20080680 Ver 1_More Info Received_20080930

DR. J.H. CARTER III & ASSOCIATES, INC.
Environmental Consultants
P.O. Box 891 • Southern Pines, N.C. 28388
[phone] • Fax [phone]
29 September 2008
Mr. Ian McMillan
401 Oversight/Express Review Permitting Unit
NC Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
Q9 @ [9 od?R
SEP 3 0 2008
MNR. tNATER QUAU N
WEtuwos AND STORMWATE.R BRANCH
RE: Savannah's Garden subdivision
DWQ Project #08-0680, Moore County
Dear Mr. McMillan:
This letter is in reference to the after-the-fact permit application for impacts to jurisdictional
wetlands at the Savannah's Garden subdivision in Carthage, Moore County, North Carolina. As
requested in an email from Annette Lucas, dated 15 September 2008, I am submitting 5 copies of the
revised site plans for Savannah's Garden subdivision, prepared by Neal Smith Engineering, Inc.
(NSE). ]'he plans show impervious calculations for each drainage area within the subdivision.
Also, as discussed in correspondence with DWQ and Emily Burton of the US Army Corps of
Engineers, Quality Built Homes has elected not to install a bottomless culvert onsite, and a
geotechnical report is not required. The proposed bottomless culvert design has been changed to a
proposed culvert pipe that will impact an additional 0.011 acre (482 ft2) of jurisdictional wetland.
Therefore, the in addition to the request to impact 0.48 acre of wetlands, after-the-fact, we also request
to impact 0.011 acre of wetland for the installation of a culvert. Total impacts to jurisdictional areas
are 0.491 acre.
Contact me with any questions regarding this project. You may also contact Mr. Scott
Matthews of NSE directly at [phone] with any questions regarding the project design. Thank
you for your time.
Sincerely,
Jenni er M. Archambault
Wildlife Biologist
Endangered Spccics Surveys 9 Environmental Assessments 9 Land Management 9 Wetlands Mapping and Permitting
,?
CC: Mr. Ron Jackson, Quality Built Homes, Inc.
Mr. Ken Averitte, NCDWQ Fayetteville Regional Office
Ms. Emily Burton, Wilmington Regulatory Field Office, USACE
Mr. Scott Matthews, Neal Smith Engineering, Inc.
i
-
~ ~0.2~~ -
\ a\ o - \ o \ ~ ~
~DDG~a'-0G`~G~(~C~ n1 r ~ ~ ~ - rn II l~
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„ \ ~ ~ _ \ - \ Pro Line?- ~ ~ _ ~
- R! ht of ~ \ i\ - \ ~ 9 ~J , s , ~
- - - - - - - Exlstin ement ~ae~~m~~~~ ~ i ~~1PdQ~l ~ ~ g ~ ,o ~ y
New Easement ~ \ ~ , ~ r' \ ~ ~ ~q i / ~ 485 Ex. Contour h ~ ~ \ ~1 , ~ \ 11 1\ 1 Q
IPF • Iron Pin Found ~ ~ ~ ~ ~ ~ \ h
\ 6 i ~ / ~ ~ I Existing Utility Pole ~ ~ \ \ \ 1 / i
~ / 4a5 New Contour ~ ~ I\ ~ ~ ~ A ~ ~ I ~
Vicinity Map (Not to Scale) Road w/Curb ~ , \ \ _ ~ C Pro Deed Storm Drai \ o / ~S , ~ ~\j~ , ~ , ~ ~ ~ NC GRID Q
Pro Deed Stormdraln Inlet ~ / ~ / ~ ~~V ~ ~ NAD (63) Z
NOTES= - ~ ~ p ~ -~5 , - Existin Storm Drainage \ , _
a Storm aYt Manhole ~ po \ ` ~ - ~ 96 / Thte map le not m accordance with 65 41-30, as amended. ® Existln Garb inlet/Yard Inlet ~ ~'~r ' ~ S
Area coordk?ate method. g , ~ ~ ~ ~ Ex~tin Scmitar Sewer Manhole r- ~ % j~!'T__f ~ ~ ~
Dashes IMes trot surveyed, arcx-m from UFormatlon as Indkatea. g y 1 m~~` ''',1`, k - I Existin Sanitar Sewer Line \DU~.~f~1~1G~, ` - :1~= There are no visible encroachments other then those shown hereon. g y ' ' ~ ~ \ ~ \ ~ ~I J / o
I' rn' ~1~1n ~1 1µW~.11~,y' \ , ~ - Pr does not Ile a~ a blic I watershed. New Sam Sewer Manhole w~~~, #2~ ~';f'`, - _ - 'i: ' ~'Y" "JY f" "1"1" 7 J ~ ~ , - 455 ~ I
Pr does not Ile d~ a FEMA dell flood hazard area. New San) Sewer Lh18 `,,j`,, _ - _ , ~ ~ \I =
New Sanitary Sewer Service ' ~ ~ - _ Existing Water Line
Reference: i~ i ~ - .A~. e ~ ~-a: Ili 8 WL New Waterline - ------_hG~ - - - - ~ i ~ 450 vp/,~~~~~~~ 1~~~~ °
`,L~ --j - Plat C.abktet 13 Slide 248 Ex~tin Fire ant . ~ . ` \ ~ ~,~'~-~---l- - ' < II _f~--- ,
Plat Cabinet I0, Slide 121 ~ • • ® DrainA Area BOUndar \ \ - - - ~ - - ` 9e y - _ _ _ - Deed Book 2598 P 280 1 _ S ~ I I ~ ~ o
~ Permanent Diversion Swale a - - - ~ ~ - ~ ,1 Moore County, North Garol~a , , , . - - - '
1 I
OYnerS AdcMegs. ~ ~ ~ . a _ ~ _ - - 4do~ ^ ~ . , pp~~ ~ 'i QUQII Bunt HOmes ry _ _ ~;1 /
- - - - "a' - ~ i iii ~ _ ° = PO Box 4465 ~ \ ~ - -
t ',t Pinehlx~;t, NG 283'14 ~ -
' \ \ ~ ~ X10 `~1 ' O ~ ~ ~ ~ 111 I~ , \ 1`t
\ - ~ / ~ ~ 20' Wide Existing Sanitary
6dst1 house I T I t I I Toole s°~ ~ - ~ - 1~ ~S,` ~ ~ ~ ~ ° ~ Sewer Easement _
Ion House NeMkd Total bn Noose NeMlal Total g ~ ~ \ a _ ~ ti ~ ~
~ `f - ~ ~ ~ ~ A ~ pr~eti ~ , A 1b05 622 2,22'i 7 1,364 1,564 ~¢s$ ~ ~ ° ~ ~ -.a." , ~ ~ ~
r , \ B 2,f79 632 2,811 U 2,Gi2 Phq>a.,ed ?.,132 ~ : ~ - _ ~ ~ s 1 . ( , ~ ~
G 2,287 654 2,941 V 2,243 686 2,929 ~ ~ ~ 1 ~ C ~1 I \ w\\ ~ ~ - ~ ~oC~~~ pe Doted, ~~0 w
4, i V o " 1 ~ i' 1 121 737 2 ~ : D 2~ 915 2990 w ~,~1 A'15 b o ti r~ `4 k ~ ~ 2319/339 ~ I
E 2,m 649 2,826 X 2,206 706 2,912 ~ ' -F---~-- . ~ - , ; 1 ~1 ~ , j ~ ` y~, ~ V ~ ~ ~ ~ ~ ~ ~ ~ (PC 10, Slide 721) ~ ~ 4 (n
_ , F I~}11 742 2,213 Y 2,25~i 617 2,932 n ~ ~ • ` ~ ~ 1 I ~ ~,i\ 1 \
L C~ C~0(~~PaC~~OP~ ~~I I ~ . s,, : ~ . ' 6 1,26N 724 1,993 Z I,g86 694 2,680 I ~ ~ ~ i ~ A
3321 303 - I I i ~ I . L , M 1,518 708 2,226 AA 2,185 637 2,822 ~ i i I ~ I ~ . _ ~ ~ , ~
I 1,270 804 2,074 BB ?.,223 651 2b74 I 'q,v~ ~ 1 , , „ ~ ~ ~ ~ 1 ~ , ~ ~ ~ , A ` ~ 3
SIC- . - ;~~,__e _ J 2,157 758 2,885 L'G 2,170 616 2,786 ~ J I 5 - - - / li4 ~ ~ ~ ~ ,
K 1,466 '156 2,222 DD 2$56 616 2,8'12 0 ~ ~ 1 k, . , w / , , ~ , \9 ~ GG 11 ~~~G(Sl , ( , , , ~ ~ D ~ ~ h
L 2Aa3 654 2.747 ~ 2A19 614 2,15.3 ~ ~ , - - ~ N / /
M 2,151 656 2,807 FF 2a83 821 3p04 1 ~ ~ _ `
N IbaD 931 2~1 66 IS33 814 234 t .U~l~, i ~ L ~ . ~ ~ ~ P ~r
.T ~ , . 0 2,2'~ 653 2,908 HH 2 673 2,931 ~ ~ ~ ~ ~ - ,r ~ ~ ~ ~ ~ ~ 1 ~`\~~'~\x,11 ~ a f~CY`fA~ ~
P 244 613 2,817 II 2p90 698 2,788 . , k ; ~ ~ . . ~ ~ ~ ~ r ~ / /
TOTN. 92 ~ ~ / Q 2,214 622 2,836 ,207 u ~ \ ~ - ~ a A ~s°=~ ( ~ ~ ~ ~ i O
R 2p42 668 2,710 / afi 909 I i \11'I ~j 1 1 \p \
5 2 4 b26 2920 / ~ ~ I F . ~ ~ .c~. ~
N~~ \ , • - ~ . ~ ~ _
# .485- ~ ~ Ss. DRAINAGE AREA I / \ ti, \ p.. ti ` ~ ,
/ \ o
Homes: 6,480 SF ~ / ~ ; , m /
Drives: 3,605 SF a / = I 4 SF 7 1 - ° Roadway ~
Total Impervious: 22,189 SF ~ ~ ~ ~ i~0
Total Area= q3 q3 5F ~ / s
/ / / ~ a _ _ i v ~ X ~ ~ \ V~ Z
Percent Impervious: 23.195 ~ ~ r j $~a ~ ~ ~ \ ~ ~ ~ ~i \ 2319/339 ~
DRAINAGE AREA 2 - 0~ ~ ~o ~ - ~'ASO.!'C~ ~ ~ ~ ~ ~ \ ~ a a (PC 10, Slide 721`,
\ ~ / ~ _ ~i'~ ~y, ~ V, ~ ~ A f t v C~ V ~
a o Homes: 3,853 5F / / -...1. ~ r---~ ~ ~ ri OG~I~~ ~ Drives: 2,252 SF ~ ~ ~ ~ ; ~ , . ~ \
~ g o~ 3 Roadw 0 5F - ~ r ; ' ~ ~Ir, , O U ~ \ Y\~
Total I,~~',~,~A~.,y~'ous: 6,105 SF ~ ~o. / - _ . ~ ' ~ ~7 ~ j \/t/ ~ AO ~
~ / total Area: 4q,1g4 5F ( r ~ . ~
4 o 7`d ~ y - ~ i/~ Percent I loos 2. AS ~~Q~d~ ° mperv ~
A ~ 8 ~ ~ ~ S ~ ~ ~
513 912 _ - ~ ' . ~ , / \ \ ~ ~ DRAINAGE AREA #3 ~ ~ / ~ 1` ~ ~ ~ o ~ ~ w
l~ ~ ~ ~ PC 6, SLIDE 738 - . _ , , ~ =-=4~5 _ _ . _ ~ - /
Homes: 353 SF / ~ , _ v I ~ O
Delves: 2,368 SF ,W ~ ~ ~ ~ ' ' -7" /
°QMC~~~I o D[~[IMC~ ~ ~1~~ Roadway 0 5F ~ ~ ~ . o A9, r, Total I envious: 6,221 5F ~ ~ ~ ~ / . ~ d y / ;
Total Area: 61,710 SF ~ ~ . ~ / A9 \ ~
a o , ~ Percent Impervious: ID.OAS ~ / ~ / : / / i ~ / ~`'S~; __=~ti' / 2319 3 8 ` ' ~ \ ~ ~ ~ 1 - ~ ~ ~ - • ~ ~ ~ ~ (~C 2. ~de 586) ~ ~
~ DRAINAGE AREA #4 ~ ~ o ,T pia 1~ ..:b~h° . ~ / / f l I ~ ~ z
/ ~ ~ T ~ : 5
Hordes: i ~9~ ~ L
Existing 69,060 SF 1' / ~DG~Iry~V~(`(~[~' / v ~ ~ v ~ ~ ~ ~ ~ i ~ ~ z
Drives: ~ , , ~ i--i . ~
Exsltin 23,147 5F _ ` - c~~~o - _
\ i ~ °p°sed ~ ; / ~ ~ ~ , . c ~ 1 1 ~ ~m, -
¢~5 ~ ° n 0 0
Total Impervious: 20q,6g0 SF _ _ _ ~ , I . ~ / , r; ~ \
Total Area: Bbp40 SF _ ~ ~ ~ ~ ~ _ ~ - - , / : _ / _ { ~ ~ ~1 f / ~ a c~
~ ~ ~ z
Pera.ent I envious: 23.gs5 ~ ~ ! ~ I ; : _ ~ ~ O ~ ~ ~
~ /fs.nn22rrs, ~~o°j i 1 I i DRAINAGE AREA #b - ~ ~ . ~ I J ; ~ / ~ ~ ; f~/~-
~ 1,
Homes. 22,066 SF ~ h ~ / I, \
Drives. 11,130 SF ~ i- 1 ' ~
41 ~ ',;nUJ:~fi~~l~~a ~ti...p,~,4~y' ~ 70 \ Total Impervious• 46, 2 SF ' ~ ~ . ~ f ~ ' ,y
Total Area: 241,g1q SF \0.44 acres ; / _ - , , ~ . " ' % ~ / - ~ ~ o,
r. / Percent irnpervlous• 19.215 . ~ 7 r ~ ~ / ~ / ~ / ~ ~ Ali ti
i ll I / ~ i / DRAINAGE AREA #1 ~ ~ / \ ~1111\11~. ~ - ~ / / Ago / ~ ~ }
. Isolated Wetlands ~
• l ~ ( } I; Homes. 28,556 5F ~ ~ ~ ' 0.51 acres' l i i I'
Drives: 15180 5F ~ ~ ~ ~ , : _ ~ /
~ /y ~ / Roam, / , ~ ~ , ~I'/ 5 ~ "7 / 1 % 5~ / N 91 / / /i/ Total I envious: 80,582 SF „ ~ / ~ . ' ~ r ~ , ~ \ ~ ~ ~ 1Yeat Sf~nitll.~n~i,~eertin9, I'nc. ~
~ o o ~ ~ ~ ~V~O~~?50~ ~ 10 . 3~ i ii Total Area: 336,163 SF ~ 1p ° ~ ~ ~~//~j~~~ ~ / I39fhroeaacefAvenae-SudeC
rr i 0 1 I1~ //~,%i/d ~~/i \ 4~,~9' ~ ~ ( I Snarhern Pines, NC 28387 W 1 ~ Phnne: (910) 6958825 ~
Percent Impervious: 23.gAS ~ ~ ~ \ II~~~~ Far: (910) 6958832
DRAINAGE AREA #8 ~ , 1 O~ ~h1("~jj /~j/ www,nsengineeriroy.cnm N
~ o ~ o ~ ~ Survey For: ~
Homes: 1,188 SF ~ GRAPHIC SCALE ~ ~ au~~ ~o~Q~ Z
DrNes: 4,140 SF ~
Roa~IwaU: QBgb 5F
Total Impervious: 21024 5F ifs L:Zzy U a CarthageTownship, Moore County
Total Area: 154,004 5F Carthage, North Carolina 0
O tiers 21708 September 26, 2008 JOB# 0522502 cn ' (I N FEET
Percent Impervious: 14.ISK DENR.WApSR Drawn By : BCW = 1 inch = 100 ftWiAtdDSANDS~pR'Ty H
Scale : 1"= 100'
1 oF5'

J
Q W
i
:
This ~ rat ~ accordance with G5 41-30, c~ amerided• Z Q
~ ~ coordR~e method. Area by W
Dashed Ih?es t?ot surveyed, drara'i Prom N~forYriatlan a5 Hdkated• ~o ~ There are no visible encroachmer>tg other than !hose hereon. N
Pr does not Ile In a public watersupply watershed. F-
a F1:MA deli flood hazard area. property does not Ile h Q
NC GRID Z
Reference: NAD (83) ~
~ ~ plat Gabinet 13, 511de 248 J
Plat Gabk'iet ID, 511de 121 d Hook 2588, P 280 Dee ~ Q Z
Moore County, North Carolina
Q!
Vcinit Ma Not to Scale) Y P ~ Owners Addy c~allty Hulit Homes O
PO box 4065 h-
PheY~x'st, NG 28314 O
- ~ e en ~ , _ _ ~
~ ~ \ v ' ~ v - - ,
PropertyLlne ` i ~ o
_ - - - Right of way 1 - - - - - - - Existing Easerr~nt p ~ ~ / / ~
- - New Easement ~ ~ ~ \
~ \ s'' . 485 Ex. Contour \ ~ e ~ ~ ~ . - ~ \ \
s Iron Pin Found ~ \ \ IPF ~ \ ~ ole ~ ~ o
-Q- Existing Utility P 1 ~ ~ \ b p o ~C~ ~ ON~Q 1 DG~Q tour ~ \ 405 New Con
~ ~ Road w/Gurb ~ ~ ~ ~ \ a~ e
~ ,~~Q ~ T ~ Q alna ~ ~ \ Pr d Storm Dr 9e ~ ~ ; _ ~ , , %1 ~ o
ed 5tormdraln Inlet '1, ~ ~ \ Pr \ °p°y \ i \ ~ \ _ alna e
. _ - - Exist 5tam Dr g ~ \ ~ ~ ~ ~ \ _ - ® Storm aln Mar~iole o ~ / _ - ~ _ ~
d \ ~ Intl Garb Inlet/Yard Inlet \ ~ ~ \ p® Ex ~ \ . \ ~ / v ~ - ~ iii ~ z
5 Exlstf ~It Sewer Mar~ole 1, ~ \ \i o ~ ~ ~ \ \
Sanitar Sewer Line ~ ~ \ 1 Exist ng y , \ ~ \ \ ~ Il \ anhole ~ ~ ` ~ 1 0 New Sant Sewer M ~ ~ it ~
r ~ s o ~1C~ o CC~~11 s l o o ~~a ~ Sewer Llne \ ~d~ ~ New Sanitca"y \
New Sanitary Sewer 5erv / \ o o © \ \ ~
Exlstl water Line ~ ~ \ ~9 \ ~ \
Ilne ~l ~ ~ \ 1 WL New water ~ \ . 8 \ \ Fire ant 1, Q ~ / ` \ Existing _ ~ \
1 ~ ~ . ~ / \ \r Dra a Area B~~undary ° ~ ~ 1 ~9
ton Swale \ Permanent DNers 11 11 ~ \'r. ~ 1 1 \ \
1 ~ ~ \ `1 111 ~ \ 1 1 / \ ~ fir-- ,i ~ ~i
\ ~
\ ~ ~ ~ ~ ~ ~ ~
~ 1'1, A / \ 1 t
~ . \ ~.I i ~ \ . \ \ ~ ~ ~
~Q ~ ~ 1 \
\ \ \ ~ ~o ~ \ Q ~ -
~ \ - ~ ~ ~ \ ~ q 65 = - / r-- - N
~ \ - ~ ~ \ ~ ~
1 ~ . \ 1,1 _ _ ~ , ` ~
~
1~RAIWA~~F_ , # ~ _ ~ ~ _ ~ • , ~ - ~ ~ ~ Z
~ ~ y. ~ ~ ' ~ , ~ 1, P~ ~ Homes: 6,480 5F w ~ 1 ~ ~ _ , ~ , j,; ; ; ~ ~ ~ ~
3,605 5F 1 prlves: ~ `77 , \ _ ~
Roadway: o o fl r - , ~ ~QC~C~1 ~DG~Q~
o ~ Total Impervious: 22,ISQ SF 1 1 - _ - - - Mn0 1'~~ o ~ Total Area g3,3~'3 ~ -
1 1 - Q~~Q 1, o _ ~ ' o
1 ' ~ ~11~ , ~ 1 , o~. - . 23.'IrK _ ~ - - - ~ _ Percent I rvlous• ~ ~ ~
~ ~ .
INA6E AREA #2 ~ \ ~ - - - - - I , - D ~Q~~-- ~ 1 -
3 ~ ~ ~ _ - Homes ~ ~ ~ - - ~ o ~ W
0 2,232 5F - ~s \ -CO_- d fl -i ° IVeS: ~ . o Dr _ G3CQ 0[~~C~ ~ - ----Q ~ - ,
o SF _ ~ ~ ,,1 ~ ~ ~ r~' Roc~lw - ~ ~ \ ~ -,450' i , I U _ -450 ~ ~ ~ ~ ~ ,
Total I ervlous: 6,105 SF ~ ~ ~ ~ ~ _ , _ . . , - _1--- ~ - , , ~ , ; ~ ` ~ d
- - - 1 ~ y - . , ~ ~ ~ ~ ' ~ ~ O ~ ~ ~ I N J ~ ~ i~ LL i , I ~ , i n(~
- ~ Percent Impervious: 12.4AS - - . i~~ / ~ ~ it ~ + ~r , ~ W
- it r i i i i
AGE s _ o ~C~ ~ DRAIN - ~ ~ ~ OM - _ - y 'w i i i ~ ~ ~ ~ W
, Homes. 3,853 . - - - - - - - 4s
DrNes. - ~ ~ - _
Roadwca~: 0 5F ~ ~ \ \ ~ ' ~ ~ , ~ ~ ~ Vii- - ~o a - n~~~~ o G Df~~dG~~'r~~~3 , .6,2215E ~ ~ ` -
Total I ous. \ ~ ~ \ - - ---_.._.4 - - y 0 61 TIO SF ~ ~ ~ ~ , ~ ~ ~ - - _ _ _ _ - - 0 0 Total Area: ~ ~ - - - g0 - -
. _ - A \ , , i X 1 1
U ~~1oC~ ~0[~~C~ I ervlous: 10.0 ~ 1,11 - 11,1 M - o ~ ~ Percent - ' L ~~``I 1 1` i ` ' \ \ ~ I ~ I Q
~ v v v vv . _ ; a ~ -
\ 111 1 - ~ 1 1 ~ - 11 111 j ~ - - \ \ ~ . _ \ \ \ \ ~ 1 1 / `1 \ 111 11i 1'i ~ ` ~ `1 I\ Z
\ ~ 1 1 \ \1\ 111, i \ \ i 1 ~ - - _.A r ~1 1 i1 1 1 1 ~ \ \ \ 1 11 j~ t '~11 111 , ! ``1`\ n ` `I,
i~ \ \ \ \ t Q 11 j1
A\ V A\ AV A ~A ~ 1 ~ 1 ~ d ~ ~ \ \ \ ~ \ 111 ar~~~ it / ~ ~ , , ~ , z
\ ~ ~ \ \ \ \ \ - 1111 I 11 ~ \ 1'~~'~~`,``;'' ~ , y~ Gres k / ~ ~ \
\ ~ \ \ ~ ;1 ~ _ 5.52 acres . . \ 1 y ~v v ~ v v _ `1~ 1~ \ 1,
\ 1 1, 1 ~ \ 1 ~ • \ '
0 4 1 1 \ - \ v`v vv ~ - 1 ~ ~ v QS , ' \ \ z oaa s ~ d
\ , i ~ ~ °a•~ a, ~ • ~ ~ ~ r p~~`~ ea a
o A ~ vv ~ ,_11, '1 d ~ v v v v ~ \ ~ v . r, 111, '11 / \ ~ ~ ' ~ ° L
\ `SSv ~ ~ _ ~ 9 t,
i~ ~
° °®oaaa®!®a® ®~1~ F'
'o woea~o~o5~ ~
GRAPHIC SCALE L
~ ~ Sao zoo L ~ o
~
~r4 ''z c
1 inch = ~ ~ ~ ` i
Neal Sswit~~~i~rin9, is~c. ~ t
139PineburstAamue•SuiteC ~
Snathern Pines, NC 18387 Phnne: [phone] ~
Fux: [phone] www.ncengineerin8.coat ~
O 0 ~ ~~~~0~~ Survey For:
o a QI 0 0 0 0 ~ ~ © a to C~C~~O~~ a~~N~ Qa~Oo~~ o ~a~i~ ~©~c~~
o a ~ D o d C~ C>'C~~~ ~ 9 9 ~~pc~pdao~~ ~~dc~~f~o~~
Scale : I°=50' CorthogeTownship, Moore County
n __i~__.. ?I~~~M ~nrn~inn
Loarinoye, rvvi uI vuv
September 26, 2008 JOB# 0522502
Drawn By : BCW
2, OFS'

i
>ti~ III Jme~r' tatlon ~~/Walk I tlon House fveNial Total
y - e end: A 1,605 622 2,227 T 1,364 Proposed 164 I
- B ?~1779 632 2,911 U 1132 Proposed 2132 1
- - Property Llne G 2,287 654 2,941 Y 2,243 666 2,929
~ - - Right of Way D 2p75 915 2,990 W I,b21 737 2,358
- - - - - - - - Existl Easement ~ ~ ~ E 2,117 649 2,926 X 2,206 106 2,912
~ ~ - - - - - - New Easement q~ - 48S - Ex. Contour F 1,411 742 2,213 Y 2,2~ 677 2,932 ~
§ ~ ~ IPF Iron P'm Found 6 1,269 724 1,993 z 1,986 694 2,680 NC GRID f
-{1 Existing Ut111 Pole H I,~ilB '109 2,216 M 2185 637 2,822 NAD (83) ,
/ 46~ - New Contour I 1,270 804 2p74 BB 2,223 651 2b14
= Road w/Gurb Vicinity Map (Not to Scale / . J 2151 156 2,885 GG 2110 616 2,'186 - ~ t
Proposed Storm Drain _ ~ i . ~ / Proposed Stormdrah~ Inlet K IA66 '156 2,222 DD 2,~6 bib 2,812 ~ ~
~ _ _ _ _ = Existl Storm Drainage L Zp93 654 2,141 EE 2p79 614 2,'153 ~ < M 2151 656 2,901 FF 2,183 821 3p04 5 ~ ;
~l Storm ain Manhole i
~ ~ Existing Gib Inlet/Yard Inlet ~ O Existing Sanitary Sewer Manhole Bt H 1,609 931 2,539 66 1,533 814 2$41 / , ~ r , % -
- Existing Sanitary Sewer Uri Ir>hole 0 2,255 653 2,908 HH 2,258 673 2,931 / ~ ~ ~ L ~ P ?~1444 613 2,611 II 2,090 698 2,188 1 ~ i ~ i5
tart' ~l New Sant Sewer Mangle ~ ~ ~ H 18 Q 2,214 622 2,836 TOTAL. 92,201 j ~ i , ~ ~ ~ _
- art' l`" - New Sanlt Sewer Line R 2p42 668 2,110 `1 / ~ ~ / ~ / /
~ , _ New Sanitary Sewer Service ~ ~ ~ \ - Existing Water Line $ 5 2,294 626 2,920 i ~ ~
~ 8" WL-- New Waterline ~
- Exist Fire dram
• Drainage Area Bo~mdary ~ ~ ~
_ ~ ~ Existing Homesite Annotation m ~
- ~ ~ - - - _ ~ ~ ~ / j'
i ~ ~ 475 ~ / \ -
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~ 1 1 1 • - II ~ Y 1 N, { ~ • ? 1 Y 1 V / • -
i - ~ ~ _ " 1
I i 7 - - - • ~ 1`~ ~1 I V 1 f ~ , _ ~ , , . I , - : - - ; , . ; f ~ ; ; r _ - ~ _ - o - ~ ~ ,,~r~~ ; { ~ ~ ~ DRAINAGE ARfA #4 ~
_ . - , ~ ~ ~ ~ I , - , I ~ - - ~~O U~ ~ ~ I ~lQ~~
~ I ~ I • / ~~r~ ~ 1 D o D. - - r i ~ ` .f~//~~y _ ~ . rte. i ~ ~ i i 1 ~ ~ ~ • i \ -ii ~ ~ ~ ~ ~ ~ ~IO~~C~ Q
~ H i , ~ I , ~ ~ ~~g Ex~ yti~ 69,060 5F Q x; , ' Proposed 11,682 5F w
I 777 i ~ ~ ~ • ~ a ; Drives: Z
" ~5~~ ~y Exciting 23,141 ~ ~
v I - / proposed 7,5~f0 5F O
• Wetland Area - - , , , r • • • • ~R/IG7i ~ 5~ - - •v 1 , \ -i '
• _ , This map ig not m accordance wRh 65 47-30, as amended. I` , 0 o Roacb~lays Q8.211 SF ~ ~a~Q ~ Total Impervious: 20Q,6~0 5F ~ ~ ~ ~
`,I \ Area by coordinate method. II - , ~ ~ Total Area: a~6,oao ~ a
Dashed Ikies not sure ,drawn fran hformation as k~catsd. = ` - ' Wetland Bouri , ' , , 0
e are no v encroac nks those shown hereon. , . _ - , - I ~ , II Property does not Ile in a publ~ ?~rtersuppiy watershed. percent Impervious: 23.gSG Mewl Stnit~ ~n~tineerin9,1'su. a
does not Ile In a i~MA des d f loud hazard area. ~ /39PinehursOAvenue-SroileC W Sauaherro Pines, NC, 28387
~"aper'ty ignate , , , . , , Phone: [phone] ~
• _ , GRAPHIC SCALE ~ ~~~Q Fax: (9I8) 695.8832 ~i y~ O (c i~ www.nsen8ineerrngcam ~
Plat Cabinet 13, Silde 248 ~ o z5 so Sao ~ e~J u ~J(~ Survey For: ~
Plat Cabinet 10, 511de "f21 ,
Deed Eook Z5a8, P 280 - , ~ ~ , , , " e County, Carolina , , , ad~rr`~gc~ Dcr6d~6~~~~ Q~~~o~~ o a6~~ ~lo~~~ z
aaa nra 17......... rN___.R___ n_______n___.. c"a
( IN FEET)
Owners Address: 1 inch = 50 ft - Quality Built Hanes
/ PoBoX406s ~ 5- D a a o° a QdQQa ~~U~Q CarthageTownship, Moore County Carthage, North Carolina
Phehurst, NG 28374 1208 8F September 26, 2008 JOB# 0522502 cl)
Scale : I"=50' Drawn By : BCW =
3OF5

i y Y Y J
r,f+?` ~ W ~,f~` ~ N
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i ~ 1 oq ~ ' i i i NC GRID z ~ / 1~--- - - NAD (83) C7
i, i i ~ i / /
i~ 0 ~ i / i / ~
/ ~ 9 i ~ ~ i
/ i Vicinity Map (Not to Scale) ~
~ 1 / ~Q ~ ~
i ~0 _ - ~ _ o
p~ ~ ~ ~ i ~ ' Q
~ ~ ~ ~ ~
~ ~ c en ~ / 1' Q
' Cti / ~ / / i ~ / /
Pr er Line ' ~ ~ / o ~ ~ F- I' eY,`
9 ~J ~ , ~ - - - - - - - Existing Easement ~ /
- - - - - - - New Easement Wet LL>rld Area ` ~ „ ® ~ ~ i
485 Ex. Contour ,1 \ \ V / I ~ \ I \Z,fj J.
IPF s Iron Ptn Found ~ \ I ~ ~
Exlyting Utlltty Pole ~ 485 New Contour ~ , ® R T ~
Road w/Curb / ~ ~ ~ ~ ~ c
Pr Storm Drama e ~ i ~ ~ ~ oposed 9 ~ ~ p
Proposed 5tormdraln Inlet / ~ / _
_ - - = Existin Storm Drainage le ~ ~ ~ • Storm aln Mho ~ ~ J
® Exfytin Gib Inlet/Yard Inlet • 0 9 Q
5 Extytln 5Cx?itar Sewer Manhole ~ / 0 9 y
Ex~tin S~Itary Sewer Ltne ~ ~ ~ ~ ~ 9 ® New 5anl Sewer Manhole ~ R ~
~ l New Sant Sewer Line r/"
~ ? / :,i - ~ New Sanitary Sewer 5ervlce J ~ 0 i ~ ~ ~
Extyt~g Water Llr>e I Q ~ ~ ~ ~
8" wL New Waterline Proposed Permanent DNerrton _ Existing Fire M~drant J ® o
- • ~ • • - Drainage Area Bow~dary -
Permanent Diverrlon Swale j ~s,,' ! 1 ~ ~ - ~ i _ ~ o- ~ ~ ~ -
X465 0 465
i ,i / e Q r
!

file map t<, rat in accordance wlth G5 4T-30, a5 amended. _ ~ ~ _ G ,l/ ~ ~ l i
Area coordkiate method. ~ hulkated. ® 1
Dashed Ibres rat surveyed, drea~ from information as ~j Q ~ there are ra visible encroachments other than those storm hereon. ~
Pr does not Ile to Q Itc watersuppi watershed. ,1 I P~ y
Property doss rat Ile in a Fi+h1A designated flood hazard area. a J ~ ~ ~ ri p o
® 1 ! I Reference: ~ t t 4~0
1
`0~ Plat Gabkist 13, 50de 248 ~ ~ ~ Inet 10 511de T21 ® ~ ~ ~ ~ ~ Plat Gab
Dead Book 2588, P 280 • ' ® ~ , ~ ~ _ _ a
Moa^e North Carolina ~ ~ ~ ~ 1, / ~e~ / ! ~
Owne!^5 Address. o ~ ~ ~ ,
Quality Built Homss a / ~ o ~ ~ ~ ~ ' - I-
PO Box 4065 Q ~ ~ ! ' Q /
Pinehuryt, NG 283'14 ~ / ~ s I. g / i to ~ ,
a i ~ ~ l
~~o 0 o~c~~ ~lo~~c~~ ~~~po~ ~ , ~ a ~ ~ o
o ~ _ ~ ~i
l ~ ~ ~ ~ ~5'" ~ ! , / ~
e.•~ ~ ~ ~ ~ / ~ ~ / / ~ / / ~ _505-
PD ~ o ~ ! ~ ~ g~ ~
o ~ e 1 ~ ~6g ~ ~ ~ ~ ~ i
_ o a ~ i
- - ~ ~ / ! ~
I - ~ 1 / ~ / ~ j ~
~ ~©rrao~~gQ ap~~ ~ / / / ~ ~ / / if ~ ~ ~ ~ ~ ~ ~
~ ~ y ~ / / ~ / / ~ ~ / / /i / ~ l / / ~ ~X ~
o g ~ ~ ~ - ~ ~ -
~ ~ ~ -
~ o ~ ~
~ - J /
~ ~ ~ ~ ~~o~ ~ / ~ ~l 111 ~ll~ ~ ~
~ y
~ ~ ~ ~ - I ~ - - ~ i~ ~ , a / ~ ~ / / /
a o o~~ ova i ~ a I~~M ~~1~~3 ~ ~ ~ ~ ~ , / j , / ~ / / ~ 11 l l~~ / r,
osJOa / / 1 ~ / o ~ i
/ ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ease 1
ad~~~oc~ N~o~~° / /
~i° / - ~ ~ o gC Q
~ ~ / ~ -
/ - _ / / / /
DRAINAGE AREA 5 \ / / i 1 w
\ ~ / rr 4 t®'~ ~~B eq 0
Homey: 5,112 F ~ 1 i ~ J 0 ~ ~ Driver: 30,360 / l nor \
Roadway: 66,324 5F / % 1- i ~O ® J
rvi ur: 1531Q6 5F / ~ ~ ° Total l e o , ~ i ~ ~
650 86 5F / Total Area: ,3 ~ ,.s"~ I ~
/ ~ - e vlous: 23.6 ~ / / ar~'~~ f Percent Imper ¦ ~ / /
.,,rs"~'' ~ J o ~

°e 1
1
o 1 ~ I f O ~ ~ ~ I ~ ' ~ ~ ~ I / '11" ~I i ~o~ I ~ I ~ ~ I ~
d ' I I I ( ~ I h ~ ~ I o' / ~ Newl Stnit~.~n ineeri ,1nc.
I ~ ~ ~ I I I ~ 9~ I I ` ~ l ~ ~ I~ 134 PineNarstAvenue-Saik C
. ~ ~ ~ ~ ~ ~ ¦ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SoatlrernPinee,NC?8387
o'-;? Phone: [phone] ~ ~ l i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Par: (91D) 695.8831
I I ~ ~ f f ~ wrvw.nsenginreria8.eorn
f e ~ I~ ~ f ~ I I~ Surve For:
GRAPHIC SCALE I ~ I++~~~ ~ o DY o
0 0 0 ~ o ~ ~ ,oo zoo ' ~ I ~ I f I ~a~~~~~ DaO~f~ (~O lr["( C~~
0 o o o~ d~ o o ~~oo~~ ~ a oo~~ r~ o~~ ~ r~~~~ ~ ~ I ~ l(l ~ i ~~pc~rrdooa~ ~~~~~c~c~ ~~dc~~~or~
i I ~ t ~ I / CnrthaaeTownshio. Moore Countv
Scale : 1"=50' Carthage, North Carolina
( IN FEET ) September 26, 2008 JOB# 0522502
1 inch = 50 ft. Drawn By : BCW
y oF5

i s
-rf J d
'-.M_~ - - - ~ . ~ -O i_a - W
- -re. ~e~--- ~ ~ , , , Wetland Area - a - - N
, ~---a-t ~
~ . y .y;0. i ~ ~ ~ , , I ~ ~y___.___ ~i ~ \ Z Q
~ - _ ~ '~4 W

h-
- - ` I I Q
~ ~ ~ ? ASS YVetlarkl Area Z NC GRID ASS NAD (83) ~
_ v~ a~. \ \ -
- . ~
1 0 ® ~ / 1~cimty Map (Not to Sca e) c,, ~ _ off, ~ ~ ~ - \ \ ~ ~ ~ ~ r - - - .y ~
' ~ _ ~ ~ _ _ - ~ ~ ~ Pr Bed Permanent Dlverslon \ ` . _ ~ . \ i ;
\ i ~ \\I . - i - y
~ ~ i S ~ ~ ~ / - a o
/ ~\~``V`\ ~
n' \ ` ir~\~ \
~ ~ ~ ~ _ o ~ ~ ~ ~ ~ \ ~ v ell -~o \
~ ~ A ~6 i ~ ~ ~ ` \ ~ ~ 1 Property Llne ~ ~ C1
\ I ` ` ~ ` - - RI t of ~ \ ~ ~ r/lam- ~ ~ \ -~,`;1 - >
A ~ ~ ` ~ ~ ~ ` ` - - - - - - - Existin Easement III 1 g ~ ~ 1 a
-465 ~ ~ ~ t ` ` - - - - - - - New Easement 1 ~ ~ ~ ~ ~ 485 Ex. Contour
_ \ - - - _ ~ ~ ~ IPF ® Iron Pln Fow~d \ ~ _ \ ~ ~ _ _ _ ~
1 11 ~ Existing 1ltllity Pole V ~ 11 ~ \
1 1 , . O ~ 1 4S~ New Contour \ 1 l 1 1~ 1
~ 1 1 , 1 Road w/GuPo V A l 0~ 1 1~ `I ~ Proposed Storm Drainage
"f \ ` ` 11 1 Pro osed 5tormdrain Inlet \ 11 P
- 47 11 ~ ` Existin Storm Drainage 0 11 ~ \t ,
y 1 ® Storm ain Mar~ole \ 1 ~ ` ` ~ Ini t and Inlet 1 1- ® Existin Garb a /Y
_ - 1 ` ~ ~ Existing Sanitary Sewer Mar~ole ~
~ / - ~ 1 1 I ~ Exlstln 5anita Sewer L1ne
/ / \ 1 9 ~ \ ~ ~ \ New Sanitary Sewer Manhole
` ~ ~ ~ ~ New Sanit Sewer 4ine ~ \ \ ,II ~ ~ / _ _ _ - ~ , ~ . -e New Sanitary Sewer Service 0~
o , z, ~ 1 Exlstln Water Lfne ~ ~
~ ~ g \ \ ~ ~ O 1~ I ~ ~ 8 WL New Waterline
/ I \ 1~ ~1 ~ 3. \ ~ Existing Flre Hydrant ~ ~ \ , y
/ ~ ~ . • ~ • • ® Drainage Area Bamdary 15 \ ..~.~pp_... Permanent Diversion Swale ~ \ , / `
~ ~ _ 1 / ~ ~ 1
o ~ ~ - / ~ ~ \ ~ \ Woaand Area ~
o ~ o a o t I D~ao~~gc~ apc~~ #6 0
a
This is riot kt accordance with G5 47-30, as amended. Area coordmeate method. - - ~ v v~~s y ~ ~ z
~ o ~ \ I ~ I Dashed Imes not surv~ed, drawn from Information as k~dkated.
_ _ _ \ I That' a are no viable encroachments Other than those 5tbrrl hereon. ~ / I Property does not Ile to a publk watersupply watershed.
~ ~ ` 1. Pr does not Ile ht a fFMA des flood hazard area. p ~"a! l~ted ~ \ \ \ \ \ ~ N
/ / ~ / ~ ~ ~ ~ ~ ~r L
I - Reference: / / _
p Q ~a
Q ~ Plat cab~tet 13, 511de 248 ` ~ Plat Cabinet lo, 511de 721
) Deed Book 2598, Page 280 / / Q Moore ,North Carolina ~c o . ago ~a~ \ Z
/ c I ~ I g ~
~ o / I
~r~~M~~ Q / ~ j owners Address= 0 0 ~ ~ ~ I auailty Built Homes
~ ~C~g / ~ ~ Po eox 4ob5 / _
_ Pb~urSt, NG 28374 ~ ~ t
/ Q \ ~
oI ° :a ~ Q ~
~p~~~ Q~ o ~C~`a ~ ~ 4 I QOf~g ~ ~ \ ~ ~
~i ON.J~G ~ ~ a ~ o o ~
~i ~l ~ I ~ I e ~ ~ p I \ \ \ \ ~ \ ~ w
i ~ ~ Q ~ \ ~ e

q85 - / / ~ ~sw-~'-
~ '~w`' .r -
O[~~5~ . p ~ / / _ - ~ e
~ i ° / - 1 ~ _ ~ ~ av~~a o ~ I~~odr~~~a~~ % i ~ o ~ - / . ~
g / ~0 _ o
i ~ :v V "0 1
e o oM I 0 ~ / 1~ o i ~ W~~~Q / ~ - o ~~o / ~ ~ ~O
/ ~
/ /
/ - - ~ / I ~ o 0 0 °o ~ ~ / o a 0 a ~ o ,D~~o~ag~ ap~~ #B
1 ~ / a
/
DRAINAGE AREA ~ ~ ~ I ' ' ~ ~ - - -
o ~ ~ i I Homes= 22p66 SF - ~ ~ ~ 0
Drives: II,"?3O SF ~ ~ ~ / / \
Roadway= 12 76 /
Total Impervious: 46,4'12 5F ~ / / ~ ~ Total Area: 241,g7q SF ~ / V ~ ~
~
Percent Impervious: IQ.2~ / /
~ ~ ~ ~ ~ 1 ~ ~a~ ~ ~
DRAINAGE AREA ~'T ~ ~0- ~ ; I ~ i4 , /
\ i I ~ ~ , Homes: 28,556 SF ~ ~ / / ~ , I
~ Drives: 15,180 SF ~
Roadwa = 36 5F ~ / ~ I
T I Im ervlous: 80 2 SF ~ ~ / ota P ~ ~ , i Total Area: 336163 SF - ~
~ I ~ / / I
Percent Impervious 23 , I
a
DRAINAGE AREA #8 -465- ~ I \ i ~ I / ~ ~
~ ~ Homes: 7,'188 SF • I \ ~n / / \ / / \i X89 ~ o?Per ~ ~ t, ~pz/ ,.J S~ A y a, w y ~
Drives: 4,140 5F - 1 / ~ o« of ~
I Roadway: Q.Sgb 5F \
Total Impervious: 21,824 SF ~ ~ Total Area: 154pO4 SF I ~ ~ ~ _ ~ ~ 9Y'eat Synit~~n~ataeerit~, lnc. ~
I / ~ m d ~ 139 PinehurstAvenue-SuiteC / / / / ® d ««o= a Southern Piney, NC 18387 =
Percent Impervious: 14.IAS ~ Phonr: (910)6918825 ~
/ ~ ~ °0««® I ~~~,«m,~~ Aar: (9/0) 6918832 wevw.nsengmeeriagcom
GRAPHIC SCALE ALE Survey For. Z Qaa~6~~ o ~6~f~ ~lo~c~~
SO D 2b 90 100 zoo ~I~ni~QQd~OI~~ ~f~N/(~~14©~ d
71 CarthageTownship, Moore County 'L
~anagc~ Areas 69 7 and £03 ~m~pc~~uous C a~c~u~a4uoRS Drru Carthage, North Carolina
( IN FEET September 26, 2008 JOB# 0522502
Scale . 1•=r,01 inch - 50 R Drawn By : BCW = I-
50F5'