20061623 Ver 1_CAMA Application_20061011

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. ~` ~-' ~' ~ 1 ~3 2 3
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
II.
~i~~'' ""
~~CEiG`i
Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further detatls),~'c~`~e~'e': ~'~, ~'? ~ -`
. ~.. .
Applicant Information ~ ~.
~~~,' ~ l ~ L0~6
Owner/Applicant Information s~ r,.
Name: BDG Smith Pamlico Associates LLC
Mailing Address: 7000 Siz Forks Rd., Suite 115
Raleigh, N.C. 27615
Telephone Number: 919 427 9360 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jay Johnson
Company Affiliation: Bluewater Environmental Services
Mailing Address: 1473 Boyd Galloway Rd.
Grimesland, N.C. 27837
Telephone Number: 252 341 9802 Fax Number:
E-mail Address:
Page 5 of 13

IlI. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Bridgewater North
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIl~: 6644808250, 6644910261
4. Location
County: Beaufort Nearest Town: Bath
Subdivision name (include phase/lot number): Bridgewater North
Directions to site (include road numbers/names, landmarks, etc.): Hwv 92 from Washington
toward Bath left on NCSR 1339. Project is on right. Or US 264 from Wash. Toward
Bath right on NCSR 1339. Project is on left.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.5054 °N 76.8216 °W
6. Property size (acres):
7. Name of nearest receiving body of water: Bath Creek
8. River Basin: Tar -Pam
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential Rural
Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used:Subdivision
development, Typical land clearing and road building eauipment: dozers, backhoes.
road graders, dump trucks.
11. Explain the purpose of the proposed work:For development of a residential subdivision
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.USACE has been onsite to look at wetland delineation but has not
signed off on it or issued an action ID #.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Unknown
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, List and describe the impact in Section VIlI below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 7 of 13

I. Provide a written description of the proposed impacts:Stream and wetland impacts
associated with a single road crossing
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list im acts due to both structure and floodin .
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within
100-year
Floodplain
( es/no)
Distance to
Nearest
Stream
linear feet)
Area of
Impact
(acres)
#1 Fill Herbaceous yes At stream .09

Total Wetland Impact (acres) .09
3. List the total acreage (estimated) of all existing wetlands on the property:+/ 30 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acres e, multi 1 len h X width, then divide b 43,560.
Stream Impact
Number
indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im ct Impact
Length
linear feet) Area of
Impact
(acres)
Site #1 Trib to Bath Cr. Culvert install P 3' 60' .006

Total Stream Impact (by length and acreage) .006
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dred~in~, flooding, drainage, bulkheads, etc.NONE
Open Water Impact Name of Waterbody Type of Impact Type of Waterbody Area of
Site Number if a licable) lake, ond, es ,sound, ba , Im act
Page 8 of 13

on
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the tJ. S. resulting from the nroiect:
Stream Im act (acres): .006
Wetland Im act (acres): .09
O en Water Im act (acres): 0
Total Im act to Waters of the U.S. (acres) .09
Total Stream Im act (linear feet): 60'
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction {e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VIL Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.Impacts are associated with
only one road crossing on the entire tract. Area being crossed has reduced area of wetland
impacts and will not impact CAMA wetlands. Only filling wetlands associated with the
road crossing. No other wetlands will be impacted.
Page 9 of 13

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr.state. nc. usJncwetlands/strmgide. html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is uroposed at this time.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:N/A
Page 10 of 13

Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested {square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federaUstate) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^N/A
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 {Catawba) 15A NCAC
ZB .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify TAR-PAM )? Yes ® No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers. SITE #1
Zone* I ,n ImpaftQ«` I Multiplier I Required
1 3243 3 (2 for Catawba) 0
2 2090 1.5 0
Total ~ 5243 I I 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
Page 11 of 13

3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .02b0. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Please refer to attached DWQ Stormwater low
density application from akeadv submitted to DWO. Stormwater from tract will sheet flow
through vegetated uplands prior to enterins wetlands. Stormwater from road crossing will
daylight from a Swale and sheet flow through vegetated uplands prior to entering wetlands
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Onsite gravity septic systems
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
Page 12 of 13

It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
.~ent's Signature Date ~
is valid only if an authorization letter from the applicant is provided.)
Page I3 of 13

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SHEET FLOW SWALE
TO WETLANDS
NOT TO SCALE
14MA~1iplJr/~ul ~~:~"1. 1tWa~t•{h~'4F~
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WIDTH VARIES
EXISTING GRADE
5:1
DEPTH
VARIES
(SEE PLAN)
2' BOTTOM
TYPICAL SWALE DETAIL
5:1

-10' MAX. WITH WIRE ----
6' MAX. WITHOUT WIRE
MIDDLE AND VERTICAL WIRES
SHALL BE 12 1/2 GAGE MINIMUM
TOP AND BOTTOM STRAND
SHALL BE 10 GAGE MINIMUM
WIRE--~ FILTER FABRIC
FILTER FABRIC -
NOTES:
WIRE SHALL BE A MINIMUM OF 32" COMPACTED FILL
IN WIDTH AND SHALL HAVE A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
SPACING.
FILTER FABRIC SHALL BE A MINIMUM
OF 36" IN WIDTH AND SHALL BE
FASTENED ADEQUATELY TO THE WIRE AS
DIRECTED BY THE ENGINEER.
STEEL POST SHALL BE 5'-0" IN
HEIGHT AND BE OF THE SELF-FASTENER
ANGLE STEEL TYPE.
~.,
IN.
SILT FENCE DETAIL
EXTENSION OF FABRIC AND
WIRE INTO FABRIC

60' RW
30' 30'
8" CABC(MIN) 10' 2" I-2 ASPHALT MIN
FOOT '~ 1/4" PER F00T 1/4" PER FOOT ~ ( )
~" PER 1" pER FOOT
48" Reinforced Concrete Pipe
Native Soil
CROSS SECTION OVER
WETLANDS 6" #s~
60' R/W
(NOT TO SCALE)

-lo' NAx. rIIN WRIC-
6' YA%. WIIIIOUf IRRE
FIUER
iTLTER iABRIC --~~_
s-o'
COMPACTED FILL
1 t' YN.
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E%IENSION Oi FABRIC MID
WIRE INTO FABRIC
SLT FENCE OETN.
wIDTN vARIEs
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OEPTN
VARIES
5:1 (SEE PLAN)
5:1
2~ OTTOM
SWALE
sroE
TOP ANO BOTTOY STRAND
SHNl BE 10 CAGE AMlNUY
NDTES:
MiiE SHALL BE A ARIYA111 OF 32'
N IYIDiTI AND SHALL WIVE A YTNIMUN
OF 6 UNE WNiE.S TIIIII 1I' STAY
SPACING.
FILTER iABRIC SHALL BE A MINRAIN
OF 38' M WIDTN AND SWILL BE
FASTENED ADEOUMELY 10 THE WIRE AS
dRECTFD BY THE ENCREFR.
STEELL POSE SNALL BE 3'-0' M
NENi/f AND BE Q THE SELF-FASTENER
ANGLE STEEL T1PE

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IMPACT TABLE
404 WETLAND IMPACT:
LINEAR STREAM IMPACT:
4420 SF = .09 ACRES
60 LF
STREAM BUFFER IMPACT:
ZONE 1:
ZONE 2:
3243 SF
2090 SF

(1987 COE Wetlands Delineation ManuaR
ProjectJSite cL't~~_ Tr4~ ~ Date -d~ j-D(O
//
Applicant I Owner o t~rYf,~,an tam Td r~ PYP o Pn ~•" County .. ~, _ ~ ~ :. ,~..
Investigator ~~nP vr, State C
Do Normal Circumstances exist on the site? S- NO Community.tQ, ~;~L 1 g~/l~poA
f
Is the site sign, "rficantiy disturbed {Atypical Situation)? YES O Transect ID
-
Isthe area a potential Problem Area? (If needed, ~~ on ~vecse} YES NO Plot 1D ' ~ : _
vr=~r`re~n~r
Sb
a©
~O
s
nt Species
Dominant
Pla Stratum Indicator Dominant Plant Species Stratum Indicator
/
/
1 Pd L. •° ~e ~r~e~ ~/~ ¢ro ~ A C~c~
g Irv Tree F~i C L~
2 ~ ~ ~ Ti'e •e ~~C '~' , ~/
10 P/• I'(/~/L 2 Tee ~/~CI,V
3 ~->' v:~ 11
4 U r 4l ! G/~>~ t~rRSS nY. 12
5 0 13
6 ~1 _ ~Ca cnC~ ~x
~eY rr~e ~ 14
I'
7 ~ ~ ro e .• ~! ~ ~~ 15
8 e tw 6 G/ re F~ (~ 16
Percent of Dominant Species that are OBL, FACW, or FAC (exGuding FAC-} ~fU
Remarks
uvnr~ni ru;~r

^ Recorded Data (Descnbe in Remarks) WETLAND HYDROLOGY INDICATORS
Primary Indicators:
^ Stream, Lake, or Tide Gauge ^ Inundated
^ Aerial Photographs ^ Saturated in Upper 12 Inches
^ Other ^ Water Marks
^ Drift Lines
^ No Recorded Data Available ^ Sediment Deposits
FIELD OBSERVATIONS ^ Drainage Patterns. in Wetlands
Depth of Surface Water f n) Secondary Indicators {2 or more Required):
^ Oxid"¢eri Root Channels in Upper 12 Inches
^ Water-Stained Leaves
Depth to Free Water in Pit ~ ~ 8 (in}
p
^ Local Soil Survey Data

^ FAC-Neutral Test
Depth to Saturated Soii ~ ~ ~/ (in) ^ Other (Explain in Remarks)

Sa1LS
Map Unit Name (Series and Phase):
Taxonomy (Subgroup) ~ ~i-C
Depth
nnc~cl Hor'¢on
1-'
A /- ..
^ Histosol
^ Histic Epipedon
^ Sutfidic Odor
^ Aquic Moisture Regime
^ Reducing Condiiions
^ Gieyed or Low-Chroma Colors
Remarks:
~/_ S~aO~s
i t ~ - ~ ,,,, ar ~ Drainage Class:~~~r ~ ~ ~ ~ ~ ~l
U ieid Observations Connrm 1hAapped Type? Ea NO
PROFILE DESCRIPTION
Matroc•Color Moftle Colors Moffle - Te....+un, Cencretions,
Aunsent Moist) (Munsell Moist} F AbundancelContrast Stru~ro, etc
~' Y~~%
HYDRIC SOIL INDICATORS: _.__ _~
^ Concretions
^ High Organic Content in Surface Layer in Sandy Soils
^ Organic Streaking in Sandy Sor7§ -
^ Listed on Local Hydric Soils List
^ Listed on National Hydric Soils List
^ Other (Explain in Remarks)
WETLAND DETERMINATtc~ty

ROUTINE WETLAND DETERMINAI tUN
(1987 COE Wetlands Delineation Manual!
~d
ad
3d
~0
Projed/Site rrCti :~-,'~h Tr~LT ~ Date !r/ ~a?~ ~ U(j
Applicant /Owner Anq~.~ Gn - ~ „ U ~ o s„ Pn ~ County ~u~~ ~-
Investigator ~ ~ P o ~ State N~
Do Normal Circumstances exist on the site? ES NO Community ID . ~~e q~al4. 6a0~
is the site significantly disturbed (Atypical Situation}? YES O Transect ID 3Co !7'
Is the area a potential Problem Area? (if needed, e~lain on reverse) YES Plot ID p~
VEGETATION
ci
es
Dominant Plant Spe Stratum Ind'~cator Dominant Plant Species Stratum Indicator
~
f
1 ter u~rv~ ~~li' fe rc e f C~~ 9
2 ~ic !~ ! (~Z4 10
3 e,e C~t~ 11
4 /'r r,~ C ~'l~~q C~ ~' 12
5 X-m r~~~ 13
6 G ~q ~ i~ ~~~ 14
7 15
8 16
Percent of Dominant Spedes that are OBL, FACW, or FAC (excluding FAC-) j(f~
Remarks
E
HYDROLOGY
^ Recorded Data {Describe in Remarks) WETLAND HYDROLOGY INDICATORS
Primary Indicators:
^ Stream, Lake, or Tide Gauge ^
l
nundated
^ Aerial Photographs r
,
/
t
Sat rated in Upper 121nches
~
^ Other ~
,
L~'Water Marks
^ Drift Lines
^ No Recorded Data Available ^ Sediment Deposits
FIELD OBSERVATIONS ^ Drainage Patterns in Wetlands
Depth of Surface Water D ~~) Secondary Indicators (2 or more Required):
i
h
es
nc
Oxidized Root Channels in Upper 12
r-,
ld"Water-Stained Leaves
Depth to Free Water in Pit (in)
L~l Local Soil Survey Data

^ FAC-Neutral Test
Depth to Saturated Soil ~ (in) ^ Other (Explain in Remarks)

SOILS
Map Unit Name (Series and Phase): ~Q,y~o~J ~~ f'q~ ~ .~ Drainage Class: vpr!
Taxonomy (Subgroup) '~' ~~ l~~q u f ~ Fietd Observations Connrm Mapped Type? ES NO
PROFILE DESCRIPTION
Depth Matrix Color ll4ott!e Colors Mottle Texture, Concretions,
inches Horizon Munsell Moist Munsell Moist Abundance/Contrast - -Structure, etc.
- A ~d ~ ivY~ ~ ~~ ~,~
v~ r ~a Y 7th ~Y~ ~ ~ ~~ Y~ ~ ~ ~~ ~~.

HYDRIC SOIL INDICATORS:
^ Histosol ^ Concretions
^ Histic Epipedon ^ High Organic Content in Surface Layer in Sandy Soils-
^ Sulfidic Odor ^ Organic Streaking in Sandy Soils .
~Aquic Moisture Regime ,,B~Listed on Local Hydric Soils List
Reducing Conditions L~"Listed on National Hydric Soils List
~Gleyed or Low-Chroma Colors ^ Other (Explain in Remarks)
Remarks: // / !- f /
~V~~ighC a G(v a ~~//f-~ p~©xiw ~ T~ ST~Pciy, CG~4s~~c C~ ,tf~e p p',-
I'jo~iLons 4 ~T'r~hv ~~ ~ R~~~ivi4 ~ C~~~-aS~ ~ia~.
~ - ~
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks
YES NO
YES NO Is this Sampling Point Within a Wetland? YES
YES NO
NO
DATA FORM -ROUTINE WETLAND DETERMINATION Page 2

ROUTINE VYETLAND DETERMINATION
ti987 COE Wetlands Delineation Manual)
Project/Site ~. rr ~ r 4 T Date ~~ "~3 - O v~
Applicant !Owner ~ q/ ~ ,6i~'vP~o /.e P ~" County P~ ~ ~
Investigator ~ State ~
Do Normal C'u~cumstances exist on the site? YES NO Commun~y';'ID FP
is the sr~e significantly disturbed (Atypical Situation)? YES O Transect ID 3a7
Is the area a potential Problem Area? (rf needed, e~lai~ on reverse) YES O Ptot ID ~ ~ ~ /7
VEGETATION
Dominant Plant Species Stratum tnd'~cator Dominant Plarrt Species Stratum Indicator
1 9
2 1Q
3 11
4 12
5 13
6 14
7 15
8 16
Percent of Dominant Spedes that are OBL, FACW, or FAC (exduding FAC-}
Remartcs
~I P ~~ 1 S Uf D!'v-,Gyt T ~~rm vc^~9 ~j/~~(Ss
HYDROLOGY
^ Recorded Data (Descnbe in Remarks) WETLAND HYDROLOGY INDICATORS

^ Stream, Lake, or Trde Gauge Primary Indicators:
^ Inundated
^ Aerial Photographs ^ Saturated in Upper 121nches
^ Other ^ -Water Marks
^ Drift Lines
^ No Recorded Dafa Available ^ Sediment Deposits
FIELD OBSERVATIONS ^ Drainage Patterns in Wetlands
Depth of Surface Wafer (in) Secondar•~r Indicators (2 or more fteGuired}:
^ Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit '~ ) ~ (in) ^ Watervtained Leaves
^ Local Soit Survey Data
^ FAC-Neutral Test
Depth to Saturated Soil ~ ~ ~ (in)
^ Other (Explain in Remarks)

SOILS
~._ S/mss
Map Unit Name (Series and Phase):
Taxonomy (Subgroup) ~,~ ~ ~
U ^~ ~~~ ~ ~p Drainage Class: ~~p~ ~ !~
rieid Observations Connrm Mapped Type? ES NO

Depth Hor¢on
inches PROFILE DESCRIPTION
Matrix Color Mottle Colors Moths 7ex+ure, Concretions,
Munseil Moist Munsell Moist Abundance/Contrast Structure, etc.
~ ~ ~~ o~~
~ ~~ ~~ s ~ a

/rp -t ~
/U
5
IU~I~ S ~~,
ldu~--

^ Histosol
^ Histic Epipedon
^ Sulfidic Odor
^ Aquic Moisture Regime
^ Reducing Conditions
^ Gteyed or Low-Chroma Cokxs HYDRIC SOIL INDICATORS:
^ Concretions
^ High Organic Content in Surface Layer in Sandy Soils
^ Organic Streaking in Sandy Soils
^ Listed on Lora! Hydric Soils List
^ Listed on National Hydric Soils List
^ Other (Explain in Remarks)
Remarks:
~
~
WETLAND DETERMINATION
Hydrophytic Vegetation Present? YES NO
Wetland Hydrology Present? YES O is this Sampling Point Within a Wetland? YES NO
Hydric Soils Present? YES NO
Remarks
~~
DATA FORM -ROUTINE WETLAND DETERMINATION Page 2

uw~w rvrcrn
ROUTINE 1NETLAND DETERMINA't70N
11987 coE weRiands Delineation Manuaq ,
ProjectlSite //'Pit ~ `t /'4G r Date ~4 ~~ j ` Q
nt
~ f
C
Applicant !Owner ~j~ ,Q p~ Ct~~n e'yP~o , ou
y PAS
Pv! ~-
State /U ~.
Investigator
end S o ~
Do Normal Circumstances exist on the site?
NO Communr~ty i0 ° a4S J ~jore ti e-
tsthe site s~gn'rficarttly-d'tstur#red (Atypical Situation)? YES Transact ID ` 3 a
is the area a potential Problem Area? ~ needed. e~lain on nverse~ YES' Plot lD ~

VEGETATION
Dominant Plant Species Stratum Ind'rptor ~_
Dominant Plant Species Stratum ..indicator
1 ~rl~ I>7~iltvS ~ ~~
~~ 2 w /'~ S S 40
3 ~~tX tvn vti ! ree f9 ~L 11
~d 4 i~~s 12
5 13 '
6 14
- 7 15 .~ .
$ 16
Percent of Dominant Species that are 064 FAGW, or FAG (exduding FAC) ~()
Remartcs
HYDROLOGY -
WETLAND HYDROLOGY INDICATORS '
^ Recorded Data (Describe in Remarks) Primary Indicators:
^ Stream, Lake, or Tide Gauge ^ Inundated
^ Aerial Photographs ~~aturated in Upper 12 Inches
^ Other ^ Water Marks'
^ Drift tines
^ No Recorded Data Available ediment Deposits
^ Drainage Patterns in Wetlands
FIELD OBSERVATIONS
Secondary Indicators (2 or more Required)-
Depth of Surface Water ~ Uri) ,
I~ vw'd"¢ed Root Channels in Upper 12 Inches
^ Water-Stained Leaves {
Depth to Free Water in Pit ~ (~n) ^ Local Soi[ Survey Data
^ FAC-Neutral -Test
Depth to Saturated Soit /'`"~ tin) ^ Other (Explain in Remarks)

SOILS
Map Unit Name (Series and Phase):
Taxonomy (Subgroup) /~~,,; ,~
Depth
'''' inches Horizon
~-
~_1
%, S/ovPS
".c ()~° °` ~ Drainage Class: ~ ,Pjr~.~e w~'~f
u~ '~ Field Observations ConTirm mapped Type? YES Np
PROFILE DESCRIPTION
Matrix Color
Jlunsell Moist Mottle Colors Motile
Munselt Moist Abundance/Contrast T°,~ure, Concretions,
Structure
etc
,
.
InY~ T,
S,

HYDRIC SOIL INDICATORS:
^ Histosol ^ Concretions
^ Histic Epipedon - - --._ _ __
^ High Organic Conterrt in Surface Layer_in Sandy Soils
^ Sulfidic Odor ^ Organic Streaking in Sandy Soils
^ Aquic Moisture Regime ^ Listed on Local Hydric Soils List
^ Reduang Conditions ^ Listed on Nations[ Hydric Soils List
® Gteyed or Low-Chroma Colors ^ Other
(Explain in Remarks)
Remarks:
Pea / ~~ On -~rl~sz O~ ~~t~ r!~~e~; T /S 9~~2 / f sra
/•~~~q/fl~ On ~O~41 SO/( fvruc~
WETLAND DETERMINATION
Hydrophy6c Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks
IuP~I.~/
NO
NO !s this Sampling Point Within a Wetland? YES NO
NO
DATA FORM -ROUTINE WETLAND DETERMINATION
Page Z

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State of North Carolina 2 0 Q 6 1 6 2 3
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION~ORM _ T „a
,r
This form maybe photocopied for use as an original
i,P ~.~. , . ........ .. .,,. ~
(.i ,_, .I.. ~ n ~UV~1
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the jam: - ~~ \,:,f,f;~;
BDG Smith Pamlico Assoaates, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Robert J. Anderson, Member/Manager
3. Mailing Address for person listed in item 2 above:
7000 Six Forks Road, Suite 115
City: Raleigh
Telephone Number: ~
919 1 427-9360
State: NC Zip; 27615
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Bridgewater North
5. Location of Project (street address):
NCSR 1339 (Creek Road)
City: Bath, NC
County:,
6. Directions to project (from nearest major intersection):
Site located on the east side of NCSR 1339 (Creek Road) approximately 263' north of NCSR 1334 (Delia
a ace oa
7. Latitude: N 35°29.354' Longitude: W 76°49.462' of project
8. Contact person who can answer questions about the project:
Name:J. Stephen Janowski, PE Telephone Number: L52
II. PERMIT INFORMATION:
1. Specify whether project is (check one):
^/ New
Form SWU-101 Version 3.99 Page 1 of 4
^ Renewal
Beaufort
756-1390
^ Modification

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
^/ Low Density ^ High Density ^ Redevelop ^ General Permit ^ Other
4. Additional Project Requirements (check applicable blanks):
xCAMA Major QSedimentation/Erosion Control x404/401 Permit xtVPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Stormwater for this development will be routed through roadside and outlet swales through a grassed swale
before being discharged into Bath Creek
2. Stormwater runoff from this project drains to the Tar-Pamlico
3. Total Project Area: 166.508 acres 4. Project Built Upon Area:
5. How many drainage areas does the project have? 1
River basin.
30 %
6. Complete the following information for each drainage area. if there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Irripezov~io~us Sur~ace l~. ~ ~ ~`~~ Draira~`~~Area 1 ~,;a ; ~7r ~ ~ e. ' ea 2~ „~; f~.
On-site Buildings 39.02 ac
On-site Streets 1.92 ac
On-site Parking 0 ac
On-site Sidewalks 0 ac
Other on-site 0 ac
Off-site 0 ac
Total: 40.94 ac Total:
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off-site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
wA as issued by the Division of Water Quality. These covenants may not 6e
changed or deleted without the consent of the State.
2. No more than See attached table square feet of any lot shall 6e covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit momcation prior to
construction.
5. All permitted runofffrom outparcels orfuture development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and fum
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and Stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
-Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm)
J. Stephen Janowski, PE
Mailing Address: 1015 Conference Drive
city: Greenville
Phone: (252 ~ 756-_1390
VIII. APPLICANT'S CERTIFICATION
State:
Fax: (252
NC Zip: 27858
~ 321-1412
I, (print or type name of person listed in General Information, item 2) Robert J. Anderson
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. /~
Signature:
Ur- -. ~
~--
Date: 929/06
Form SWU-101 Version 3.99 Page 4 of 4

1
Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(to be provided by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form maybe photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007. ~ ~ ~ ~ r ~ ~ -~.~ ~ '~
F - ~..:~
~~.
I. PROJECT INFORMATION «`-'~~ ~ Z0~5
,~
Brid ewater North -
Project Name : 9 ~~ . ~"`~"'`"
Contact Person: J. Stephen Janowski, PE Phone Number: (252 ~ 756-1390
Number of Lots: 51
Allowable Built Upon Area Per Lot*: See attached table
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area -the total project area above Mean High Water. Wetlands maybe excluded when the
development results in high density pockets.
• DF Density Factor -the appropriate percent built upon area divided by 100.
• RA Road Area -the total impervious surface occupied by roadways.
• OA Other Area -the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots -the total number of lots in the subdivision.
• BUA/Lot -the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-104 Rev 3.99 Page 1 of 2

(SA x DF) - RA - OA = BUA
No. Lots Lot
Calculation:
(137.498 x 0.30) - 1.92 - 0
51
= 33,592 sf/lot
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.

a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b))
Form SWU-104 Rev 3.99 Page 2 of 2

oaoner z coos
Bridgewater North
Lot Number Size Sq: Ft. Size Acres Wetlands acres Net area acres Allowable BU acres Allowable BU SF Percent
>,
,,.,
2 137,508 3.16 0.02 3.14 0.94 40,978 30.00°I

,86. _
QO l4 ~:
4 43,288 0.99 0.05 0.94 0.28 12,294 30.00%
.~a3 6
6 46,140 1.06 0.00 1.06 0.32 13,842 30.00%
8 52,864 1.21 0.26 0.95 0.29 12,462 30.00%

10 42,140 0.97 0.00 0.97 0.29 12,642 30.00%
:0
12 38,139 0.88 0.00 0.88 0.26 11,442 30.00°k
14 108,285 2.49 _____0.00 2.49 0.75 32.486 30.00%
1.12
7.95 82.89 24.87 1,083,173
Net Area(aeres) Allowable BUA(acres) Allowable
, 115 23.07 6.61 -34.264 28.65Y
Duke Lot 537,705 12.344 1.70 10.64 3.19 139.096 30.00%
Sum 3,411,763 75.67 21.06 54.61 16.07 315,130 29.739'°
~.. s g 8
~< wos~- ~ u.aa u.uo 0.99 0.30 13 002 30.00%
44 103,974 2.39 0.00 2.39 0.72 31,192 30.00°k
46 509,826 11.70 0.00 11.70 3 51 ~ ~~ oda an nna_

.`:i i~t1~vFL~~
Agent Authorization 2 ~ ~ ~ ~ 6 ~ 3
I certify that Jay Johnson has the permission to submit a road crossing permit to
the environmental review agencies for the Bridgewater North Subdivision on my
behalf.
Robert Anderson
9/T~/4 ~
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