20090080 Ver 2_More Info Received_20091214

-ALMG
LAND MANAGEMENT GROUP INC.
-00 = Environmental Consultants
December 10, 2009
TO: Mr. Ian McMillan
NC Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699
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DENR - WATER QUALCfY
WETLA,ND5 AND v,CNVtATER 8-VNCH
RE: Additional Information: Pamlico #12 Tract (aka Spring Creek Tract)
Pamlico County, NC
DWQ Project 909-0080
Dear Ian:
Thank you for your letter dated December 9"', 2009 in which you request additional information
about the IP application submitted for the Pamlico 12 Tract. Enclosed are two sets of the site
plan on full plan sheets at a scale of 1 "=100'. A CD of the site plan is also enclosed. Please note
that coastal wetlands were only flagged near areas to be developed, not across the entire 1,257-
acre site. Therefore, riparian buffers are only shown in these areas (Sheets 2 and 5). Additionally,
specific topographic elevations have not been identified across the entire site. However, some
elevations for the roadway and upland islands were gathered by the project engineer and are
shown on the engineered design plans, submitted in July of 2009. They are submitted here again.
I hope this information adequately addresses DWQ's concerns. Please contact me if you have
any additional questions. Thank you for your assistance with this project.
Sincerely,
i
Kim Williams
Environmental Scientist
Encl.
C: Ms. Tracey Wheeler, ACOE- cover letter only
Mr. Roberto Scheller, DWQ
Mr. Stephen Rynas, DCM- cover letter only
Mr. Ken Williams
Mr. John Thomas, Thomas Engineering, PA
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

WhORTON5VI LLE
ROAD (5R 1327)
(foRM. EX1 ?11f?1t
F C ? AD?I?' ?? `'S
OVERALL 51TE
BOUNDARY
OWNER/DEVELOPER
SPRING CREEK LAND ? TIMBER. LLC
3313 US HIGHWAY 70 EAST
NEW BERN, NC 28560
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COVER
ROADWAY SECTION PLAN5 for
5PR1 NG CREEK
# 2 PAMLICO COUNTY NOM I CAROLINA
TIHOMAS ENGINEERING, PA
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CIVU, LNGINEEI,'IN(z.I,AND nl.vrL.oi>?1rvT.llr:o.Ir(°r ?InN,?c;ICnr?:NT
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BERN, C. 223563
, 0. BOY 1307, A
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01I: 25-1.637.22727 FAX: [phone]
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5000' DATE
SCALE
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,
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:
PROJECT #: 2006-018 SHEET: i of 6
VICINITY MAP
I "= 5000'
GEN ERAL NOTES
I . THESE PLANS ARE MEANT TO SUPPLEMENT PLANS PREPARED BY LAND MANAGEMENT GROUP, INC. WITH
THE FOLLOWING INFORMATION: PROJECT: PAMLICO #12, JOB NUMBER 0 I -04-344, ORIGINAL DATE
12-30-08.
2. THESE PLANS ADDRESS IMPACTS TO WETLAND PORTIONS OF THE PROPOSED PROJECT ONLY AND DO NOT
ATTEMPT TO ADDRESS IMPACTS TO UPLAND REGIONS OF THE PROPOSED PROJECT.
3. AERIAL IMAGES AND 501L MAPPING AS SHOWN HEREIN WERE PROVIDED BY LAND MANAGEMENT GROUP,
INC. AND SHOULD BE USED FOR CONCEPTUAL PURPOSES ONLY.
4. TOPOGRAPHIC INFORMATION INCLUDED HEREIN IS FROM DATA PROVIDED BY THE NORTH CAROLINA
FLOODPLAIN MAPPING PROGRAM.
5. GRADE AND STORM DRAIN ELEVATIONS SHOWN HEREIN ARE APPROXIMATE AND ARE TO BE FIELD
VERIFIED.
G. CONTRACTOR SHALL BE RESPONSIBLE FOR DISCOVERY OF EXISTING UNDERGROUND INSTALLATIONS, IN
ADVANCE OF EXCAVATING, BY CONTACTING ALL LOCAL UTILITIES AND BY PROSPECTING.
7. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING AROUND ALL EXISTING UTILITIES AND
SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DISRUPTION OF SERVICES TO CUSTOMERS.
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
9. THE WORK AREA SHALL BE GRADED, SHAPED, AND OTHERWISE DRAINED IN SUCH A MANNER AS TO
MINIMIZE SOIL EROSION AND SILTATION OF DRAINAGE CHANNELS, DAMAGE TO EXISTING VEGETATION,
AND DAMAGE TO PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA.
10. TEMPORARY SILT FENCE LOCATIONS ARE TO BE DETERMINED BY THE ENGINEER THROUGH ON SITE
INVESTIGATION PRIOR TO CONSTRUCTION ACTIVITIES.
1 1. PROVIDE A PERMANENT GROUND COVER ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLWOWING
THE COMPLETION OF GRADING.
COPYRIGHT © 2009 BY THOMAS ENGINEERING, P.A.
ALL RIGHTS RESERVED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH REMAIN THE PROPERTY
OF THOMAS ENGINEERING, P.A. NEITHER THIS DOCUMENT NOR ANY PART OF THIS DOCUMENT MAY BE REUSED,
REPRODUCED, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING BY
NOT LIMITED TO PHOTOCOPYING, MICROFILMING AND RECORDING, OR BY ANY INFORMATION STORAGE AND
RETRIEVAL SYSTEM, WITHOUT PERMISSION 15 WRITING FROM THOMAS ENGINEERING, P.A.
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NOTES
ROADWAY SECTION PLANS for
SPRING CREEK
HIP 2 PAtvlIC0 COU M NORT I' CAROUNS;

CIVIL P\(.IIVIZ13I?I (:•LA\D DFtTLOP?iI \'1'•YROJI I"1' \1A\AGI.\il':V'I'
P. O. Box 1309. New Bern, NC, 28563
%vla,iv.'f hon)as Engi neeringPA.com
Off 252.637.2727 Fax: [phone]
SCALE
N.T.S.
PROJECT #: 2006-018
DATE: 7. 13.09
SHEET: 2 of 6
_ rAPHIC 5CALf
i.
Uplands H N
-
Coastal Wetlands -
?. ?-_ Uplands
? r1N.. `.
Coastal wetland -- l1
.40I- CS 5m
Uplands --# r
5k
404 \Netlands 404 Wetlands

?,tilit,,,rrt,
INF
p ......... Exlsting Roadway Impacts
of {
o I??
AL '?
10147 =
a
- 2.89 ac
(to be improved)
Yo
Proposed Roadway Impacts
`-
404 w\`land5 0- v
C5 ,?
Ex. Roads -
AERIAL5 ? 501L5
ROADWAY SECTION PLANS for
SPRING CREEK
# 2 PAMLICO COUNTY

NORTH CAROLINA ?
THOAIAS ENGINEERING, PA
CTVII. f \r;7\Tl;la:tN(;+LA1?]`) 1)L\-I LOPl\IPKT+P120.IP('7` NlANA(',VMENT
P. 0. BOX 1.301), NEW BERN, NC, 28,163
7110\1 ASEM. ENE RINGPA.CONI
OFF 2i2.(,3 'i27 FAX: [phone]
--DATE: 7. 3.09
SCALE: I ": 10001
PROJECT #: 2006-018 5HEET: 3 of 6
Uplands -1
'f1
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r

Uplands
" Coastal Wetlands -?:
Coastal Wetland
t,
Uplands?'E_--- --
Lh- W
Uplands
Topocyaphlc Elevations
Number Min. Elev. Max. Elev. Color
1 -2.=}' 0.5'
2 0.5' 0.9' 1 ?
3 '.1'

G 1 .5' 1 .7'
7 1.7
g 1.9` 2.1'
9 2. 1 ' 2.5' 4_!
10 2.5' 5.2' I
Ex15ting Roadway Impacts
2.89 ac
(to be improved)
yr.. Y. a^'ilyrC F
Proposed Roadt.ray Impacts
0.90 ac
; w - 404 Wctland5 1'
Note: Corrugated Plastic Pipe (CPP), for wetland equalization,
are representative only and do not depict actual lengths.
Ex. Roads GRAPHIC SCALE
1300 O 80.7
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I'?II,Illlit•`
ROADWAY PLAN * TOPOLOGY
ROADWAY SECTION PLAN5 for
SPRING CREEK
IP :: 2 PAMLICO COUNTY WORTr CAROLINA.
THOMAS ENGINEERING, PA
CIV'I1, P\l11NEFRINC GLAND 1117V'J?L(1]'\47?A'L'•PI:O.TE("!' \IAVAGI.AO;)1V'P
11. 0. BOX 1+309. NEW- BERN, NC, 28563
1V\?`11'.'I'I1O\I:151.Nl:lNI?]I?]I:IVC:1'A.C:O\I
OOP 252,637.2737 PA_X 252.0313.3448
SCALE: 1 ":800'
PROJECT {l: 2000-0 i
DATE: 7.13.0'3
SHEET: 4 of 6
44' TOTAL (TYP.)
7' 4' 2 2' I

SHLD 8" CABC { 1 /4 'TT) SHLD

FULLY STABILIZED TYPICAL SECTION FULLY STABILIZED
P5RM WHERE NECE55ARY
PSRM WHERE NECESSARY ------- -- ---- -
(APPLIES TO ALL ROADS)
18" Mli?. COVER
44' TOTAL (TYP.)
7' 4' 22'
4'
7'
SHLD 8" CABC. (1/4"iff) SHLD
77.

FULLY STABILIZED SECTION A-A FULLY STABILIZED
P5R1vl WHERE (NECESSARY - - PSRM WHERE NECESSARY
(TYPICAL PIPE CR0551NG)
>>tlI7I]]Ifjtt
`l?,'?G I NF?``?r
r TYPICAL SECTIONS

H - _ ROADWAY 5ECT1 ON PLAN5 for
=,Z $= SPRING CREEK

*i`?ti TO\1,1I45HIP # 2 PANALICO COUNTY NORTH CAROLINA
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L I'. 0. 13OX 1:309. NEAV BERN, NC. 28.168
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ft''"IrI"''? PROJECT #: 2000-018 SHEET: 5 of 6
V.AKIE5 A5 DIRECTI-D BY DIGINIff,
10, t"IM11"lum GENERAL NOTES:
TOP 5TRAtdD
IU GAUGE MIN. I . WIRE SHALT- BE A MINIMUM OF 32" IN

14 LIFIE'i.'IRES WIDTH AND SHALL HAVE A i,11Nli.liUfv; OF G
12-1/2 GAUGE MIN. LINT WIRES WITH I Z" STAY SPACING.

, BO 70h4 5T?AI1D 2. FILTER FABRIC SHALL BE A btlNltvlUtvl

111
11
1-
1
Wil 10 GAUGE MIN. OF 30" IN WIDTH AND SHALL BE FASTENED
11,
1
1
11 l
ADEQUATELY TO THE WIRE AS DIP.E -TED
BY THE ENGINEER.
f ILL SLOPE- 3. STEEL P05T5 SHELL BE 5' IN HEIGHT
AND SHALL BE OF THE 5ELF-FA.5TENER

'UID LINE ANGLE STEEL TYPE.
}. WOOD POSTS SHALL BE A, k/lINIMUlv1
OF G' IN HEIGHT AND 3" OR MORE IN
DIAIv1ETER. WIRE FABRIC SHALL BE
FASTENED TO WOOD POSTS IVITH NOT
WIPE LE55 THAN #5 WIPE STAPLES 1-1,12" -ONG.
Y 51LT FENCE
ROADWAY * EROSION CONTROL DETAILS
SECTION
PLAN
DETAIL EC2 - PIPE OUTLET PROTECTION
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{ 18") A A FILTER BLANKET
GENERAL NOTES
I . La 15 THE LENGT H OF THE RIPW APRON.
2. J= 1 .5 TIMES THE MAXIMUM 5TONE DIAMETER BUT
NOT LESS THAN o"
3. IN A \1dELL-DEFINED CHANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO AN ELEVATION OF G"
ABOVE THE N4'YI1 AU1v1 TAILWATER DEPTH OR TO THE
TOP OF THE BANK, Vv'HICHEVER 15 LESS.
4.A FILTER BLANKET OR FILTER. FABRIC 5110ULD DE
INSTALLED EETIA" EN THE RIPRAP AND SOIL FOUN-
DATION.
ROADWAY SECTION PLANS for
SPRING CREEK
#2
PAMLICO COUNTY
NORTH CAROLINA
TI 0-MAS ENGINEEIZING, PA
cIV[r- rNrr?I?.r,IZ1wc;.1:.:?Nn >?rl?na,or>n.???r.rl.o.neC'r ?Ll?;urE?I1.ry?r
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1' 1' \'.'I'IlO\L1Sl NGINI+.E]?ING13A.CON1
()FP': 2k52.6:37.3727 F'kX: 2542.636.2448
SCALE: N.T.5.
PROJECT #: 2000-015
DATE: 7. 1 3.09
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