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HomeMy WebLinkAbout20171559 Ver 3_Revised Transporation Plans and Updated Mitigation Table_20220130Homewood, Sue From: Miller, Vickie M. (Raleigh) <Vickie.Miller@hdrinc.com> Sent: Monday, January 31, 2022 12:33 AM To: Homewood, Sue Cc: Masemore, Sushma; Wojoski, Paul A; Wendee Smith; Williams, Andrew E CIV USARMY CESAW (USA) Subject: [External] RE: transportation plan sheets 10/21 Attachments: GRMS US421 Interchange Plan Revisions_20220130.pdf; Mitigation_Impacts_2022_01_ 30.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Sue, Please find attached the revised Transportation Plans and updated Mitigation Table. Please let me know if you have any other questions. Thank you, Vickie Vickie Miller, AICP, Pws D 919.232.6637 M 919.559.2632 hdrinc.com/follow-us From: Miller, Vickie M. (Raleigh) Sent: Sunday, January 30, 2022 7:45 PM To: Homewood, Sue <sue.homewood@ncdenr.gov> Cc: Masemore, Sushma <sushma.masemore@ncdenr.gov>; Wojoski, Paul A <Paul.Wojoski@ncdenr.gov> Subject: RE: transportation plan sheets 10/21 Good evening Sue, I just went through the transportation plans and you are right, there are a couple of issues with the plan sheets vs. table. I will get you a new clean set tomorrow morning. 1. The impact table appears to be correct for the streams but the plan sheet impact amounts on Sheet 02X-03 are incorrect. I am not sure why those were not corrected in the October version. 2. You are correct. I went over every sheet and backchecked again and impacts for WD are missing. That would be 0.03 ac of additional impact. 3. The transportation plans were last updated in October and the JD wasn't sent until December so the pond change had not been captured. I will remove it from the transportation plans and I just updated the mitigation table to remove the non -jurisdictional ponds. I will get all of these items updated first thing in the morning. The only change to the mitigation table amounts should be for the 0.03 ac of wetland missed on Sheet 02X-04. I have included the revised mitigation table. Please let me know if you see anything else or need anything from me to assist. 1 Thank you, Vickie Vickie Miller, AICP, Pws D 919.232.6637 M 919.559.2632 hdrinc.com/follow-us From: Homewood, Sue <sue.homewood@ncdenr.gov> Sent: Sunday, January 30, 2022 4:12 PM To: Miller, Vickie M. (Raleigh) <Vickie.Miller@hdrinc.com> Cc: Masemore, Sushma <sushma.masemore@ncdenr.gov>; Wojoski, Paul A <Paul.Wojoski@ncdenr.gov> Subject: transportation plan sheets 10/21 CAUTION: [EXTERNAL] This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Vickie, I apologize for not seeing the October transportation plan sheets without you pointing them out. Now that I'm looking at them I noticed a couple items I need clarified/resolved please: 1. The impacts listed for ST4.2 and ST4.3 aren't the same between the impact table on Sheet 02X-01A and the plan sheet 02X-03 2. There are wetlands shown on Sheet 02X-04 for WT5.1 that aren't listed on the impact table on Sheet 02X-01A 3. The JD notes that P18 is non -jurisdictional but it is listed on the transportation plan sheets as jurisdictional impacts Depending on the resolution of these items, please review whether the mitigation table needs to be adjusted in any way. Thanks, Sue Homewood Division of Water Resources, Winston Salem Regional Office Department of Environmental Quality 336 776 9693 office 336 813 1863 mobile Sue.Homewood@ncdenr.gov 450 W. Hanes Mill Rd, Suite 300 Winston Salem NC 27105 En' 1 cofrevcrdence to arc/ from his address is &Eject to it+e a►th Croke &tit Recads LaY and maybecisciosed to t d parties. 2 N LEGEND EXISTING WETLAND EXISTING POND EXISTING PERENNIAL STREAM EXISTING INTERMITTENT STREAM NOT TO SCALE PERMANENT WETLAND IMPACT TEMPORARY WETLAND IMPACT PERMANENT POND IMPACT PERMANENT STREAM IMPACT TEMPORARY STREAM IMPACT TRANSPORTATION COORIDOR BOUNDARY F)1 HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh: NC 27601 919.232.6600 PROJECT GRMS TRANSPORTATION FACILITIES JURISDICTIONAL IMPACTS DATE SHEET 10/13/2021 02X-01 N.C.B.E.L.S. License Number: F-0116 Wetland Impacts Impact Number Sheet Number Wetland ID Lat. (decimal degrees) long. (decimal degrees) Typo of Impact Type of Wetland (Cowardin) Area of Permanent Impact (acres) Area of Temporary Impart [acres) WT2.1 2 WI3 35.89383 -79.654121)3 Fill PF0 0.018 0 WT4.1 3 WO 35.89289 -79.6543259 Fill PFO 0.0004 0 WT8.1 7 WH 35.87717 -79.6327779 Fill PFO 0.0004 0 WT8.2 7 HDR WC 35.87958 -79.6275104 Fill PEM 0.003 0 WT9.1 8 WSA 35.8751 -79.6281868 Fill PEM 0.035 0 WT9.2 S WS 35.87448 -79.6284527 Fill PFO 0.014 0 WT9.3 S WK 35.8741 -79.6292021 Fill PEM 0.168 0 WT9A 8 WN 35.87394 -79.6260799 Fill PFO 0.066 0 WT5.1 4 WD 35.89145 -79.645352 Fill PFO 0.030 0 Total 0.335 0 Open Waterlmpacts Impact Number Sheet Number Open Water ID Lai. (decimal degrees) Long. (decimal degrees) Type of Impact Waterbody Type Area of Impact (acres) PT3.1 7 P18 35.3777355 -79.6073337 fill Non-JS Pond 0.1101 PT8.2 7 P19 35.8780052 -79.6280514 Fill Non-JS Pond 0.0066 PT9.1 8 PB 35.8740277 -79.6296036 Fill Pond 0.38 Total 0.38 Stream Impacts Impact Number Sheet Number Stream ID Lat. (decimal degrees) Long (decimal degrees) Type of Impact Perennial (PER) or Intermittent (INT) Average Stream Width (feet) Permanent Impact Length (linear feet) Temporary Impact Length (linear feet) Impact Area (square feet) ST2.1 2 SE 35.894183 -79.6546671 Culvert PER 6 32 0 190 ST4.1 3 SE 35.892565 -79.6541181 Culvert PER 10 584 0 5,845 ST4.2 3 SE1 35.891597 -79.6543983 Culvert PER 5 170 0 850 ST4.3 3 SW 35.890681 -79.6520941 Culvert INT 4 727 0 Z908 S I5.1 4 5J 35.8918f4 -19.6A46361 Culvert PER 3 210 0 629 ST5.2 4 SK 35.891585 -79.6460359 Culvert INT 3 395 0 1,185 5T6.2 5 SE 35.886469 -79.6414069 Culvert PER 10 21 0 210 ST6.3 5 .SE 35.886031 -79.6434009 Culvert PER 10 8 0 83 ST7.1 6 S17 35.883069 -79.6270705 Culvert PER 3 309 0 927 ST8.1 7 HDR 56 35.879249 -79.6278092 Culvert PER 3 469 0 1,406 ST9.1 8 SY 15.875076 79.6281908 Culvert PER 3 416 0 1,247 ST9.2 8 SQ 35.874564 -79.6288686 Culvert PER 5 391 0 1,957 ST9.3 8 SS 35.874564 -79.6288686 Culvert INT 3 168 0 505 Perennial Sub -Total 2,609 13342.08 Intermittent Stub -Total 1,290 Z598.00 Grand -Total 3,900 ■ 0 17,940 F)1 HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh: NC 27601 919.232.6600 PROJECT GRMS TRANSPORTATION FACILITIES JURISDICTIONAL IMPACTS DATE SHEET 10/13/2021 02X-01 A N.C.B.E.L.S. License Number: F-0116 N y., \ oy Av A \ vv \ \ \v v\ \ \ \ N \ vvv ��y\N � \v N N \\ \\\ \ vvv N A vy\� N N Av v Av O N V vV vvv �-.. vy \�� N\ N v\v v v\ \ ,�_ V A1, \ N r \ \ \\\\ \\ N \\ J� N \\\\ �\ \\\\\ N \ � �_ \ N \ \\�\ \\ \\\ \\\ N \ �� VN r� \ N \\ N \ \\ \\ \� N A\ A\ A N N N \ �/-r� \\\\,\ \ lJ \ \ Ny yyvAv N �� ,- ST2.1 N y ��y A N \` \ N WT2.1 NN �vw �y NN \ vvvvv \ \\ \V v\ yovyy vovo \ A A A v \ N � N yv w \ \\ \_ , MATCHLINE - SEE SHEET 02X-04 FOR CONTINUATION Wetland Impacts Impact Site Feature ID tom PJD Impact Type Permanent Impact Area {AC) Temporary Impact Prea {AC) WT21 WB Fill 0.018 0 0 0 Tolal 0.018 0 Perennial Steam Impact Impact Site Feature ID tom PJD Impact Type Parma nerrt Impact Length {IFj Temporary Impact Length {IFj ST21 SE Cutwert 32 0 Total 32 0 MATCHLINE - SEE SHEET 02X-03 FOR CONTINUATION KEY MAP NOT TO SCALE 200' 400' SCALE: 1" = 200' F)1 HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh: NC 27601 919.232.6600 PROJECT GRMS TRANSPORTATION FACILITIES JURISDICTIONAL IMPACTS DATE SHEET 10/13/2021 02X-02 N.C.B.E.L.S. License Number: F-0116 N MATCHLINE - SEE SHEET 02X-02 FOR CONTINUATION \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ST4.2 WT4.1 ` ST4. O Q v \ \ \. \ \ \1\ llllll \ \ \ \ \ \ \ \ / \ \ N N \ \ 7 ST4.1 / \ ,,N �� s., Q O O \ ST4.3 V , �� Wetland Impacts Impact Site Feature ID tom PJD Impact Type Perms nerrt Impact Area {AC} Temporary Impact Area {AC) WT4.1 WO Fill 0.0004 0 TotI 0.0004 0 Perennial Stearn Impacts Impact Site Feetue ID tom PJD Impact Type Permanent Impact Length {LF1 Temporary Impact Length {LF1 ST4.1 SE CLtuat 584 0 ST4.2 SEI C tyert 170 0 Total 754 0 Intermittent Stream Impacts Impact Site Feature ID tom PJD Impact Type Permanent Impact Length {I-9 Temporary knpaot Length {LF1 ST4.3 SW CLtaert 727 0 Total 727 0 z z O 0 0 \ �� H w \ `\ w \ \ �� = / \ \ w / Ni _ -- \ N. c)w 1 \ z = U H Q KEY MAP NOT TO SCALE 200' 400' SCALE: 1" = 200' F)1 HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh: NC 27601 919.232.6600 PROJECT GRMS TRANSPORTATION FACILITIES JURISDICTIONAL IMPACTS DATE SHEET 10/13/2021 02X-03 N.C.B.E.L.S. License Number: F-0116 N Z OIv Q\\ \ \A --- v v \ \\ / / / / / \\ \\ / 7 / i\'/ / / // \y / / / / Vvvv / / \ vv / / WT5.1 \v / / V y �v / / \ i I / \ \ \ I / 1 .Ns. o, \ iA ) 1 / \ 1 I I ��\ i i 1 o o \,,,,, „„ ........ I r„ 1 vvvv , , ,,,,, , „ N , , 1 1 ,„„„, ,„,„„, , „ ,, „N 6, N ei ,, , i i N , N, 1 ) ,N, . „,, , , ,„, .).„... „ „ ,„ , . \ , „ ,_ „ ,, 1 , , , „ „ 57.., „„, 1„ \ , , ,,,,,,,„ 'c-77 - \\ I Ns.. 1 N N N:'NN ], N \ N \ NN N v N A �.i A, A \ SEE SHEET 02X-03 FOR CONTIN MATCHLINE ST5.1 ST5.2 / I MATCHLINE - SEE SHEET 02X-05 FOR CONTINUATION Wetland Irnperf; Impact Site Feature I D tom PJD Impact Type Perms nerrt Impact ArEa {PC) Temporary Impact Area. {AC) 'vVT5.1 WD Fill 0.03 0 Total 0.03 0 Poremial Stearn I Impact Site Feature ID tom PJD Impact Type Perms ne rt Impact Length {LF) Temporary Impact Length {LFj STH.1 SJ Cutust 210 0 Total 210 0 Intermittent Stream Impacts Impact Site Feature ID tom PJD Impact Type Permanent Impact Length {LF) Temporary Impact Length {LFj ST5.2 SK Crfuat 395 0 Total 395 0 KEY MAP NOT TO SCALE 200' 400' SCALE: 1" = 200' F)1 HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh: NC 27601 919.232.6600 PROJECT GRMS TRANSPORTATION FACILITIES JURISDICTIONAL IMPACTS DATE SHEET 10/13/2021 02X-04 N.C.B.E.L.S. License Number: F-0116 N MATCHLINE - SEE SHEET 02X-04 FOR CONTINUATION �� N '1-1"„,,`yam ,N ,,,,', I \\ A\ I1 �, his ��``� \ N. N ,�, Y `` N. \� \\���, �����`\ �,. N NN l v N. \ `����N N. `��N v o -, \ ST6.2 NN "„ \ `o� "� \ �V �N. � \ ST6.3 \ N \ �� N. N \N... \ � `N. NN N. N N \ \°` ` N. N. \ Perennial Stream Impacts Impact Site Feah.re ID ion- PJD Impact Type Permanent Impact Length {LF} Temporary Impact Length {LF) STB.2 SE Calvert 2 STLS.3 SE Calvert 5 ThEI 25 0 KEY MAP NOT TO SCALE 200' 400' SCALE: 1" = 200' F)1 HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh: NC 27601 919.232.6600 PROJECT GRMS TRANSPORTATION FACILITIES JURISDICTIONAL IMPACTS DATE SHEET 10/13/2021 02X-05 N.C.B.E.L.S. License Number: F-0116 N �.J r / / / / / / / r / / / / / / / / / / / / / / I / / / / / , \ l /,7 l \ /J % / til l / / ST7.1 MATCHLINE - SEE SHEET 02X-07 FOR CONTINUATION Perennial Steam Impact Impact Site Feature ID tom PM Impact Type Perms n>errt Impact Length {IFj Temporary Impact Length {IFj S17.1 517 Crtuat 309 0 Total 309 0 KEY MAP NOT TO SCALE 200' 400' SCALE: 1" = 200' F)1 HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh: NC 27601 919.232.6600 PROJECT GRMS TRANSPORTATION FACILITIES JURISDICTIONAL IMPACTS DATE SHEET 10/13/2021 02X-06 N.C.B.E.L.S. License Number: F-0116 a A\ yv 1 \ \\ \\\vw I 1\vv\yv Av vvv `V \v \ WT8.1 MATCHLINE - SEE SHEET 02X-06 FOR CONTINUATION ST8.1 r i 1 WT8.2 MATCHLINE - SEE SHEET 02X-08 FOR CONTINUATION PT8.1 N Wetland Impacts Impact Site Feature ID tom PJD Impact Type Permanent Impact Area {AC) Temporary Impact Area {AC) W1L1 WH Fill 0.0004 0 W T8.2 HDR WC Fill 0.003 0 Total 0.00 0 Pond Impacts (Non-Juri dictional) Impact Site Feat ureID tom PJD Impact Type Perms nerrt Impact Area {AC) PTB.1 P1S Fill 0.11 PT8.2 P19 Fill 0.01 Total 0.12 Perennial Steam Impact Impact Site Feature ID tom PJD Impact Type Perms nerrt Impact Length {IFj Terrp:Nary Impact Length {IFj STB.1 NCR Se Cutwert 469 0 Total 469 0 . St1 KEY MAP NOT TO SCALE 200' 400' SCALE: 1" = 200' F)1 HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh: NC 27601 919.232.6600 PROJECT GRMS TRANSPORTATION FACILITIES JURISDICTIONAL IMPACTS DATE SHEET 10/13/2021 02X-07 N.C.B.E.L.S. License Number: F-0116 N a \. \\_ AA C=_m MATCHLINE - SEE SHEET 02X-07 FOR CONTINUATION PT9.1 1 \ ST9.2 ST9.1 WT9.1 WT9.2- / / / WT9.4 ST9.3 Wetland Impacts Impact Site Feature I6 tom PJD Impact Type Perms nerrt Impact Area (r0C) Temporary Impact Area {AC) WT9.1 WSA Fill 0.04 0 W19.2 WS Fill 0.01 WT9.3 WK Fill 0.17 WT9.4 WN Fill 0.07 Total 0.28 0 Pond Impact; Impact Site Feat me ID tom PJo Impact Type Permanent Impact Area (AC) P19.1 P6 Fill 0.33 ToteI 0.33 Perennial Steam I Impact Site Feature ID tom PJD Impact Type Permanent Impact Length {LFj Termporary tweet Length {LFj ST9.1 SX Cuheert 416 0 S19.2 SO Culvert 391 Total 207 0 Intermittent Stream Impacts Impact Site Feature ID tom RID Impact Type Permanent Impact Length {LFj Temporary tweet Length {LFj 519.3 S5 Clerk 168 0 Total 168 0 KEY MAP NOT TO SCALE F)1 HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh NC 27601 919.232.6600 PROJECT GRMS TRANSPORTATION FACILITIES JURISDICTIONAL IMPACTS DATE SHEET 10/13/2021 02X-08 N.C.B.E.L.S. License Number: F-0116 Direct Impacts Feature ID Latitude Longitude Estimated Amount of Aquatic Resource in Review Area Type of Aquatic Resource Geographic Authority to which aquatic resource "may be" subject Notes Area (Acres) Mitigation Ratio Site Impacts W3 35.888023 -79.636341 0.259 PFO Section 404 2:1 ratio - confirmed by USACE W3 35.888023 -79.636341 0.005 PFO Section 404 2:1 ratio - confirmed by USACE W5 35.900698 -79.631968 0.130 PFO Section 404 2:1 ratio - confirmed by USACE W5 35.901172 -79.631544 0.174 PFO Section 404 2:1 ratio - confirmed by USACE W6 35.895602 -79.628154 0.017 PFO Section 404 2:1 ratio - confirmed by USACE W7 35.895938 -79.62677 0.056 PFO Section 404 2:1 ratio - confirmed by USACE W8 35.896217 -79.626183 0.051 PFO Section 404 2:1 ratio - confirmed by USACE W9 35.891045 -79.633439 0.404 PFO Section 404 2:1 ratio - confirmed by USACE W10 35.889601 -79.632163 0.156 PFO Section 404 2:1 ratio - confirmed by USACE W12 35.892271 -79.6311 0.263 PFO Section 404 2:1 ratio - confirmed by USACE W13 35.887307 -79.631892 0.140 PFO Section 404 2:1 ratio - confirmed by USACE W14 35.888427 -79.625187 0.121 PFO Section 404 2:1 ratio - confirmed by USACE W18A 35.893567 -79.638929 0.132 PFO Section 404 2:1 ratio - confirmed by USACE W19 35.894001 -79.638929 0.138 PFO Section 404 2:1 ratio - confirmed by USACE W20 35.898553 -79.61903 0.101 PFO Section 404 2:1 ratio - confirmed by USACE W21 35.899725 -79.618995 0.331 PFO Section 404 2:1 ratio - confirmed by USACE W22 35.899401 -79.621416 0.380 PFO Section 404 2:1 ratio - confirmed by USACE W24 35.897577 -79.618322 0.216 PFO Section 404 2:1 ratio - confirmed by USACE W25 35.893443 -79.622395 0.245 PFO Section 404 2:1 ratio - confirmed by USACE W28 35.890135 -79.6165 0.830 PFO Section 404 2:1 ratio - confirmed by USACE W31 35.892504 -79.615323 0.539 PFO Section 404 2:1 ratio - confirmed by USACE W32 35.888995 -79.618603 0.185 PFO Section 404 2:1 ratio - confirmed by USACE W34 35.889433 -79.624715 0.242 PFO Section 404 2:1 ratio - confirmed by USACE W35 35.891051 -79.624422 0.252 PEM Section 404 2:1 ratio - confirmed by USACE W37 35.898679 -79.637031 0.139 PFO Section 404 2:1 ratio - confirmed by USACE W38 35.899726 -79.639527 0.034 PFO Section 404 2:1 ratio - confirmed by USACE W40A 35.899448 -79.637919 0.057 PFO Section 404 2:1 ratio - confirmed by USACE W40B 35.898941 -79.637561 0.017 PFO Section 404 2:1 ratio - confirmed by USACE W43 35.898438 -79.638569 0.050 PFO Section 404 2:1 ratio - confirmed by USACE W44 35.889789 -79.638849 0.027 PFO Section 404 2:1 ratio - confirmed by USACE W45 35.897298 -79.638796 0.013 PFO Section 404 2:1 ratio - confirmed by USACE WB 35.891934 -79.638711 0.063 PFO Section 404 2:1 ratio - confirmed by USACE WW 35.884016 -79.625747 0.151 PEM Section 404 2:1 ratio - confirmed by USACE HDR WE 35.88847 -79.619445 0.043 PFO Section 404 2:1 ratio - confirmed by USACE HDR WE 35.888703 -79.619802 1.793 PFO Section 404 2:1 ratio - confirmed by USACE HDR WF 35.888538 -79.621476 0.146 PFO Section 404 2:1 ratio - confirmed by USACE HDR WG 35.890986 -79.620095 0.129 PEM Section 404 2:1 ratio - confirmed by USACE HDR WH 35.892 -79.619551 0.077 PFO Section 404 2:1 ratio - confirmed by USACE HDR WH 35.892543 -79.619588 0.585 PFO Section 404 2:1 ratio - confirmed by USACE Total 8.692 Transportation Impacts WB 35.8938315 -79.6541203 0.018 PFO Section 404 2:1 ratio - confirmed by USACE WO 35.8928937 -79.6543259 0.0004 PFO Section 404 2:1 ratio - confirmed by USACE WD 35.891459 -79.645352 0.03 PFO Section 404 2:1 ratio - confirmed by USACE WH 35.8771732 -79.6327779 0.0004 PFO Section 404 2:1 ratio - confirmed by USACE HDR WC 35.8795756 -79.6275104 0.003 PEM Section 404 2:1 ratio - confirmed by USACE WSA 35.875102 -79.6281868 0.035 PEM Section 404 2:1 ratio - confirmed by USACE WS 35.8744831 -79.6284527 0.014 PFO Section 404 2:1 ratio - confirmed by USACE WK 35.8740984 -79.6292021 0.168 PEM Section 404 2:1 ratio - confirmed by USACE WN 35.8739368 -79.6260799 0.066 PFO Section 404 2:1 ratio - confirmed by USACE Total 0.335 Direct Impacts Feature ID Latitude Longitude Estimated Amount of Aquatic Resource in Review Area Type of Aquatic Resource Geographic Authority to which aquatic resource "may be" subject Notes Length (LF) Perennial (P) or Intermittent (I) Mitigation Ratio Site Impacts S9 35.89567 -79.628132 1359 I Section 404 1:1 ratio due to SAM Score - confirmed by USACE S26 35.893625 -79.62132 163 I Section 404 1:1 ratio due to SAM Score - confirmed by USACE S31 35.888218 -79.614343 38 I Section 404 1:1 ratio due to SAM Score - confirmed by USACE S48 35.898087 -79.643781 9 I Section 404 1:1 ratio due to SAM Score - confirmed by USACE SA 35.897947 -79.62832 291 I Section 404 1:1 ratio due to SAM Score - confirmed by USACE HDR S5 35.884679 -79.619109 0 I Section 404 1:1 ratio due to SAM Score - confirmed by USACE S7 35.898936 -79.630644 1516 P Section 404 1:1 ratio due to SAM Score - confirmed by USACE S12B 35.886878 -79.632721 162 P Section 404 1:1 ratio due to SAM Score - confirmed by USACE S30 35.883738 -79.619907 271 P Section 404 1:1 ratio due to SAM Score - confirmed by USACE S35 35.889733 -79.616707 1926 P Section 404 1:1 ratio due to SAM Score - confirmed by USACE S43/S43B 35.898521 -79.638496 768 P Section 404 1:1 ratio due to SAM Score - confirmed by USACE S23 35.89795 -79.618076 76 I Section 404 2:1 ratio - confirmed by USACE S51 35.899293 -79.637732 81 I Section 404 2:1 ratio - confirmed by USACE SY 35.893981 -79.638474 107 I Section 404 2:1 ratio - confirmed by USACE HDR S3 35.884445 -79.617858 0 I Section 404 2:1 ratio - confirmed by USACE HDR S4 35.885442 -79.619587 172 I Section 404 2:1 ratio - confirmed by USACE HDR S9 35.888701 -79.62174 2123 I Section 404 2:1 ratio - confirmed by USACE S1 35.89707 -79.629481 5224 P Section 404 2:1 ratio - confirmed by USACE S7 35.898936 -79.630644 209 P Section 404 2:1 ratio - confirmed by USACE S11 35.887143 -79.631756 232 P Section 404 2:1 ratio - confirmed by USACE S15 35.901377 -79.643933 60 P Section 404 2:1 ratio - confirmed by USACE S20 35.898865 -79.619857 1073 P Section 404 2:1 ratio - confirmed by USACE S21 35.895289 -79.618965 5681 P Section 404 2:1 ratio - confirmed by USACE S22 35.899274 -79.617759 323 P Section 404 2:1 ratio - confirmed by USACE S25 35.893348 -79.621214 951 P Section 404 2:1 ratio - confirmed by USACE S30 35.883738 -79.619907 2052 P Section 404 2:1 ratio - confirmed by USACE S31 35.888218 -79.614343 187 P Section 404 2:1 ratio - confirmed by USACE S44 35.889778 -79.638861 756 P Section 404 2:1 ratio - confirmed by USACE S45 35.893851 -79.638879 5847 P Section 404 2:1 ratio - confirmed by USACE SK 35.900387 -79.636639 25 P Section 404 2:1 ratio - confirmed by USACE HDR S2 35.881426 -79.618675 0 P Section 404 2:1 ratio - confirmed by USACE S4 35.898998 -79.627656 455 I Section 404 2:1 ratio - confirmed by USACE S5 35.899531 -79.627395 366 I Section 404 2:1 ratio - confirmed by USACE S8 35.897313 -79.631251 588 I Section 404 2:1 ratio - confirmed by USACE S4 35.898998 -79.627656 386 P Section 404 2:1 ratio - confirmed by USACE S17 35.883129 -79.62694 0 P Section 404 2:1 ratio - confirmed by USACE HDR S3 35.884403 -79.619107 0 P Section 404 2:1 ratio - confirmed by USACE S47 35.89752 -79.644212 90 P Section 404 2:1 ratio - confirmed by USACE Total 33567 Transportation Impacts HDR S6 35.8792485 -79.6278092 469 P Section 404 1:1 ratio due to SAM Score - confirmed by USACE SX 35.875076 -79.6281908 416 P Section 404 1:1 ratio due to SAM Score - confirmed by USACE SQ 35.874564 -79.6288686 391 P Section 404 1:1 ratio due to SAM Score - confirmed by USACE SE 35.8941831 -79.6546671 32 P Section 404 2:1 ratio - confirmed by USACE SE 35.8925645 -79.6541181 584 P Section 404 2:1 ratio - confirmed by USACE SE1 35.8915973 -79.6543983 170 P Section 404 2:1 ratio - confirmed by USACE SW 35.8906812 -79.6520941 727 I Section 404 2:1 ratio - confirmed by USACE SJ 35.8918735 -79.6446361 210 P Section 404 2:1 ratio - confirmed by USACE SK 35.891585 -79.6460359 395 I Section 404 2:1 ratio - confirmed by USACE SE 35.8864692 -79.6414069 21 P Section 404 2:1 ratio - confirmed by USACE SE 35.8860309 -79.6434009 8 P Section 404 2:1 ratio - confirmed by USACE S17 35.8830685 -79.6270705 309 P Section 404 2:1 ratio - confirmed by USACE SS 35.874564 -79.6288686 168 I Section 404 2:1 ratio - confirmed by USACE Total 3900 Direct Impacts Feature ID Latitude Longitude Estimated Amount of Aquatic Resource in Review Area Type of Aquatic Resource Geographic Authority to which aquatic resource "may be" subject Notes Area (Acres) Mitigation Ratio Site Impacts P2 35.900707 -79.643836 1.352 Pond Section 404 No Mitigation for Pond P6 35.901572 -79.639562 0.172 Pond Section 404 No Mitigation for Pond P7 35.900748 -79.639568 1.390 Pond Section 404 No Mitigation for Pond P8 35.89916 -79.639247 0.446 Pond Section 404 No Mitigation for Pond P9 35.892196 -79.638255 0.204 Pond Section 404 No Mitigation for Pond P10 35.901451 -79.632404 2.015 Pond Section 404 No Mitigation for Pond P11 35.899567 -79.62646 0.225 Pond Section 404 No Mitigation for Pond P13 35.890995 -79.63125 5.644 Pond Section 404 No Mitigation for Pond P14 35.890046 -79.633035 1.208 Pond Section 404 No Mitigation for Pond P15 35.888446 -79.631675 6.320 Pond Section 404 No Mitigation for Pond P16 35.887835 -79.636688 0.392 Pond Section 404 No Mitigation for Pond P17 35.88706 -79.637665 1.366 Pond Section 404 No Mitigation for Pond PC 35.893718 -79.614581 0.812 Pond Section 404 No Mitigation for Pond Total 21.547 Transportation Impacts PB 35.8740277 -79.6296036 0.380 Pond Section 404 No Mitigation for Pond Total 0.380 Indirect Impacts Feature ID Latitude Longitude Estimated Amount of Aquatic Resource in Review Area Type of Aquatic Resource Geographic Authority to which aquatic resource "may be" subject Notes Streams Length (LF) Perennial (P) or Intermittent (I) Mitigation Ratio S1 35.8657355 -79.626503 198 P Section 404 1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE S1 35.8657355 -79.626503 632 I Section 404 1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE S2 35.8657355 -79.626503 634 I Section 404 1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE S22 35.899274 -79.617759 86 P Section 404 1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE S43A 35.8657355 -79.626503 212 I Section 404 1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE Total Indirect 1762 Wetlands Area (Acres) W1 35.901052 -79.628728 0.068 PFO Section 404 Request a 1:1 ratio due to Indirect Impact W23 35.899799 -79.617223 0.249 PSS Section 404 Request a 1:1 ratio due to Indirect Impact W39 35.90237 -79.640494 0.287 PFO Section 404 Request a 1:1 ratio due to Indirect Impact WA 35.902046 -79.62803 0.010 PFO Section 404 Request a 1:1 ratio due to Indirect Impact Total Indirect 0.614 Ponds Area (Acres) P5 35.90237 -79.64013 0.090 Pond Section 404 No Mitigation for Pond P12 35.902694 -79.627033 0.690 Pond Section 404 No Mitigation for Pond Total Indirect 0.780