20030760 Ver 1_COMPLETE FILE_20030620

?CF WATF
o 9pG
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 22, 2003
DWQ Project No. 03-0760
Craven County
Page 1 of 2
Tom Bruno
1210 Broad Creek Road
New Bern, NC 28560
Subject Property: Lot 6, The Hamptons, Fairfield Harbour, New Bern, NC
Northwest Creek [03-04-10, 27-105, SB Sw NSW (Nutrient Sensitive)]
APPROVAL of 401 Water Quality Certification and MINOR VARIANCE APPROVAL per the Neuse River Buffer
Protection Rules (15A NCAC 26 .0233) with ADDITIONAL CONDITIONS
Dear Mr. Bruno:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.05 acres of wetlands and 305 square feet (ft2) (0.007 acres) of protected riparian buffers for the
purpose of constructing a home and driveway at the subject property, as described within your application dated May
27, 2003. After reviewing your application, we have decided that the impacts are covered by the N.C. Division of Water
Quality (DWQ) General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use
Nationwide Permit(s) 18 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your
approved Minor Variance for impacts to the protected riparian buffers per 15A NCAC 2B .0233(9)(b). In addition, you
should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your
project including (but not limited to) Erosion and Sediment Control, Non-discharge, and CAMA 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. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, 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 any additional conditions listed below.
Conditions:
1. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through
the protected stream buffers and will not re-concentrate before discharging into the stream as identified within
15A NCAC 2B .0233(5). No piping or direct discharge of stormwater is allowed through the protected buffer.
2. No Zone 1 Impacts
No impacts (except for "exempt" uses as identified within 15A NCAC 2B .0233) shall occur to Zone 1 of the
protected riparian buffers unless otherwise approved by the DWQ. No impervious surfaces shall be added to
Zone 1, unless otherwise approved by the DWQ.
3. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, the applicant is required to return the attached certificate of completion to the
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands
Page 2 of 2
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-
1650.
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these boundaries
approved under this authorization shall be clearly marked with orange fabric fencing (or similar high visibility
material) for the areas that have been approved to infringe within the buffer, wetland or water. This fencing
shall be installed prior to any land disturbing activities to ensure compliance with 15A NCAC 2B .0233 and GC
3402. The protective fencing should be removed once construction is complete.
5. No Impacts to CAMA Coastal Wetlands
This letter includes approvals for impacts to fresh water wetlands jurisdictional under Section 404 & 401 of the
Clean Water Act and does not approve impacts to CAMA Coastal Wetlands.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
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.
Requests for appeals of this decision shall be made to the Office of Administrative Hearings. If you do not accept any of
the conditions of this approval, you may ask for and 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, 6714 Mail Service Center, Raleigh, NC 27699-6714.
This approval 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 and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone Tom Steffens at 252-946-6481 or Bob Zarzecki at 919-733-9726.
Sincerely,
OAI?anW. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3402
Cc: Mitchell Brydge, Brydge & Lee, Inc., 1210 Broad Creek Road, New Bern, NC 28560
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
DWQ # 03-0760
Date: September 22, 2003
bz
mai I box:///CI/Documents%20and%20Setti ngs/bob_zarzecki/Applicat...
Subject: Re: Tom Bruno
From: Bob Zarzecki <[e-mail]>
Date: Mon, 22 Sep 2003 08:19:47 -0400
To: Tom Steffens <[e-mail]>
Thanks for the quick reply ...I'II get it out today...
Tom Steffens wrote:
I concur with the minor, I was confusing this tom bruno with another draft
project I was looking at by the same name. I'll call him today to explain
whats happening
Bob Zarzecki wrote:
Tom:
what issues? This is a Minor Variance and NW18 request / CAMA
Major ...they want to fill wetlands for a driveway and house...I think
that the USACE are fine with it...they need to use a Minor rather than a
General due to the wetland fill ...I need to act on it next week, the
401/CAMA was recieved on July 28, 2003...your comments in Filemaker for
the Minor were to "Issue n/c"...I got a call from a Mitchell Bridge, I
tried returning the call but it did not give me an option to leave a
message... please get me comments by Monday if possible...
- Bob
Cyndi Karoly wrote:
Tom - you might want to call Bob Z about the issues you called about
with respect to the Tom Bruno file since it's a buffer variance. I
don't have the file and haven't been handling the variance.
I of 1 9/22/2003 8:20 AM
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: tom steffens
WQ Supervisor: Roger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Tom Bruno County Craven
Project Number 03 0760 County2
Recvd From WARO Region Washington
Received Date 6/20/03 Recvd By Region
Project Type residential impact to Zone 2
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
ME
Type Type Impact Score Index Prim. Supp. Basin Req. Req.

NBR Buffers
W770-
Y O -N

F-F-27-105 F -c SwNSW 30,410. 0.01 F_ _

F___ F_-

Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more Info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
Issue nm/c
cc: Regional Office
Central Office Page Number 1
Triage Check List
Date: ?j Project Name:
112 fil
DWQ#:
County: 6ya6l 4.1-.1
To: ? ARO Mike Parker O Tom Steffens
? FRO Ken Averitte WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Cyndi Karoly (Central Office)
? RRO S t e v Mitchell
• Telephone : (919) 7
From.
CJ ?d4a177 ?H'r 14<
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern

Comments:
1(;

t

BRYDGE&LEE
I N C O R P (D RATED
May 27, 2003
Tracey Wheeler
Division of Coastal Management
151 B Hwy 24, Hestron Building
Morehead City, North Carolina 28557
Dear Ms. Wheeler,

('! Oil
We are requesting a CAMA Major Permit to construct a single-family residence at lot 6, The
Hamptons, Fairfield Harbour, New Bern, North Carolina. We have placed the house inside the
CAMA setback line at the request of Mr. Scott Jones ol'the U.S. Army Corps of Engineers. Mr.
Jones made this request after a preliminary meeting to fill out the application for a Corps
Nationwide 18 Permit. By moving the structure further back on the lot (into the Cama setback)
and re routing the drive we would reduce the impacted 404 land from .09 acres to .05 acres.
Please see the attached plats #1 (original) and #2 (revised based on Mr. Jones request). Also,
note that plat #1 has Mr. Jones signature on the 404 delineations. No changes were made to the
delineation contour lines on plat #2.
If you have any questions, please reel free to contact me.
Sincerely,
01 tr '? tq
Mitchell Brydge U '
1210 Broad Creek Road • New Bern, North Carolina 28560 • 252-633-1999
OFFICE USE ONLY: Date Received Request # ..... .... ..... .......
h- E -q ro E-;
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality

DWQ-WARD
Variance Request Form - for Minor Variances
Protection and Maintenance of Riparian Areas Rules
NOTE: This form may be photocopied for use as an original.
Please identify which Riparian Area (Buffer) Protection Rule applies.
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC 02B
.0233)
? Tar-Pamlico River Basin: Nutrient Sensitive Waters Management
Strategy Protection and Maintenance of Riparian Areas Rule (15A
NCAC 02B.0259)
? Catawba River Basin: Protection and Maintenance of Existing Riparian
Buffers (15A NCAC 02B .0243)
Part 1: General Information
(Please include attachments if the room provided is insufficient.)
3. Contact person wh an answer q stion about the proposed project
Name:
Telephone: a?).. j
Fax:
Email: )?' 4f Q __ -P?..../ ?1 y. ?...r _
4. Project Name (Subdivision, facility, or establishment name - consistent with project na a on
plans specificati ns, ;;t ers, oper tion and maintenafpce gree E is etc.):
T7Y - h"-P7,V 7'? 6? e--, IVUJ46rt?
Version 2: November 2002
Project Location: ? (!??
(?? ,,-I
Street address: /-?a.fS(......
City, State, Zip: _ _ .._
County: i'G>t __.2 .........
Latitude/longitude: .
Directions to site from nearest major intersection (Also, attach an 8'/2 x 11 copy of the USGS
tOwl o ra hic map indi gting locatio 0 the sit .
/?Jt rl /L f?LL't
?? h. d r7 Q t r
_ I YZ..n?u>. d tQ _U c11'1_ _ `P
7. Stream to be impacted by the proposed activity:
Strea am (for un ame str ms lab I as "UT" to the nearest named stream):
Stream classification [as identified within the Schedule of Classifications 15A NCAC 2B
.0315 (Neuse) or.0316 (Tar-Pamlico)] : . ............. ..._
8. Which of the following permits/approvals will be required or have been received already for
this project?
Reauired: Received: Date received: Permit Type:
CAMA Major
CAMA Minor
401 Certification/404 Permit
On-site Wastewater Permit
_ NPDES Permit (including stormwater)
Non-discharge Permit
Water Supply Watershed Variance
.... Others (specify) . ......... _...... ......... .................
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
1. Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat
map or site plan) to accurately delineate the boundaries of the land to be utilized in carrying
out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area
of buffer impact in ft2.]:
.....
2. State reasons why this plan for the proposed activity cannot be practically accomplished,
educed or reconfigured to better minimize or eliminate isturban a to riparian buffer
0?? 4 t.?2c?1 _ ?r laj _hcc? _(_04_1 o ?t_t Via. r _
jY7
................
P

Variance Request Form, page 2
Version 2: November 2000
3. Description of any best management practices to be used to control impacts associated with
the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow,
re-planting vegetation or enhancement of existing vegetation, etc.):
150
....... ..... .. ...... ..... ....._.
4. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this
a. Rio
r.

?rro b e 'thr_ lo, w?Ll u rl?+a:bl? T' _u rrf'1.
hbt'n..e„
r? ?/.QrYl? . C5d n'?-tk-?'?-/ /'?`Smlc//P r' ?.5 ??U? 4??6P??/)'I
qL(? ow these ulties or hardships result from conditions that are unique to the 1) H property
elf
tat (a
involve p. --?... ! C'(xa-? y ohs - ?e L
(3) If economic hardship is the major consideration, then include a specific explanation of the
economic ardships and he roportion of t e hardship tp the entire value of the prod c .
c{?'.._L.vt?/ SSeq i4l ......._?p???? _
r r?Q v<-cI (x . ........ ., ................
?c c? l?e_ Or
Part 3: Deed Restrictions
By your signature in Part 5 of this application, you certify that all structural stormwater best
management practices required by this variance shall be located in recorded stormwater
easements, that the easements will run with the land, that the easements cannot be changed or
deleted without concurrence from the State, and that the easements will be recorded prior to the
sale of any lot.
Part 4: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or rm4j .... (..(_ ?? Y ..... f
Mailing address:D v « ? ...
City, State, Zip: ___ ??1._ .? O
....
_ ... ..... ...
Telephone: ?.o. _ ?R r?
Fax: -5a.
Email: 1"916/ q_ f??_c..ll .
Part 5: Applicant's Certification

Variance Request Form, page 3
Version 2: November 2000
"'.._' (print or type name of person
listed in Part I, Item 2), certify that the information included on this permit application form is
correct, that the project will be constructed in conformance with the approved plans and that the
deed restrictions in accordance with Part 5 of this form will be recorded with all required permit
conditions.
't
Signature: .
Date:
Title:
Variance Request Form, page 4
Version 2: November 2000
NOTE, VICINITY SKETCH
Ol. AREA BY COORDINATES.
02. SURVEY PRECISION - 1, 10.000.
03. THIS SURVEY 15 OF AN EXISTING PARCEI.C5.) OF LAND.
+ DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
04. FLOOD REPORT,
THIS PROPERTY SCALED M ZONE A--G PER FLOOD INSURANCE RATE
MAP COMMUNITY 370072. PANEL NO. 0330-B. EFFECTIVE DATE, MAY 4. 1987. 5i
THIS PROPERTY DID SCALE IN THE 100-YEAR FLOOD WHERE BASE FLOOD
ELEVATIONS AND FLOOD HAZARD FACTORS HAVE BEEN DETERMINED. ?uti' Q
77-115 REPORT W NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM. p0
05. UNDERGROUND ELECTRIC. TELEPHONE, CABLE T.V. UTILITIES TO DWELLING. t
07. ROP?ERTY ADDRE55, $HEARTH5IDE COURT.
08. ELEVATIONS BASED OF NGVD 29 DATUM. GRA MONUMENT 64. ?;1• ?C.
NORTH yNE9-r
TONIS CREEK PLO" $0s?
pp AVERAGE MEAN W,,
. .. ?? + 4T rr? WATER L c ii
W J W Nl i9s?
W . LS L6 L 14.10
?1RSf/
go' ??, v? ? v V V• .y ?? LIyE
noN qsr eR? '? o L10 err MAY 2 9 2003
W
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`n/ /?
G t Z/ 1 11 Y Q-?V1/AR®
PER RECORD PLAT ?rr wti
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bn., ?I

u1.
G'f.
cC>?
Cy
?o
ML TIE LNE
w . 'A 75 AREA ENW111EN1A1
- - --.? 10. / aj` Cj (n CONCERA COASTAL AREA 3 n
) 3 ° / o f I a MArL4GEhlENT AGENNCY MS1DE IoOLfnLIMG SIDE ?
(I-OT.2 z J ~
0 p• "ACK LIME
1
0 VARIANCE REQUWV, Z
?y I ^ CR ! NOT IvCLUpWG OVERMANG Z U Z O w °
18.4' * BOK Lk Sly ARl4NGE 4 ! t, w ° O
IN PROPOSED FILL AREA MOUSE 5MIFTED BACK TMIS FAR, 1i- ti "3-
q
14.3• 2 1,747 +/- sa.ft ?n o ?
4.1 0.04 +/- acres 1x_ n
?.? ?Itu >-z%n Q
>- 44
NO' i 7F W ?' 3 I C 7 Q Q %n O
A .
4- C?i
LOT 3 ? /? tfLANDS' w Q
'? w q
Z J ' '3' LEGEND Q v-
01. 0 - EXISTING IRON PIPE N
' f? 1q No 02.0- NEW IRON PIPE
C 1VO, 98,E - ,q.f 03. R/W - RIGHT OF WAY °
0.53 +/- acr" \ 04. EIP = EXISTING IRON PIPE U N
'?' '? j D. \ ?• 05. 50.FT. - SQUARE FEET v
N ° •*4& WET&ND5• ` .a\ •- 07. Q = NON MONUMENTED POINT
08. MBL = MMIMUM BLHLDING LINE
i? W v v ti~ i \ ° 09. OIL = EXISTING GENTERLINE OF PAVEMENT
y " ? \ A w 10. P/L - PROPERTY LINE
'ROP05ED FILL AREA 7 11. X-5.8' - EX15TING GROUND ELEVATION
I o \ 12. Q WETLAND FLAG
383 +/- sa.ft ?, w ,? + ? +
1`?I/11I1rirrl`f ?'Ii ! ??\??t(\tPa6
1 f
Av z' 4A
SEAL J
-3767 0
40' 2?
???lrrrrL Itl`?? ? ./?
?I0
404
AETLANV
SURVEY 00 6 9?0
PRLLIMINAM PK CENTERL?rE - cENTERLNVE ???C 3, .?•C • '„ V-A l o u
PLOT PLr4N IrrrERSECnON of MEARn151DE + MARBouncor
POR DRIVE BUSTNG PAVEMENT G
BRYD6E 4 L.EE INGOR?'OR/4TED ?? VA M ?,
NUMBER rmo TOWNSHIP, GRAVEN COUNTY, NORTH CAROLINA
R&jp4 JCL?• L.OT 6 THE J4AMPTON5 A PLANNED UNIT RECORDED IN
LINE TABLE
LINE LENGTH BEARING
Ll 18.22 N17 42 03'E
L2 24.38 53952 59'W
L3 22.G5 543'2339'W
L4 30.G7 N144842'W
L5 28.48 N48"2124 E
LG 19.84 N33'4G 53 E
L7 1.45 N45'33 28 E
L8 31.77 N14'59 43 E
L9 39.71 N32'1735E
LIO 29.33 N44'4327'E
LII 24.36 N68'1108'E
L12 37.78 505'53'08'E
L13 3$.36 51755'13'W
L14 24.09 507*5G27*W
L15 34.79 518'01'49E
LIG 31.16 5G533'40'E
L17 31.95 58150'51'E
L18 28.11 506'21'08'E
L19 35.70 523'40'OG'W
L20 45.16 542'07'13'E
L21 41.89 N22'54'13'W
L22 27.55 N2G'32'40'W
L23 2.37 N08'54'13'E
L24 40.00 550'04 51 E
L25 48.26 50435'15E
L2G 183.89 NDD'28 48'W
L27
PLAT 2G.77 58750'30'W
CI'iAVEN COUNTY RE61.STRY. PAM- .2/25/2003.
B RAP L. W17 T 9 A9 1'• A. GRAPHIC SCALE w?HOf%SE BACK3'
LAND 9URVEYIN6 - SITE PLAN DE516N MOVE DRIVE WAY
fWIMONMIWAL M-AM 6 - CAOMMORC4AL - Rr.V 'NTjAL ' 40 0 20 40 80 CMANG WETLAND FU AREAS 180
Nf" BERN, NC. 2.4W61
505 5LAU6HT RRHOUSE ROAD
( IN FEET )
1 inch = 40 ft. CAP2628
04 Z9 'L,tx'? 1??11n?desl.. 'voa- /'2*v 11a1Zf?
NOTE,
01. AREA BY COORDINATES.
02. SURVEY PRECISION = 1= 10.000.
03. THI5 5URVEY 15 OF AN EXISTING PARCELCS-) OF LAND.
+ DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
04. FLOOD REPORT,
THIS PROPERTY 50ALEV IN ZONE A-G PER FLOOD INSURANCE RATE
MAP COMMUNITY 370072. PANEL NO. 0330•-0. EFFECTIVE DATE# MAY 4. 1987.
THI5 PROPERTY DID 50ALE IN THE 100-YEAR FLOOD WHERE BASE FLOOD
ELEVATIONS AND FLOOD HAZARD FACTORS HAVE BEEN DETERMMED.
THIS REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM.
05. UNDERGROUND ELECTRIC, TELEPHONE. CABLE T.V. UTILITIES TO DWELLING.
OG. COMMUNITY WATER + SEWER SERVICE.
07. PROPERTY ADDRESS, HEARTHSIDE COURT.
08. ELEVATIONS BASED OF NGVD 2q DATUM. ORA MONUMENT G4.
1?lOf?TH1?1E5T
CREEK
FLOw
AVERACE MEAN HIGH
12 13 WATER UNE
w `L3 " LG L 14-50-
14A.-
50' w
cw as71.4e
BANCL, zs
w
w
? k,
(L_CT .2
> I
av w W W LAyr
D w ?'v L L10 -?-?
A ` j p I I UPLANDS'

? ???:- tj??•rvt ??'c? " .;.I? l ?1'P????I? Li ?C?D CCI ? ??''? ,
VICINITY SKETCH
GA R
Gp ?•
V9 ? y? Gq. hPfiP QPyyP•
pNDR.O r O GOl>X"E
Sc' `0 oE1 b GY.
?QO
t°l"W 1 9 ?'Ubj
DWQ-WARD
?P
Eye ?o
.off z ? ' ?ti 1 w a
41R. o
73' AREA ENVIRONMENTAL
t CONCERN. COASTAL AREA Q')
90R 1? 5.05.0, 7 ??A V t MANAGEMENT AGENCY
j7' '•44. p ?! .8' 110' W O t
? Q /05E0/ ? N ST(ORY' 1? ! rn Z ? In ;g; 3 ?
ly p? ORCk?c? ?+ w C N O O 'V
I ,4 0•oy +
N PROP05ED FILL AREA O
1.$ 2.873 / 5q.ft '0t u Q4 2
E Q12 n
q I ! c • 11,8 0.07 +/- acres °- s2 •a- C4 a z (f ^,
1s.1' O ? ? ?? ? pgQ`ns4? vJ Q
iLe
?L.OT ?/ Q It tie, w ! ??a> ?,?yPCLEGEND ? 4 Q ti A
_ =Z
y 01. NI EXISTING IRON PIPE
V ? ? z
Q iQ (.ot G * \ \ NO 02.0 =NEW IRON PIPE ?+- 4- 64
23.083 +?- q.ft a' 03. R/W = RIGHT OF WAY o 0 0
414
0.53 +/- ec os \ 04. EIP = EXISTING IRON PIPE U >"
i w w q 05.5Q.FT. = SQUARE FEET v q
• .r OG. A = P. K. NAIL ndr
l #464 WENDS' ..?\ 07. A = NON MONUMENTED POINT z
• 0 08. MBL = MINIMUM BUILDING LINE
?• w w w ti' \ Oq. CIL = EXISTING CENTERLINE OF PAVEMENT
PROPOSED FILL AREA 10. P/L = PROPERTY LINE
11. X-5.8' = EXISTING GROUND ELEVATION
9Gi3 +/ 6q.ft 4 '0 V 12. 0 = WETLAND FLAG
0.02 +/- acre
"?•?. w r
.,I'''
LNG ??NE Y??'. ? _ , ...?- . • -?
,,?tlt CAtllr` r 0 *01
,,~~ti ?``?lf'"r71"?????ti`! f,/jj.?f, ?'`•? ? RP??b ?/• r. s?v' ? ") r
OFF •/Il,,ri? ?, ?, O ? \ v „/ L
" EAL H
3767 0 / y V
w //?llllf/ll1111111?`4,? 1~
rftrn>> 1?, t
ti?0
444 k)ET1..,MV
PRELIMIN,41¢
PL..OT PL. AN r ERSEC ON?HEARTHSID ARDOURSWE ? ` i=a
FOR DRIVE. EXISTVG PAVEMENT R G15
MRYl76E -9 L-M INCORPORA E=D 4?
NUMJ 30R TY40 TOM.'SHIP, CfAVEN COUNTY, NORTH Cv4ROLJNA.
REFERENCE: L Or 6 THE HAMPMN5 A I°L4NNE7 UNIT revEL.OPMENT RecomDw IN
LINE TABLE
LINE LENGTH BEARING
Li 18.22 N1742'03'E
L2 24.38 53q52 5q'W
L3 22.G5 543'23'3q'W
L4 30.67 N14'48 42'W
L5 28.48 N48'21'2q'E
LG lq.84 N33'4G'53'E
L7 1.45 N4_5'33'28'E
L8 31.77 N145q43E
Lq 317.71 1432'17'35E
L10 2q.33 N444327E
Lll 24.36 N6P'11'O8'E
L12 37.78 505'53'08'E
L13 38.36 517'55'13'W
L14 24.017 5075G7 7'W
L15 34.7q 518'01'417E
L1G 31.IG 5G5'3340E
L17 31.175 -C a1',5O'51 E
L18 28.11 50G'21'08'E
Llq 35.70 523_'4O'O6'W
L20 45.16 542'07'13'E
L21 41.8q N22.?4'13'W
L22 27.55 N2r'32'4.O'W
L23 2.37 NOS'54'13'E
L24 25.46 N06'21'O8'W
L25 82.5q 550'04'51 E
L2G 183.8q NOD'-28'48'W
L27 26.77 587'50'30'W
C AVEN COUNTY RZ615TRY. VATE: 2/254244.9.
SRA0 L. SUITT -f AS G • F'• A. GRAPHIC SCALE
L ANO 5MVEYIN6 - SITE PL4N M516N
aWftg0NMENrAL I WL MNIN& - - RVgUMgT7,4L 40 0 20 40 BO
NEYY BERN, NC. 26561 OEM
505 SL,4U&HTERHOUSE ROAO

( W FEET )
1 inch = 40 ft. CA02626
QUA
NCDENR
North Carolina Department of Environment and Natura
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director
July 25, 2003
MEMORANDUM
TO: John Dorney
Division of Water Quality, Wetlands/401 Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA PERMIT APPLICATION REVIEW
APPLICANT: TOM BRUNO
Resources
William G,RRjosss Jr., Secretary
%
$41/0
sY
PROJECT LOCATION: OFF NCSR 1600 AT LOT # 6 SECTION 19 HEARTHSIDE CT IN
FAIRFIELD HARBOUR, NEAR NEW BERN ON NORTHWEST
AND SPRINT CREEKS IN CRAVEN COUNTY.
PROPOSED PROJECT: CONSTRUCT A SINGLE FAMILY RESIDENCE AND
DRIVEWAY IN SECTION 404 WETLANDS WITHIN THE
COASTAL SHORELINE AFC.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by August 25, 2003. If you have any questions regarding the proposed project, please contact
Doug Huggett at [phone], ext. 245. When appropriate, in-depth comments with supporting
data is requested.
REPLY
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
"['his agency approves of the project, only if the recommended changes are incorporated.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http:lldcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
July 25, 2003
MEMORANDUM
TO: John Dorney
Division of Water Quality, Wetlands/401 unit
FROM: Doug 1-luggett
Major Permits Processing Coordinator
SUBJECT: CAMA PERMIT APPLICATION REVIEW
APPLICANT: TOM BRUNO
PROJECT LOCATION: OFF NCSR 1600 AT LOT # 6 SECTION 19 HEARTHSIDE CT IN
FAIRFIELD HARBOUR, NEAR NEW BERN ON NORTHWEST
AND SPRINT CREEKS IN CRAVEN COUNTY.
PROPOSED PROJECT: CONSTRUCT A SINGLE FAMILY RESIDENCE AND
DRIVEWAY IN SECTION 404 WETLANDS WITHIN THE
COASTAL SHORELINE AEC.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by August 25, 2003. If you have any questions regarding the proposed project, please contact
Doug Huggett at [phone], ext. 245. When appropriate, in-depth comments with supporting
data is requested.
REPLY
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes are incorporated.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE,
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone] Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

DCM % DWQ %
Development Type FEE (14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
development that does not involve S250 100%(S250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:
It. Public or commercial development
that does not involve the filling or " S400 100%($400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B, C. or D
below applies:
III(A). For Private, non-commercial \
develop ent, if Gen r ater Quali S 1 0% (525 0°^
Certifcat No.330 (see a hed
e plie
III(B): For public or commercial
development, if General water Quality $400 100%(S400) 0% (SO)
Certification No-3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
5400
60% (5240)
40% (S160)
written DWQ concurrence is needed
because of concems related to water
quality or aquatic life:
f General Water Quality
Certification No. 3301 (see attached)
5400
60%(S240)
40% (S160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more S475 60%(S285) 4096 ($190)
than one acre of wetlands and/or
open water areas:
o ,,,? i3Zv j o
f ?
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Tom Bruno
PROJECT NAME:
2. LOCATION OF PROJECT SITE: Off NCSR 1600 at Lot #6 Section 19 Hearthside Ct in Fairfield Harbour,
near New Bern on Northwest and Spring Creeks in Craven County, NC
Photo Index - 2000: 213-943 S:17 1995: 74-828 E:18
State Plane Coordinates - X: 2,608,000 Y: 485,700
Upper Broad Creek Quadrangle
GPS File # M070917B
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit 9 July 2003
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 12 June 2003
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Craven County
Land Classification From LUP - Developed (Land),
(B) AEC(s) Involved: CS
(C) Water Dependent: No
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - Community Sewer
(F) Type of Structures: Existing - None
Planned - Single Family Residence
(G) Estimated Annual Rate of Erosion: None
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands 2,130 ft2
(B) Non-Vegetated Wetlands
Creek Bottom
(C) Other 4,404 ft2
Uplands Filled and graded
(D) Total Area Disturbed: 6,534 ft` 0.15 ac
(E) Primary Nursery Area: No
(F) Water Classification: SB SW NSW Open: No
8. PROJECT SUMMARY: Propose to construct a single-family residence and driveway in Section 404 wetlands
within the Coastal shoreline AEC.
F
Tom Bruno
Craven County
Project Setting
The applicant owns a 0.53-acre lot off of NCSR 1600 at Lot #6, Section 19 Hearthside Dr at
the intersection of Spring and Northwest Creeks at Fairfield Harbour near New Bern in Craven
County, North Carolina. The property is an undeveloped residential lot. The high ground portion of
the property is vegetated with mixed pines, shrub species, catbrier, poison ivy, and myrtles. A
majority of the parcel has been delineated as Section 404 wetlands by the US Army Corps of
Engineers. There is an 8-25 ft wide border of coastal wetland species along the shoreline. This area is
dominated by Spartina cynosuroides with Juncus roemerianus scattered throughout.
The property to the northeast is also undeveloped, and is currently heavily wooded. The
shoreline is natural, and is vegetated with coastal wetland species. The neighboring property contains
Section 404 wetlands similar to those on the project property. Hearthside Court borders the property
on the southeast. The property to the southwest is developed with a single-family residence. A
wooden bulkhead protects the shoreline and there is a private pier with two slips adjacent to the
bulkhead. There is a manicured lawn on the landward side of the bulkhead with scattered beds of
landscape plants.
The project is located at the intersection of Spring Creek and Northwest Creek at the entrance
to the Fairfield Harbour canal system. Northwest Creek is classified SB SW NSW by the
Environmental Management Commission and is not open to shell fishing at this location.
Project Description
The applicant proposes to construct a 50 ft by 35 ft single-family residence with an attached
garage and concrete driveway on the property. The house would be positioned 50 ft landward of the
coastal wetlands on the property, and 65 ft landward of the normal water level. The applicant
attempted to design the house to minimize impacts to wetlands while avoiding encroachment into the
EMC's 50 ft riparian buffer. The house could have been positioned landward of the 75 ft Coastal
Shoreline AEC, however, the applicant agreed to go through the Major Permit process in order to
reduce wetland impacts.
Anticipated Impacts
Construction of the house would result in the filling of 1,747 square feet of Section 404
wetlands. Installation of the driveway would fill 383 square feet of wetlands. As proposed, the
project would result in the filling and grading of 4,404 square feet of high ground. The project would
impact a total of 6,534 square feet. Approximately 6% of the Coastal Shoreline AEC would be
covered with impervious surface.
Tracey L. Wheeler - 21 July 2003

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner: /? -
Name 6 ?J r U
Address Id / O C3(C?c?o{ C??k, iCC
Cityn tJ 8f#4 State
Zip 1235(to Day Phon,°? - &37 - 4351
Fax f4 1 -9
b. Authorized Agent:
Named l &Wf Br rl ?Qo d [et_a.
Address b2 / U ?bQ?? ? /G X2Z
City WX,LJ,-6eK'-1 State
JUN 12 2003
b. City, Mcommu
landmark.F? t r h? u I ?-W
Imo,
c. Street address o second road. numpp#?r
Ns &h'-s?(-- L o i n f-
d. Is proposed work within city I' its or planning
jurisdiction? Yes No
e. Name of body of w t r nearest project (e.g. river,
creek, sound, bay) NOr4-h u)-e-- ,± C7! ?
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
Cava ion and/or filling activ;t;oc
d
CQ o2 45-7 -1q
Zip C- ?5 60 Day Phone cK' )50;2 b. Is the proposed activity maintenance of an existing
project, new work, or both? C LX / l?-
Fax
b for public, private or commercial
,? / c. use? Will th?e-project tl4 7Z
c. Project name (if any) /V -,
NOTE: Permit will be issued in name of landomwrft), mid/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County T (Q, V/X1n
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
?,5-ee- a c d
Revised 03/95
,Idly I ? 2003
3d.
1. Purpose of project: Build a single-family residence.
2. Use of project: Private, residential.
3. Method of construction for project: Clear land with track hoe, fill-with dump truck, grade
with dozer.
4. Daily operations for project: Supply equipment and manpower to carry out above
referenced work.
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract ' `?? Q rr 5
b. Size of individual lot(s)
c. Approximate elevation of tract above MHW or
NWL "r t.e S % ' 01'
d. Soil type(s) and texture(s) of tract
(--),a n u. 100f mV 4 b l
e. Vegeta ion on tract K ?' l o1 l
p_ n sP. ? r
f. Man-made features now on tract g604!___
g. What is the CAMA Land Use Plan land
classification of the site? (Coniatt the lost land use plan.)
Conservation
Developed
Rural
Transitional
Community
Other
JUR 1 2 2003
m. Describe existing wastewater treatment facilities.
4 9
mod?
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential disch )
o. Describe existing drinking water supply source.
iI
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
•
A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
h. How is the tract zoned by local government?
go .7-onfaq 0 /
i. Is the propo ed project consistent with the applicable
zoning? Yes No
(Attach zoning compliance certificate, if applicable) •
Has a professional archaeological assessment been
done for the tract? Yes ? No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or e J able property?
Yes ? No
1. Are there wetlands on the site? ? Yes No
Coastal (marsh) !" Other _y
If yes, has a delineation been conducted? ?yE?
(Anach donanentation, if asWlable)
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2' by 11" white paper. (Refer to
Coastal Resources Commission Rule 7.1.0203 for a
detailed description.)
Pkase note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03/45
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return reMpts as proof that such owners
have received it copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has beeTr') vided.
Name 'i t' t U.
Address Cps _
Phone
Name ? d r-
Address O
Phone
aa?
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
0 14,
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
JUN 1 2 2003
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
1 certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
?I ?jy?,
This is they day of'! k4, f -- ?.
Print Name hC ( ?'.P
Signature
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03195

Form DCM-MP-3
UPLAND
DEVELOPMENT
JUNI 1 1 2000
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or,
ctures roposed On P 5
.1 rlCj Le :EQ M t y
b. Number of lots or parcels ?0P1
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environing" Management for review?
Yes V No
If yes, date submitted
i. 9pscribe proposed method of sewage ddiosal.
c. Density (give the number of residential units and the
units per acre)/)1zL/J 1-2 1--/- 2"?' Ic - f
e2 /9 r'-_0 s
d. Size of area to be graded, filled or disturbed
t_lL
`" Q 4 1,-&,7
including roads, ditches, etc.
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the rviston of Land
Resources? Yes No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking.
j. Have the facilities described in Item i. above
received state or local approval? )(IcS _
(Attach appropriate domnuntation) I
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).

1. Describe proposed drinking water supply source
/A g. well, community, pu lic system, etc.)
m. Will water be impounded?
If yes, how many acres? _
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded?
? Appl?j `or Proe 'Name I
`? Y?IsC --A a(., ?Iz-r Io3
signature a (J
51 ;?-l o
Date
Yes No
Revised 03/95
5
s
t5µ Fta'y-R?yR'[leo? l?. G
7 ?iN15?4 C;Q.;'t(? ? . J?
51T1t??; ??-'?'1?E ?- ?i?
M??tAt,?vrl. ?,
?,
C
Z
- _?
N
0
0
w
- ,- -41 - - ?- _jIIWVtwo
NOTES
01. AREA BY COORDINATES.
02. SURVEY PRECISION = 1, 10,000.
03. THIS SURVEY I5 OF AN EXI5TING PARCELCS.) OF LAND.
+ DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
04. FLOOD REPORTS
TH15 PROPERTY SCALED IN ZONE A-6 PER FLOOD INSURANCE RATE
MAP COMMUNITY 370072. PANEL NO. 0330-5. EFFECTIVE DATE, MAY 4. 1987.
TH15 PROPERTY DID SCALE IN THE 100-YEAR FLOOD WHERE BASE FLOOD
ELEVA7ION5 AND FLOOD HAZARD FAGTOR5 HAVE BEEN DETERMINED.
THIS REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED nRM.
05. UNDERGROUND ELECTRIC. TELEPHONE. CABLE T.V. UTILITIES TO DWELLING.
06. COMMUNITY WATER + SEWER SERVICE.
07. PROPERTY ADDRESS, HEART115IDE COURT.
08. ELEVATIONS BASED OF NGVD 29 DATUM. CRA MONUMENT 64.
htOf?T!-f1?1t?5T
CREEK
PLC"
L-
V /C/ N/7Y SKETCH

5A

?OF'
IARNA M.
p" ro
I
(LOT.2
4-4
z
z
4-
O
O
v
Q4
.q
O
w
N
a ? 4 Q
Q ,A
.1
11N?6U5
GS NGq?VA
??'pP9
vJ q
CLAT -r >
w` 1 .
LOTB )f?
-4
?
N?
z
i`.
°ROP05ED FILL AREA
17G3 sq. Ft
0.02 +/- acre
CLOT 5 ? ?'
,1111II11111`t
??? ??, C A j? p llfrr
tit ? ,Illufrurrt4 ?1. rf
Sj?+f yrf
EAL
3767
itl'11? 61
,,??rrrunr?I?''?,?
1 ??
rrD L
r/r1111I11
404 Y1ETLANTD
sU ovEY f
PLOT PLAN
FOR
LEGEND q
01. O = EXISTING IRON PIPE
02.0 = NEW IRON PIPE
03. R/W = RIGHT OF WAY
v
04. EIP = EXI5TING IRON PIPE
05. 5Q.FT. = SQUARE FEET
OG. 0 = P. K. NAIL
07.,& = NON MONUMENTED POINT
08. MBL = MINIMUM BUILDING LINE
Oct CIL = EXISTING CENTERLINE OF PAVEMENT
10. P/L = PROPERTY LINE
11. X-5.8' = EXISTING GROUND ELEVATION
12. O = WETLAND FLAG
V /C
AVE1 MEAN IWC
A
_; t'"- 14.30•
75"AREA £NWOtpeWAL
STAL
4e 11.0'
2? -.
+ I PROP05ED FILL AREA
,A 2.873 +/- sq.ft
17?• 0.07 +/- acres

GENTERLN£ - CENTERLINE
'TION OF HEARTHaVE + HARBOLRWE
K15TNG PAVEMENT + -

T
Towx ev_x??-?o
MM ZI ,'Zoo`ms
NUMBER TY40 TOMSHIP, GRAVEN COUNTY, NORTH CAROLIN,4.
REf 9RENCE: LOT 6, THE HAMPTONS, A PLANNED UNIT DEVELOPMENT, Rt 0RDED IN PLAT ZwUmT ,
CRAVEN COUNTY R ISMY. GATE: 2125/2009.
r,• .? wrr.• w? • • • -r i .wwwmi r, • IF • 1 V•
L ANO 5MVErINC7 - 51TE MAN OESI&N
ENVIRC?NM WAL FM WNIN& - - R 900V IAL. 40
NEYY DOW NC. 28561 `
505 5LAOSHTERHOUJSE ROAD L
JUN 12
GRAPHIC SCALE
20 40 80 180
( IN FEET )
1 inch = 40 ft.
LINE TABLE
LINE LENGTH BEARING
L1 18.22 N1742'03E
L2 24.38 539'5259'W
L3 22.65 543 23'39'W
L4 30.67 N14'48'42'W
L5 28.48 N48'21'29"E
LG 19.84 N33'46 53'E
L7 1.45 N45'33 28 E
L8 31.77 N145943 E
L q 39.71 N32 *17'35'E
L10 29.33 N444327'E
L11 24.36 N68'11'O8'E
L12 37.78 50553'08E
L13 38.36 517'55'13'W
L14 24.09 507'56 27'W
L15 34.79 518'01'49E
L16 31.16 565'33'40E
L17 31.95 5L3150'51 E
L18 28.11 50G'21'08E
L19 35.70 523'40'06'W
L20 45.16 S42-07'13E
L21 41.89 N22':54'13'W
L22 27.55 N26'32'40'W
L23 2.37 N08'54'13E
L24 25.46 N0621'08'W
L25 82.59 550'04'51 E
L26 183.89 N00'28'48V
L27 26.77 587'S0 '30'W
-90
vLD<T ' G??-??' tJLT " ( Awl Z`i
NOTE,
01. AREA BY COORDINATES.
02. SURVEY PRECISION - It 10.000.
03. THIS SURVEY IS OF AN EXISTING PARCEL(S.) OF LAND.
+ DOES NOT CREATE A NEW STREET OR CHANGE AN EXI5TING STREET.
04. FLOOD REPORT,
THIS PROPERTY SCALED IN ZONE A-6 PER FLOOD INSURANCE RATE
MAP COMMUNITY 370072. PANEL NO. 0330-B. EFFECTIVE DATEr MAY 4. 1887.
THIS PROPERTY DID SCALE IN THE 100-YEAR FLOOD WHERE BASE FLOOD
ELEVATIONS AND FLOOD HAZARD FACTOR5 HAVE BEEN DETERMINED.
THIS REPORT W NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM.
05. UNDERGROUND ELECTRIC. TELEPHONE. CABLE T.V. UTILITIES TO DWELLING.
06. COI.1KN Y WATER + 5EWER SERVICE.
07. PROPERTY ADDRE55r HEARTHSIDE COURT.
08. ELEVATIONS BASED OF NGVD 2q DATUM. CRA MONUMENT 64.
.Q, ?v NoG m?rKSr
PLO"
'%0'
Nov
qSE? I
Z
50' MrM•N.M BI.M.?IG LRV[LRV[
PER R£OORD PLAT
CLOT 2
N1
s.
I?
'ROP05ED FILL AREA
383 +/- 5q.ft-.?
CLOT ?? ??
/III11IIrrfft
N-? CARo"Itr
'1,??p?u?? qr4, ,?' ,?f
o?ESS?io,ff`,?'?' r
a, SEAL
-3767
r O„
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V/CINITY SKETCH
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MARINA DR.
L WE VARW CE
WITH
BACK TH15 r AR.
LEGEND q
01. • - EXISTING IRON PIPE Q
02.0 NEW IRON PIPE ?`-
03. R/W - RIGHT OF WAY
04. EIP - EXI5TING IRON PIPE U
05. 50.FT. = SQUARE FEET
06. 0 - P. K. NAIL
07. A - NON MONUMENTED POINT
08. MBL = MINIMUM BUILDING LINE
09. CIL = EXISTING GENTERUNE OF PAVEMENT
10. P/L - PROPERTY LINE
11. X-5.8' = EXISTING GROUND ELEVATION
12. O a WETLAND FLAG
e-
404 YVETLAND
5UR1/EY g?pS
$
PR -IMINAR PK CENTERLINE - CENTERLINE 46s G
PLOT PLAN WER5ECTION Of HEARTHS" + HARBOU WE 1=0R DRIVE EXISTNG PAVEMENT G
GRPOR/T=? MA\( 7?1
r LEE INC Q C2,d
TPW T0YYN5HIP, CRAVEN COUNTY, NORTH CAROLINA.
a. LOT b, THE HAMF'TONS, A PLANNED UNIT DEVELOPMeNT, Kzco ?D ffi
SRAO L. W17T ? ,• P. ?•
LAND SURVEYINC7 - SITE PLAN PW14SN
fW RONM9WAL PLANNO46 - C f-W L - REL 9MYTIAL. ' 40
NEVI BERN, NC. 28561
505 SLAU&HTERHOUSE ROAD
s'1? m-aq 12142
JUN Y 2 200
^ AVERAGE MEAN W.."
+y,,„ 4? ?"')s?4 WATER Lf•IE
-a1W? 1 r..r.- ?....... ---,
v-,
PROPOSED FILL AREA
1.747 +/- sq.ft
0.04 +/- acres

LINE TABLE
LINE LENGTH BEARING
LI 18.22 N17'42'03'E
L2 24.38 539'52 5q'W
L3 22.65 543'233q'W
L4 30.67 N14'48'42'W
L5 28.48 N48'212q'E
LG Iq.84 N33'4653'E
L7 1.45 N45'3328E
L8 31.77 N14'5q'43'E
Lq 3q.71 N32'1735'E
LIO 2q.33 N44 4327"E
L11 24.36 NG8'11'08'E
L12 37.78 505'53'08'E
L13 38.36 517'55'13'W
L14 24.Oq 507'5627'W
L15 34.7q 518'01'4g'E
L16 31.16 56533'40'E
L17 31.85 58150'51'E
L18 28.11 506'21'08'E
L1q 35.70 523'40'06'W
L20 45.16 542'07'13'E
L21 41.Sq N2254'13'W
L22 27.55 N2632'40'W
L23 2.37 N08'54'13'E
L24 40.00 550'04 51'E
L25 48.26 504'35'15'E
L26 183.89 NOO'2848'W
L27 26.77 587'50'30'W
GRAPHIC SCALE ?HC?SE f2AOCOK3.
MOVE DRIVE WAY
40 e0 C41ANG WETLAND FLL AREAS I
( IN FEET )
1 inch = 40 it. CA02624D
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F, Easley, Governor Donna D. Moffitt, Director Willia.'n G. Ross Jr., secretary
July 23, 2003 WETLANDS 1401 MoUp
Jt?,?
MEMORANDUM: NATERQUAMSEM
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Tom Bruno
Project Location: Craven County: Off NCSR 1600 at Lot # 6 Section 19 Hearthside Court in Fairfield
Harbour, near New Bern on Northwest and Spring Creeks.
Proposed Project: The applicant proposes to construct a single-family residence and driveway in
Section 404 wetlands within the Coastal Shoreline AEC.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
August 13, 2003. If you have any questions regarding the proposed project, please contact Tracey Wheeler
at [phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] Internet: www,nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50%Q Recycled \ 10% Post Consume, ra-er
4

DCM % DWQ %
Development Type FEE (14300 1601 435100093 1625 62531 (24300 1602 435100095 2341
1. Private, noncommercial
development that does not involve $250 100%($250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:
It. Public or commercial development
that does not involve the filling or $400 100%($400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B. C, or D
below applies:
III(A). For Private, non-commercial
develop ent, if Gen r ater Quali S 1 0%(S25 0%
Certifica No.330 (see a hed
e a plie
III(B): For public or commercial
development, if General water Quality $400 100%($400) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400
60%($240)
40% (5160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
General Water Quality Certification No. 3301 (see attached) $400 60%($240)
40% (5160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $475 60%($285) 40%(S190)
than one acre of wetlands and/or
open water areas:
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Tom Bruno
PROJECT NAME:
2. LOCATION OF PROJECT SITE: Off NCSR 1600 at Lot #6 Section 19 Hearthside Ct in Fairfield Harbour,
near New Bern on Northwest and Spring Creeks in Craven County, NC
Photo Index - 2000: 213-943 S:17 1995: 74-828 E:18
State Plane Coordinates - X: 2,608,000 Y: 485,700
Upper Broad Creek Quadrangle
GPS File # M070917B
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 9 July 2003
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 12 June 2003
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Craven County
Land Classification From LUP - Developed (Land),
(B) AEC(s) Involved: CS
(C) Water Dependent: No
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - Community Sewer
(F) Type of Structures: Existing - None
Planned - Single Family Residence
(G) Estimated Annual Rate of Erosion: None
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILI RD OT14F.R
(A) Vegetated Wetlands 2,130 ftz
(B) Non-Vegetated Wetlands
Creek Bottom
(C) Other 4,404 ftz
Uplands Filled and graded
W) 1 otal Area Disturbed: 6,534 tt` 0.15 ac
(E) Primary Nursery Area: No
(F) Water Classification: SB SW NSW Open: No
8. PROJECT SUMMARY: Propose to construct a single-family residence and driveway in Section 404 wetlands
within the Coastal shoreline AEC.
Tom Bruno
Craven County
Project Setting
The applicant owns a 0.53-acre lot off of NCSR 1600 at Lot 46, Section 19 Hearthside Dr at
the intersection of Spring and Northwest Creeks at Fairfield Harbour near New Bern in Craven
County, North Carolina. The property is an undeveloped residential lot. The high ground portion of
the property is vegetated with mixed pines, shrub species, catbrier, poison ivy, and myrtles. A
majority of the parcel has been delineated as Section 404 wetlands by the US Army Corps of
Engineers. There is an 8-25 ft wide border of coastal wetland species along the shoreline. This area is
dominated by Spartina cynosuroides with Juncus roemerianus scattered throughout.
The property to the northeast is also undeveloped, and is currently heavily wooded. The
shoreline is natural, and is vegetated with coastal wetland species. The neighboring property contains
Section 404 wetlands similar to those on the project property. Hearthside Court borders the property
on the southeast. The property to the southwest is developed with a single-family residence. A
wooden bulkhead protects the shoreline and there is a private pier with two slips adjacent to the
bulkhead. There is a manicured lawn on the landward side of the bulkhead with scattered beds of
landscape plants.
The project is located at the intersection of Spring Creek and Northwest Creek at the entrance
to the Fairfield Harbour canal system. Northwest Creek is classified SB SW NSW by the
Environmental Management Commission and is not open to shell fishing at this location.
Project Description
The applicant proposes to constrict a 50 ft by 35 ft single-family residence with an attached
garage and concrete driveway on the property. The house would be positioned 50 ft landward of the
coastal wetlands on the property, and 65 ft landward of the normal water level. The applicant
attempted to design the house to minimize impacts to wetlands while avoiding encroachment into the
EMC's 50 ft riparian buffer. The house could have been positioned landward of the 75 ft Coastal
Shoreline AEC, however, the applicant agreed to go through the Major Permit process in order to
reduce wetland impacts.
Anticipated Impacts
Construction of the house would result in the filling of 1,747 square feet of Section 404
wetlands. Installation of the driveway would fill 383 square feet of wetlands. As proposed, the
project would result in the filling and grading of 4,404 square feet of high ground. The project would
impact a total of 6,534 square feet. Approximately 6% of the Coastal Shoreline AEC would be
covered with impervious surface.
Tracey L. Wheeler - 21 July 2003
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name C a Y U n c?
Address la / U 13re d C(,, k- JCC
City[),Gu) ??°?/1 State nC
Zip 0 -to Day Phone'? ' &,3 -7 436-1
Fax t? i?
b. Authorized Agent:
2003
b. City, tow , commune?y or landmar L J r 1 J
c. Street address o second road numb?,er
d. Is proposed work within city limits or planning
jurisdiction? Yes _/ No
e. Name of body of wi?tppr nearest project (e.g. river,
creek, sound, bay) 1VOKJ--h jA2-e.S?- e?•Q-!,/?
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
Cava ion and/or filling actiV*'t;PC
tCI ?d or
_o.s O.Q ?Q -F
Named &h41 61-q(0P, 6r??? d p.-- I_ee_a
Address ()Oey Cy?u /G P'Z
City w_I-J &- ,/I State 6
?
Zip a0 J 60 Day Phone b. Is the proposed activity maintenance of an existing
project, new work, or both?/) /-LL) ctx"' le-
Fax
- Co3(-, -3-'2 2?r 3
c. Project name (if any) //4-
NOTE: Perrrdt *0 be issued in name of landowner(s), and/or
project nano.
2. LOCATION OF PROPOSED
PROJECT
a. County (Q, V Xn
c. Will th_ .project bey for public, private or commercial
use? C yQ
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
`5 e e c - rl
Revised 03/95

3d.
1. Purpose of project: Build a single-family residence.
2. Use of project: Private, residential.
3. Method of construction for project: Clear land with track hoe, fill with dump truck, grade
with dozer.
4. Daily operations for project: Supply equipment and manpower to carry out above
referenced work.
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract

b. Size of individual lot(s) ',53 0005>
c. Approximate elevation of tract above MHW or
NWL QYI -eS l' O"
d. Soil type(s) and texture(s) of tract
(,S2 to Ion MV601 l
e. Vegeta ion on tract y r-i o L
_P, o se-,
f. Man-made features now on tract g b h 4C
JU', :1 2 2003
m. Describe existing wastewater treatment facilities.
n., Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" apd residential dischar es.)
o. Describe existing drinking water supply source.
5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (Consult the local land use plan.) following items must be submitted:
Conservation Transitional
Developed Community
Rural Other
h. How is the tr c/at ?Toned by local ove,en ?
i. Is the propoLe project consistent with the applicable
zoning? ?-I- Yes No
(,mach toning compliance certificate, if applicable) •
Has a professional archaeological assessment been
done for the tract? Yes ? No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or e1gible property?
Yes t No
Are there wetlands on the site? ? Yes - No
Coastal (marsh) r/ Other _L/,"'
If yes, has a delineation been conducted??
(Antach documentation, if available)
A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03/95
Form DCM-W-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been rovided.
Name -t r l
Address
Phone " C
Name C d C(
Address U
Phone
aai
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
14,
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
j u m ? `4 2.003
6. CERTIFICATION AND PERNUSSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is they day ofd, a1(?3
Print Name d (l 01•
Signature
s
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
91003
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, nits or
?tructure roposed Qn 1 !1!JI PQ ?7'1 ?l{
b. Number of lots or parcels C? nP"
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environm jital Management for review?
Yes V No
If yes, date submitted
i. 9pcribe proposed Tethod of sewage ddosal.
[?oMrn cth i u»l C?Sn,
c. Density (give the number of residential units and the
units per acre)(, /161 - ??p? •!3??
QnirpS
Size of area to be graded, filled or disturbed
including roads, ditches, etc. ae 1"ea s
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the rvision of Land
Resources? Yes No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
"/
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking.
Have the facilities described in Item i. above
received state or local approval?
(A=ch appropriate documentaliorn)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).

1. Describe proposed drinking water supply source
g. well, community, pu lic system, etc.)
m. Will water be impounded? Yes No
If yes, how many acres?
If the project is a oceanfront development, when
was the lot(s) platted and recorded? n-
Q 4r 61 I l P)rZ-r G
Appl t?o?r Pro a Nam/e
lO r?
Signature a U .
5
Date
Revued 03/95

,:4_, _?
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,,,?,,,?,,,_,. ..:a?uZl.?'"'.?•.?+nt'1??-s^'•?;' i•?.,..c ,?.-c ??p•?T{??+rrro"p'r. ?.rs.--,+'"?'"traxt?'' ::?:?"'t^.Y?"t? . e'er ^;
NOTE' Y 1? s'I ?I
01. AREA 'J)' GOORDINATE5.
02. 5URVEY l ,Qt:OI510N = 1: 10-000-
03. TH15 VEY 15 OF' AN LEXISTING PARGE:_(5.) OF LAND.
+ DOE5r .?T CREATE A NEW 5TREET OP CMANGE AN EXISTING 5TREE1.
04. FLOOD K-PORT!
Till-", "KC.-.TRTY 504LED IN ZONE A-6 F-_R FLOOD IN5URANGE RATE Goo \ o?'
MAP Of; ;UNITY 370072. PANEL NO. 0330•-B. EFFECTIVE DATE' MAY 4. 1cI87. 19°9 ,cool ??`'
T111,1 'I:'. .'t.RTY DID 5GALE IN THE 100-','EAR FLOOD WHERE BA5E FLOOD 2? `APP \cn??n;>. Gr. ;
ELEV.'TL!';5 AND FLOOD HAZARD FAGTC,5 HAVE BEEN DETERMINED. i oS? 0v~' ??? 5
TM15 IN NO WAY 5UPER5EDE5 TrfE ABOVE REFERENCED FIRM. ( pJ
05. UNG?i:GI:(")UND ELECTRIC. TELEPHONE. C45LE T.V. UTILITIE5 TO DWELLING.
ti
06. GO! i. ;l lr . 'i WATER 4- SEWER SERVICE.
07. PRC 1 I_F: 1 r" ADDRE551 MEARTH5I0E COURT. ?; ?E til•
08. ELL?'111,_;IS BA5E0 OF NGVO 29 DATUM. GRA MONUMENT G4. C?1
I Qq.
NOS
GJ?? y0P S? hU 54 CT.
FLO^
I q,
50,
"'ON uwt E?°h?v4
CLOT 2
a ; 14 75"AREA ENVIRONMENTAL
CONCERN. GOA5TAL AREA
MANAGEMENT AGENrY
11.0'
A?rn
:L
PROPOSED FILL AREA
2.873 +/- 5q,.rt
fi ,1?• 0.07 +/- acres
5KETCH,
A '`;
a.
!C??v`?Ju00
?OtZAZ Q
si•v-?<czn
Q7Q?tpt
O v) cLy LA_
??
a4v,4a:E
NQS) 4a0 Y
tL 1J) Q4-C-
V 0 3 4-1 U z w
S?OQ
QpQ ?v?
4 uQ?4'r.. Qti
`n?wQ
Uw ?
ti?NZ°C?'r
cu or Z L5 ?-
vdncat??u?
v__ UZI
(1-07 -7 o:al
I? O
Lla
PROPC>5L"";: ; ?I_L AREA'.
qG3 a,. Sq I°t
0.02 +, acre??/
AVERAGE MEAN HIGH
LZ L3 TER4_Tlwl.A
Gl L 5 ,Y i 6 i'- 1450'
Wv?
o•v
` AL
\\r Cj
LEGEND
01. ®= EXISTING IRON PIPE v
02. 0 = NEW IRON PIPE
03. R/V/ = RIGHT OF WAY c?
04. EIP = EXISTING IRON P, E U
05. 50.FT. = SQUARE FEET
O,o. Q = P. K. NAIL
07. Q _ NON MONUMENTED POINT
08. MDL = MINIMUM BUILOIN; LINE
Ocl. GIL = EXISTING CENTERLINE OF PAVEMENT
10. P/L = PROPERTY LINE
11. X-5.8' = EXI5TING GROUND ELEVATION
12. Cl - WETLAND FLAG
LINE
1_]
--`? L2
L3
? j
NA
ti
r ??y -j -„^ 'i , II Q`?? GENTERLNE - GENTERLNE \
PLOT ; LAN 9JTERSEGTION Of N.:ARTHS(DE + HAKBW,,%?Or
r DRIVE EXI5TNG PAV:_MLNT 4
}3RYD6?; : ,? LBO rN?:OR?=OAT--- ?-?. _ '' __
NUMBI=R TYCO TONINSHIP, CRAVEN OCUNTY, NOf?-TH CAROLINA.
REFEqMNGE: LOT 6, THE HAMF701\15, A Pl,"INNE0 UNIT VEVELOPMENT, REG01_'-G IN
0Q, -VEN C,- 7UNTY REG15T'F.Y. -----
E3Rr?D 1... SUITT SOG.•_'F. A. ! GRtiPHI(
LAN17 5-URVEYIN& - 5 i"L PLAN r.:'•F516N
Eli VIRONMFTl7raL Pl.r4NNM6 - ?.o,yfMERG!/kL - ; :E5VEN71AL ao o zo ao
NEYY BERN, NC. 28561
,95 `31_AUGHTERH0U.;3i ROAD
SCALE
P.013. 1214.2 ( IN FELT )
(252635•-3?c {3 1 j 1 1 inch = 40 1- 1

NOTL,
01. AREA BY COORDINATES.
02. SURVEY PRECI5ON - Is 10.000.
03. TM15 SURVEY 15 OF AN EXISTING PARCEL (5) OF LAND.
4- DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
04. FLOOD REPORT,
THIS PROPERTY SCALED IN ZONE A-G PER FLOOD INSURANCE RATE
MAP COMMUNITY 370072. PANEL NO. 0-30-B. EFFEGTIVE DATE, MAY 4. 1987.
THIS PROPERTY DID SCALE IN THE 100-T'EAR FLOOD WHERE BASE FLOOD
ELEVATIONS AND FLOOD HAZARD FACTORS HAVE BEEN DETERMINED.
THIS REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM.
05. UNDERGROUND ELECTRIC. TELEPHONE. CGBLE T.V. UTILITIES TO DWELLING.
06. COMMUNITY WATER + SEWER SERVICE.
07. PROPERTY ADDRESS, HEARTH51DE COURT.
08. ELEVATIONS BASED OF NGVD 29 DATUh!. CRA MONUMENT 64. L- NORTHAE-57
FLOW
50-
NONNLf5
ANC
50' mt"-M &xbNG LNG
PER RECORD PLAT
AVERAGE MEAN HIGH
WATER LN£
t5 W I.6 ?N ?" 14.5p
r9 ?-'1
9S?
cq
off,
ss?.
-AN
?. o ter, c
-Ell
PT'. \
MARNA OF.
?Oq
O? ? O
Vy CONCERN COASTAL ARfA
t? 1a MANAGEMENT AGENCY 114510E 10'
j 0 G f,? ?? I mm" BUDLNGSIDE Lv
Z3 CLOT 2 ) ti? P,0• Oy?o?o 7.0 n . SETBACK LNf Z
VARIANCE REOURED.
"f I pQ 0 1 .O 1.8 ! I NOT NGLUIWG OVERHANG --// t
8.9 WH" WILL REOURE VARIMJGE
N N, F_ r 4rnl- -- ON BOTH 5Dr5 WUH
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01. 0 = EXISTING IRON PIPE
02.0 NEW IRON PIPE _
03. R/W - RIGHT OF WAY
W
04. EIP =EXISTING IRON PIPE U
05. 50.1"T. = SQUARE FEET
OG. A = P. K. NAIL
07. Q. = NON MONUMENTED POINT
08. MBL = MINIMUM BUILDING LINE
09. OIL = EXISTING GENTERLINE OF PAVEMENT
10. P/L = PROPERTY LINE
11. X-5.8' = EXISTING GROUND ELEVATION
12. C1 = WETLAND FLAG
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NUMBER TYPO TONWSHIP, CRAVEN COUNTY, NORTH CAROLINA.
REFERENCE: LOT 6, THE HAMP7ON5, A PLANNED UN17 DEVELOPMEN'T', REC0RDE7 It,
CRAVEN COUNTY RE615TRY.
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LINE TABLE
LINE LENGTH BEARING
L1 18.22 N17'42'03'E
L2 24.38 539'5259'W
L3 22.65 543'23'39"W
L4 30.67 N14'48'42'W
L5 28.48 N48'21'29'E
LG 19.84 1433'46'53"E
L7 1.45 N45"3328'E
L8 31.77 N14'5943E
L9 39.71 N32"17'35E
LIO 29.33 N44'43'27"E
L11 24.36 NG8'll'08"E
L12 37.78 505'53'08'E
L13 38.36 517'55'13'W
L14 24.09 507'5G'27'W
L15 34.79 518'01'49'E
L1G 31.16 5G5'33'40'E
L 17 31.95 581'50'51 'E
L18 28.11 506'21'O8'E
L 19 35.70 523'40'06 "W
L20 45.16 542'07'13'E
L21 41.89 N22-54.13-W
L22 27.55 N26'32'40'W
L23 2.37 N08'54'13'E
L24 40.00 550'04'51'E
L25 48.2G 504'35'15'E
L2G 183.89 NOO'28'48"W
L27 2-6.77 587'50'30'W
1.
DATE: 22512003.
BACK
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NEN BERN, NC. 243,561
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P.O.B. 12142 4 ( IN FEET )
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WQC #3402
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBERS 18 (MINOR DISCHARGES)
39 (RESIDENTIAL, COMMERCIAL AND INSTITUTIONAL DEVELOPMENTS),
41 (RESHAPING EXISTING DRAINAGE DITCHES), 42 (RECREATIONAL FACILITIES),
43 (STORMWATER MANAGEMENT FACILITIES) AND 44 (MINING ACTIVITIES),
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 213 .0200 for
the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are not
a part of the surface tributary system to interstate waters or navigable waters of the United States
(i.e., isolated wetlands) as described in 33 CFR 330 Appendix A (B) (18, 39, 41, 42, 43 and 44) of
the Corps of Engineers regulations (i.e., Nationwide Permit No. 39) and for the Riparian Area
Protection Rules (Buffer Rules) in 15A NCAC 213 .0200. This Certification replaces Water Quality
Certification Numbers 3106 and 3108 issued on February 11, 1997, and Water Quality
Certification Number 3287 issued on June 1, 2000 and Water Quality Certification Number 3362
issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-authorizes
Nationwide Permits 18, 39, 41, 42, 43 or 44 or when deemed appropriate by the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
• Streams - Impacts to streams as determined by the Division of Water Quality shall be
measured as length of the centerline of the normal flow channel. Permanent and/or
temporary stream impacts shall be enumerated on the entire project for all impacts
regardless of which 404 Nationwide Permits are used. Stream relocations and
stream bed and/or bank hardening are considered to be permanent stream impacts.
Any activity that results in a loss of use of stream functions including but not limited to
filling, relocating, flooding, excavation, dredging and complete shading shall be
considered stream impacts. Enumeration of impacts to streams shall include streams
enclosed by bottomless culverts, bottomless arches or other spanning structures
when a 404 Permit is used anywhere in a project unless the entire structure
(including construction impacts) spans the entire bed and both banks of the stream,
is only used for a road, driveway or path crossing, and is not mitered to follow the
stream pattern. Impacts for dam footprints and flooding will count toward the
threshold for stream impacts, but flooding upstream of the dam will not (as long as no
filling, excavation, relocation or other modification of the existing stream dimension,
pattern or profile occurs) count towards mitigation requirements. Any filling,
excavation, relocation or other modification of the existing stream (other than
flooding) must re-establish the same dimensions, patterns and profiles of the existing
channel (or those of a stable reference reach if the existing channel is unstable) to
the maximum extent practical.
• Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall
be measured as area. Permanent and/or temporary wetland impacts shall be
enumerated on the entire project for all impacts regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of wetland functions
including but not limited to filling, excavating, draining, and flooding shall be
considered wetland impacts. Enumeration of impacts to wetlands shall include
activities that change the hydrology of a wetland when a 404 Permit is used
anywhere in a project.
WQC #3402
• Lakes and Ponds - Impacts to waters other than streams and wetlands as
determined by the Division of Water Quality shall be measured as area. Permanent
and/or temporary water impacts shall be enumerated on the entire project for all
impacts proposed regardless of which 404 Nationwide Permits are used. Any activity
that results in a loss of use of aquatic functions including but not limited to filling and
dredging shall be considered waters impacts.
Application Thresholds - Stream, wetland and water impacts that exceed any of the
thresholds below require a complete application and written concurrence to use this
Certification:
• Total stream impacts of greater or equal to 150 cumulative feet of stream length for
the entire project require written notification to and approval by the Division of Water
Quality, and/or
• Impacts to waters of equal to or greater than 1/3 of an acre require written notification
to and approval by the Division of Water Quality, and/or
• Wetland impacts of greater or equal to 1/3 of an acre east of 1-95 and 1/10 of an acre
west of 1-95 require written notification to and approval by the Division of Water
Quality except as specified below. Any impacts to wetlands adjacent to waters
designated as ORW, SA, WS-I, WS-11 or Trout or are designated as a North Carolina
or National Wild and Scenic River and wetlands classified as SWL and/or UWL as
well as wetlands described in 15A NCAC 2H .0506 (e) require a complete application
and written concurrence from the Division of Water Quality to use this Certification. `1
These thresholds apply for the entire project regardless of the number of Nationwide
Permits applicable to the Certification that are issued by the USACE for the project; s? ?Q
• Written notification to DWQ is required for all applications that propose to use Qq).
Nationwide Permit 18. This notification requirement will be satisfied by providing two
(2) copies of the PCN form to DWQ at the same time that the PCN form is sent to the
US Army Corps of Engineers. A formal application and fee is not required unless ?'>>
DWQ decides that an Individual Certification will be required for the project. In this
case, the applicant will be notified in writing from DWQ within 30 days of the receipt
of the written notification.
• Proposed fill or substantial modification of any amount of wetlands classified in
accordance with 15A NCAC 213 .0101(e)(7) as Unique Wetlands (UWL) shall require
written concprrence from the Division of Water Quality;
2. Impacts trea length in the Neuse, Tar-Pamlico or Randleman River Basins (or
any other majo ' asins with Riparian Area Protection Rules [Buffer Rules] in effect at
the time of application) requires written concurrence for this Certification from DWQ in
accordance with 15A NCAC 28.0200. Activities listed as "exempt" from these rules do not
need to apply for written concurrence under this Certification. New development activities
located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not)
within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within
and constructed in accordance with 15A NCAC 2B .0200. All new development shall be
located, designed, constructed, and maintained to have minimal disturbance to protect
water quality to the maximum extent practicable through the use of best management
practices;
3. Irrespective of other application thresholds in this General Certification, all impacts to
perennial waters and their associated buffers require written approval from DWQ since
such impacts are allowable as provided in 15A NCAC 2B. 0212 (WS-1), 213.0213 (WS-II),
2B .0214 (WS-III) and 2B .0215 (WS-IV). Only water dependent activities, public projects
and structures with diminimus increases in impervious surfaces will be allowed as outlined
in those rules. All other activities require a variance from the delegated local government
and/or the NC Environmental Management Commission before the 401 Water Quality
Certification can be processed. In addition, a 30 foot wide vegetative buffer for low
density development or a 100 foot wide vegetative buffer for high density development
WQC #3402
must be maintained adjacent to all perennial waters except for allowances as provided
under the Water Supply Watershed Protection Rules. For the purposes of this condition,
perennial waters are defined as those shown as perennial waters on the most recent
USGS 1:24,000 topographic map or as otherwise determined by local government
studies;
4. Additional site-specific stormwater management requirements may be added to this
Certification at DWQ's discretion on a case by case basis for projects that have or are
anticipated to have impervious cover of greater than 30 percent. Site-specific stormwater
management shall be designed to remove 85% TSS according to the latest version of
DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters Jr), high quality waters (HQW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bio-retention areas,
and ponds followed by forested filter strips (designed according to latest version of the NC
DENR Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan when a site-specific stormwater management plan is
required.
For streams classified as Water Supply, High Quality Waters and Outstanding Resource
Waters, post-construction, on-site stormwater management shall be required as
appropriate and as outlined in 15A NCAC 2B .0104(m) and 2H .1000 to .1007,
respectively, in addition to that required in this General Certification.
Alternative designs may be requested by the applicant and will be reviewed on a case-by-
case basis by the Division of Water Quality.
Approval of stormwater management plans by the Division of Water Quality's other
existing state stormwater programs including appropriate local programs are sufficient to
satisfy this Condition as long as the stormwater management plans meet or exceed the
design requirements specified in this condition. This condition applies unless more
stringent requirements are in effect from other state water quality programs.
• Unless specified otherwise in the approval letter, the final, written stormwater
management plan shall be approved in writing by the Division of Water Quality's
Wetlands Unit before the impacts specified in this Certification occur.
• The facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site,
the facilities (as approved by the Wetlands Unit) shall be constructed and operational,
and the stormwater management plan (as approved by the Wetlands Unit) shall be
implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as
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.
5. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but
also intermittent stream impacts that require application to DWQ in watersheds classified
as ORW, HQW, Tr, WS-1 and WS-II unless the project is a linear, publicly-funded
transportation project, which has a 150-foot per-stream impact allowance;
6. In accordance with North Carolina General Statute Section 143-215.3D(e), any
application for a 401 Water Quality Certification must include the appropriate fee. If a
WQC #3402
project also requires a CAMA Permit, one payment to both agencies shall be submitted
and will be the higher of the two fees;
In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be
required for impacts to 150 linear feet or more of streams and/or one acre or more of
wetlands for an entire project. For linear public transportation projects, impacts equal to
or exceeding 150 feet per stream may require mitigation. In addition, buffer mitigation
may be required for any project with Riparian Area Protection Rules (Buffer Rules) in
effect at the time of application for buffer impacts resulting from activities classified as
"allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require
a variance under the Buffer Rules. A determination of buffer, wetland and stream
mitigation requirements shall be made for any Certification for this Nationwide Permit.
The most current design and monitoring protocols from DWQ shall be followed and written
plans submitted for DWQ approval as required in those protocols. When compensatory
mitigation is required for a project, the mitigation plans must be approved by DWQ in
writing before the impacts approved by the Certification occur, unless otherwise specified
in the approval letter. The mitigation plan must be implemented and/or constructed before
any permanent building or structure on site is occupied. In the case of public road
projects, the mitigation plan must be implemented before the road is opened to the
travelling public. Please note that if a stream relocation is conducted as a stream
restoration as defined in The Internal Technical Guide for Stream Work in North Carolina,
April 2001, the restored length can be used as compensatory mitigation for the impacts
resulting from the relocation;
8. For any project involving re-alignment of streams, a stream relocation plan must be
included with the 401 application for written DWQ approval. Relocated stream designs
should include the same dimensions, patterns and profiles as the existing channel (or a
stable reference reach if the existing channel is unstable), to the maximum extent
practical. The new channel should be constructed in the dry and water shall not be turned
into the new channel until the banks are stabilized. Vegetation used for bank stabilization
shall be limited to native woody species, and should include establishment of a 30 foot
wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated
channel to the maximum extent practical. A transitional phase incorporating coir fiber and
seedling establishment is allowable. Also, rip-rap, A-Jacks, concrete, gabions or other
hard structures may be allowed if it is necessary to maintain the physical integrity of the
stream, but the applicant must provide written justification and any calculations used to
determine the extent of rip-rap coverage requested. If suitable stream mitigation is not
practical on-site, then stream impact will need to be mitigated elsewhere. Please note
that if a stream relocation is conducted as a stream restoration as defined in The Internal
Technical Guide for Stream Work in North Carolina , April 2001, the restored length can
be used as compensatory mitigation for the impacts resulting from the relocation;
9. Placement of culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts including open bottom or bottomless arch culverts and
other structures including temporary erosion control measures shall not be conducted in a
manner that may result in aggradation, degradation or significant changes in hydrology of
wetlands or stream beds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested to do so in writing by DWQ. Additionally, when roadways,
causeways or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges must be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
aggradation, degradation or significant changes in hydrology of streams or wetlands;
WQC #3402
10. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
11. All sediment and erosion control measures placed in wetlands and waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
12. That additional site-specific conditions may be added to projects proposed under this
Certification in order to ensure compliance with all applicable water quality and effluent
standards;
13. Measures shall be taken to prevent live or fresh concrete from coming into contact
with waters of the state until the concrete has hardened;
14. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
15. If this Certification is used to access building sites, all lots owned by the applicant must be
buildable without additional fill beyond that explicitly allowed under other General
Certifications. The applicant is required to provide evidence that the lots are buildable
without requiring additional impacts to wetlands, waters or buffers if required to do so in
writing by DWQ. For road construction purposes, this Certification shall only be utilized
from natural high ground to natural high ground;
16. Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These
mechanisms shall be put in place within 30 days of the date of issuance of the 401
Certification letter or the issuance of the 404 Permit (whichever is later). A sample deed
notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/newetlands . DWQ shall be sent copies of all deed restrictions
applied to these lots;
17. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;
18. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 18, 39, 41, 42, 43 or 44,
whichever is sooner.
WQC #3402
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for Individual Certification for any project in this category of activity that
requires written concurrence under this certification, if it is determined that the project is likely to
have a significant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 2003
DIVISION OF WATER QUALITY
By
Alan W. Klimek, P.E.
Director
WQC # 3402