20090069 Ver 1_Site Plan_20090224

KEMA R~qO
J
O ® Z
~ O®
a U C7
~ o
~ ~ ~ 3 aaj
o ~ L
5 ~d
LL1l W
W~
CARPENTER POND ROAD
a ®o~
w N.T.S. ~ ~ N
'1 ~ ~ ~I ~ .,®®®P SN/®®®®®.
I
UDY ANN MCDANIEL, J SITE ADDRESS; 1702 VIRGIL ROAD p-~
R DURHAM, NC 27703-8661 ' ~ a z ' ®V cv =o
WOOTEN, RICHA D PIN NUMBER 0779-01-17-7177 ; ~ p®e
- 1-17-6349 PIN. 0779 0 MAP REFERENCE PB 50 PG 0128 ®'®s®~ON ~P®,~`®®
5.49 AC ~ SITE LAND AREA 2,64 AC ®®®®i0
1 PB134, PG 45 ~ ADD'L LAND AREA 0,73 AC (ACROSS STREET)
I ZONING: RR EX. 5U ~.0'W TOTAL LAND AREA 3,37 AC o M E (j
USE: SINGLE FAMILY
ASHTON, JAMES L SR " ~ ZONING DISTRICT RR (RURAL RESIDENTIAL) ~ N SITE BENCI-IMARK , ' ~ ~ VELOPMENT TIER SUBURBAN
PIN: 0779-01-07-9681
18.51 AC SEP1I~ ~a~ER ~ ~ ~ ~ ~ ~ RIVER BASIN NEUSE RIVER ~ a~ ~ fvIAVD 'S8 ~~l ~ ~
DB5745, PG522 ~ WATER SUPPLY WATERSHED F/J-B 3 N
E~EV - ~-~2,4g ` , i ! \ OVERLAY DISTRICT ~ x a ~ j'~, ~ ® c o z
.ZONING; AG ~ ~ OWNER; JAMES L ASHTON SR p ~
USE; VACANT I TIN EX S G ~ ~ 1 ~ 8306 EAGIEVIEW DR a rn ~ ~ 1, ~ DURHAM, NC 27713
I 12" CCP
TO BE REMOVED + ~ l ~ 1 ~ f a. ~ ~ SURVEY INFORMATION PROVIDED EY. w o
rv't i 1 r, h t~ 1 1 ~ ~ ® t_ _ ' ~ MURPHY GEOMATICS ~ ~ p
100 NEUSE RIPARIAN BUFFER ~ ,V ~ ~ ~ ;o ~ , ~ i ' ~1 l ~ ~ ' RALEIGH, NC [phone]
fi'r` i ~ ~ ~ ~ ~ ~ ~ ~ ~ m t ED
\ \ \ `~i' , ' i ~ + i 1 i 1 ~ fw > b> ~ \ t \ ~ If~~ f , ~ ~ ~ ~ 1 ~ t ~ 1 ~ ~ ~ I 1 1 n~ ~ N ~ 1~ ,
~ ~ ~ ,r'' \ 1 ~ ~ ~ i `il I 1 V
/ ~ j'` ~ ~ i ~r~_ - _ , r, s ~,~~ii / ~ ~ .1 ~ ~ , 1 1 ~ ~ ~ ~ ~ } i
' ~ ~ ~ ~ SHEET 1 EXISTING CONDITIONS ~ ~ o
a---•~; ~ ~'J ~ ~ 1 ~ ~ ~ , , ~ ~T~ I ~ 1 ~ f ~ I '~i `vy 4+ i' / ~ ~ ~1 ~ ~ ~ ' ~ ~~.'~A 1 IJ-1 _ ~ ~ 1 1 `t A 1 ~ C ~ r~. / ~ .1~` 1 i qq i A, `i ' ~ r % I . t, ` ..r' 'S~ ~ i r ~ - ~ l A~ ~ ~ ' 't ~ ~ o ~ ~ ~ ` ~ ~E ~~~~,U ~ ~ < ~ h~l`~1ING~~ ~ > " f SHEET 2 SITE DEVELOPMENT PLAN ~ ~
~ 0 ~ `t' , i ~ I ~ ~ I j ~ t , ,017 + ~ ~ ~ r`~0 t ~ tr ~ ~ 1 . Q FRt > > O~ ~ ' ~ i ~ ~ ~ r~ ~ hex ~ ~ N (`v~ FR, ~ ~I i ~l rF~u~l_ _ , i f' SHEET 3 DRAINAGE AREA PLAN ~ `ado
~ DRV~~~- ~ ~ SHEET 4 PRE VS. POST DRAINAGE PLAN „ z ~V I ` ~ ` ~ I 1 I try > U ' V
~ ~ ~ \ i i ~ i_ 0 ~ Q y : T Q~ ~ ,thy ` ~ _ fr~~ 6~ . t ~ ~ ~ 1 It ~ / . ~ ~ ~ d
I ~ ~ I ~ ~ ~ . C 1 r ~~.7 I 1 1 I I + ~ ~ + '~t ~ ~ ~ Ai 'I ~ r r ~ ~ ~ i t i I ~ I ~ 1 i R7i f r I ; ~ ~ ~ ~ I ~ ~ ; t, I l % ~ ~ _ ~ x n ~ - - - - _V ~ ~ ~ ~ ~t `t ~ v +t , r 1 ~ l it;) ' 7 ~ + ( +i~+I) ~u, `tit i t. U \ - \ / l t V A \ \ ~ ~ E 1 1 Cf' ~ '"'-~T'---...----- ~ ~ ~ ~
' + ~ 1°7 ~ ~ ~ ~ ' ~ I ~ ~ I I ~ + ~ ~ + } ~ ; ,iF r` ~ % \ ~ t- f~ - ~ ~ t ~ , v ; 't 1, 1 `V ~ 1 u - ~ ~ ~ , r V I ~ ~ V A ~ l ~
d ~ r ~ I i ~ i I ~ I I i ~ ~ I \ `v ~ -,v ~ ~ E ~ CT,'~ _ • ' ~ i 1 I ~ I I ~ ~ r ~ ~ i~ / \ ~ A - - ~ ~ ~ \ \ r o
x' ~ ~ ,r ~ ( 0 p "i , r r~, ' is E RY (3~ o Y
r `7 I , ~ / ~ <,.,~j 1 ~ 1 ~ ~ ~ I f ~ j I ~ I ~ I ~ . I ; I , I l ~ ~ / A~ ~ \ ~~~ti A` ~ ~~1 I ~l
N ~ r 1 ~ Vy, r / ~ ~ vC ~ ~ ~ ~ r I , , I ~ / 1 i - N / ~ i ~ ~ ~ ~ A~ t\ V ~ ~ ~ \ ~ r ' ~ 1 `s ~ ~ "t 3 STS E ` O N °o
i , /
~ ~ ( , i j ~ ~ i ~ i ~ ~ r ~ + ( ~ I ~ ~ ~ / / ~ l ~ ) j ~ Y ~ AV f V 1 \ A t ~ A \ ~ 1+ ~ 1 S? ~ ~
~ ~ ~ / ` ~ ` l ~ f`7 i ( ~ - ~ ~ ~ ' ~ r \ d ~ ~ ~ , +f ( f Ci) ~ 1 % r ~ 1 ~ r r ~ ~ ~ ~ ~ / `;v ~ J ~ J / ~''il l r' ' ~ i , ~ ~ ~ ~ ~ ~l ' ~ i s '
l 1 ~ ~`j Ca ~ ~ ~ ~ i ~ 4 N ~ ~ ~ ~ t N~ pry V Cr ~ .Y ( I
/ / r I i" ~ ~ ~ I ~ ~ ~ ~ 1l ~ ~ rr') r' l ~ ' ' % li ~ ~ - ~ ~ V'V ! ~ ~ ' j ~ 1 J 1 ( f ~ r ~ ~ ~ r s' • ~1 i~ ~t,s ~ ~ i
r . ~ ~ t~ ~ .l l r ~ ~ ~.A o FORMER ~ t v ~ 1 ~ ~
k i ~ r I r l ~ l , ~ r j r + ~ l ~ ~ r / % ~ r i ( i = v ~ • ~ { , ~ ~ CJ' , { l r ~ ~ 1 r,( , , v ~ v~ , POND , ~ 1
~ ~ I 1 ~ v t ~ ~ ~ ~ r' i ,Cyr 1 ~ ~y.r I ~'r ~j~ ~ % r~ ~ / _ ~ v v ~ ~ (j~ v v, v 1 + I t , ~ ~ i ? ~ ~
,l ~ ~ r r' r ~ . i +Vr ! ' ~ ~ i r i-~~r(~~~V^1 ~n /f l l ''w; ~ r ~ ~ ~ V ~ ~ ~ 1 1~ r '`t ~ A ~
r l ~ r~ ~ ~ I i~ r 'vy~ t r r J A ~ lK / ~ _ ~ A A ~ , ~ j I ~ ~ 1 r ! i / ~ ~ / lr~ / ~ / ! C, 7i ~ r~ 1 ~ i !r r ~C~ ~ ' r r ~ / ~ v A ~ ~ \ \ n `,~v. / ~ i~ I ~ ~ C% t ~ ~ \ r~ i
i / / i ~ ri~,5 ~~r ~ I / it / ~ i ~ i ~ ~ + r / ~ r, ! / / / 1r~,i l r~r%' ~ ~ , ~ jl ~h.J~ ~ ~ ~ ~ S(` \ ~ ` \ • \ ~i / ~ ` t~ J '1 / 1 i v`tr^ ~ / r~ t ) + ~ l l "~1 1 ' 1 Ir ~ ~ i h/ _ ~7 r ~ A \ \ \ . J V ~ \ ~ ~ + \ ~ ~ ~ yV ~ ~ / ~ ~ ~ 1 t 1 I ~
~ ~ o, ~ l `,~1 C• / 1 r , r ~P ~ / ~,.r r., ! ~ l ~ ) / ~ / / ~ ~ ~ J ~ \ \ \ .A aoac \ ~ \ t ~ V V~ V'~ ~ r 1 V ~ ' r f 'i r f 1 ~ ~ ~ ~ ' ~ l~' ~ ~ ~ \ ''~A \ ~
/ / / / l r 1 ~ l 6 ~ ~ 1 ~ ~ ~ l
. 1 / ~ ti~ r/i~r l C'~ i r ~ ~ji v~ i~ N~j ~ ~pp p o ~ ® ~ ~ A A } i/ / ~ ! C\ 1 V 7 r C ~ IVf~U 42 oa a~ ` \ ~ V `t A i ( 'F ,z ' ' r~u f ~ t"v/ `x~ / ~ta r l ~ l , ~ i c~;i ~t ~ < r r ~ g YBAC~ ~ v \ \ v ~ ~ , ~ v, ~ ~ ~ . ~ NG EXISTING DECK
r 1. ~i, i~~, i y , A DS i i i > j l~y• j i r 1i l /`",i j!;' ~ j ~ ~ ~ r / ~m;-"° A , ~ (t t \ F~~ TO BE RE~OCWTED
r r t ~ _ T,yFN I
i t `~C i i t , r i I ( r l~ i D~,~
r A/ ~ r~ t 1 i ~ l i IPARIAN BUFFER ~ ~ - ~ , ~ ~ . 100 NEUSE R
r r 50 NEUSE RIVER ~ . 50' NEUSE RIVER ~
Ir'~~` i;;~~~/; ~ , RIPARIAN BUFFER FROM
I RIPARIAN BUFFER FROM E EDGE OF POND ~ C~ ~
~ i ~ f I EDGE OF POND I _ -TO BE REDEFINED BY NCDENR
- Y NCDENR TO BE REDEFINED B I A AFTER CONSTRUCTION
AFTER CONSTRUCTION ~
I
I ` ASHTON, JAMES L SR
I W MARTIN, ELIZABETH C HEIRS
a - PIN; 0779-03-15-8938 PIN: 0779-01-17-9060 ALL SI PLIFI 2
I 0 55.33 AC ~ 0.93 AC APPROVALS
= PB004, PG130 PB050, PG128 ~
P O ZONING: RR
ZONING; N N7 , USE: VACANT
N USE. AG SINGLE FAMILY
N Z TOP OF BANK ~ I
N
X W
O \ a \I ~
O
X X
GRAPHIC SCALE
w 30 0 15 30 60 w
E 1 inch = 30 it. m 5CALE 1°=30'
n P 7 ORK~NAL DATE
O 09-25-08
~ m~~ ~ LATEST REVISION DATE
a ~~~9 ` ~ I 02-19-09
0 ~ ~ DRAWN BY
CHECKED BY
N VqAcER QUALITY ND S Tar~„~v,AT ~tRNMcR a~~v r DEVELOPMENT ENGINEERING
O n a~~sa~s~ PROJECT NO. 08-197
n . 01
00 O N
U U SHEET
W 7 O NO.
w a
M
F- 0 O
J N

R 1'-6
3 SHOULDE GRASS GRAVEL RAVEL kEMa ROgo
3~ TO CL DITCH J
W - - - - W W RIP RAP CHECK DAM SPACED " ~ _ _ _ / FT
EVERY 50' ALONG DITCH AS = _ - - _ O ~
HOWN IN PLAN VIEW F~ _ - _ _ - S ~ + - - - ~ o®
~ COMPACTED SUB GRADE z U
u' ~
~ ~ 2' DITCH BOTTOM m ° WQ
~ 9~ ~ a
t`', c'a ° J 3
NOTE; GRAVEL TO DEPTH ~ 0 Op
SPECIFIED BY OWNER N.T.S. 0~
~ 1 CARPENTER POND ROAD
5.49 AC
14 24LF 24" RCP PB 134, PG 5 1 0 0~
ZONING: RR INVERTS TO BE ADJUSTED ~ EX. 50 R.O. w ~
USE: SINGLE FAMILY IN FIELD IF NECESSARY TO , N,T,S, ~ r a
ASHTON, JAMES L SR PROVIDE POSITIVE DRAINAGE SITE BENCHMARK ~
PIN: 0779-01-07-9681 , i, , ; ~ ~ eottttteeoeeioo
18.51 AC NEW GRAVEL DRIVE VE SEPTIC COVER 1 ~ ~ o®°~~~ SNooOOeo
5745 PG522 FES DB _ _ N A VD 8 8 ~ ,I , ~ ~ ~ '~y c~ ~®'®~~P ~~~j HIS SHEET ELE~ - 432,;.49 ~ ~ SITE ADDRESS: 1702 VIRGIL ROAD `d m•,
SEE SECTION, THIS SHEE NING, AG INV.=392.0 ZO ` ~ ~ ~ , DURHAM, NC 27703-8661 ~Q ~ ~ e
ANT
USE. VAC 1~~,~~ ~ PIN NUMBER 0779-Oi-17-7177 ti s
3,664 F T TAL i ~ \ ~ MAP REFERENCE PB 50 PG 0128
~ T A °A" 1,089 SF T®TAL ° ~ 1 ~ ~ A ~ ` , ~ i ! ® ZONING DISTRICT RR (RURAL RESIDENTIAL) s~~~ QQ.~~a
TREAM A Z E ~ ~ I - , ~,t~ ~ , ~ ' ! ,4> , ~,„1. ~ ' ~ DEVELOPMENT TIER SUBURBAN oo'00oree tt~~~~~ ~ ~ ~ V " ~ ( ~ i ~ ~
1 0 NEUSE RIPARIAN BUFFER S NRB IMPA S ~ ~ ' ' I ` . ! ~ 1 1 % ~ I 1 j ; ~ I ~ ~ ZONE 2 ~ ~ i ~ ~ , ~ ~ ~ ~ i ~~~I ~ ~ RIVER BASIN NEUSE RIVER
1 ' ` EX~ ; s 'S WATER SUPPLY WATERSHED F/J-B ~ ~ E ~
NRB IMPACTS , \ ~ i , , , , ~ r 1 , ~ s~~fi ~ \ 'I OVERLAY DISTRICT ~ N u ~ ~ 1
~ ~ \ v; 1 ~ ~ ~ i~ ~ ~ A SITE LAND AREA 2.64 AC ~ ~'j
i, ~ j 1. ' ~ < 1J ADD'L LAND AREA 0.73 AC (ACROSS STREET) ~ °0 i ~
I "I - l '/iii I ~ ~ ~ ~ ~ ~
AFT i 'L ~ 'Si (l ~ ~ ~ ! ~~7 t s Y 7 '"Y~ ~ 1 ~ ~ i ~ I i ~ ~ ' C(,l ~ G.7y~I ( 'i ( I ~ ~ ~ ~ , / ~ ~ ~ I ~ 7 if / 1 ~ i ~ ' i~ Q ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ TOTAL LAND AREA 3,37 AC 3 r•
~ ~ ~ N' v;N i , i I h f I j~ r~~.- ~ ~r ~ tip. n ~ ~ ~ I ~ ` ~ Ol~f n rq ~~v ~ ~ ~ ! i ~ ~ ~ ~ tC~ fir; ~ 1~ ~ i ~ t ' t A t ~ ~ ~ I I ' , V I f f ~ (~V ~ i ' I I I r ~ ~ 1 C~~ I' ~ y~ ~ Y ~ ~ ~ ~ Y- j~f l ~ 1 p~ t~R ~ EXI`~TIN~~~', ~ ~ ~ ~ EXISTING IMPERVIOUS AREA 0,10 AC //3,8~ a1 X 3 ~ ~0~ 1 ~ ~ i i ~ ~ / ~a QVEL ~ C;S isX t ' l ~ C D Z 1b F ~ G.,. 3~~,, - o
, ~ ~ i. , ` l' DFVE a> NEW IMPERVIOUS AREA 0,06 AC t
1 I ~ i ! ~ l jn~'°P~ ) ' 1 , ~ ~ 1 ~ i 1~ ; ~ / / : r, ,t I' / , ~ n~ , 1, _ ~ 1 S ~ 1 ~ ~ ± i ~ ~ << TOTAL POST-BUILD-OUT 0.16 AC (6,06%) ~ ~ ~ ~ ~ ~ ~ ~Z?~ IMPERVIOUS AREA ~
I i _ _ j ( ' rCf V.W 1 i 1 VA' - _ - - I I ~ ~ ~ ~ 1 1~~` I d ~r ~`~'{r ~I ( ~ ~~~,~~I~~ ~ ~~i' is ~ _ _ _ ~ ~ ~ ~ ~ ~ 1 ~ ~ d. ° a
I ~1~ I 1 ~ I ~ t ~ / r ~/i ~ 15 ~ i / `t 'f ~ ~ 1 ~ V1 ~t 6 ~ e r .r",-G ~ ~Fr~ ~ w ~
i a ~ ~ 3 ~ , ~ i ~ NIC _ ~ 'F h~ i' - k ~a T O \ \ i\ ` ` ~ ' ~P1, Q OWNER; JAMES L ASHTON SR ~ e ~
~ ~ ! ~ fv. r~ j~ ~ t f l~ 1 ~ ~ I I j 1 ~ 1 ~ 1~ . ~ ~ / n v; V \ V ~~t ~~nc r A ~ ~ I~ ~ ~~1 . ~ TINC ~ 8306 EAGLEVIEW DR a w X
EX ~t,_ ~ ~ ~ '~7 ' j / IS ORY ~ U, DURHAM, NC 27713 ~ ~ m° I'~. ~ ~ ~ ' ~ ~ 1 1 ~ ~ 3 ST SE ' ~ N 1 ~
~ . ( ~ N~~ 1 1 t ' ~ ( I ~ ~ I ! i ~ I ~ ' ~ '9 ~ ` Ck 00 wl SURVEY INFOR~A~ION PROVIDED BY. ~ ~
> ~ i l ' ~ ~ i ~ J 1 ~ i ~ -mil ~ ~ 1 , ~ ~ ~ ~ ` ~ t,,. r ~ ~ < ~ ~ I`? .Q ~ MURPHY GEOMATICS u ` ~ ~ n:
~ I i ~ E, I ~ ~ , ~ ~ t ~ I ) ~ ~ , v i 1 ~ \ ~ ~ RALEIGH, NC [phone] I~ ~
d' / r ~ ~ / ~ ~ A A 1 y ~ ~ ~ ,t ~ ~ ti ~ , i
~ i ~ ~ a i ~ INV.-392.3 , , o ` ~ j ~ ~ I i i ` ` , ~ J V \ ~ ~ ~ ` t 1 1 ~ 1~ ti~ n ~ r ~ ~ 3 ,
d' ~ ~ i ,q v ~ ~ j ~ „ , ~ N ~ ~ ~ ~
1 1 ~ I l~ ~ ~ ~ ~ ~ 1 ~1 ~ i ~ ~ ~ I ~ ~ ~ ~ ~ ~ % I ~ / ~~.V V ~ j~ ~ A V ` ~ l i / V ~ l i~ ~ ~ ~ ~ ~ t ~ iR, ~A o v ~ ~ FORMER , ~~k I i i t - i - ~ ~ ~ .,tip tt~' ~e I m Z .V ~ i
j ` 1 ~ ~ l r, I i ~ 1 ( ~ i ~ ~ ~ ~ ~ ' ~ AID ~ ~ ! ~ _ V A ~ I ~ ~ ~ i 1 ~ ~ ~i . r ~ ~ i 1 % ; ~ . ~ l i; ~ A ~ ~y ~ POND ~ 30 . ~,20 , 0' ,
/ ~ r V A ~ ~ V ~ ~ p ~ , r ~ - f' i % - ~ ~ 6 ~ 7 U r t / ~i ~ , , ~ v . ~ y ~ I l ~o ~ i ~ ~ I o
~ ' ` f ~ ~ ~ \ \ ` t fi'''r ~ e o ~ ~ t
i ~ ~ r / r ~ \ ~ ~ ~ ` l '
ll ' 9 y ~ ®E N
vy / ~ / ~ I~ / ! ' ,r ~ i i ~ ~ ~ SETBACK F~(~M , d ~ ~ ~ , ~ ~ ~ A ~ LIMITS OF DISTURBANCE/ m g
DENUDED AREA (0.5 AC) ~ o ~
i i / i l / ~I II. ~l p.ef
' / r i ®~N
~ ~ ~ . / i' , l , ~ r , ~ I r ~ ~ ~ ~ ~ ~ j ~ ST EAM I / ~ ~ ~ ~ ~ , , I ~ . ; ~ ~ ~ I RMIT ENT ~ 1~ ~ 1 1, / ~ ( ) r~.
r / ~ ! ; , , ~ ~ , : ~ ~ , , , / ~ ~ 100 NEUSE RIPARIAN BUFFER ~,,,/;a ' i~,~ 'r I ~ ~ , 50' NEUSE RIVER ~ ` ~ yr
~ ~ I , ~ ~ i i l r i ~ ~ 1 ' RIVER ~50 NEUSE RIPARIAN ,BUFFER FROM I ;tr~
32LF 48 RCP I , 1 ..B.. FFER FROM ~ STREAM RIPARIAN BU
I ! ~ 887 Sf T®TAL INVERTS TO BE ADJUSTED ~ I I ~ ~ - - IAL GE OF POND EDGE OF POND _
(PE ) ED STREAM B IN FIELD IF NECESSARY TO FES -TO BE REDEFINED BY NCDENR I ~ -TO BE REDEFINED BY NCDENR
I PROVIDE POSITIVE DRAINAGE ZONE 2 = .5 ~ AFTER CONSTRUCTION
INV. 395 AFTER CONSTRUCTION BIMPACT
I
ASHTON, JAMES L SR ` NOTES;
1,995 F TOTAL MARTIN ELIZABETH C HEIRS \ I ~ PIN: 0779-01-17--9060 1. ALL DISTURBED STREAM BUFFERS SHALL BE RE-VEGETATED
TA 'B' - S PIN: 0779-03-15 8938 I I ~ 0.93 AC WITH NATIVE, NON-FESCUE GRASSES.
1 GRAPHIC SCALE Z® 55.33 AC 30 0 15 30 60
PACTS ~ PB004, PG 130 PB050, PG1 ~8 2, A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
ZONING: RR _ ZONING; RR COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES,
i inch - 30 ft. ~ USE: VACANT 3. A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE
IN FAMILY USE. AG S GLE I SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE OF A ~ LAND-DISTURBING PERMIT,

4. IF TREE PROTECTION IS REQUIRED BY THE CITY/ COUNTY
PLANNING DEPARTMENT, TREE PROTECTION CERTIFICATION MUST BE
~ ~ t C SUBMITTED TO THE DURHAM COUNTY EROSION CONTROL DIVISION, AND TREE PROTECTION INSPECTION COMPLETED PRIOR TO
LAND-DISTURBANCE PERMIT ISSUANCE.
w ~~1 i i'~ ~ i `"~i? ~ ~ 1 ~I
- ~ ~i ~ ~1 IJ i~1 f 5, IF AN OFF-SITE SOIL SPOIL OR BORROW SITE IS UTILIZED,
a a THEN THAT OISTURBED AREA MUST BE INCLUDED IN THE LAND DISTURBANCE PLAN AND PERMIT UNLESS ALREADY PERMITTED.
N 3
- IZES MATERIALS SLOPES GEOMETRY LOCATIONS, EVALUATIONS, = FL000 HAZARD AREAS OF FUTURE 1. ALL S > 1. THIS SITE IS NOT IN ANY SPECIAL EXTENSIONS AND DEPTHS FOR ALL EXISTING AND PROPOSED STREETS AND 6. IF MORE THAN 5 ACRES ARE DISTURBED, AN IMPROVEMENT
°o CONDITIONS FLOOD HAZARD AREAS, AS SHOWN ON FIRM PANEL 0779 DATED " UTILITIES (WATERLINES, SANITARY SEWER LINES AND STORM DRAINAGE SECURITY WILL BE REQUIRED PRIOR TO LAND DISTURBING PERMIT ISSUANCE.
MAY 2, 2006. CONVEYANCE SYSTEMS1 SHALL BE DESIGNED TO THE SPECIFICATIONS SET FORTH N
" NDISTRUBED STREAM BUFFER, MEASURED IN THE DESIGN CRITERIA AND STANDARDS OF THE PUBLIC WORKS DEPARTMENT
2. STREAM BUFFERS; 50 FOOT WIDE U N CLEARING OR GRUBBING AND BE SUBJECT TO REVIEW AND APPROVAL BY THE PUBLIC WORKS o FROM THE TOP OF BANK, EACH SIDE OF STREAM. 0
NANCE OF EXISTING DEPARTMENT AT CONSTRUCTION DRAWING SUBMITTAL. w OTHER THAN SELECI1VE THINNING AND ORDINARY MAINTE
~ EXCEPT IN ACCORDANCE WITH 15A NCAC 028.233 (6) N VEGETATION PERMITTED, N 2. THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA - AS REQUIRED) 0
o VEGETAION MANAGEMENT, NO STRUCTURES OR FEATURES REQUIREING GRADI G THE STREAM BUFFER SETBACK. ANY WILL SUBMIT 3 SETS OF CONSTRUCTION DRAWINGS TO CITY ENGINEERING FOR
OR CONSTRUC110N MAY BE BUILT WITHIN DESIGNED AND REVIEW AND APPROVAL BEFORE STARTING CONSTRUCTION (SEE CONSTRUCTION ° USE ALLOWED BY SECTION 8.5,5 OF THE UDO SHALL BE
X NSTRUCTED TO MINIMIZE THE AMOUNT OF INTRUSION INTO THE STREAM PLAN APPROVAL PROCESS). NOTE; THE APPROVAL OF CONSTRUCTION DRAWINGS CO
v, BUFFER AND TO MINIMIZE CLEARING, GRADING, EROSION ANO WATER QUALITY IS SEPARATE FROM SITE PLAN APPROVAL.
w DEGRADATION, RAND _ 3. AS-BUILT DRAWINGS SHALL BE APPROVED PRIOR TO WATER METE
SANITARY SEWER SERVICE CONNECTION INSTALLATIONS AND PRIOR TO ISSUANCE
m OF A CERTIFICATE OF OCCUPANCY. n seALE 1"=30'
P T m ° ORIGINAL DATE
O 09-25-08
i d LATEST REVISION DATE
O 4 O 02-19-09
J DRAWN BY
nuenvcn ov
vnt.vncv v i
N O DEVELOPMENT ENGINEERING
n n PROJECT NO. 08-197
P 00
O N
F- u w SHEET
0 K NO. 2
a
F -
C) 0 J
N

J
~1 ®Z
0®
U~
3
Op
pN
W~
o o ~ ti 5 ~ TN
W ~ O
± ` ~ ~ N
a®® 11111111110®®A
e® ®i
~ ~
1 , ®A®®®~'1 'oe ,e 1
`~J oi~~~D IF'` ' I~ MME ~
S OONC
~~I t s~ 00 00 I 01
O~ Z
t t ~
~ t 1,~ i ! "
® ~ ~
~ x
t ~ ~m N
+k ~ O
~ ~
' a co
i \ ~ N
~ ~U
~ c t
~ O
W ~ o
o 0
Q o
~ a ~ ° I ~ ~
X03
l~ ~ ~ ~ i
i q N
k, ~ ~ z 1a ,
~ ~ ~ - I ~ Mi 1~ l~'i
~ I , ~ ~ 7 ~ ; t.~l
i.
I ' f
~l ~ ` ~
t ~ 1
~y ti~ ~ °t
4~ r~,.r--'
~ :,l,
f <i~~ I
~ ~ +4 ~ ~jj
~'C` r JJ//;`I~
J"I~
~r+ ~ j~ ; ~ ~ ~ v ~ ~
)rI .~i~ ~
I4L~ipr~

~ ~

r r
t~
SCALE 1"®15Q'
ORIGINAL DATE
~r~~- 09-25-OS
= LATEST REVIS~N DATE
02-19-09
DRAWN BY
IX
DEVELOPMENT ENGINEERING
0 _ GRAPHIC SC. n GRAPHIC SCALE PROJECT NO. 08-197
n 150 0 75 P 0 - 75 150 _ 300
o N
i inch = 150 u 1 inch = 150 it, SHEET
w 0 NO.
w
0 0
J N

i
I
1 ~
A 5.49 C
PB134 PG145
ZONING: RR Q W,
FAMILY USE. SINGLE EX. 50 R. `l
ASNTON, JAMES L SR a
• 77 -01-07-9681 PIN. 0 9 SITE BELICHMARK ~
1 AC 18.5 SEPTIC COVER ~ ~ ~_~~„1~'` ~ ~
DB5745, PG522 I~AVD '8S ~ ~ ~ 0 0 l~ t ' V F ~ ~ ~Q
ZONING: AG ELE\/ = 432.4 ~ t ! ~ ~ w
• VA ANT USE. C EXISTING 1 1 1 ~ Q
a,, - 12 CCP ~ i t l i ' 1 ~ t 1 i~ ~ I \ \ 1 l '
TO BE REMOVED ~ `r ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ 0~
, ~ ~ ~ l ' t`J ~ 1`~ ~ 1 , ~ ~ W
~ la. ~ I~ c9 ~
i-,, ~ 1 1 ' ~ ~ ~ ~ ~ 1 l
~ 1~~' , - ~ ~ ~ r~ Z ~ i ~-J ~ ~ i, ~ ~ ~
1 ~ ~ ,r ~ ~ 1 ~ ~ t!~ I
~ , ' ~ ' --\.75,5.14 ~ ~ ~ , - ~ ~ \ ~ ~ t i ~ ~ ~r
t ~ \ ~ ; , 1 ~ 1 'M~ ~ "
r ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ; lSi' ~ ~ ; ~~e ~ ~ : ~ i ~ \ ~ rat / ~ ~ ~l ~ / , i "v A ~ S7 ~ J ~ A ~ ~ ~ } ~'i I 1 ~ ~ ' . _ ,i< ; ~ ~I ~ ~ 1 1
~ I ~ CY r`~ !v" - ` J 4 I ~ f ~ r / n„ G'., ~ _./v ~`i % ,Ul ~ _ (1 i } i t\• l ,7 \ 1 I 1 ~ - i hV ~ 1 ~ Q r i ~ i ~ ~ , r I 1 y { ~ a = ~ i ~ ~ ~ A ~ I ~ ~ GR UEL_ ~ ~ ~ e~rtao~narsi°°i
p.~ ~ ! , -1 f i r,. i ~ ~ Ali ~ A5 % ~ ' V ~ 1. i ~ 1~ i ~ i ~ ' ~ ~ ~0 ',~yE~ ;r ~ , ~ ~ ~ <<;~; ~ r ~ s -T ~ ,
1 ~ ! CI- ~ ~ cal ~ ~ ~ , r ~ f i ~ ~ i , ~ v I ~ ; i ~ V ' _ ~ EA EA ~ ~ ~ ` ~ ~ 1 ( J ~ r, ; ` ~ ' r a~~~ psi _ ~ ~ o
~ I I ~ t~_ ; ~ .~lli~ , , 1, ~ ~ _ ~ ~ v~ A A
~ ~ ~ I , r~i,l oa ~ , _ _ ~ ~ I ~1-~ ~ _ ~ ~ ~ ~ ~ ! ! ~ I ~ ,rd`II` fit/ I i ~ i~ ~ t ti. ~ o
I ~ I 1 ! ~ i ! u~ I I ;RV?10~ = 010 ~C~~ / \ ' 4 .1 - , : ~ z = e
' ~ ~ ~ ,$~5~.A1. 3 i ~ ! / r~ ~ i ~ i ~ r ~ t ~ r ~V , ~ , ~ v ~ ~ v. , ,,~t o
7 C~~. ' j ~ h A~l' r~ + ~ Ol 1 / ~ I ~ ' ~ ~ J ~ ~ r ! ~ ! ir~/fl ~ ! ~l ~ ~ ~ ~ \ ~ ~v`v C ~r,
~V ~ ~ 1 f ~ r 1 ~ t 1 I j ' f ! ! ~ r i ~ ~ ~ \ \ .v ~ 1 \ ~ ~ . ~ ~ _ ~ ~ 7$ ~ ` r-~ cS 1 ~ 3 S~0 E ~ O N' es°°10~ ~ ~oo® ~e® : K~ U A
_1 ~ \ r ~ ~ r i r I ~ ! ~ ~ r i r j' , ~ ~ ~ ~ ~ -
I r J ~ / / ~ ~ ~ r 1 ~ 1 I I i ® t I r r I / \ ~ ~ ~ ~ ~ ~t, ti ~ ~4~.~ ~10 I ~ l I ~ ~ I I , ~ I j I 1 4 i ®~®~~P`vl ~ i i r r ; ~ ~ ~ ~ ~ `v ~ \ ~t \ V \ r~ ~ ~ I r r 1 A ~ ~ ~
1~ h ' ~ ~ ~ ~1 ~ ~ r~~ ~ t~~ ~ V 1 ~ ~ d~' dam' I
r 1 ~ i !1~ ~i I. 1. ( j ~~i ~ ICF~ ~ V\ A ~•,v ( \SI l NI n.. ~ I l~ 1 ! r~ ) ~l Ilr .r~r r ~ ~ ~~,i ~ ~ l` ~ ~ ~ ~ V ~~j7 ~ ~4 }I ~ ~ 1~ ~ / 1 ~ ~ ~ I ~ 1 i ~ <r- j woo a~ x, r ~ ' ` ~ U ~ ~ ~ ~ ~'1 ` ~ ~ III
4 . ~ r r r / I r ~i ~ t i ~ ~ r` ~ ~ ~ ~ ~ ` r ~ / ~ I ~ " _ - \ ~J._ ~ ~ A 1 1 ~ / ~\y, ~ ~ k ~ ~ ~ r' I ; R. ~ ~ ~ ~ ~ ~ ~ v , `v ~ FORMER 1, t ,
~ / r r /r, ~J1~ ~i'1 l~l~ r ~ ~ ~ ` / - ~ ~ v ~ ( ~ i l ~ ~~,i1" 1 ~ ,t
i / ~ ~ I I ~ ~ lk~/ / r ~ ~ 1V ~ ~ r' ~ ~ T~ ~p it f f ~ A~ POND ! ~ ~ . 1 i I l ~ ~ V~'' l t A . l ' ~ . ' ~ ~ ECK' ~ ~ ! v X 3
/ ~ V• , i` ' r ~ ~ i G , ~v, ~ ! ~ l ~J ~ / , 9k' i'V'; / ` V A A ~ , A \ ~ i ~ ~ ~ t + } ; t 1 r i ~ i~ ~ I r f ~i ,i h fir Ay,i~ 1~,.. / /,'~.L~, Vr r` f ~ ~ - % ~ `V ~ k' .A~ ~ I ~ 1 A i l ~ i ~ i n I ~ `Cjr ' , i ' r ~ , n~ i A \ ~ V ~ . ~ \ 4 ~ ~ C3~
t l i ~ \ V ~i 7 I i' ~ ~Mti 11 r 'i i:~ b ~l, ~ l / v ~ c i i~ v ~ v6 v ~ ~ 5
~ f Vri~/t- ~ ~ ~i~y ~ i ~ ~ ~~r ~ , ~t~~ , 1, ~ ~ ~ C~;~ J r ~ ~ ~ / ~ ~ ~ ~ J ~ ~ ~ ~ ~ ~ ~ ..n .v ~ ~ \ 1 ` ~ H
i ~ n" ~ ~ ~ 't~ C ~°`r ~ / ,y.I 1 ~cl-l ~ ~ ~O~D`1 ~ ~ l i ~ ! / i i' ~ ~ Sl. ,V A \ ~ V v v~ v w / ~ 0~ ~ / / / 7//pr„ i'~r ; ~ i / ~ < < I r.., , r ` l ~ ) - / be ~ \ \ ~ w ~
fir' ~ ~ I ~ l ~ ~ ~1 / r, ~I , ~y l 1 ! ? \ ~ rr~l, / ! r~ti ~ ~ ~ _
_ _ G ^ EXISTING DECK - ° ~ ~ o
q~T TO BE RELOQATED ,m
r~ ~ l ~ - • ~ / ~ ~ J l rr 1 ~ ~ i i ~ ! lC~ I~ r ~ / ~C ~ ` ~ ' _ ~V A , ~ ~ ` \ ~ r / 1 ~7 / h ~ r , ~ ~ ~ ~ r r i / ~ ~ yFN ~ o
~ ~ 1 / r ~ i / i, / i i i ~ l ( l ~ 1 J` l I ~ ~ f ~ ~ ~ / ~ ~ r' j ~ l ~l 1 1 r ~ l / ~ ~ O~~ ~
a
r ~ ~ / r~ / ~ r jll I; l~r( ~ ~ ~ ~ ~°o N
~ ~ i` i, (l ~r 6U
I ~ ~ ~Z C
I i'r~ i11 L
°i ~ 0
W~
i ZONIN EX 5~~ R'~.W ~ ° o
• E FAM I LY USE. SINGL c~
ASNTON JAMES L SR
-01-07-9681 PIN. 0779 SITE BENCHMARK ! ~ `~G' r,. y o
1 AC 18.5 NEW GRAVEL DRIVE SEPTIC COVER ' ~ ~',1 ~ ~ ~ ~ -B y.
k DRIVE NAVD 88 ~ ~1~' 1 ~ ~ ~
j DB5745, PG522 -SEE SECTION, SHEET ,~.i }N, SHEET 2 c' ~ ! ~ ~ I EI~EV = 432.4) ~ ~ ~ ~ 3
ZONING: AG 1 1
USE: VACANT i ~ ~x~l= 1
I,
I ~ ~ ~ ~ ~ ~ ' ~ 1 ~ ~ ~~1 ~ ~ ~
, ~ ~ ~ ~ cam; ~ ~ ~ ~ ,F' ~ 1 r 1 ~ ,1
1 ~ ~I - ~ I I ~ i ~ ~ ~ ' , . l 'i ~ ~
? ~ ~ ~ ~ ~ ~ i r ; } t ~ i } ,I , D ~ ~~r ~ ~ i ~ 't' ~~y"Y ~ 1 ti ~ ~ 1 Ep , ~ 1'~
y ` ` ~ I~ I. ~ r l l ~ ~ ~ I ' _ y, ~ ~ ,~~yi w 1,~, ~,~!1 1 } ~ yes
\ 'I 5° 4 54 ; . ~ t ~ i ~ I ~ ~ , ~ ~ i ~I ~I
,.l r ,r ~ I v I ~ 1 } ~ i ` 1 I E\ ~.=mss. ~ 1 ~ ~ ~ 4 V ~ ~ ~ V , i ~ ~ ~ ~ ~ V ~ ~ ~ t ~ ~ ~ t' , ~ I ~ i ~ - `~~l,r' ~ --.75.1 ~ , ~ ~ , , , , , , .
i ! (~-_'~y-~ I~t t ~ t ~ ' ~ ~-1 i ~ , / i A ~ ~ r. vs ~ :-%i - v~~•~ ~ ~ ~ 1 i 1 ~
~ t sr~ ~ ~ / , ~ . _ r . , P~O~,T 1 ~ TING~ r„ ~7 kk~
' ~ , ~ ~ , I ~ t 1~
~ I ~
~ ~ ~ ~ ~ / ; ,Ili.. ~ r r l i l ' ~ ~ , _...u ~ ` ~ ~ ~ ~ ~ ~ ' lMPE~tVIQU = .13~`~ ~ ~ TB~1 t~ ~ I,'_~,~ , ~ _ ~ ~
1 ~ ~ ~ CKJ I I j~ f j ; ~ i I I , ~ r lX~ , ~ i , A~ ~ V ~C t p ~ ~~Ri~SS~ 1~l ~ A 1`~ ~ 1
~ ~,-I- ~ J ~ 1 r I I I I I I r ( 10 - r l ~ ~ r r ACC~fllt \ \ ~ ~ ~ ~
Q
l ~ .A i `~7^ I ~ (;T) r 1 ~ I RR ~/(~j She ~ ~ ~ I "lJ ~ ~y~ \ ~ A 'V ~ ~ ~ ~A A I ~~S,i ~ P..A ~ I i~i~ ^'i ~ ~ 1. ;t ~ I~ _ ~ A „ ` ~ ~ ~ ~
` X P'10'l~ ~.9~~,cf~~ ~1 1\ ~ K ~ UrJE } N r.~.. E H ~
'\y, w7` ~ ~l' / / ~ l`~ ~ ~ ~ ~ I . i I ! , ~ ; ~ ` ~ ~ ~ A) r ~ j' { I ~ - v ~ ~ ` V ~ V ~ \ V ~ ~ ~ ' i A \ U 1
t ~ , r r , , / z " I ~ t ~ ~ ~ ' l ~ l r ! i i r ~ ~ ! . j i .J ~ ~ ~ ~ ~ A ~ ~ ~
a , 1 f ~ ' ~ r ~ I r i I ~ ~ i L '~l ~ • ~ ~ } l % ' r' \ v ~ ~ V ,v ~ 1 , G~ ~ ~ `1 m I ~ r r ' I ( i ~ ( \A r ~ ` ~ ~ ~ / p ~ ~ v ~ , A ~ t 1, d'~ ~ti...._. A l
l~-^ f ~ ~ N~ r m ~ ~ / I 1 ~ ~Y 1 V \ ~ ~ ~ \ V ~ ~4 ~ A
1 / i Q I I ! ~ ~ , ~ ( ! ~ ~ / 1 ~ ! ~ J4 t ~ i ~ r p~, ~ ~ ~ V ~ ' ~ V ~ , y A. ~ ~ ~,~jr, 1 1 J ~ ~ ~N~ ~ ~ 1 I ~ i ~ J/ ~ ! r I '~"1 1 !~,rl' ! l ~ ~X~ ~ 1 J / w~ ~ ~ v~~ v .p v ~ ~
~ ~ / r I ~ ~ ~ }!I tlf t 1 it s ~ ~ / ~ / ~ ~}1~ v, \ ~7 v,~. ~ ~ ~ ~C) r r ! - ~ FORMER ,
r I
/ ~ r , . ,a r~ ~ X POND ~ 30 , ,.20 ~ ~ , ~ / , ~ ~ ~ ~ l i v v ~ ~ I } y x.20'' ~ j ~ ~ ~
N ,v , r ~ r,c,.,~,~'~,, ~ _ r _ 'y ~ v ,Cf~'v'~~ A 'ZONE ~1 ~o~N '2.~ ~ ~ Q \ ~ S _ , i,
~ ~ J _ A A ~ ~ Ci ~ i' ~ t ~ 1 i { r~,~` ~ ~ ~`1 ~ ~ ~t `'I
/ ~ ~ i ~ r ~ . I i i i 6 v \ v \ ~ 1 ` a
~
1~~ i j ~ ~ • / ~ ) t/ ~ J ! 1r-~i nil ~ i~i~ r 1 ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~
~ ~ ! ~ ~ / ~ ~ 7 ! t 1 i ~ r f 1 i ~ ~ ~ / / ~ 1 f i % 1
~ y ~ ~ ~ i 1 rl r , 1 ,r,~~ r ~ I ~ ~ ~ i
m f h ' / r ~ ~'~Il ~ ~l` ~ ~ r`' r -i/r ~ 1 ~ A~, ~ j ~ ~ / I ~ Q 1 f I I t I
t~ t i 4 / ~ j s
i ~ ~ ~ i ' r l ~ ~
0] ~ ~ _ ~ ~ 1 ~ ' ~~q® ~ ~ ` ~ ~ r 1 • ~ ~ r~l f ~ SCALE 1°=30'
1 ORIGINAL DATE
~ ~lii ~ ,I~ a r C mL L.~ :L~ 1 ~ r 09-25-OS
0 LATEST REVISION DATE
rv 4 02-19-09
J . DETENTION DRAWN BY
~ i I nnr nr..r. nn~~r~IT If1nPT A .~.,r ~ ~„~T nnin nnuc~iT I I noc nn~n nouc~iT ioncr_nnici no?~rnir i i REQUIRED i ,.uC,.,,~„
iM PRE-DEVELOPMENT P051 utVtLUPMtNI rKt-utvtwrmcrvi rw i MINI 1"VJI-UCVCLVr-MGIVI rING UGVLLVr IVILIVI rVVI-vwl_wl IVIL.lvl Lf1G41~GV DI
N BASIN NAME 1-YEAR DISCHARGE 1-YEAR DISCHARGE % INCREASE 2-YEAR DISCHARGE 2-YEAR o: ARGE 2-YEAR DISCHARGE % INCREASE 10-YEAR DISCHARGE 10-YEAR DISCHARGE % INCREASE (YES/NO) REMARKS DEVELOPMENT ENGINEERING
h PROJECT NO. 08-197
P 1,78 cfs 1,90 cfs 63 2,22 cfs 2.37 cf. 1 co 2.37 cfs 6.7 2.79 cfs 2.97 cfs 6.4 NO GRAPHIC SCALE
0 ~ 2 1,23 cfs 1,29 cfs 4,9 1.53 cfs 1,62 cf., 1.62 cfs 5.9 1.92 cfs 2.03 cfs 5.7 NO 30 0 15 30 60 SHEET
u w
1 inch = 30 ft.
d
F
0 0
N