20010246 Ver 1_COMPLETE FILE_20010216

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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
September 21, 2001
Mr. Johnnie Robbins
PO Box 1108
Manteo, NC 27954
Subject: Infiltration Basin
Johnnie Robbins
Dare County, NC
DWQ# 010246
Dear Mr. Robbins:
This Office is in receipt of the plans received September 20, 2001 for the infiltration basin at the subject
facility prepared on your behalf by Quible and Associates. Staff from the Wetlands Unit reviewed the plans and
found them acceptable.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
Since ly,
//A
John R. orne
Wetlands Unit Supervisor
cc: Mr. Todd St. John, Wetlands Unit
Washington Regional Office
File
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Quible
Quible & Associates, RC. P.O. Drawer 870
VCtty Hawk, NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING Phone: [phone]
SINCE 1959 fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
September 19, 2001 Eduardo J. Valdl Aeso, P.E.
Mr. Tod St. John
NC Division of Water Quality
Wetlands Unit
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604 - 2260
ASSOCIATES
David S. Neff

Re: Revised Stormwater Plan - Johnnie Robbins Property
Dear Mr. St. John:
The purpose of this correspondence is for Quible & Associates, P.C. to provide the North Carolina
Division of Water Quality, with a revised stormwater plan submitted by our firm on behalf of the Johnnie
Robbins. The subject property is located adjacent to NCSR 345 in Wanchese, Dare County, North
Carolina. The following information addresses the comments made in the August 24, 2001 letter.
1. The enclosed plan sheet has been corrected to indicate that there is only one plan sheet.
2/3. The Infiltration Basin Supplement (Form SWU-103) has been submitted and provides the
necessary soils and season high water table (SHWT) information for the storm water plan.
4. The infiltration trench detail has been amended to show a clean sand layer on the bottom of
the infiltration basin as well as the geotextile fabric on the side slopes.
5. The excess design volume will discharge over the basin side walls, where surrounding
vegetation will provide adequate filtration prior to discharge to the adjacent surface waters.
This has also been amended in the disposal section of the narrative.
6. The drainage area includes the gravel drive and the proposed buildings. The gravel drive area
will be graded for drainage (see enclosed plans) to the proposed basins and the buildings will
be constructed with roof drains that will intercept runoff and direct it to the basins.
Thank you for your attention to this information. If you have questions please contact meat 252-261-
3300.
Sincerely,
Quible & Associates, P.C.
Douglas A. Dorman
cc: Johnnie Robbins
Revised Stormwater Management Plan Narrative
Johnnie Robbins
September 19, 2001
General
The following narrative will detail the proposed stormwater management plan for the proposed boat
building facility, to be located adjacent to S.R. 345 in the Town of Wanchese. The proposed project will
be located on a parcel occupying 1.48 acres on the east side of S.R. 345 approximately 0.25 miles south
of the WOBR radio tower. The proposed development of this parcel will consist of two 7,000 s.f. metal
buildings and a pea gravel driveway. All development is in compliance with the Dare County Zoning
Ordinances. The proposed stormwater management method will be a dry infiltration basin. The
following narrative, will demonstrate the parameters of this design which will illustrate an effective
stormwater management system.
Stormwater Collection, Treatment, Storage, and Disposal
Collection
The stormwater will be directed into dry infiltration basins via sheet flow from the gravel parking area
and roof drains on the proposed buildings will also direct stormwater to the basins. The basin bottom
will be grassed according to the general seeding specifications and maintained according to the operation
and maintenance plan. The runoff will undergo filtration of fine particulates and pollutants by the
vegetation within not only the basin bottom but also the basin side walls which will also be seeded
according to the general seeding specifications. The filtration by the vegetation is considered the
primary treatment method. The enclosed plan has been included to illustrate the proposed location of the
infiltration basins. The areas of the property that are not impervious, will intercept runoff and provide
additional locations for stormwater infiltration. There will be no offsite drainage that will impact the
proposed infiltration basin.
Treatment
The proposed infiltration basins will be vegetated according to the general seeding specifications.
Stormwater collected within these infiltration systems will undergo debris and pollutant filtration by this
vegetation effectively treating it prior to infiltration or discharge.
Storage
The infiltration basins will provide adequate temporary storage of the stormwater runoff prior to
infiltration. This infiltration basin system will offer adequate storage above the ground surface. The
infiltration basins will offer storage in excess of the first 1 '/Z" of runoff. The first 1 1/2" of runoff
generated by all impervious surfaces will require approximately 3,392 ft3 of storage. The storage
available above the ground surface is 7,200 ft' or over 2 times the storage required. This storage value is
equal to approximately 3.1 inches of runoff over all impervious surfaces.
Disposal
The disposal will occur within the subsurface via infiltration. During particularly large storm events
overflow of the infiltration basin will undergo debris and sediment filtration from the surrounding
vegetation outside the basin prior to discharge in the adjacent waters.
Soils
Information collected on site indicates that the soils found throughout this site are composed primarily of
fine to medium sands. These soil types will have high infiltration rates for naturally occurring soils.
These findings correlate with the description mapped and discussed in the United States Department of
Agriculture, Soil Conservation Service, Soil Survey of Dare County, North Carolina, which map the soil
for this site as follows:
Bac - Baymeade fine sand, 1 to 10 percent slopes. Permeability is rapid with rates of 2-6 inches per
hour.
IcA - Icaria loamy fine sand, 0 to 2 percent slopes. Permeability is rapid with rates of 2-6 inches per
hour.
The minimum infiltration rate required for this system is 0.52 inches per hour, the soils of this location
will exceed that minimum requirement and will provide for a more that adequate stormwater
management system.
Calculations
A set of sample calculations can be found within appendix portion of this narrative.
Conclusions
The proposed stormwater management plan for this site will handle in excess of the first 1 %2" of
stormwater runoff generated by all impervious surfaces located on this site by incorporating a dry
infiltration basin. The proposed system will offer more than adequate methods of treatment as well as an
alternate method of disposal should the capacity be exceeded. The soils on site have infiltration rates 2-6
inches per hour for the proposed infiltration basin system. This proposed design will more than
adequately serve the stormwater management requirements of this site.
Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(to be provided by DIVQ
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DDZ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permifipplication, ar.
infiltration basin supplement for each system, design calculations, soils report and plans and spegificatiom
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
_, <.:
Project Name : --T0W1 h 12%od13i`--11,r
Contact Person: Qoa67 L DRM O Phone Number:
This worksheet applies to: Basin No. t in Drainage Area /
(as identified on plans) (from Form SWU-101)
IL DESIGN INFORMATION - Attach supporting calculations/documentation. The soils repart-'must be
based upon anactual field investigation and soil borings. County 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
a in/hr r cf/hr/sf (circle appropriate units) ,.
.Z •S fmsl (Seasonal High Water Table elevation)
1 • inch (1.5 inch event for SA waters, l inch event for others)
3f39;L c.f.
I J - a days
164 e-S ft. X Alt;e S -ft.= /, ;kOn' sq. ft. (bottom di#tensions)
7 ;k0o c.f.
?•? fmsl
9--1-5- fmsl
?.moo fmsl
0..- 1 -f '!
III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design require
(N.C. Department of Environment, Health and
Section: 15 A NCAC 2H .1008.
per the Stormwater Best Management Practices Manua
al Resources, February 1999) and Administrative Code
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant h designated an agent in the Stormwater Management Permi".
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
,D(4p a.
0,22 b.
??t0 c.
d.
e.
System is located 50 feet fry
System is located at least H
Bottom of system is at least
Bottom of the system is 3 fe
System is not sited on or in
class SA waters and 30 feet from other surface waters.
feet from water supply wells.
feet above the seasonal high water table.
above any bedrock or impervious soil horizon.
I material or DWQ approval has been obtained.
4 f. System is located in a
maintenance and has r
g Drainage area for the c
h. Soils have a minimum
attached.
DozD i. System captures and inf
for areas draining to SA
QUAD j. System is sized to take into
surfaces draining to the sysi
Cr-W k. All side slopes stabilized
ed drainage easement for thgrpurposes of operation.and
4 access easements to the nearest public right-of-way.
is less than 5 acres.
is conductivity of 0.52 inches per hour and soils report is
the runoff from the fast 1.0 inch of rainfall (1.5 inch event
). Design volume and infiltration calculations attached.
?unt the runoff at the ultimate built-out potential from all
including any off-site drainage. Calculations attached.
vegetated cover ark no> steeper than 3:1 (H: V).
.04P 1. A pretreatment device such a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.'
,Or-4.0 m. Bottom of the device is cov red with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is rovided.
.Dr5b n. Vegetated filter is provided
length is 50 feet for SA wat
(910 o. Flow distribution mechanist
D f4p p.
A benchmark is provided to
device.
DAD q.
D r.
Runoff in-egcess of the des:
System is designed to draw
elevation under seasonal hi
pertinent draw-down calcui
D f)O s. Plans ensure that the i
restored) upon initial
stabilized.
?r overflow and detail is shown on plans (Required minimum
30 feet for oth!;Tm; tees).
within the basin is proyded.
the sediment accumulation in the pretreatment
bypasses: off brie systems (bypass detail provided).
iwn the design storage volume to the proposed bottom
water conditions within five days. A soils report and all
ins are attached.
system will meet'ciesign specifications (constructed or
i once the project is complete and the entire drainage area is

Form SWU-103 Rev 3.99 Pale 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.
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 75% 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.
When the design depth reads - W ;7,S* 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 design function, other stormwater
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: .3-OMn/? Roatti?
Address: PO fir) 4f08 -, Ld&2Z-?= d._ Al C A7!LS-14/
Phone: 7-5 - 9- 2. ?o, Date: '2 4 y/mil
Signature:-`
.: f r
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I, /_c-6 /)Q 7q , a Notary Public for the State of , County of
do hereby certify that -lo(vAA ?c ?. l? o?o?oiKS ?e . personally appeared before me thisa
day of J1 bb) , ar4acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Witness my hand and official seal,
SEAL My commission expires
CHRISTINE AUBOYLE
NOTARY PBLIC
DARE COUNTY, NO
Form SWU-103 ve 3.99 Page 3 of 3
'0'e99ca-s' - Sa?jN?c?%e fev?l s
QU I BLE & ASSOCIATES, P.C. OF
P.O. Drawer 870 SHEET NO.
KITTY HAWK, NC 27949 CALCULATED BY Q? DATE g l?a
[phone] Fax [phone]
e-mail: [e-mail] CHECKED BY DATE
X
_ 3'6
W AT ?RQ
r
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August 24, 2001
Mr. Douglas A. Doorman
Quible & Associates
PO Drawer 870
Kitty Hawk, NC 27949
Subject: Johnnie Robbins
DWQ Project No. 010246
Dare County
Dear Mr. Robbins:
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined that additional
information is necessary to complete the technical review process. The required additional information is as follows:
1. Infiltration Basin Bottom
The plan sheet provided indicates that there may be further plan sheets to provide greater detail regarding the
design of the basin. Please provide the sheets.
2. Soil Test/Evaluation
Please provide a copy of the soil test/evaluation that indicates the infiltration rates per the Reference NCDENR
Stormwater Best Management Practices Manual, April 1999, p. 83.
3. Separation from Water Table
Please indicate the seasonal high water table on the plans or otherwise indicate that a two foot separation from the
bottom of the device has been achieved per the Reference NCDENR Stormwater Best Management Practices
Manual, April 1999, p. 83.
4. Infiltration Trench Detail
Please provide detail showing the clean sand layer, the geotextile fabric, and or any rock to be used per the
Reference NCDENR Stormwater Best Management Practices Manual, April 1999, p. 83. If these practices are not
to be employed, please provide an explanation.
5. Bypass Detail
Please provide detail showing the means of bypass for discharges in excess of the design volume per the
Reference NCDENR Stormwater Best Management Practices Manual, April 1999, p. 83.
6. Drainage Area
Please delineate the drainage area/pattern including any offsite drainage to the basin.
7. Operation and Maintenance Agreement
The benchmark depth was not provided in the Operation and Maintenance Agreement. I am returning the original
copy to you so that it can be provided.
Michael F.,Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlandst

Page 2 of 2
Division wetlands unit staff will strive to complete a final tec nical review within 10 working days of receipt of the
requested information. Completing the enclosed workshee (also available on line at the address below) will greatly
decrease the staff review time. If you have any questions r would like to discuss this project, please contact me at (919)
733-9584. Also, please note that the NCDENR Stormwater Best Management Practices Manual, April 1999, and other
documents and information can be downloaded from the etlands Unit web site at
http://h2o.ehnr.state.nc.us/ncwetlands/.
Sincerely,
Y
T(fdd St. Jphn, P
Attachments
cc: Washington Regional Office
File
O?OF W AT ?9QG.
r
> ._{
August 24, 2001
Mr. Douglas A. Doorman
Quible & Associates
PO Drawer 870
Kitty Hawk, NC 27949
Subject: Johnnie Robbins
DWQ Project No. 010246
Dare County
Dear Mr. Robbins:
The Wetlands Unit staff reviewed the Sormwater management plans for the subject project and determined that additional
information is necessary to complete the technical review process. The required additional information is as follows:
1. Infiltration Basin Bottom
The plan sheet provided indicates that there may be further plan sheets to provide greater detail regarding the
design of the basin. Please provide the sheets.
2. Soil Test/Evaluation
Please provide a copy of the soil test/evaluation that indicates the infiltration rates per the Reference NCDENR
Stormwater Best Management Practices Manual, April 1999, p. 83.
3. Separation from Water Table
Please indicate the seasonal high water table on the plans or otherwise indicate that a two foot separation from the
bottom of the device has been achieved per the Reference NCDENR Stormwater Best Management Practices
Manual, April 1999, p. 83.
4. Infiltration Trench Detail
Please provide detail showing the clean sand layer, the geotextile fabric, and or any rock to be used per the
Reference NCDENR Stormwater Best Management Practices Manual, April 1999, p. 83. If these practices are not
to be employed, please provide an explanation.
5. Bypass Detail
Please provide detail showing the means of bypass for discharges in excess of the design volume per the
Reference NCDENR Stormwater Best Management Practices Manual, April 1999, p. 83.
6. Drainage Area
Please delineate the drainage area/pattern including any offsite drainage to the basin.
7. Operation and Maintenance Agreement
The benchmark depth was not provided in the Operation and Maintenance Agreement. I am returning the original
copy to you so that it can be provided.
Michael F.,Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlandst
A I Page 2 of 2
Division wetlands unit staff will strive to complete a final to nical review within 10 working days of receipt of the
requested information. Completing the enclosed workshe (also available on line at the address below) will greatly
decrease the staff review time. If you have any question'J, r would like to discuss this project, please contact me at (919)
733-9584. Also, please note that the NCDENR StormwatBest Management Practices Manual, April 1999, and other
documents and information can be downloaded from the tlands Unit web site at
hftp://h2o.ehnr.state.nc.us/ncwetlands/`
Siinc?erely,
. d
Ttldd St. J hn, F
Environm ntal E
Attachments
cc: Washington Regional Office
File
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LOT 2
(57,5013 3q. Ft)
1. OWNER: JOHNNIE ROBBINS
R PROPOSED GRAVEL AREA PO BOX 1108
MANTEO, NC 27954
EIR 2. AREA L07 1= 26,192 SF/0.60 ACRES (COORD.METH.)
AREA LOT 2= 64,601 SF/1.48 ACRES (COORD.METH.)
EX/57IN6 AS RECORDED IN M.B. "B", PG. 207, M.B. "B", PG. 203, M.B. "B", PG. 102
T A AND M.B. "B", PG. 103.. D.B. 446, PG. 476

° " PROPOSED 3. PROPERTY IS LOCATED IN A F.I.R.M. ZONES "AS" EL. 9 AND "AE" 10
REPAIR .
AREA RAWF4
ELD ? PANEL If 375348 0335 C
A
m 4. BASED ON MERIDIAN A-8
5. SURVEY BASED ON EXISTING FIELD EVIDENCE
€v16'79'LIgi AND RECORDED INFORMATION.
I R 200.00- 6. NO N.C.G.S. MONUMENTATION FOUND
WITHIN 2000' OF SUBJECT PARCEL.
QUIBLE & ASSOCIATES, P.C.
P.O. Drawer 870
KITTY HAWK, NC 27949
[phone] Fax [phone]
e-mail: [e-mail]
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Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING
SINCE 1959
P.O. Drawer 870
My Hawk, NC 27949
Phone: [phone]
Fox: 252-261-1260
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Valdivieso, P.E.
August 20, 2001
Mr. Tod St. John
NC Division of Water Quality
Wetlands Unit
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604 - 2260
Re: Stormwater Plan - Johnnie Robbins Property
Dear Mr. St. John:
ASSOCIATES
Da\6d S. Neff
AU 2 2 2001 ,

The purpose of this correspondence is for Quible & Associates, P.C. to provide the North
Carolina Division of Water Quality, with a stormwater plan submitted by our firm on behalf of
the Johnnie Robbins. The subject property is located adjacent to NCSR 345 in Wanchese, Dare
County, North Carolina.
A condition of the 401 water quality certification for Nationwide fill permit request requires that
a stormwater plan be in place prior to the specified impacts to the existing wetlands. The revised
site plan and narrative address the comments in the February 22, 2001 letter of approval with
additional conditions.
Thank you for your attention to this information. If you have questions please contact me at 252-
261-3300.
Sincerely,
Quible & Associates, P.C.
Douglas A. Dorman
cc: Johnnie Robbins
Stormwater Management Plan Narrative
Johnnie Robbins
August 20, 2001
General
The following narrative will detail the proposed stormwater management plan for the proposed boat
building facility, to be located adjacent to S.R. 345 in the Town of Wanchese. The proposed project will
be located on a parcel occupying 1.48 acres on the east side of S.R. 345 approximately 0.25 miles south
of the WOBR radio tower. The proposed development of this parcel will consist of two 7,000 s.f. metal
buildings and a pea gravel driveway. All development is in compliance with the Dare County Zoning
Ordinances. The proposed stormwater management method will be a dry infiltration basin. The
following narrative, will demonstrate the parameters of this design which will illustrate an effective
stormwater management system.
Stormwater Collection, Treatment, Storage, and Disposal
Collection
The stormwater will be directed into dry infiltration basins via sheet flow from the gravel parking area
and roof drains on the proposed buildings will also direct stormwater to the basins. The basin bottom
will be grassed according to the general seeding specifications and maintained according to the operation
and maintenance plan. The runoff will undergo filtration of fine particulates and pollutants by the
vegetation within not only the basin bottom but also the basin side walls which will also be seeded
according to the general seeding specifications. The filtration by the vegetation is considered the
primary treatment method. The enclosed plan has been included to illustrate the proposed location of the
infiltration basins. The areas of the property that are not impervious, will intercept runoff and provide
additional locations for stormwater infiltration.
Treatment
The proposed infiltration basins will be vegetated according to the general seeding specifications.
Stormwater collected within these infiltration systems will undergo debris and pollutant filtration by this
vegetation effectively treating it prior to infiltration or discharge.
Storage
The infiltration basins will provide adequate temporary storage of the stormwater runoff prior to
infiltration. This infiltration basin system will offer adequate storage above the ground surface. The
infiltration basins will offer storage in excess of the first 1 '/2" of runoff. The first 1 '/Z" of runoff
generated by all impervious surfaces will require approximately 3,392 ft3 of storage. The storage
available above the ground surface is 7,200 ft3 or over 2 times the storage required. This storage value is
equal to approximately inches of runoff over all impervious surfaces.
Disposal
The disposal will occur within the subsurface via infiltration. The proposed infiltration basin located
adjacent to S.R. 345 will also be tied into the adjacent canal as an additional outlet for particularly large
storm events.
Calculations
A set of sample calculations can be found within appendix portion of this narrative.
Conclusions
The proposed stormwater management plan for this site will handle in excess of the first 1 '/z" of
stormwater runoff generated by all impervious surfaces located on this site by incorporating a dry
infiltration basin. The proposed system will offer more than adequate methods of treatment as well as an
alternate method of disposal should the capacity be exceeded. The soils on site have infiltration rates
inches per hour for the proposed infiltration basin system. This proposed design will more than adequately serve the stormwater management requirements of this site.
0?0'0 W AT ?9pG
r
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
0 liii? `1;? Kerr T. Stevens
Division of Water Quality
February 22, 2001
DW Q# 01-0246
Dare County
Johnnie Robbins
P.O. Box 1108
Manteo, NC, 27954
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Robbins:
You have our approval, in accordance with the attached conditions, to place fill in 0.09 acres of wetlands for the purpose of
commercial development on your property in Dare County, as you described in your application received by the Division of Water Quality
on February 16, 2001. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification
Number 3106. This Certification allows you to use Nationwide Permit 18 when the Corps of Engineers issues it. In addition, you should
get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be
given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h).
For this approval to be valid, you must follow the conditions listed in the attached certification and the additional condition listed below:
An additional condition is that a final, written stormwater management plan shall be approved in writing by this Office before the
impacts specified in this Certification occur. The stormwater management plan must include plans and specifications for
stormwater management facilities designed to remove 85% TSS according to the most recent version of the INC DENR
Stormwater Best Management Practices Manual. Also, before any permanent building is occupied at the subject site, the facilities,
as approved by this Office, shall be constructed and operational, and the stormwater management plan, as approved by this Office,
shall be implemented. The structural stormwater practices as approved by this Office as well as the drainage patterns must be
maintained in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the
Division of Water Quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone John Dorney at 919-733-9646.
-.Sincerely,. .
Attachment
cc: Corps of Engineers Washington Regulatory Field Office
Washington DWQ Regional Office
File Copy
Central Files
Douglas Dorman, P.O. Drawer 870, Kitty Hawk, NC, 27949
010246
Stevens
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
n+n 77? 4?00 /„t,,,.. N non ?o? cones /i...-N ---- ......../.......-i.....a../
Quible
Quible & Associates, RC.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING
SINCE 1959
February 8, 2001
Mr. John R. Dorney
Water Quality Certification Program
NC Division of Water Quality ?.
4401 Reedy Creek Road J* 0 1 0 2 4 6
Raleigh, NC 27607
Re: Nationwide # 18 Permit Request
Dear Mr. Dorney:
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Vddivieso, P.E.
ASSOCIATES
David S. Neff
(Vigor. White, P. E,
The purpose of this correspondence is for Quible & Associates, P.C. to provide the North
Carolina Division of Water Quality, with a Nationwide #18 Permit application submitted by our
firm on behalf of Mr. Johnnie Robbins. The subject property is located adjacent to NCSR 345 in
Wanchese, Dare County, North Carolina.
Mr. Robbins is proposing to fill an area approximately 3,869 sf (.09 acres) in size, for the
commercial devyg t of a 1.48 acre tract of land. Enclosed is a check for $200.00, seven
copies o the "Pre-Construction Notification Application", and a plat that indicates the proposed
site plan and the area to be filled.
Thank you for your attention to this information. If you have questions please contact me at
252-261-3300.
Sincerely,
Quible & Associates, P.C.

Douglas A. Dorman
cc: Tom Walker
Johnnie Robbins
P.O. Drawer 870
Kitty Hawk, NC 27949
Phone: [phone]
Fax: [phone]
E-rnail: [e-mail]
PAYMENT
RECEIVED

0
DEM ID: 10246
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 18
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
'\\ 1) NOTIFICATION TO THE CORPS OF ENGINEERS S
2) APPLICATION FOR SECTION 401 CERTIFICATION
jQ% 3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: Johnnie Robbins
2. MAILING ADDRESS: PO Box 1108
SUBDIVISION NAME:
CITY: Manteo STATE: NC ZIP CODE: 27954
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : adiacent to N .34 . 0.66 miles north of Baumtown Rd.
3. TELEPHONE NUMBER (HOME):
(WORK) : [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Ouible & Associates, P.C.
PO Drawer 870, Kitty Hawk, NC 27949
[phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Dare NEAREST TOWN OR CITY: Wanchese
See enclosed map
1
PAYMENT
RECEIVED
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : Adjacent to NCSR 14S, O -AA mi 1 Pg nnrth of Raiimt- Rd

G. IMPACTED OR NEAREST STREAM/RIVER:
Broad Creek, Roanoke Sound
RIVER BASIN: Pasquotank
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [ ] NO [X] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
Community
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [)J IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:
1.32
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.16
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAGE:
0.09
EXCAVATION:
OTHER:
TOTAL ACRES TO BE IMPACTED: 0.09
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION)
LENGTH BEFORE: N/A FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
N/A (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION:
PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:'.
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): 0.09 Acres are to be filled to accommodate proposed building (see enclosed
site plan) Material will be brought to site using a dump truck-where it will be
distributed using a front end loader and grading equipment.
13. PURPOSE OF PROPOSED WORK: Area will be filled for the placement of
commercial building.
3
1
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS): The proposed building and drainfield area have been placed as far
away from the existing wetlands as possible. The setbacks required by the Dare
County zoning ordinances and health department requirements have made it
necessary to fill the subject wetlands,.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED: 2/7/01 (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHI277H/0AY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED:
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES (I NO IT (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [ ] NO rr
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES (I NO FY,
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
Community
E. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
On-site drainfield
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
DA E
5
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (16g.))
AGENCY ADDRESSES
E14DA14GERED SPECIES:
''.S. FISH AND WILDLIFE SERVICE
RALEIGH FIELD OFFICE
P.O. BOX 33726
RALEIGH, NC 27636-3726
TELEPHONE [phone]
NATIONAL MARINE FISHERIES SERVICE
HABITAT CONSERVATION DIVISION
FIVERS ISLAND
BEAUFORT, NC 28516
TELEPHONE [phone]
U.S. FISH AND WILDLIFE SERVICE
ASHEVILLE FIELD OFFICE
160 ZILLICOA STREET
ASHEVILLE, NC 28801
TELEPHONE [phone]
HISTORIC RESOURCES:
STATE- HISTORIC PRESERVATIO14 OFFICE
H.C. DIVISION OF ARCHIVES AND HISTORY
109 EAST JONES STREET
RALEIGH, HC 27601
TELEPHONE [phone]
STATE REGULATORY AGENCIES:
IIR. JOHN DORNEY
DIVISION OF ENVIRONMENTAL MANAGEMENT
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT, HEALTH, AND NATURAL
RESOURCES
4AO1 REEDY CREEK ROAD
RALEIGH, 14ORTH CAROLINA 27607
TELEPHONE [phone]
CORPS OF ENGINEERS FIELD OFFICES:
RALEIGH REGULATORY FIELD OFFICE
US ARM CORPS OF EIIGI14EERS
6512 FALLS OF THE REUSE ROAD,
SUITE 105
RALEIGH, IIC 27615
TELEPHONE [phone]
MR. STEVE BENTON
DIVISION OF COASTAL MANAGEMENT
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT, HEALTH, AND NATURAL
RESOURCES
POST OFFICE BOX 27687
RALEIGH, NORTH CAROLINA 27611-7687
TELEPHONE [phone]
FAX [phone]
ASHEVILLE REGULATORY FIELD OFFICE
US ARMY CORPS OF ENGINEERS
151 PATTON AVENUE, ROOM 143
ASHEVILLE, HC 28801-5006
TELEPHONE [phone]
WASHINGTON REGULATORY FIELD OFFICE
US ARMY CORPS OF ENGINEERS
POST OFFICE BOX 1000
WASHINGTON, NC 27889-1000
TELEPHONE [phone]
WILMINGTON REGULATORY FIELD OFFICE
US ARMY CORPS OF ENGINEERS
POST OFFICE BOX 1890
WILMINGTON, NC 28402-1890
TELEPHONE [phone]
ATTN: CESAW-CO-R.
?...?...?... 52215'54'E
SIR ... ?... ?... ..
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4
DGMP.MW9E
m
1. OWNER: JOHNNIE ROBBINS

?J = M
N PO BOX 1108
MANTEO, NC 27954

j 2. AREA LOT 1= 26,192 SF/0.60 ACRES (COORD.METH.>
AREA LOT 2= 64
601 SF/1
48 AC
p?pp q?
: ,
.
RES (COORD,METH,)
'
'
'
'
?1 BU?w.
,. g AS RECORDED IN M.B.
B
, PG. 207, M.B.
B
, PG. 203, M.B.
'
'
B
, PG. 102 AND M.B. W. PG. 103., D.B. 446, PG. 476
'
'
AND M.B.
, PG. 103., D.B. 446, PG. 476
B
3. PROPERTY IS LOCATED IN A F.I.R.M. ZONES 'A5' EL 9
f' AND 'AE' 10
?" .:? •'-^? PANEL # 375348 0335 C
..- •=-- ' ?? i 4. BASED ON MERIDIAN A-B
5. SURVEY BASED ON EXISTING FIELD EVIDENCE
AND RECORDED INFORMATION.
LOT 2 6. NO N.C.G.S. MONUMENTATION FOUND
'

(57,503 Sq. FQ WITHIN 2000
OF SUBJECT PARCEL
PROPOSED GRAVEL AREA
EIR
- AREA TO BE FILLED
PK - PK NAIL
- SS.R. - SET IRON ROD
At?A ®- E.I.R. - EXISTING IRON ROD

cQ.- UTILITY POLE
SIR
30'

HA7M

F
AG
5W.-W CREW ASWOA7E5
LOT 1 I
26,192 Sq. Ft.
\ 2 tawr ?'.. .
W AWNS
g
N Suva
r, I Dmvff
\ ( GRAPHIC SCALE
p s a m 7Mo
EIR ,,......... 22.7' MEL
L/ • I __ r_a 1 men - e0 rL
200.00' A . .19
y?1'O -
EIR SI8'19'OS"E - _ , _
TELEPHOAE
FEVESrAt
nlr _ ._.._.._.._.._.._ - _ 150.11' EI?_ _
. T9..
PK •--------- 3%-V --------- INTERSECnaV OF BAUM
-WN -RO -AD - ••-••-.._.._.._.._
_ _ _ _ rO
..-..
( TIE UNE ONLY 1MV4?'W -- _.. _.. _.
-.._.._.._.._.._.._. ._.._.(AWK40) ------ _
N.C.S.R. 345 ( R W--
OOH - - PK
- - - _ _ _ _
W7 L aa/!1M SML RAM M aM W- 27w _ _
wr oft xw3m r- 0770 =-in? - - - -
a7rnwM ® 7aa NATIONWIDE ow PERIVIIT PLAT
G= M 1ADDOW , ML
llat OOOUOM ¦ M MaraMY or
OY?i Na A?7aaR ra.. ALL
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r IM Una= OArWTO aI lOOw
Mo a7Mamm ?WaM 9 gart
?Le?
' U.S. ARMY CORPS OF ENGINEERS
Wilmington District

Action ID: County:
Notification of Jurisdictional Determination
Property owner/Authorized Agent _ h 11 ,, ,ilf.
. o ;
Address
• i f y ?i „ M_ ?t

Telephone Number
Size and Location of Property(waterbody, Hi,
,3 - J
c
Indicate Which of the following apply:

y name/number, town, etc.) 7

There are wetlands- 5n the above described property which we strongly suggest should be deline:-are
survey; .e surveyed wetland Iin
es-mu f a verified by our staff before the Cor
j fictional determinal on your property. m:?ke a final
1
• Because of the size of your property and our present workload, our identification and delineatii:11-cfyour
wetlands cannot be acuafpiished in a timely m . ou may wish to employ a cons t t, obtain a
more timely deli ea%n of the wetland ce your consultant has flagged a w fine on the (pro ,c r
Corps staff • review it, and, if it is-accurate, we strongly recommend you have the line sue veye:d for
final a oval by the Corps. The Corps will not make final jurisdictional determination on you, property i
without an approved survey. s w U Y7 - .( 4 , 1,,, ,
h wrw z(iy?,,o
The wetlands on your lot have been delineated, anSthe limits of Corps jurisdiction have been rplained
to you. Unless there is a change in the law or our published regulations, this determination may be relied
upon for a period not to exceed >years from the date of this notification.
There are no wetlands present on the abov described property wl ?ect to the pcr
requirement ection 404 of the C ater Act 33 US
or our fished regulations, ( nless there is a change i!i law
this etermination may be relied upon for a period not to exceed tft, tee. ears
fro he date of this notification.
The project is located in one of the 20 Coastal Counties. You should contact the nearest vtli
Coastal Management to determine their requirements. State c e of
Placement of dredged or fill material in wetlands on this property without a Department of the Arm
permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A jiz:mit is
not required for work on the property restricted entirely to existing high ground. If you leave any
questions regarding the Corps of Engineers regulatory program, please contact
1 . ,,,., a 7It ?..1 at Z Z - l 5 - /to x Z?( _
Property owner/Authorized Agent Signature
Project Manager Signature
Date ?. '=j ,/ ?z c v
Expiration Date Z // r/ /,t v 0 S' _
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WUTTLM
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
CESAW Form 566
1ocr92
Latitude 35° 51'48" Data Point C3 - UP
Longitude 75° 38'52" DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Pipkin Date: 19-90-99
Applicant/Owner: Robbins County:Dare
Investigator: Quible & Associates, P.C. - Bob White State:N
Do Normal Circumstances exist on the site? Yes No Community ID: C3
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID:
If needed, explain on reverse.) I
VEGETATION
Dominant Plant Series Stratum Indicator Dominant Plant Series Stratum Indicator
1.Ilex vomiteria 20% S 9.
2.Persea borbonia 10% S 10.
3.Pinus taeda 80% T 11.
4.Pinus taeda 30% S 12.
5.Myrica cerifera 30% S 13.
6.Smilax bonnanox 30% 14.
7. 15.
8. 16.
Percent of Dominant Species that ae OBL, FACW or FAC
(Excluding FAC-). 100%
Remarks: Hydrophytic vegetation present
HYDROLOGY
- Recorded Data(Describe in Remarks) : Wetland Hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
- Aerial Photographs - Inundated
- Other - Saturated in Upper 12 inches
- No Recorded Data Available - Water Marks
- Drift Lines
Field Observations: - Sediment Deposits
- Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
- Oxidized Root Channels in Upper 12 inches
- Water-Stained Leaves
Depth of Surface Water: (In.) _JL Local Soil Survey Data
- FAC-Neutral Test
Depth to Free Water in Pit: 9a4- (In.) - Other (Explain in Remarks)
Depth to Saturated soil: 1A (In.)
Remarks:
Wetland hydrology not present
Data Point C3 - UP
SOILS
Map Unit Name
(Series and Phase): i?ar a

Taxonomy (Subgroup):
Drainage Class: vP
Field Observations
Confirm Mapped Type?

es No
Profile Description
Depth
(inches)
Horizon Matrix Color
(Munsell Moist) Mottle Colors
(Munsell Moist) Mottle
Abundance/Contrast Texture, Concretions,
Structure etc.

0-18" A 10YR5/3 Loamy tan sand

Hydric Soil Indicators:
_ Histosol
_ Histic Epipedon
Sulfidic Odor
_Aquic Moisture Regime
-Reducing Conditions
_ Gleyed or Low-Chroma Colors
_ Concretions
_ High Organic Content in Surface Layer in Sandy Soils
_ Organic Streaking in Sandy Soils
-.)C. Listed on Local Hydric Soils List
_ Listed on national Hydric Soils List
-Other (Explain in Remarks)
Remarks:
Non-Hydric soil
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No
(Circle)
Is this Sampling Point Within a Wetland? Yes No
Remarks: (Does or Does not meet criteria set forth in the 1987 Army Corps of Engineers Wetland Delineation Manual)
Does not meet criteria set forth in 1987 Army Corps of Engineers Wetland Delineation Manual.
Latitude 35°51'48" Data Point C3- Wet
Longitude 75°38'52" DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Pinkin Date: 1919n1gg
Applicant/Owner; Robbins County: Dare
Investigator: Quible & Associates. P. C. - Bob White State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: r,R
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID:
If needed, explain on reverse.) I
VEGETATION
Dominant Plant Series Stratum Indicator Dominant Plant Series Stratum Indicator
1. Ilex Vomiteria 20% S 9.
2. Persea borbonia 20% S 10.
3. Pinus taeda 30% S 11.
4. Myrica cerifera 20% S 12.
5. Smilax bonnanox 10% S 13.
6. Pinus taeda 90% T 14.
7. 15.
8. 16.
Percent of Dominant Species that ae OBL, FACW or FAC
(Excluding FAC-). 1 nnoi
Remarks:
Hydrophytic vegetation present
11
HYDROLOGY
- Recorded Data(Describe in Remarks) : Wetland Hydrology Indicators:
- Stream, Lake, or Tide Gauge Primary Indicators:
- Aerial Photographs _X Inundated
- Other -X Saturated in Upper 12 inches
No Recorded Data Available - Water Marks
- Drift Lines
- Sediment Deposits
Field Observations: -X- Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 inches
Z
_
_
Y Water-Stained Leaves
Depth of Surface Water: (In.) _.X. Local Soil Survey Data
- FAC-Neutral Test
Depth to Free Water in Pit: 19 (In.) _ Other (Explain in Remarks)
Depth to Saturated soil: a In.
Remarks:
Wetland Hydrology Present
Data Point C3- Wet
SOILS
Map Unit Name
(Series and Phase): Icaria Drainage Class: vp
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
O 10 YR 3/1 Organic smear
0-3"
A 10 YR 6/1 10 YR 5/8 few mottles Gray medium grained
3"-20" sand

Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon ,.X High Organic Content in Surface Layer in Sandy Soils
?f Sulfidic Odor -X Organic Streaking in Sandy Soils
_X Aquic Moisture Regime --L Listed on Local Hydric Soils List
_X Reducing Conditions _ Listed on national Hydric Soils List
_X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Hydric soil present
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No
(Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks: (Does or Does not meet criteria set forth in the 1987 Army Corps of Engineers Wetland Delineation Manual)
Does meet criteria set forth in 1987 Army Corps of Engineers Wetland Delineation Manual
North Carolina IFA
Department of Environment and Natural Resources •
Division of Coastal Management
Michael F. Easley, Governor
NCDENR
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
April 6, 2001
Mr. Johnnie Robbins
P. 0. Box 1108
Manteo, North Carolina 27954
Re: DEM ID #010246, Nationwide Permit Application for an activity in Dare County ._ b
Dear Mr. Robbins:
The North Carolina Division of Coastal Management has reviewed your application, dated February 7,
2001, for a U.S. Army Corps of Engineers Nationwide Permit, pursuant to Section 307 of the Coastal
Zone Management Act of 1972, as amended. Based upon our review, we have determined that the
proposed activity is consistent with the North Carolina Coastal Management Program subject to the
following conditions:
1. The activity described in your application is for the issuance of a U.S. Army Corps of Engineers
Nationwide Permit, Number 18, under 33 CFR Part 330. Any modification of your proposed
activity, or change in the Nationwide Permit Number that you are seeking, will require an
additional review for consistency by this office.
2. Since the activity that you propose involves impacts to waters and/or wetlands, a 401 Water
Quality Certification must be obtained from the North Carolina Division of Water, which our
records indicate you have already received.
Please understand that this. letter does not relieve you of the responsibility to ensure that all other
applicable State authorizations and/or permit requirements are met prior to implementation of the project.
Please feel free to contact meat [phone] if you have any questions or need further assistance.
SiOdS ly,
m on
Dist rict Manager
TS/dc
Cc: Charles S. Jones, Assistant Director, DCM, Raleigh
Caroline Bellis, Federal Consistency Coordinator, DCM, Raleigh
Wilmington District Engineers; ATTN: CESAW-CO-E
John Dorney, Water Quality Section, DWQ/Raleigh
Tom Walker, USACOE
Quible & Associates, P.C.
Elizabeth City District \ 1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] \ FAX: [phone] \ Internet: http://dem2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER
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COPYRIGHT © 1001 STORMWATER PLAN
E ~ 0 20 ~0 BO 180 QUIM.E ANO ASSOCIATES, INC. 3
THIS DOCUMENT IS THE PROPERTY OF J HNNIE R BBIN O O S
o QUIBLE AND ASSOCIATES, INC., ALL
rn N0. DATE DESCRIPTION BY RIGHTS ARE RESERVED. ANY RE- n (W FEET ~ PRODUCTION Of THIS OR POSSESSION ~ WITHOUT PRK>R PERMISSKIN OF WANCHES AR NTY N T E D E COU OR H CAROLINA
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. - AS RECORDED IN M.B. "B", PG. 207, M.B. "B", PG. 203, M.B. "8", PG. 102
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COPYRIGHT © 1001 STORMWATER PLAN
~ +o 0 20 40 eD tea QUIBLE AND ASSOCATES, INC. 3
~ THIS DOCUMENT IS THE PROPERTY OF JOHNNIE ROBBINS
o QUIBLE AND ASSOCIATES, INC., ALL
rn N0. DATE DESC,4IPTION BY RIGHTS ARE RESERV'ED• ANY RE- a (jN F'EL'T ~ PRODUCTION OF THIS OR POSSESSION WITHOUT PRIOR PERMISSION OF WANCHESE DARE COUNTY NORTH CAROLINA
~ 1 inch = 40 ftn ar DAD 8/7/01 QUIBIE AND ASSOCIATES, INC. WILL
~ CONSTTIUTE VIOUTION OF COPYRIGHT ui a soda es
n atartn ar. DAD ,N.x, P99051SNAIP ~OLF'TK)H WILL BE SUBJECT TO LEGAL ACTION P99051 s+rrr 1 ~ t CERTIFICATION ENGINEERING * PLANNING * ENVIRONMENTAL SCIENCES
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