20130918 Ver 6_Application_20150626

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY ANTHONY J. TATA
GOVERNOR SECRETARY
June 26, 2015

U. S. Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587

ATTN: Mr. Dave Bailey
NCDOT Coordinator

SUBJECT: Request for Modification to the Section 404 Individual Permit and Section 401
Water Quality Certification for the proposed Greensboro Eastern Loop from US 70
Relocation to SR 2303 (Lawndale Drive), Guilford County, Division 7. WBS Element
No. 34821.1.1, TIP Nos. U-2525B and U-2525C.

REFERENCE: USACE Individual Permit Action ID SAW-2005-21386, dated April 15, 2014.
USACE Individual Permit Modification Action ID SAW-2005-21386, dated October 31,
2014.
USACE Individual Permit Modification Action ID SAW-2005-21386, dated December 4,
2014.
USACE Individual Permit Modification Action ID SAW-2005-21386, dated March 12,
2015.
NCDWR Project No. 20130918, Certification No. 3978, dated February 6, 2014.
NCDWR Project No. 20130918_v2, Modification to Certification No. 3978, dated
June 24, 2014.
NCDWR Project No. 20130918_v3, Modification to Certification No. 3978, dated
October 15, 2014.
NCDWR Project No. 20130918_v4, Modification to Certification No. 3978, dated
December 11, 2014.
NCDWR Project No. 20130918_v5, Modification to Certification No. 3978, dated
March 18, 2015.

Dear Sir:

The purpose of this letter is to request a modification to the United States Army Corps of Engineers
(USACE) Individual Permit and North Carolina Division of Water Resources Certification for the above
referenced project. The NCDOT is submitting for approval proposed piping of two unnamed tributaries
(UT) to UT at Camp Herman (Permit Sites 31 and 32A) and additional bank stabilization for Permit Sites
10 and 20A).

One of the UTs to UT at Camp Herman (Permit Site 31) runs immediately adjacent to the existing fill
slope for the US 29 southbound lanes. The fill slope at this location is currently 1.5:1 to 1:1 in most
locations. The original plan was to propose widening and adding a travel lane to US 29 without moving
the existing toe-of-slope (thereby avoiding the stream). However, it was determined that this is not
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1548

TELEPHONE: [phone]
FAX: [phone]

WEBSITE:NCDOT.GOV
LOCATION:
CENTURY CENTER, BUILDING B
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610

practical from a construction standpoint ( i.e. equipment access, stabilization, attempting to armor the
slopes of a near vertical embankment, etc.) nor will it conform to current roadway safety standards (i.e.
there is existing guardrail that will need to be replaced with the required amount of recovery area behind
it). Therefore NCDOT is proposing to extend the fill slope approximately 16 feet in order to
accommodate the additional travel lane, the guardrail, and necessary recovery area, while at the same time
creating a more manageable slope that will not suffer from erosion and/or future maintenance issues. In
order to achieve this, NCDOT proposes to pipe the existing channel (286 linear feet) under the future,
widened slope.

Additionally, this stream has a confluence with another UT to UT at Camp Herman (Permit Site 32A)
which is currently piped under US 29. The outet end of this pipe is significantly perched, creating a
waterfall effect. Bank stabilization for this stream was proposed in the original permit. NCDOT now
proposes to extend this existing pipe in order to correct the grade/perching issue. This will result in
offsetting the 28 linear feet of impact listed for Bank Stabilization with 28 linear feet for pipe extension in
the Summary Table (Revised Sheet 92 of 93) for Permit Site 32A.

Additional streambank stabilization will also be necessary for Permit Site 10 (35 additional linear feet,
offsetting 14 linear feet of temporary impact) and Permit Site 20A (79 additional linear feet, offsetting 29
linear feet of temporary impact). Please refer to the attached revised sheets 32, 33, 54, 55, 79, and 80 for
the revised Permit Sites 10, 20A, 31 and 32A impacts. Table 1 below and the attached revised summary
table (Sheets 87-93 of 93) have been revised to reflect these revisions.

Table 1. Revised U-2525B Stream Impacts (Final)
Permit
Site No.
Stream
Name/JD
Packet ID
I/P
Flow
Status
Impact
Type
Permanent
Impacts
(ft)
Impacts
requiring
USACE
mitigation
(ft)
USACE
Mitigation
Ratio1
Impacts
requiring
NCDWR
mitigation
(ft)
Temp
Impacts
(ft)
1
UT to South
Buffalo
Creek/SAF
P Fill 1352 1352 2:1 1352 0
I Fill 332 332 1:1 03 0
4
UT to South
Buffalo
Creek/SAE
P Fill 394 394 2:1 394 153
BS 98 02 n/a 98 0
5
UT to South
Buffalo
Creek/SAD
P Fill 1598 1598 2:1 1598 20
6
UT to South
Buffalo
Creek/SAG
I Fill 138 138 1:1 03 10
9
UT to North
Buffalo
Creek/SAA
P Fill 462 462 1:1 462 10
9A
UT to North
Buffalo
Creek/SAJ
I Fill 84 84 1:1 03 0
106
UT to North
Buffalo
Creek/SZ
P Fill 212 212 2:1 212 15
BS 132 02 n/a 132 0
11
UT to North
Buffalo
Creek/SY
P BS 18 02 n/a 04 0

U-2525B & U-2525C Individual Permit Modification Application
2

Table 1. Revised U-2525B Stream Impacts (Final) continued
Permit
Site No.
Stream
Name/JD
Packet ID
I/P
Flow
Status
Impact
Type
Permanent
Impacts
(ft)
Impacts
requiring
USACE
mitigation
(ft)
USACE
Mitigation
Ratio1
Impacts
requiring
NCDWR
mitigation
(ft)
Temp
Impacts
(ft)
12
UT to North
Buffalo
Creek/SX
P Fill 286 286 2:1 286 22
BS 30 02 n/a 30 0
13
UT to North
Buffalo
Creek/SW
P Fill 137 137 2:1 04 7
BS 10 02 n/a 04 0
I Fill 32 05 n/a 03 0
14
UT to North
Buffalo
Creek/SV
I Fill 347 347 1:1 03 35
BS 10 02 n/a 10 0
15
UT to North
Buffalo
Creek/SU
P Fill 292 292 2:1 292 26
BS 20 02 n/a 20 0
16
UT to North
Buffalo
Creek/SS
P Fill 382 382 1:1 382 43
BS 12 02 n/a 12 0
17
UT to North
Buffalo
Creek/SR
I Fill 51 51 1:1 03 20
18
UT to North
Buffalo
Creek/SQ
P Fill 241 241 2:1 241 20
BS 30 02 n/a 30 0
20
UT to North
Buffalo
Creek/SL
P Fill 815 815 2:1 815 49
20A6
UT to North
Buffalo
Creek/SL
P Fill 236 236 1:1 236 0
BS 79 02 n/a 79 0
20B
UT to North
Buffalo
Creek/SM
P Fill 29 29 2:1 04 0
21
UT to North
Buffalo
Creek/SI
P Fill 374 374 2:1 374 10
22A
UT to North
Buffalo
Creek/SK
I Fill 142 142 1:1 03 10
BS 10 02 n/a 03 0
25
UT to North
Buffalo
Creek/SO
I Fill 12 12 1:1 03 10
BS 12 02 n/a 03 0
26
UT to North
Buffalo
Creek/SI
P Fill 319 319 2:1 319 11
BS 12 02 n/a 12 0
27
UT to North
Buffalo
Creek/SH
I Fill 215 215 1:1 03 10

U-2525B & U-2525C Individual Permit Modification Application
3

Table 1. Revised U-2525B Stream Impacts (Final) continued
Permit
Site No.
Stream
Name/JD
Packet ID
I/P
Flow
Status
Impact
Type
Permanent
Impacts
(ft)
Impacts
requiring
USACE
mitigation
(ft)
USACE
Mitigation
Ratio1
Impacts
requiring
NCDWR
mitigation
(ft)
Temp
Impacts
(ft)
28
UT to North
Buffalo
Creek/SH
I Fill 461 461 1:1 03 0
29
UT to UT at
Camp
Herman/SF
P Fill 290 290 2:1 290 4
BS 10 02 n/a 10 0
316
UT to UT at
Camp
Herman /SD
P Fill 477 477 2:1 477 27
BS 21 02 n/a 21 0
32A6
UT to UT at
Camp
Herman/SB
P Fill 179 179 2:1 179 25
33
UT to UT at
Camp
Herman/SC
I Fill 115 115 1:1 03 10
BS 17 02 n/a 03 0
35
UT to UT at
Camp
Herman/SF
P Fill 120 120 2:1 120 17
BS 10 02 n/a 10 0
36
UT to North
Buffalo
Creek/SM
P Fill 101 101 2:1 04 21
BS 10 02 n/a 04 0
37 Buffalo
Creek P Fill 0 0 n/a 0 200
TOTALS (ft)6 10,766 10,193 8,483 785
Notes: P = Perennial; I = Intermittent; BS = Bank Stabilization; n/a = not applicable. 1Determined from USACE during verification site visits on
October 10, 2012, December 6, 2012, and January 29, 2013. 2Mitigation for bank stabilization not required by USACE. 3Intermittent streams
grandfathered from NCDWR mitigation. 4Mitigation not required by NCDWR (less than 150 linear feet of steam). 5Stream deemed unimportant
by the USACE requiring no mitigation. 6Revised on June 22, 2015.

Revised compensatory mitigation requirements from the NC Division of Mitigation Services (DMS) are
summarized below in Table 2 for U-2525B. The new permanent stream impacts (314 additional
mitigable linear feet) at Permit Sites 31 and 32A will be mitigated at a 2:1 ratio. Compensatory
mitigation requirements for U-2525C remains unchanged (see original permit application dated August
26, 2013). Please find attached the revised DMS acceptance letter.

Table 2. Revised U-2525B Required Compensatory Mitigation Summary (Final)
Stream Impacts in
Length (ft)
Riparian Wetland Impacts
(ac)
Impacts Requiring
Mitigation 10,193 7.55
Onsite Mitigation
Credits 2,055
Total Mitigable
Impacts Less Onsite
Mitigation
8,138 7.55
Required DMS
Mitigation
5,161 @ 2:1 7.53 @ 2:1
2,977 @ 1:1 0.02 @ 1:1
Total DMS Mitigation 13,299 15.08
U-2525B & U-2525C Individual Permit Modification Application
4

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REVISIO NS03-19-13 R/W REVISION (DWG) - REVISED THE PROPERTY OWNER NAME ON PARCEL 150 (THOMAS W. PASCHAL) TO (THOMAS W. PASCHAL REVOCABLE TRUST).06-03-13 R/W REVISION (DWG) - REVISED THE C/A FENCE AT THE POND LOCATED AT -Y22RPD- STA. 14+00.00 LT. ON PARCEL 152 (JANICE J. WILES).06-24-13 R/W REVISION (DWG) - REVISED THE TCE TO INCLUDE THE POND ON PARCEL 150 (THOMAS W. PASCHAL) AND PARCEL 152 (JANICE J. WILES). ADDED DUE AT -Y23- STA. 26+68.00 RT. ON PARCEL 163 (ANTHONY B. HURDLE). REVISED PUE TO TCE FROM -Y26- STA. 34+80.00 TO STA. 38+15.00 LT.ON PARCEL 156 (R. WAYNE JONES), PARCEL 154 (ROY B. JONES & MARY LOU JONES), AND PARCEL 152 (JANICE J. WILES).9-10-13 R/W REVISION (DWG) - REVISED THE TCE TO INCLUDE THE POND ON PARCEL 154 (ROY B. JONES & MARY LOU JONES) AND 11-26-13 R/W REVISION (DWG) - REVISED THE R/W TO RUN ALONG THE COMMON PROPERTY LINE BETWEEN PARCEL 151 (BOBBY R. SUMMERS) AND AND PARCEL 153 (N.C.D.O.T.), WHICH ALSO REVISED THE PUE AND TCE ON THESE TWO PARCELS.DO NOT DISTURB BUILDING01-22-14 R/W REVISION (DWG) - ADDED PARCEL 155A (ALBERT LANDSPERGER, JR. & PHYLLIS LANDSPERGER) FOR THE TCE ALONG -Y23- STA. 37+64.48 TO
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REVISIO NS03-19-13 R/W REVISION (DWG) - REVISED THE PROPERTY OWNER NAME ON PARCEL 150 (THOMAS W. PASCHAL) TO (THOMAS W. PASCHAL REVOCABLE TRUST).06-03-13 R/W REVISION (DWG) - REVISED THE C/A FENCE AT THE POND LOCATED AT -Y22RPD- STA. 14+00.00 LT. ON PARCEL 152 (JANICE J. WILES).06-24-13 R/W REVISION (DWG) - REVISED THE TCE TO INCLUDE THE POND ON PARCEL 150 (THOMAS W. PASCHAL) AND PARCEL 152 (JANICE J. WILES). ADDED DUE AT -Y23- STA. 26+68.00 RT. ON PARCEL 163 (ANTHONY B. HURDLE). REVISED PUE TO TCE FROM -Y26- STA. 34+80.00 TO STA. 38+15.00 LT.ON PARCEL 156 (R. WAYNE JONES), PARCEL 154 (ROY B. JONES & MARY LOU JONES), AND PARCEL 152 (JANICE J. WILES).9-10-13 R/W REVISION (DWG) - REVISED THE TCE TO INCLUDE THE POND ON PARCEL 154 (ROY B. JONES & MARY LOU JONES) AND 11-26-13 R/W REVISION (DWG) - REVISED THE R/W TO RUN ALONG THE COMMON PROPERTY LINE BETWEEN PARCEL 151 (BOBBY R. SUMMERS) AND AND PARCEL 153 (N.C.D.O.T.), WHICH ALSO REVISED THE PUE AND TCE ON THESE TWO PARCELS.DO NOT DISTURB BUILDING01-22-14 R/W REVISION (DWG) - ADDED PARCEL 155A (ALBERT LANDSPERGER, JR. & PHYLLIS LANDSPERGER) FOR THE TCE ALONG -Y23- STA. 37+64.48 TO
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N.C.D.O.T.REVOCABLE TRUST THOMAS W. PASCHAL M ATCHLIN E -Y13- STA. 99+00.00 SEE SHEET 34
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 27+25 -Y3RPA- (RT) TO 30" RCP 0.57 0.04 0.09 1684
47+94 -L- (LT)
1A 24+84 -Y3RPA- (LT)0.03
12+26 -Y3RPA- (LT)
1B 37+76 -L- (LT) TO 0.01
38+18 -L- (LT)
2 24+84 -Y3RPD- (LT)24" RCP 0.05 <0.01
3 38+87 -L- (LT) TO 0.12
40+30 -L- (LT)
3A 41+86 -L- (RT) TO 0.03
43+15 -L- (LT)

3B 44+26 -L- (LT) TO 0.02
44+86 -L- (LT)
3C 46+46 -L- (LT) TO 0.25 0.02 0.02
47+70 -L- (RT)
SUBTOTALS:1.08 0.06 0.03 0.09 1684
PERMIT DRAWINGS
SHEET 87 OF 93
NOTE: Rounded totals are based upon sum of actual impacts.
Also, Site 1 has 332 linear feet of intermittent stream at 1:1
mitigation; 1352 linear feet of perennial stream at 2:1 mitigation.
ATN Revised 3/31/05 SHEET 4/8/2013
GUILFORD COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
WBS - 34821.1.1 (U-2525B)
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
4 48+65 -L-2 @ 9' X 9' RCBC 0.02 0.10 0.04 394 153
Bank Stabilization 98
5 59+31 -L- (RT) TO 66" RCP,24"RCP, &0.09 <0.01 1117 20
81+35 -L- (LT)42" RCP
Restoration 0.04 481 1307
5A 66+14 -L- (LT) TO 0.08
68+72 -L- (LT)

5B 70+32 -L- (LT) TO 0.02
71+59 -L- (LT)
6 21+56 -Y4 RPB-(LT) TO 0.03 0.01 138 10
22+00 -Y4 RPB- (RT)
6A 22+11 -RPB-(RT) TO 0.05 <0.01
22+75 -RPB-(RT)
7 77+25 -L-(LT) TO 1.29 0.05 0.03
25+57 -RPC-(RT)
8 93+50 -L- TO 0.83 0.09
95+95 -L-(LT)
SUBTOTALS:2.32 0.05 0.12 0.24 0.04 2228 183 1307
PERMIT DRAWINGS
SHEET 88 OF 93
Revised 10/15/13
NOTE: Rounded totals are based upon sum of actual impacts.
ATN Revised 3/31/05 SHEET 4/8/2013
DIVISION OF HIGHWAYS
GUILFORD COUNTY
WBS - 34821.1.1 (U-2525B)
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
8A 33+23 -EY4-<0.01
9 95+78 -L- (LT) TO 15" RCP 2.01 0.15 0.03 <0.01 462 10
102+77 -L-(RT)
9A 101+78 -L- (LT) TO 42" RCP <0.01 84
102+19 -L-(LT)

10 113+64 -L- (LT) TO 2 @ 7' X 8' RCBC <0.01 0.03 212 15
117+08 -L-(RT)
Bank Stabilization 132
10A 114+23 -L- (RT) TO 0.02 0.02
115+15 -L-(RT)
10B 115+19 -L- (LT) TO 0.03 <0.01 <0.01
116+17 -L-(RT)
10C 116+15 -L- (LT) TO 0.25 0.04
117+08 -L-(RT)
11 123+22 -L-(LT)0.33
127+94 -L-(RT)
123+22 -L- (LT) TO
11A 13+02 -Y7-(RT) TO CL II BENT PROTECTION <0.01
13+93 -Y7- (RT)18
SUBTOTALS:2.65 0.05 0.17 0.06 <0.01 908 25
PERMIT DRAWINGS
SHEET 89 OF 93

NOTE: Rounded totals are based upon sum of actual impacts.
Revised 11/20/14 SITE 11A CL II BENT PROTECTIONRevised 6/22/15 SITE 10 added bank stabilization
ATN Revised 3/31/05 SHEET 4/8/2013
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
GUILFORD COUNTY
WBS - 34821.1.1 (U-2525B)
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
12 156+90 -L- 66" RCP 0.03 <0.01 286 22
Bank Stabilization 30
13 174+72 -L- (RT)DUAL BRIDGES 0.02 0.01 0.01 *169 7
Bank Stabilization 10
14 182+76 -L-48" RCP 0.03 <0.01 347 35
Bank Stabilization 10
15 189+55 -L-60" RCP 0.03 <0.01 292 26
Bank Stabilization 20
16 195+35 -L-66" RCP <0.01 0.05 <0.01 382 43
Bank Stabilization 12
17 14+26 -Y10A- (RT)15" RCP <0.01 <0.01 51 20
18 218+00 -L- TO 2 @ 7' X 8' RCBC 0.03 0.01 0.03 <0.01 241 10
219+51 -L- (RT)
POND 0.04
Bank Stabilization 30
Restoration <0.01 10 386
19 230+21 -L- (RT) TO 0.14
230+83 -L- (LT)
20 239+57 -L- (LT) TO 2 @ 8' X 8' RCBC 0.09 <0.01 520 39
245+33 -L- (RT)
Relocation 0.06 <0.01 295 10 362
SUBTOTALS:0.05 0.14 0.02 0.46 0.03 2695 222 748
PERMIT DRAWINGS
SHEET 90 OF 93
NOTE: Rounded totals are based upon sum of actual impacts.
*SITE 13 - Has 32 feet of non-migitable stream impact.
ATN Revised 3/31/05 SHEET 4/8/2013
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
GUILFORD COUNTY
WBS - 34821.1.1 (U-2525B)
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
20A 239+59 -L- (LT) TO 0.04 <0.01 236
241+22 -L- (LT)
Bank Stabilization 79
20B 11+05 -LCD- (RT) TO 0.02 <0.01 29
11+57 -LCD-
21 16+35 -Y13LPD- 24" RCP 0.34 0.04 0.03 <0.01 374 10
22 17+40 -Y13RPB- (RT) TO 0.03
17+81 -Y13RPB- (RT)
22A 16+67 -Y13RPB- (LT) TO 36" RCP 0.02 0.01 <0.01 142 10
17+13 -Y13RPB- (LT)
Bank Stabilization 10
22B 17+21 -Y13RPB- (LT) TO 0.01
17+46 -Y13RPB- (LT)
23 16+35 -Y4A- (RT)18" RCP 0.02 <0.01
24 36+00 -Y4-36" RCP 0.19 0.02
25 33+80 -Y11- (RT)24" RCP <0.01 12 10
Bank Stabilization 12
26 29+38 -Y13RPC-60" RCP 0.03 <0.01 319 11
Bank Stabilization 12
SUBTOTALS:0.62 0.04 0.03 0.11 0.01 1225 41
PERMIT DRAWINGS NOTE: Rounded totals are based upon sum of actual impacts.
SHEET 91 OF 93
SITE 20A requires 1:1 mitigation.
SITE 23 & 24 Have <0.01 ac. of Temp. Fill in Wetlands in Hand Clearing areas for erosion
control measures.Revised 6/22/15 - added bank stabilzation Site 20A
ATN Revised 3/31/05 SHEET 4/8/2013
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
GUILFORD COUNTY
WBS - 34821.1.1 (U-2525B)
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
27 50+09-LACFLY- (RT)TO 54" RCP 0.10 0.01 <0.01 215 10
51+53-LACFLY- (LT)
28 31+25 -Y21- (RT) TO 30" RCP 0.03 461
27+81-Y21- (RT)
POND 0.58
29 22+88 -Y22RPA- 30" RCP & 18" RCP 0.02 <0.01 290 4
Bank Stabilization 10
30 13+63 -Y22 RPD- TO 15" RCP W/ 2GI 0.03 <0.01
15+35 -Y22 RPD-
31 16+35 -Y23- 66" RCP 0.03 <0.01 477 27
Bank Stabilization 21
32 34+30 -Y26- (LT)12" RCP 0.03
32A 28+37 -Y26-48" RCP 0.01 <0.01 179 25
33 22+14 -Y26-48" RCP 0.01 <0.01 115 10
Bank Stabilization 17
34 16+03 -Y23-24" RCP <0.01
SUBTOTALS:0.14 <0.01 0.74 <0.01 1785 76
NOTE: Rounded totals are based upon sum of actual impacts.
PERMIT DRAWINGS
SHEET 92 OF 93
Revised 6/22/15 - PERMIT SITE 31 AND
32A
ATN Revised 3/31/05 SHEET 4/8/2013
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
GUILFORD COUNTY
WBS - 34821.1.1 (U-2525B)
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
35 48+53 -Y23-36" RCP <0.01 <0.01 120 17
Bank Stabilization 10
36 18+48 -Y21A-54" RCP <0.01 <0.01 <0.01 101 21
Bank Stabilization 10
37 TEMPORARY STREAM 200
CROSSINGS
THIS SHEET SUBTOTALS:<0.01 <0.01 <0.01 241 238
SUBTOTALS OF ALL OTHER:6.86 0.00 0.31 0.38 0.03 1.70 0.09 10525 547 2055
TOTALS:6.86 0.00 0.31 0.38 0.03 1.72 0.10 10766 785 2055
PERMIT DRAWINGS
SHEET 93 OF 93 NOTE: Rounded totals are based upon sum of actual impacts.Revised 10/01/14Revised 11/20/14 SITE 11A CL II BENT PROTECTIONRevised 2/20/15 - PERMIT SITE 37
ATN Revised 3/31/05 Revised 6/22/15 - Totals Accordingly SHEET 4/8/2013
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
GUILFORD COUNTY
WBS - 34821.1.1 (U-2525B)