20081070 Ver 1_Site Plan_20080827

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STREAM CROSSING & CONDUIT IMPACT 001 DETAIL DETAIL m
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RUSSELL D. GROGAN, JR. ~ a
TRACT 1 DB 1074 F 807 Q
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09 AC 1.72 AC
21 1 33 <°c~ W PERMANENT IMPACT #001 ~~ti ~fi ~ ~
4.44 c TEMP. IMPACT #d0 IMPACT #00 ~~,A ~ 52 Q' ~ ~
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> o0 ^ 7 LF /AMP ~ ~ 37 0 C ' Q
a .z2 32 70 LF CMP MP r a
1. AD ~Q LF Discharge Apron ~ o s oo s oa . tia o0 _ NO SCALE
120 LF Total Permanent Impact VICINITY MAP
Tem o~rary Stream Impact 001; 2 ~ emporary Gravel Construction Crossing S
T r r r m ff r D ST- 30 LF empo a y Upst ea Ca a am , ~ ~ ~
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a ~ ,.4 A~ 1 SO LF Total Temporary and Permanent Impact 50 ~F Rip Rap Discharge Apron ~ ~ . = ~ p
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See S2 for Culvert Sections and Construction Details e~ ~ ~ r~/y
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118 ST•C ~ p ~ N q
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T 0,80 Ac.
p W ~ ToTST-6 ~ Northern extent of jurisdictional stream within project boundary. w m, 1 a
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1.29 A ~11'~`r DWGHT M. COOK
DB 765 P 902 ~ ~ ~ 1 ~ ~ ~I Wit.
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26 1,37 AC 1.88 AC t~ _ ~ ~ ~ ~ ~ ~ m 1.88 AC , r,, ~ ~ti
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6 A 1.8DAC 15 ac TS -
1130 14
1.30 Ac.
P5 1.74 AC 1.32 C 11 1.74 AC P ~ ,
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~ Undiafur 46 50' Buffer 11 2.10 C T T- 1 an 1,64 A rySD SIMMONS OR BAPPSi Ci1URCH I ' ~ J-~~ ~j C8503P 104 DB 400P 1240 _ DB 200 275
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CAF 24 1.82 AC ~jQ 1.40 AC ~ 1 ~;t `
n`5 ~ °sa 2.40 A,c. 1.50 Ac. ~ N 5
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1.07 AC ~ t 0,60A. 5 m , < ~ a , 1 I-
1.03 AC vbi 12 23 m 1 2 A 1. C p
12 C es,n<. 15 ~ Clae~fib~ , ~N 0 ~ alltience T-~ G!earP 8 ~l SCALE 1:12000 o p ~ 0 100 200 -300 400 500 6D0 700 800 900 YARDS Q ~ ~~7~0
S a ~ 5 . hi~,{~ 46 $ TST A 1.39 AC p ~ ..1 0 1000 2000 FEET ~l
'~29 ~ ao 1 A l ~ 1A 1.40 A ' ,
14 1.40 A ~ 1.25 AC 17A .Cear SOW - ! Apr 2.30 c. D 100 '200' 300 400 500 B00 700 800 METERS e '
O N 1 n 0.55 Ac. 8° W s,
1.03 AC ^ ~ TST- rsT• T •B 0 0° 2' 0. 0° 0 0° 31' ~0. 0" 0 0° 1' 0. 0" ~
~ 1.80 Ac. ~ .o p 1.31 AC a. to s a ° s as y 8 Name, MT AIRY SOUTH` ' Location: 036° 25':40.86" N 080° 31' 28.34" W
1.98 AC 1.28 AC Date: 5/2812008 Caption: Ingleside Subdi~rision -'Burry County, NC -New Culvert Location
r ED ING N aAD s ~ Scale,1 inch equals 1000 feet 36-25-55 itl, 80-31-20 W
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ri r B Copyright (C)1898, Map4ech, Inc. O O ~n Q
50 ~ N 1.22 AC ~ Q
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0 1.02 AC 47 AC 94 A 39
TST-1 1,o Ac
9+18,94 ~j 0.90 Ac. 6
nj 121 C Note: The solid blue line representing the unnamed tributary that is the subject of this application is the only
51 j~ 1,37 AC F~ jurisdictional water and/or wetland within the project boundaries, ~ ~ ~
si TT.c Q~~~~`5 s~r,~ ~O ~~o r 1.04 AC a
F ~~¢a ~~n p~ to 0^5~y° y`~~` 0.80 Ac.
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~ TST• 47 AC w Ditc 11 11 ~
4 \ ~ 0.8D Ac. 3 263 C w
NOTE 1. 8 A o;
y j ndLsturbe 50' Buffer --,re_..._ , AlongBrenc
Temp. ary " q~e, lop ~t°p ~ c
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LEGEND: T • 0 U
y/rl /"'Cii~ ~ KEN Ef H .THOMAS 52 1~1D i(Typical) T5T- 1 D 594P 87 Southern extent of 'urisdictional stream within ro'ect baunda . Z
'9J, 1.86 AC ~ 1 ~ p Tem ora Sediment Tra ect boundary. w
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Ditch and Sheet Flow D~rectian b Po 0.' ~
TST TST CµURCµ R C ~
Outlet Stabilization Structure 1 DAo n~ ~~5° 5 2 ,Clear Flow i y1{~M1M ..r 4 ~ V ~
Sllt a Culvert Inlet Tem ,Sediment Tra
~ p I r wIn a o s~ G CUIVBrt Tempo OraYei ~ was a at b N
m Constru Q ° Q Q 5 EntranceJExit eosClenC @C nO ~ 0?WNER & DEVEI.(JPER SOUTH WESTFIELD TQWNSHIP ~ ~chnology, P.A. IN~t_ESiDE l.l_c .BURRY COUNTY NORTH.CAROLINA ~
Temporary Diversion Ditch _ G m
New Side Ditch (see liner schedule) a ti qo e 198 N. MAIN STREET CONTOUR INTERVAL = 5 FEET z the MOUNT AIRY, NC 27030 ~
.Clearing Limits PHONE [phone] FROM SORRY CO. GIS DATA
Draznage Divide E®~ME~T/~T~QN PREPARED BY o ?5 ~~o soo 45o eoo _ m
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- Drainage sub-Divide CONTROL PL 1.20 Ac. Drainage Area ~ LEWIS N COX
L P PL5 No. L-2924 APPROXIMATE GRAPHIC SCALE IN FEET o P.O. BOX 202 1 INCH =150 FEET
a.ooac. Contributing Water Flow prepared for this develo Lewis N. Cox, PLS; with hi d~VtOvpn1~~1~ by TOAST,NC27049 development PHONE; [phone] Copies of any portion of this map by any means, including but not limited
FAX; [phone] to, the data shown hereon, by any person or group for any private or public use without permission from Lewis N. Cox, PLS, is prohibited. All rights to r d
with his permission. dispersement of this map belong solely to Lewis N. Cox, PLS a Q z
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~ PVI STA = 9+55.63 . ~ ~ r• W ~Q
~ ~ PVI ELEV =1086.04
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K = 20.05
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9+44 1084.7
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LOW POINT ELEVATION = 1092.4 =1092.42 ~ ~
LOW POINT STATION = 9+56.94 9+56.94 +7 gp/p

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DATUM ELEV
1075.00
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Lon itudinal Sectian at Grassing 9
Scale: 1" = 3Q ft S2
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70'-0" 50'-0"
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C/L OF ROAD 1092.43 o ~
SURFACE OF ROAD ~ d ^ Q
PIPE INVERT ~'f'~'.~.'.'fr~.r/r'
1090 '/rf Jr'.~/.'r•'/ CLASS B RIPRAP ON 'i r'.'!.'.'/
FILTER FABRIC f f
APPROX. TOP OF BANK COMPACTED FILL r.'r`r. W
APPROX. STREAM INVERT r ~~',~.'.~r~.',~.~~,~~,,f'r,{.~. 0
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ON T~ RUCTION SEQUENCE
1085 1084.4 N q r`r'
2% SLOP ~ ~ ~ ~ 1. OBTAIN PERMITS
0 2. HOLD PRE•CONSTRUCTION MEETING WITH EROSION CONTROL OFFICER
3. INSTALL TEMPORARY SANDBAG COFFER DAM UPSTREAM FOR PUMP•AROUND.
COMPACTED ABC STONE LIMIT UPSTREAM TEMPORARY IMPACT TO 50 FT, LIMIT DOWNSTREAM
IMPACT TO EXTENT OF OUTLET PROTECTION PAD 4. DEWATER 51TE
" 1480 STREAM INVERT FIELD MEASURE STREAM INVERT. q5° 5. EXCAVATE FOR PIPE BED d
SET PIPE INVERT 1'-0" BELOW STREAM INVERT. 6. PLACE AND COMPACT ABC STONE PIPE BED
6 ABC STONE, 7. PLACE PIPE ~
COMPACTED REMOVE COFFER DAM ro
9. PLACE FILL FOR ROADWAY
2 3 Section Along Plpe Section Across Pipe 10. CLEAN UP AND SEED PER SEEDING INSTRUCTIONS o
Scale: 1 " = 20 ft Horizontal _ sz s2 1 5 ft w N
1 " = 5 ft Vertical 0 ~ p
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