20060734 Ver 1_401 Application_20060814

~ AVOLIS ENGINEERING, P.A.
~~ P.O. Box 15564 New Bern, North Carolina 28561 [phone]
August 8, 2006
Ms. Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
NCDENR -Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Pointe Marina Condominiums
Browns Creek X030410, 27-141-3, Sa, HQW, NSW
AE Project No. 06015
Uear Ms. Karoly:
o ~ - o~ 3~}
In response to your June 29, 2006 letter requesting additional information relative to the Pointe
Marine Condominiums, attached please find the following:
Variance Request Form includes Copies of Stormwater Permit Application
(Original and Two Copies)
Project Plans (Three Copies)
Project Stormwater Calculations and Nitrogen Calculations ('Three Copies)
It is requested that the Neuse Riparian Buffer Variance Request be processed. If you should
need any additional information other than that submitted, please do not hesitate to call.
Sincerely,
ev Avolis, P.E.
Vi -President
{~l~ ~ Z ~; '~~~~
~~~~~ ~

,, OFFICE USE ONLY: Date Received Request #
o~- 013
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Variance Request Form
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of R~par~an Areas Rule (15A NCAC 0233)
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NOTE.' This form maybe photocopied for use as an original.
Part 1: General Information
1. Applicant's name (the corporation, individual, etc. who owns the project):
Pamlico Consort, LLC
2. Print Owner/Signing Official (person legally responsible for the facility and its compliance)
Name: John Sheppard
Title: Member/Manager
Street address: P . 0 . Box 1 81
City, State, Zip: Oriental, NC 28571
Telephone: ~5~) 670-6787
Fax: l _)
3. Project Name (Subdivision, facility, or establishment name -consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Pointe Marina Condominiums
4. Location of Facility
Street address: NCSR 1 327
City, State, Zip: Whortonsville, NC 28571
County: Pamlico County
Latitude/longitude: N 3 5.0 9 3 2 5° w 7 6. 6 3 2 4 7°
5. Directions to facility from nearest major intersection (Also attach a map):
NC Highway 55, turn left on NCSR 1322 (Trent Road), turn left
on Strai ht Road turn ri ht on Browns Creek Road, turn right
on NCSR 1327 (Lupton Road). Project is at end of roa .
6. Contact person who can answer questions about the facility:
Name: John Sheppard
Telephone: [phone]
Fax: ~__)
Email:
7. Requested Environmental Management Commission Hearing Date:
o (~C~L~D~1~ p
AIJG t 4 2006
Version 1: September 1998 ~,v~tu-~tlAND gT eOF~fATF ~BRANGH

Part 2: Demonstration of Need for a Variance
NOTE: The variance provision of the Neuse Riparian Area Rule allows the Environmental Management
Commission to grant a variance to an affected party when the following conditions apply on a given project:
(a) practical difFculties or hardships would result from strict application of the rule:
(b) such difficulties or hardships result from conditios which are peculiar to the property involved; and ,
(c) the general purpose and intent of the Rule would be preserved, water quality would be protected and
substantial justice would be done if the variance were granted
This part of the application is to explain how the project meets criteria (a) and (b).
1. Attach a detailed description (2-3 pages) explaining the following:
• The practical difficulties or hardships that would result from strict application of the Rule.
• How these difficulties or hardships result from conditions that are unique to the property
involved.
• Why reconfiguring and/or reducing the built-upon area to preserve a greater portion of the
riparian area is not feasible on this project. If economic hardship is the major
consideration, then include a specific explanation of the economic hardship and the
proportion of the hardship to the entire value of the project.
Part 3: Water Quality Protection
_._
NOTE: This part of the application is to explain how the project meets criterion (c): the general purpose and
intent of the Rule would be preserved, water quality would be protected and substantial justice would be done if
the variance were granted.
_ _ _ _ _ _ _
1. Briefly summarize how water quality will be protected on this project. Also attach a detailed
narrative (1-2 pages) describing the nonstructural and structural measures that will be used
for protecting water quality and reducing nitrogen inputs to surface water.
See attached narrative, see attached Stormwater Permit
application.
2. What is the total project area in acres?
2.86 Acres
3. Which of the following permits/approvals will be required for this project?
_~ CAMA Major
X Sediment/Erosion Control
X 401 Certification/404 Permit
Variance Request Form, page 2
Version 1: September 1998

Part 3: Water Quality Protection, continued
4. Complete the following information for each drainage basin. If there are more than two
drainage basins in the project, attach an additional sheet with the information for each basin
provided in the same format as below.
Project Information Drainage Basin 1 Drainage Basin 2
Receiving stream name Broad Creek Broad Creek
Receiving stream class' Sa, HQW, NSW Sa, HQW, NSW
Drainage basin area (total2) 1.78 AC 1.08 AC
Existing impervious area3 (total2) 0 2 221 SF
Proposed impervious area3 (total2) 2 7 8 4 3 SF 8 7 5 8 SF
Impervious area3 (on-site) 3 5.8 9 $ 2 3.2 5 $
Impervious area3 (total2) 3 5. 8 9 ~ 2 3.2 5 ~
Impervious area3 Drainage basin 1 Drainage basin 2
On-site buildings 1 3 860 SF 4 620 SF
On-site streets _ _ _
On-site parking 1 3, 983 SF 4, 1 38 SF
On-site sidewalks -- 2 221 SF Slab
Other on-site _ _
Total on-site
Off-site 0 0
Total 27 843 SF ` 1 0, 979 SF
vne vntemet sue tortnvs vntormation is http.//h2o.enr.state.nc.us/strmc/ass/a/pha/neu.html
2 Total means on-site plus off-site area that drains through the project.
3 Impervious area is defined as the built-upon area including, but not limited to, buildings, parking areas,
sidewalks, gravel areas, etc.
5. How was the off-site impervious area listed above derived?
N/A
6. What will be the annual nitrogen load contributed by this site after development in pounds per
acre per year without structural BMPs (stormwater pond, wetland, infiltration basin, etc)?
Attach a detailed plan for all proposed structural stormwater BMPs.
Drainage
basin Size of
drainage
basin
ac Post-development
nitrogen loading rate
without BMPs'
/bs/ac/ r BMP nitrogen
removal
efficiency5
% Final nitrogen
loading rate
(/bs/ac/yr) Final nitrogen
loading from
drainage basin
Ibs
1 1.78 8.391 10~/20~ 6.04 10.75
2 1.08 5.830 10~ 20~ 4.20 4.54
3
4
5
Totals 2 8 6 -_ _ --- --
Hrracn cavcuvauons and references.
s Attach calculations and references.
Variance Request Form, page 3
Version 1: September 1998

Part 3: Water Quality Protection, continued
7. The applicable supplemental form(s) listed below must be attached for each BMP specified:
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-109 Innovative BMPs Supplement
Part 4: Submittal Checklist
A complete appplication submittal consists of the following components. Incomplete submittals
will be returned to the applicant. The complete variance request submittal must be received 90
days prior to the EMC meeting at which you wish the request to be heard. Initial below to
indicate that the necessary information has been provided.
Applicant's Item
Initials
• Original and two copies of the Variance Request Form and the attachments

~~ listed below.
A vicinity map of the project (see Part 1, Item 5)
• Narrative demonstration of the need for a variance (see Part 2)
-°~ A detailed narrative description of stormwater treatment/management (see Part
~~ 3, Item 1)
• Calculations supporting nitrogen loading estimates (see Part 3, Item 6)
--~'~-- Calculations and references supporting nitrogen removal from proposed BMPs

~ (see Part 3, Item 6)
-- Location and details for all proposed structural stormwater BMPs (see Part 3,

~ Item 6)
-
~ Three copies of the applicable Supplement Form(s) for each BMP and/or
~ narrative for each innovative BMP (see Part 3, Item 7)
~ Three copies of plans and specifications, including:
,~ 0 Development/Project name
~ 0 Engineer and firm
,~ 0 Legend and north arrow
0 Scale (1" = 100' or 1" = 50' is preferred)
,r 0 Revision number & date
0 Mean high water line (if applicable)
,~ 0 Dimensioned property/project boundary
,r 0 Location map with named streets or NC State Road numbers
4' 0 Original contours, proposed contours, spot elevations, finished floor
-~ elevations
~
`~ 0 Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter
0 Footprint of any proposed buildings or other structures
~-- 0 Wetlands delineated, or a note on plans that none exist
0 Existing drainage (including off-site), drainage easements, pipe sizes, runoff
~ calculations
~ 0 Drainage basins delineated
;' 0 Perennial and intermittent streams, ponds, lakes, rivers and estuaries
0 Location of forest vegetation along the streams, ponds, lakes, rivers and
estuaries
Variance Request Form, page 4
Version 1: September 1998

Part 5: Deed Restrictions
By your signature in Part 7 of this application, you certify that all structural stormwater best
management practices required by this variance shall be located in recorded stormwater
easements, that the easements will run with the land, that the easements cannot be changed or
deleted without concurrence from the State, and that the easements will be recorded prior to the
sale of any lot.
Part 6: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm)
Mailing address:
City, State, Zip: _ New Bern, NC 28561 __
Telephone: [phone]
Fax: [phone]
Email: avolis~n~c~l~mQr~i~. net
Part 7: Applicant's Certification
I, John Sheppard (print or type name of person
listed in Part I, Item 2), certify that the information included on this permit application form is
correct, that the project will be constructed in conformance with the approved plans and that the
deed restrictions in accordance with Part 5 of this form will be recorded with all required permit
conditions.

Signature:
Date:
Title:
Aeolis Engineering, P.A.
P.O. Box 15564

C:.~c~~ -~:.~-2_
Variance Request Form, page 5
Version 1: September 1998

OFFICE USE ONLY
Date Received Fee Paid Permit Number
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 p ~~~~ t,G•: ~.
,.
I. GEI~TERALINFORA4.ATION ~1)(`i ~ ~ M(!t)~t
1. applicants name (specify the name of the corporation, individual, etc. v. ho o~ti•ns the project): fj~,N~s ° V~r',i~l"~~}~~~;`ti H
Pamlico Consort, LLC ~`p ` ~~~~~ E
?. Print O~%ner/Signing Official's name and title (person legall}' responsible for facilit}• and compliance):
John Sheppard, Member /Manager
3. 'Mailing Address for person listed in item 2 above:
P.O. Box 181
C;t~• Oriental State. NC Z;p: 28571
Telephone \umber: ( 252 1 670-6787
Project \ame (subdi~ ision. faci!it~~. or establishment name • should be consistent y. ith project r,a:;~e on plans.
s~,eci~ications. letters. operation and maintenance a_-een~erts. etci
Pointe Marina Condominiums
~. Location of Project (street address):
_ 256 Old Lupton Road
City: Whortonsville County: Pamlico
o. Directions to project (from nearest major intersection):
Take NCSR 1325 to NCSR 1327. Turn right. Project is 1,500 feet south at
end of NCSR 1327 (Old Lupton RoadO.
7. Latitude: N 35, 09325° Longitude: W 76.63247° of project
$. Contact person v<~ho can answer questions about the project:
Name: John Sheppard Telephone Number: ( 252 ) 670-6787
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X Ne~v Rene~ti•al Modification
Form S\\'U-101 Version 3.99 Paee 1 of 4

2. If this application is being subrni teas the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if knov`•n)
3. Specify the type of project (check one):
Lo~v Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
~CAMA Major ~SedimentationtErosion Control _4041401 Permit _NPDES Stormw~ater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-6Z3-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how storm~aater ~~ill be treated. Also attach a detailed narrative
(one to t~s•o pages) describing storm~ti•ater management for the project .
See Attached
Z. Storm~~ a[er runoff from this project drains to the
3. Total Project Area: 2.86 acres
~ Ho~~ many drainage areas does t'r~e project hare' 2
Neuse Rig er basin.
-1. Project Built C~pon Area; 31 ,1 $ (Total Project)
$ Basin 1)
23.25$(Basin #2)
o. Complete [he follo•,~ ing information for each drainage area. 1f here are more than tv. o drainage areas in the
project. attach an additional sheet ~~ ith the inform,aticn for each area prop ided in the same format as belo~~.
Basin Information I Dra:oage area 1 I Drainage .fir ea 2
Recei~ ;ng Stream \ame I Broad CYeek Broad CYeek
~ Recei~•ing Stream Class ~A H NSW .S~IH W NSW
Drainage Area I 77, 578 SF, 1 .78 Ac. 45, 216 SF, 1 .08 Ac.
Existing Impers•ious` Area I ~ I~
Proposed Impervious`Area 27, 843 SF, 0.64 AC. I10, 979 SF, 0.25 Ac.
°o Impervious` Area (total) 35, 89$ ~
Impervious` Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings 13, SF , SF
On-site Streets 0 SF 0 SF
On-site Parking 13, 983 SF ~ 4,138 SF
On-site Sidewalks 0 SF 0 SF
Other on-site
Off-site
Total: 27, 843 SF, 0, 64 Ac. Total: 10, 979 SF, 0, 25 Ac.
Impervious area is defined as the built upon area including, but not limited to, buildings. roads. parking areas.
sidewalks, gravel areas, etc.
Form S~VU-101 Version 3.99 Pate 2 of ~

7. Hov`~ v`•as the off-site impervious area listed above derived?
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 ]ot. If lot sizes vary significant]y, a table
listing each lot number, size and the al]ow•able built-upon area for each lot must be provided as an attachment.
]. The following covenants are intended to ensure ongoing compliance with state storm++•ater management permit number
as issued by [he Division of hl'ater Quality. These covenants may not be
changed or deleted t+ithout the consent of the Stare.
?. .~'o more than 38, 822 square feet of am• lot shall be co+ered b}• structures or impen~ious materials.
Impervious materials include asphalt, gravel, concrete. brick, stone. slate or similar material but do not include ~+ood
decking or the t[~atersurface ofs[rimming pools.
3. Su ales shall not be filled in, piped. or altered except as necessar~• to provide driye[t ay crossings.
-1. Built-upon area in excess of the permitted amount requires a state sror~ruater n;ananement permit modification prior to
corstrucrion.
~. x,11 permitted runofT from outparceis or future deti elopment shad be directed into the permitted storn;u arer control
system. These connections to the storm[yater control system shall be pe,-forr[ed in a r.,anner that ,^„aintains the integrity
and performance of the s[ stem as pernitted.
`. ~ OUr signature bele~+. + ou certit+ [ha[ the r ecorded deed ; eS[i 1CTIUnS af?u ~: OieCTI~ e CG+ °; is^:S for [ r11S ~; i~)c^Ct
.-,ail include a!I the applicable items required abo~ e, t;gat the covenants ~`. ill be binding Gn a!1 parties and persons
::aiming under [hem. [hat they vv Jl run w ith the land. that the required co. enants cannot be c;~tanged or deleted
,~. ithout concurrence from [he State. and that they vv ill be recorded prior to [he sale of am' lot.
V. SL'PPLEMEtiT FOR'\1S
'he applicable state stormy+~ater management permit supplement form(s) listed below must be submitted for each
5~4P specified for this project. Contact the Stormvvater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form S`vNU-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
roan Sti'U-101 Version 3.99 Pave 3 of-3

\'I. SUBI,4ITT.4L REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
.4 complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional OfI'ice-
1. Please indicate that you have provided the follo++~ing required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormw~ater A4anagement Permit Application Form ~
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of S4Z0 (pa~•able to NCDE?~R)
• Detailed narrative description of storm++~ater treatment/management
• T+vo copies of plans and specifications. including:
- Development/Project name
- Engineer and firm
- Legend
- ?north arrow
- Scale
- Re+ision number ii date
- '+tean high +yater line
-Dimensioned property;'project boundary
- Location map v, ith named streets or 1CSR numbers
- Original contours. proposed contours. spot ele+ations. finished Moor ele+ations
- Details of roads. drainage features. collection s•stems. and storm~yater control measures
- \1~et',ands delineated. or a note on o.a^s that none exist
FxISUng drainage (including off-siteJ. drainage easements. pioe sizes. runoff calculations
- Drainage areas delineated
- \~e~etated buffers (~+here required)
`~ ll. aGE\7.aLTHOP.IZ.~T10\
'~ OU '~1:Sh l0 Ce5lai~aiP aUihUrlt\ to another individual or firm so ,hat .hey n;a~ pro~'Ide information on your
~~e';;alf. please complete this section.
Designated ages[ (individual or firm). AvOlis Ehcjineering, P•A.
'.'ailing Address:
P.O. Box 15564
~ ~:~: New Bern State: NC Zip: 28561
i/hone: ( 252 1 633-0068 Fax: ( 252 1 633-6507
VIII. APPLICANT'S CERTIFICATION
I, (print or t, pe name of person listed in General Information, item Z) John Sheppard
certify that the information included on this permit application form is, to the best of my knoya~ledge, correct and
that the project will be constructed in conformance with the appro+~ed plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies y+ith the requirements of 15A
CAC 2H .1000.
Signat
Johnpard, Member
Pamlico tlsort, LLC
Date: March 8, 2006
Form S~\'U-101 \~ersion 3.99 Page 4 of4

Permit No.
(to be proi~ided btu DN'QJ
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may 6e photocopied for use as an original
DWO Stotmwater Management Plan Review
.a complete stormv~'ater management plan submittal includes a storm~vater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stotmwater com~eyances and system details.
I. PROJECT INFOR~I.aTIOV
Project Name : Pointe Marina Condominiums
Contact Person: John Sheppard Phone Number: ( 252) 670-6787
This ~~ orksheet applies to: Basin No. 1
ra.c iderinl7rd nn pl;;rtc/
in Drainage Area 1

I I. DESIGti I\FOR~L~TIO\ - .attach supporting calculations documentation. The soils report must be
based upon an actual field investigation and soil borings. Count' soil maps are not an acceptable source
of soils information..all elegy ations shall be in feet mean sea lei el ~fmsl).
toils Report Summary
foil Type
Infiltration Rate
~HWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Medium to Fine Sand
~~_.
2.0 ~in~'hr or ef,-hr,!sf (circle appropriate :urns)
1 _7' fmsl (Seasonal High Hater Table elerarion)
1 . 5 inch (l..i inch every for S4 xaters, I irrclr ereru for others)
4, 376 c.f.
0.1 days
Irregular ft. x ft. = 3, 490 sq. ft. (bottom dirrrerrsions)
4,711 c.f.
3.8 fmsl
5.0 fmsl
5.5 fmsl
Form SV/U-103 Rev 3.99 Page 1 of 3

III. 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 that 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. Attach justification if a requirement has not been met.
Applicants Initials
,d a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
d' b. System is located at least 100 feet from water supply wells.
~ c. Bottom of system is at least 2 feet above the seasonal high water table.
~ d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
o e. System is not sited on or in fill material or DWQ approval has been obtained.
~ f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of--way.
Q
~ ~. Drainage area for the device is less than ~ acres.
d h. Soils have a minimum hydraulic conductivity of 0.~2 inches per hour and soils report is
attached.
~ i. System captures and infiltrates the runoff from the first 1.0 inch of rainf (1.~ ~ ch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
~ j. System is sized to take into account the runoff at the ultimate built-out potential from all
surfaces draining to the system, including any off-site drainage. Calculations attached.
~ k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
~" 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
~ m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided. y
~ n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
"i o. Flow distribution mechanism within the basin is provided.
~ p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
°~ q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
~ r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw-down calculations are attached.
~- s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

[V. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at ]east monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re-seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 7~% of the original design depth. The system shall be restored to the
original design depth without over-excavating. Over-excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
«hen the design depth reads 0.90 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
~. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its desi_n function, other stormv<~ater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
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 and Title: John Sheppard, Member/Manager, Pamlico Consort, LLC
Address: P_O. Box 181 Oriental, NC 28571
Phone: [phone]
Signature:
Date: March 8, 2006
1VOte: The legally responsible party should not be a homeo++~ners association unless more than 50% oJthe lots have been sold and a
resident oJthe subdivision has been named the preside~7t.
Beth Simmons
a Notary Public for the State of North CarolinaCounty of
Craven , do hereby certify that John Sheppard personally appeared before me this 8t~1
day of March 200E and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness rr~~nd~r3c~official seal,
~cL °° c.
~~
SL~~ ~ ~ ~`' My commission expires April 22, 2006
``,.. .
'~
.:,
~~ __.. ~ ~ ~~-per ~_~
° ~ ~~,
~~,:. :_:Y :.:
Fo~yttl,l~ 103 Rev 3,99° Page 3 of 3
.~ ~ l.'.u ` ~s
~~jdQOGCGq~~~~,

Permit No.
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Manaeement Plan Review
A complete stonnwater management plan submittal includes a stot7nwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFOR'~1ATION
Project Name : Pointe Marina Condominiums
Contact Person: John Sheppard
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(to be provided by DWQJ
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This ~~'orksheet applies to: Basin No. 2
Phone Number: ( 2521 670-6787
!as idennficd on plans/
in Drainage Area 2
.. ljrnm Form S~f'U•JOl/
II. DESIGN I\FOR11.aTION -Attach supporting calculations documentation. The soils report must be
based upon an actual field investigation and soil borings. Counry soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Medium to Fine Sand
2.0 in/hr or cf''hr/sf (circle appropriate writs)
1 .47 fmsl (Seasonal High t~'ater Table elevation)
1 .5 inch (L.i inch event for S9 haters, I inch ereiu for others)
2,141 c.f.
0.1 days
Irregular ft. x
2, 211 c.f.
4.0 fmsl
5.0 fmsl
5.5 fmsl
ft. = 1 , 842 sq. ft. (bottom dimensions)
Form SWU-103 Rev 3.99 Page 1 of 3

III. 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 that 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. Attach justification if a requirement has not been met.
Applicants Initials
,~ a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
L c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
~_ e. System is not sited on or in fill material or DWQ approval has been obtained.
f System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
1 g. Drainage area for the device is less than ~ acres.
~ h. Soils have a minimum hydraulic conducti~ ity of 0.~? inches per hour and soils report is
~ -
attached.
~ i. System captures and infiltrates the runoff from the first 1.0 inch of rainf~ (l .~ ii ch event for
areas draining to SA waters ). Design volume and infiltration calculations~a~ttached.
-~ j. S}stem is sized to take into account the runoff at the ultimate built-out potential from all
surfaces draining to the system, including any off-site drainage. Calculations attached.
~ k. All side slopes stabilized ~i ith vegetated coyer are no steeper than 3:1 (H:V).
1. .A pretreatment device such as a catch basin, grease trap, filter strip, grassed s~~ale or
sediment trap is provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
~ n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
G p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
~ q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw-down calculations are attached.
~ s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
?. Repair eroded areas immediately, re-seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications. v
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 7~% of the original design depth. The system shall be restored to the
original design depth without over-excavating. Over-excavating may cause the required v<~ater table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact Water quality (i.e. stockpiling near a stormtvater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark ~~•ill document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it ~.~ill give an accurate depth reading and not
readily penetrate into accumulated sediments.
«'hen the design depth reads 0.75 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
~. If the Di~•ision determines that the system is failing, the s~•stem will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by \C.~C ~H . ] 000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify D~~'Q of any problems ~i~ith the system or prior to any
changes to the system or responsible party.
Print ?Fame and Tit}e: John Sheppard, Member/Manager, Pamlico Consort, LLC
address: P O Box 181 Oriental NC 28571
Phone: [phone]
Siena
Date
March 8, 2006
~~ote: The legally responsible party should not be a homeowners association Curless more than 50% oj[he lots /:a~•e beery sold and a
resident ojthe subdivision has been named the president.
Beth Sitrunons , a Notary Public for the State of North Caz'olinaCounry of
Craven , do hereby certify that John Sheppard personally appeared before me this 8th
day of March 2000 and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
1l'itness rrtye6aadsotJ~fficial seal,
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April 22, 2006

STORMWATER SYSTEM MAINTENANCE PLAN
POINTE MARINA CONDOMINIUMS
NCSR 1327, PAMLICO COUNTY, NORTH CAROLINA
The stormwater system is defined as the (2) infiltration basins, collection system, outlet structure
and swales.
Maintenance activities shall be performed as follows:
1. After every significant runoffproducing rainfall event and at least monthly:
A. inspect the entire stormwater system for sediment accumulation, erosion,
trash accumulation, vegetated cover and general condition.
B. Check and clear all drainage devices of any obstructions such that overflow
will dischazge.
Repair eroded areas immediately, re-seed as necessary to maintain full vegetative
cover, mow vegetative cover to maintain a maximum height ofsix-inches and
remove trash as needed.
Inspect and repair the collection system (piping, svvales, rip rap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the infiltration basins semi-annually or when
sediment accumulates to reduce the design depth by 25% for each basin.
Removed sediment shall be disposed of in an appropriate manner and shall be
handled in a manner that will not adversely impact water quality.
5. If the basins must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain shall be m;nimi~ed to the
maximum extent practical.
6. All components of the stormwater system shall be maintained in good working
order.
I acknowledge and agree by my signature that I am responsible for the performance and
maintenance of the Stormwater Collection and Treatment System approved and permitted for
Pointe Marina Condominiums, NCSR 1327, Pamlico County, North Cazolina. I agree to notify
DWQ of any problems with the system or prior to any changes to the system or responsible party.

Print Name: John Sheppard
Title: Member/Manager -Pamlico Consort, LLC
Address: P.O. Box 181, Oriental, North Carolina 28571
Phone: ~252)b70-6787
Signature:
Date: March_8, 2006
I, Beth Simmons, a Notary Public for the State of North Carolina, County of Craven, do hereby
certify that John Sheppard personally appeared before me this 8'~ day of March, 2006, and
acknowledge the due execution of the foregoing wet (wetland) detention basin maintenance
requirements. Witness my hand and official seal,
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In accordance with Title 15 NCAC 2H.1000, the Coastal 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 John Sheppard ,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 , 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 Wafer Quality. 38 822
6. The maximum allowable built-upon 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 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 wafer
surface of swimming pools.
7. All runoff from the built-upon areas on the lot must drain into the permitted system. This maybe
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 the ditional measures.
Signatur Date: March 8, 2006
I, Beth Simmons , a Notary Public in the
State of North Carolina ,County of Craven
do hereby certify that John Sheppard personally appeared
before me this the 8th day of March , 20 06 ,and acknowledge
the d e execution of the foregoing instrument. Witness my hand and official seal,
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My Commission expires April 22, 2009 f~iG i~^:~Y ~°;
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PROPOSED POINTE MARINA COND011IINIUMS
OLD LUPTON ROAD, NCSR 1326,
PAI\~ILICO COUNTY, NORTH CAROLINA
Project Description
This project consists of the development of a twelve unit condominium complex on 2.86 acres of
land located at the end of Old Lupton Road, NCSR 1326 in Pamlico County, North Carolina.
The property is the location of the currently operating Pointe Marina.
The subject property is currently developed with asingle-family residential dwelling, asphalt
parking areas, and a marina office/dockhouse. The existing marina consists of wooden dock
structures. The existing docking system is not proposed to be altered under this project.
Previous CAMA Major Permit Applications have been submitted and approved associated with
bulkhead replacement and marina renovations. (CAMA Permits Attached) The project permit
packages are associated with upland development that w•il] occur on the property to construct the
condominium units.
It is proposed that t~~ elve residential condominium units be constructed on the 2.86 acre parcel.
Paved access drives and parking areas will be extended into the project off of Old Lupton Road.
The existing marina dockhouse will be demolished and a new dockhouse will be constructed on
an existing concrete slab as sho~t~n on the project plans. As small manmade basin located on
land to be o~~ned by Pamlico Consort. LLC and 1~1r. Joseph C..Avolis and :~1r. John Kevin
Aeolis will be filled to accommodate the proposed development.
The proposed condominium development will be ser<~ed by public water service provided by
Pamlico County. Individual septic tank systems will be constructed to serve the proposed
development. The sewage disposal areas are located remotely from the subject property near the
corner of Old Lupton Road and Whortsonsville Road, approximately 1,800 feet northeast of the
subject property. Sewage effluent will be pumped from the subject property to these off-site
disposal areas. Permits have been issued for these remote disposal facilities by the Pamlico
County Health Department.
The following permits are being secured associated with the upland development portion of the
proposed project:
CAMA Major Permit
2. Coastal Stormwater Permit
3. Erosion and Sedimentation Control Permit
4. Public Water Permit
5. On-Site Wastewater Permit

6. NCDOT Driveway Permit
7. NCDOT Encroachment Agreement
8. Preconstruction Notification (PCN)
9. 401 Water Quality Certification
10. Neuse Riparian Buffer Variance
All permitting efforts associated with the renovations of the existing marina facilities are being
completed independently of the permit packages for the upland development.
Find below a general description of the proposed development as it relates to each of these
permits.
A. CAMA >\lajor Permit
A CA:v1A Major permit is being sought in order to properly execute this project. CAMA
Areas of Em~ironmental Concern (AEC) exist on the property. The limits of the 7~ foot
AEC are delineated on the project plans. Limited development is proposed to occur
within these CA:~1A AEC areas as a part of the proposed upland development. The
proposed disturbance within the CA~1A AEC area as part of the upland development
includes the installation of limited impermeable surfaces within the CAMA AEC area
and the light filling and Grading in the AEC areas to establish finish grades.
Additionally, a small man made basin will be filled as delineated on the project plans.
The basin areas to be filled coy ers a total of-1,096 SF. A total of 4~ linear feet of
bulkheading will be installed to retain the fill in the mouth of the manmade basin to be
filled.
The total 7~ foot CAMA AEC area on the subject property is 62,6?3 SF, 1.44 acres. It is
proposed that a total of 4,83? square feet of impermeable surfaces be created within the
76 foot LAMA AEC. A total of 7.71 % of the 7~ foot LAMA AEC ~~~ill be covered with
impermeable surfaces upon the completion of the proposed upland development. The
total area to be disturbed by the proposed development in the CAMA AEC is
approximately 23,500 square feet.
A 90 linear feet section of vinyl bulkheading is proposed to be placed in the section of
shoreline in the area the existing dockhouse to be demolished.
A six foot wide walkway is proposed to be constructed along the existing slip on Coffee
Creek.
Otherwise, no other land disturbing activities or construction are proposed to occur
within the CAMA AEC.

B. Coastal Stormwater Permit
The subject property is located adjacent to Broad Creek, Browns Creek and Coffee
Creek. Each of these creeks has a surface water classification of SA, HQW, NSW.
Stormwater runoff from the project will discharge to these surface waters. Since the
receiving surface waters are classified SA, an infiltration type system is required to
comply with the Coastal Stormwater Regulations.
The subject property covers a total area of 2.86 acres of land. It is proposed that a total
of 0.89 acres of impermeable surfaces be created associated with upland development for
the project. The overall built-upon density of the project is 3l .0% necessitating a High
Density Stormwater permit. Since the receiving waters for this project are classified S,A,
an infiltration type system is required.
All stormw•ater runoff from the 1'/-inch storm will be routed to one of two infiltration
basins designed for the pro~~'. F~:=°~~ -~-:_ .`:-,,~ upland development will bypass
above the 1 ~= inch design volume will bypass the infiltration systems and will discharge
to a vegetated s~t~ale along Old Lupton Road and ultimately to the marsh areas adjacent to
Broad Creek.
A total of (?)drainage basins are located on the subject property. One infiltration basin
is proposed for each of these drainage basins. A discussion of the deg elopment in each
drainage basin follows:
Drainage Basin No. 1 covers a total area of i7.~"8 square feet. It is proposed that a total
of ? 7,8-13 square feet of impermeable surfaces be created ~t ithin this drainage basin. The
final built-upon percentage for this drainage basin is 3~.9°'0. Considering the
impermeable and permeable surfaces within this drainage basin, the 1'/~-inch design
storm volume ~~~as calculated to be 4,376 cubic feet.
All runoff from Drainage Basin No. 1 discharges from the impermeable surfaces towards
the entrance road. The entrance road will be constructed ~~~ith an im~erted crown and all
runoff will discharge to Infiltration Basin No. 1 via one drop inlet. A weir structure is
being provided in this drop inlet to divert all excess storm volume above the 1 `/ -inch
storm volume to the vegetated Swale located along the western side of Old Lupton Road.
Bypass Stormwater runoff will flow through a total of approximately 90 linear feet of
vegetated Swale prior to entering a depressed basin area adjacent to the adjacent wetland
area. Runoff at this location will accumulate and w'il] cap the back slope of the depressed
area creating non-erosive flow prior to entering the ~0 foot Neuse Riparian Buffer area.
At this point the discharge will flow across the vegetated 50 foot Neuse Riparian Buffer
prior to entering the marsh area adjacent to Broad Creek.
Infiltration Basin No. 1 is proposed to be constructed to contain a maximum design depth
of 1.2 feet. The bottom of the infiltration basin will occur at elevation 3.8 or
approximately''/z feet above the existing Grade in this area. The total calculated capacity
of Infiltration Basin No. l is 4,71 1 cubic feet, which is greater than the 4,376 cubic foot
design storm volume.

Drainage Basin No. 2 is located on the eastern side of Old Lupton Road. This drainage
basin covers a total area of 47,216 square feet. It is proposed that a total of 10,979 square
feet of impermeable surfaces be created within this drainage basin. The built-upon
percentage for this drainage basin is 23.3%. Considering the impermeable and permeable
surfaces within this drainage basin, a 1'/-inch design storm volume was calculated to be
2,141 cubic feet. The runoff from the newly created impermeable surfaces within this
drainage basin will be diverted to Infiltration Basin No. 2. All runoff will occur to a drer~
inlet which will be constructed ~~ ith an overflow weir to divert excess volume above the
1'/-inch design storm volume to the vegetated swales along Old Lupton Road. The
bypass stormwater at tl;is location will accumulate with the bypass stormwater from
Infiltration Basin No. 1 and ~t ill ultimately discharge in the same fashion as that
occurring from Infiltration Basin No. 1.
Infiltration Basin No. 2 will be constructed to a maximum depth of 1.0 feet. The
calculated volume of Infiltration Basin No. 2 is 2.21 1 cubic feet. The capacity of this
basin exceeds the 1'i -inch design storm volume of 2,141 cubic feet.
A soils in~~esti«ation ~~~as completed on the subject property as a part of the initial design
efforts. A series of hand augers ~~ere advanced on the subject property in the vicinity of
the proposed infiltration basins. The soil profile encountered at each auner location can
be described as follo~~s:
DEPTH DESCRIPTIO\
U" - ~" Topsoil
-1" - S" yledium Bro~~n Sande Loam
S" - 1 S" Light Brost n 'Medium Sand
1 S" - 2S" Orange Sandy Clav ~t ith Tan l~iottles
2S" - 34" Grey Silty Sand
3-1" - 36" tiledium Brottn Silty Fine Sand
The augers advanced in the area of Infiltration Basin No. 1 revealed soil wetness
indicators at depths of approximately 18 inches below the surface. Groundwater was
present at a depth of 28 inches at this location. Considering the elevations in this area of
the site, soil wetness conditions were found to occur at an elevation of 1.7 feet.
Groundwater «~as found to occur at an elevation of 0.87 feet. The bottom of Infiltration
Basin No. 1 is proposed to occur at an elevation of 3.8 feet. A minimum of two feet of
vertical separation between the bottom of the basin and the seasonal high water table is
proposed.

Hand augers advanced in the area of Infiltration Basin No. 2 revealed soil wetness
indicators at a depth of approximately 28 inches below the surface with groundwater
occurring at a depth of approximately 3~ inches below the surface. Considering the
elevations in this area of the site, wetness conditions were found to occur at an elevation
of 1.47 feet and groundwater ~~~as found to occur at an elevation of 0.88 feet. The bottom
of Infiltration Basin No. 2 will occur at an elevation of 4.0 feet, or approximately 2.5 feet
above the seasonal high water table in this area.
Considering the sandy characteristics of the soils present on the subject property, a
design permeability rate of 2.0 inches per hour vas selected as the design permeability
rate for the project. Considering this rate, infiltration of the 1 !!-inch design stornl will
occur within a time period of approximately 6 to 8 hours of a storm event.
C. Erosion and Sedimentation Control Permit
An Erosion and Sedimentation Control permit will be needed to properly execute the
project since in excess of one acre of land ~~ ill be disturbed. It is proposed that all upland
areas of the subject property other than areas ~~ithin the Zone 1 ~0 foot'~euse Riparian
Buffer area and portions of the Zone 2 area be disturbed to execute the project.
Additionally. it is proposed that the small inland basin present on the north~tiestern side
of the subject propert}~ be filled. These are the only activities that ~~~ill occur belo~~~ the
normal eater 1e~el on the subject propem.
In addition to the onsite activities, land disturbing arti~ hies ~~ ill occur along the ri«ht-of-
~tav area of Old Lupton Road and ~~ ithin the proposed remote se~~ a~Te disposal area
located 1,S00 feet northeast of the subject propem along Florence Road. The areas of
disturbance are presented on the project plans. The total proposed disturbed area for this
project is ~.~6 acres. A pern~it fee in the amount of S X00 is included with the permit
application.
Erosion and Sedimentation Control devices will be utilized on the subject property to
protect the abutting surface waters and surrounding properties. Permanent vegetation
will be established on the site in order to stabilize the finish surfaces.
D. Pubic «'ater Supply Permit
A Public Water Supply permit will be sought to properly execute the project. An existing
6-inch «ater main is located adjacent to the property along Old Lupton Road.
Connections will be made to this water main. ]t is proposed that 6-inch water mains be
extended into the project area in order to provide individual «~ater services for each of the
twelve condominium units and to replace the existing public water service to the marina
facility.
The existing water distribution system in this area is owned by Pamlico County. Project
plans and specifications for the water distribution system will be submitted to the State of
North Carolina through Pamlico County for approval.

E. On-Site «'aste~r~ater Permit
Sewa<__>e disposal for the project ~yill occur to remote se~ya~e disposal areas located
approximately 1,800 feet northeast of the subject property along Florence Road. The
Pamlico County Health Department has issued onsite septic pern~its for four 6-bedroom
septic systems. A copy of the applicable permits are attached. It is proposed that a septic
tank and pump basin be constructed adjacent to each cluster of three residential units. All
sewage will flow to the septic tanks. Effluent ~yill discharge from the septic tanks to
individual pump tanks, where the effluent will be pumped to the remote drain field areas.
F. \CDOT Drive«~av Permit
.qn NCDOT Drive~yay permit ~yill be secured for the project to make drive connections
to Old Lupton Road.
G. \CDOT Encroachment Agreement
.an \CDOT Encroachment Agreement ~~ ill be secured for the project in order to install
t}~e utility improvements presented on the project plans along? Old Lupton Road.
H. Preconstruction \otification (PC\~)
-~ PCti application term ~~~ill he sub~l;itted to the ~~.~..`,rr,~~~ Corr s of En~~ineers to secure
appro~ al to till the small manmade basin depicted on the project plans. The same
application ~t ill be submitted to the tiorth Carolina Di. ision of ~~~ater Quality in order to
secure a ->-01 ~~'ater Quality Certification to }ill the inland basin. .additionally, a'~euse
Riparian Buffer Variance will be sought ~~ith this same permit to construct a new marina
club house on the e~istin~ concrete slab located partially in Zone 1 and Zone 2 of the
Meuse Buffer.

o~-a~3~
STORMWATER CALCULATIONS
Pointe Marina Condominiums
Old Lupton Road, NCSR 1326,
Pamlico County, North Carolina
Prepared for:
Pamlico Consort, LLC
P.O. Box 181
Oriental, NC 28571
p,`)f, ~ 4 2.006
Prepared by: wi'ti; rM u~,:~~7 Y
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Aeolis Engineering, P.A.
P.O. Box 15564
New Bern, NC 28561
[phone] Office
[phone] Fax
March 6, 2006
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