20171577 Ver 1_Impact Information_20171212

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See Sheet iB For Conventional Symbols
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JOH1�lST01� CO U1�lTY
LOCATION: I-95 FROM JUST SOUTH OF SR 1001 (LIZZIE MILL RD.)
TO THE JOH11lSTON/WILSON COU11lTY LI11lE JUST
NORTH OF NC 222
TYPE OF WORK GRADING, DRAl1VAGE, PAVIIIIG � STRUCTURES
B UFFER A1�D WETLAI�DS
IMPA CT DRA WI1�lGS
3EGIN BRIDGE _yq_ S 1 T E 4
YI- STA.19+29.86 -Y2- SITE 3 (BIZZELL �GROVE
SR 2137
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(LIZZIE MILL RD.)
SITE 2
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SR 2130
(MICRO R
3RIDGE
19+1639
-Y4- STA.21+34.89
THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
SITE 5
ElYD NCDOT
PROjECT I-5786
-� STA. 265 + 43.93
BEGIN NCDOT
PROJECT I-3318BB
-L- STA. 10+50.00
END NCDOT
PROJECT I-5786
-L- STA.3h6+00.
BEGIN NCDOT
PROJECT B-4937
-L- STA. 7+47.26
-Y6-
SR 2399
(TRUCKSTOP RD.)
E1VD 1�CDOT
PROJECT I-33I8BB
PROJECT I-5786
-Ir STA. 292 + 93.81
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301
END NCDOT
PROJECT B-4937
PROJECT I-5786 �
JUST 1VORTH OF
BR. NO. 122
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALl SIGNATURES COMPLETED
. Prepared for the North Caro[ina Departmen�
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH " arr.anspo.:anon �n the or�;�e ot.�
��WETHERIL� �-_,�
ADT 2017 = 35,590
� ENGINEERING
50 25 0 50 700 , g �a�Wppy
ADT 2037 = 41,900 ° ,�� ° c,�
PLANS
K= 12 % LENGTH ROADWAY TIP PROJECT I-5786 = 7.284 MILES zou sr�NnaRn srEcrFicAnoxs �� ��s
50 25 0 50 l00 D= 55 % RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE � s
PROJECT ENG7NEER � �
T= 29 %' TOTAL LENGTH OF TIP PROJECT I-5786 = 7.284 MILES NA � �
PROFILE (HORIZONTAL) V= 70 MPH LETTING DATE: B�B A. MAY, PE ��, ,�e
* TTST = Z3% DUAL = 6% 1'ROJECT DESlGN ENGINEER '9'�. ��'
10 5 0 10 20 FUNC CLASS=INTERSTATE JULY 18, 2017 °� v�ae���
PROFILE (VERTICAL) STATEWIDE TIER NCDOT CONTACT.• COREY McLAM6, PE
DlVfSION 4:PROJECT MANAGLR

BUFFER IMPACTS SUMMARY
I M PACT BUFFER WETLANDS IN
TYPE ALLOWABLE MITIGABLE REPLACEMENT BUFFERS
SITE STRUCTURE SIZE / STATION
NO. TYPE (FROM/TO) ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 ZONE 1 ZONE 2
CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
1 1@7x6 RCBC 39+20 X 2476 1800 4276 0 0 0 0 0
2 2@8X11 RCBC 107+05 X 1262 2385 3647 0 0 0 0 0
3 24" RCP 177+85 X 0 0 0 0 0 0 0 0
4 48" RCP 211+53 X 7901 5288 13189 0 0 0 0 0
5 2@7X8 RCBC 243+85 10125 7083 14502 0 0 0 0 0
0
TOTAL: 21764 16556 35614 0 0 0 0 0
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
JOHNSTON COUNTY
PROJECT: I-5786

JURISDICTIONAL
AND
BUFFER
STREAM
CARL J. CAPPS
DB i330 - PG i34
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ETHERILL Raleigh, N.C. z7606 /-5786 6
ENGINEERING License No. F-0377
Bus: 919 851 8077 k.W SHEET No.
Fax: [phone]
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ETHERILL Raleigh, N.C. 27606 �-5786
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Fax: [phone]
1RANSPORTATION PL4NNING/�ESIGN - BR�pGE�STRUCTURE OESIGN
CN145ITE �ESIGN - GIS/GPS - CONSTRUCIION OBSERVNrtON
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ETHERILL Raleigh, N.C. 27606 �-5786 �9
ENGINEERING License Na. F-037�
Bus: 919 B51 8077 RnN SHEE7 NO.
Fax: [phone]
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T = 37023'
R = I,400A0'
1223 ]ones Franklin Rd. PROIECT REFERENCE NO. SHEET NO.
ETHERILL Raleigh, N.C. z7606 /-5786 22
ENGINEERING License No. F-0377
Bus: 919 851 8077 k.W SHEET No.
Fax: [phone]
TNANSPORTATION PIANMNG/DESIGN - BRIDGE/SIRUCI'LIRE OFSIGN
CN1451TEDESIGN-GIS/GPS-CONSTRIILTION055ERVFll10N � I � �
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
EXISTING
CHANNEL
EXISTING EXISTING
PERMANENT MECHANIZED HAND IMPACTS
TEMP. FILL IN EXCAVATION PERMANENT TEMP. SW CHANNEL CHANNEL
SITE STRUCTURE SIZE / STATION FILL IN CLEARING IN CLEARING IN PERMANENT
WETLANDS IN WETLANDS SW IMPACTS IMPACTS IMPACTS IMPACTS
NO. TYPE (FROM/TO) WETLANDS WETLANDS WETLANDS BANK
(AC) (AC) (AC) (AC) (AC) (AC) (AC) PERMANENT STABILIZATIO TEMP.
(FT) N (FT)
(FT)
1 1@7x6 RCBC 39+20 0 0 0 0 0
2 2@8X11 RCBC 107+05 0 0 0 0 0
3 24" RCP 177+85 0 0 0 0.03 0
4 48" RCP 211+53 0 0 0 0.02 0
5 2@7X8 RCBC 243+85 0 0 0 0.09 0.45
TOTALS: 0.14
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
JOHNSTON COUNTY
PROJECT: I-5786

DETAIL F
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Raleigh, N.C. 27606
License No. F-037J 1-5786 /6
Bus: 919 B51 8077 RnN SHEE7 NO.
Fax: [phone] , �
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1223 JoneS Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
ETHERILL Raleigh, N.C. 27606 �-5786 �9
ENGINEERING License Na. F-037�
Bus: 919 B51 8077 RnN SHEE7 NO.
Fax: [phone]
1RANSPORTATION PL4NNING/�ESIGN - BR�pGE�STRUCTURE OESIGN
CN145ITE�ESIGN-GIS/GPS-CONSTRUCIIONOBSERVNrtON �' E 4
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