMS'CHECKL•IST"1• �� �
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.
E�
�J
Pagel Plan
SheQt No.
In
i. Plans (i" - 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,
- Proposed drainage easement and public right of way (ROW),
- Boundaries of drainage easement
2. Partial plan (r = 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 (r = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
(.o 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
�LC'S 6. 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 DWO, by completing & submitting the soils investigation request form.
County soil maps are not an acceptable source of soils information.
6. A construction sequence that shows how the infiltration basin will be protected from sediment until the entire
drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.2 Page 1 of 1 Part 111. Required Items Checklist, Page 1 of 1

ie=
JUL 2 9 2008 Permit Number:
(to be provided by DWQ)
Drainage Area Number:__
Infiltration Basin Operation 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 operation 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:
Potentialproblem:
How I will remediate theproblem:
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.
Fnrm CWd01_In£Itratinn nacin nR M-Pav 7
Pane I of i

BMP element:
Potentialproblem:
How I will remediate theproblem:
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-
outlet.
733-1786.
Fnr CwAnl_Infiltratinn rt 6. n9'M-Rav 7
Pa.a 7 of Z

Permit Number:
(to be provided by DWQ)
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.
Project name:Waterside @ The Point, Secticon 2
BMP drainage area number:
Print name:Robert Farris
Title:Manager
Address:201 Lane Drive, Elizabeth City, NC 27909
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, / Y hlltl%� , a Notary Public for the State of
a rah &reA t r>Q, County of "g. Sq,V p'� a_R�S-do hereby certify that
(L,P,rj✓Z� / /%& Ls personally appeared before me this 2,4
day of � u L L4 a, and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
09". 1
My commission expires u H b 2 6 t G)
Fnr CWdM_lnfilt,.tinn R.cin OY M_R,v 4
paor 1 nf'A

. .. ...r' � � �
1

JUL 2 9 2008 Permit Number:
(to be provided b DWQ)
Drainage Area Number:_,_
Infiltration Basin Operation 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 operation 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:
Potentialproblem:
How I will remediate theproblem:
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.
Rnrm RWAM-Infiltrntinn Racin nkm-Rnv i
P..r 1 of

BMP element:
Potentialproblem:
How I will remediate theproblem:
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
revent 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.
Form RWdfll _Infiltration Racin C)km-Rav'i
P.OP 7 of ';

Permit Number:
(to be provided by DWQ)
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.
Project name:Waterside @ The Point Sectioon 2
BMP drainage area number:
Print name:Robert Farris
Address:201 Lane Drive, Elizabeth City, NC 27909
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, —:NN ,6 , IV 4477 , a Notary Public for the State of
t-L-eQi-ol L County of E sat�AQ--Rk , do hereby certify that
D6b'�T �/i7P�lS personally appeared before me this
day of Z-u l _I _C>-cA?and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
}" _
SEAL
My commission expires 7� u t H 4'� ')- a l o
17 r. CWd0I-InFltmtinn Rncin r1R,M-RP,, i P.or Z of i

t �
a _. . !��.:. _ _ �
1
�� .. ly\. ,�� .. ... ... .\ �_
� / I '
_ _. ... )

JUL 2 9 2008 Permit Number:
(to be provided by DWQ)
Drainage Area Number: L1
Infiltration Basin Operation 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 operation 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:
Potentialproblem:
How I will remediate theproblem:
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.
Pn,m Ctt/anl_In Fltratinn Racin ORr M_Rav Z

BMP element:
Potentialproblem:
How I will remediate theproblem:
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-
outlet.
733-1786.
Fn'M RWdM_InFltration Racin (1.GM_Rnv'I pnae') nf'i

I
Permit Number:
(to be provided by DWQ)
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.
Project name:Waterside @ The Point, Sectioon 2
BMP drainage area
Print
Title:
Address:201_Lane Drive, Elizabeth City, NC 27909
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, / f}j�/l%E !V Z/4Z2"�2 a Notary Public for the State of
Duet' C rQ !- County of pkek c\�—, do hereby certify that
�yAG.17_ / //: f personally appeared before me this
day of S 2. 6 c and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires -Ls2, O \ a
Pnrtn CWdnl_Infiltratinn Racin ORr M_PP,r7 P.QP i of i

JUL 2 9 2008 Permit Number:
(to be provided by DWQ)
Drainage Area Number:_
Infiltration Basin Operation'anci-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 operation 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:
Potentialproblem:
How I will remediate theproblem:
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.
17 rm CWdnl_Infilt,atinn R.6n OkM_Rev2
Pn.P 1 of Z

BMP element:
Potentialproblem:
How I will remediate theproblem:
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
B r a i n.
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.
Pnrm CWAOIJI flltratinn Racin (VW-Pw,, 7 P..P 7 of 1

Permit Number:
r-
(to be provided by DWQ)
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.
Project name:Waterside @ The Point, Sectioon 2
BMP drainage area number:
Print name:Robert Farris
Address:201 Lane Drive, Elizabeth City, NC 27909
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.
a Notary Public for the State of
1 d r t h QC t,& b yL County of � ns qt 1� % R �T , do hereby certify that 6"T personally appeared before me this
day of --X u l , 2 0o and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires_
Fn,m CWdnl_Infiltratinn nacin OR,M_Rry 4
P.oa i of i

a

JUL 2 9 2008 Permit Number:
((o be providedDWQ)
Drainage Area Number:
Infiltration Basin Operation 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 operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection acfivities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
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.
17 rm MA01-Infilontinn Racin nP'M_Rav 2 Pa.P I of i

BMP element:
Potentialproblem:
How I will remediate theproblem:
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-
outlet
733-1786.
Form CWdnl_Infiltration Racin OY'M_Pa" Z Pave 7 of i

Permit Number:
(to be provided by DWQ)
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.
Project name:Waterside @ The Point, Sectioon 2
BMP drainage area number:
Print
Address:201 Lane Drive, Elizabeth City, NC 27909
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.
a Notary Public for the State of
a eqk t ` o,,, County off�sayct�.n�— , do hereby certify that
0 T Fltee%S personally appeared before me this 1
day of � u i y�, 2 O &Vand acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
611
My commission expires t1 Co l
Fnr CWdM_Infiltratinn Racin OkM_Rnv Z P..P i of i