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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Station
--- --- -- -------- .-`"-)(From/To)

Structure
Size/Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac) Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac) Existing
Channel
Impacts
Permanent
(ft) Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
...................................................................................................................................«.....028+08 -L
----------------------------------------------------------------------------------------------------- -------------------- -- ---- 60" RCP 0.11 0.02 0.02 170
SITE 2 HAS BEEN AVOIDED
................................................................................................................................... .. 51+10 -L-
•».....v
-- 9'X T RCBC 1.00 0.45 0.06 0.01 363
.....................................................................................................................................?.o
...
---------- - -- --------... - ----- - --- -- - -69 74 L-
--- ----- 2 @ 8'X 8' RCBC 2.04 0.14 0.07 484
- ------ ---------
24" RCP
0.15
0.02
+021476+76 L BRIDGE 0.24 0.05 1.83 33.11
---------------------------------------_--.------------------------------------ __-_-------------- -------- --------- t{ "97+90-1-- 48" RCP 1.56 0.18 1147
44,07+50 -L RT RISER NO WET LAND OR S TREAM IMP ACTS AT THI S SITE
----_----------------------------------------------------------------_--------------------------- --- ------- -- 15+10 -L- 3 @ 10' X 10' RCBC 0
10 0
06 0
0
. . .
5 204
°5+00 -L- LT 24" RCP 0.13 0.02
a???aaauu06664 a?uuuuuuuauu????60 ?auauua?a?aaa?uun???uu?uauau??u??u?a?aubIN/NIN10oo@00@CD0/32+00 Y22 NA NO WETLAND OR STREAM IMPACTS AT THIS SITE

-- -- ---- -_------
5.32
0.05
2.53
33.11
0.38
0.01
2368
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
BEAUFORT COUNTY
PROJECT: 34440. 1.1 (R-2510B)
SHEET 1 Or- O$ 10/2/2006

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STATE OF NORTH CAROLINA RATS _ RARraon=IIYI ". M*
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DIVISION OF HIGHWAYS WA"1 MP
BEA UFOR T COUNTY
LOCATION. US 17 FROM SOUTH OF SR 1149 PRICE ROAD AND US 17 PRELIMINARY PLANS
TO NORTH OF SR 1509 SPRINGS ROAD
OCTOBER 2, 2006
TYPE OF WORK GRADING, DRAINAGE, PAVING, WIDENING, RESURFACINGvijt ?QavJ ??? 5 of I fly
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INV. OUT= 16ft
Q50(Chart) = 65cfs
Q50(Regression_rural) = 155cfs
Q50(Regression urban) = 399cfs
IS. G OU D Q100(Chart) = 79cfs
Q100(Regression rural)= 201cfs
30 EN ERLNE Q100(Regression urban= 470cfs
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DESIGN HIGH WATER ELEV.... . 15.6 FT
BASE DISCHARGE ...................... 700 CFS
BASE HIGH WATER ELEV.......... 16.1 FT
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DESIGN DISCHARGE .................650 CFS
DESIGN FREQUENCY ................50 YR
DESIGN HIGH WATER ELEV.... . 13.7 FT
BASE DISCHARGE ...................... 750 CFS
BASE HIGH WATER ELEV.......... 14.3 FT
OVERTOPPING FREQUENCY..... 500 YR +
OVERTOPPING DISCHARGE ...... 1400 CFS
OVERTOPPING ELEV ................. .19.8 FT
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DESIGN FREQUENCY ................50 YR
DESIGN HIGH WATER ELEV..... 9.05 FT
BASE DISCHARGE ......................1470 CFS
BASE HIGH WATER ELEV.......... 9.61 FT
OVERTOPPING FREQUENCY..... 500 YR
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