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HomeMy WebLinkAbout20211513 Ver 1_BP4.R005.1_Wetland_and_Surface_Water_Permit_Drawings (002)_20211019 Hl North Carolina Department of Transportation Highway Stormwater Program .r�. STORMWATER MANAGEMENT PLAN (Version 2.08;Released April 2018) FOR NCDOT PROJECTS WBS Element: 1713PA.R.116 TIP No.: BP4.R005.1 County(ies): Edgecombe Page 1 of 2 General Project Information WBS Element: 17BPA.R.116 ITIP Number: BP4.R005.1 Project Type: Bride Replacement Date: NCDOT Contact: Jerry Page,PE Contractor/Desi ner: MI Engineering Address:TBD Address: 1011 Schaub Drive,Suite 100 Raleigh,NC 27606 Phone:TBD Phone: 919-851-6606 Email:ext a e ncdot. ov Email: ked erton mi-en ineers.com City/Town: Conetoe Count ies: Ed ecombe River Basin(s): Tar-Pamlico CAMA County? No Wetlands within Project Limits? No 77797 Project Descri lion Project Length lin.miles or feet): 0.11 SurroundingLand Use: Rural Proposed Project NOW Existing Siteal Project Built-Upon Area ac. 0.5 ac. 0.3 ac. Typical Cross Section Description: 1 lane each direction(East/West)undivided highway 11'width,superelevation. 1 lane each direction(East/West)undivided highway 10'width,normal crown Proposed Incidental Stone Driveway Northwest and Southwest Quadrants. Annual Avg Daily Traffic(veh/hr/day): Design/Future: 600 Year:2040 Existing: 400 Year: 2021 General Project Narrative: Existing 2 span(2@20')bridge on SR-1526(Burnette Farm Rd).Constructed in 1968,Bridge 78 is precast prestressed concrete channels with end and interior bents PPC caps (Description of Minimization of Water on timber piles.The latest inspection report(2020.10.12)indicates Bridge 78 has a Sufficiency Rating of 70.37 and multiple priority maintenance items.The bridge has reached Quality Impacts) the end of its useful life.Division 04 prefers replacing Bridge 78 with a culvert.Proposed Culvert is a 3@12'x7'Reinforced Concrete Box Culvert(RCBC),buried 1'with sills,with 1'sill in Centre Barrel(low flow)and 2'Sill in outside barrels(high flow).Roadway construction consists of revising SR-1526 to 1 lane(11')each direction with guardrail added near proposed RCBC,and Roadside ditch improvements in North,South,East,and West quadrants. Waterbody Information Surface Water Body 1): Ballahack Canal NCDWR Stream Index No.: 28-87-1.2 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters(NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Highway North Carolina Department of Transportation Highway Stormwater Program _ = STORMWATER MANAGEMENT PLAN (Version 2.08;Released April 2018) FOR NCDOT PROJECTS WBS Element: 17BP.4.R.11E TIP No.: BP4.R005.1 County(ies): Edgecombe Page 2 of 2 Bridge to Culvert Avoidance and Minimization Proposed Structure Summary Sheet No.&Station ISheet No.: 4 Station: -L-15+62 1 Number of Barrels: 3 Drainage Area ac or sq mi : 3.32 S .Miles Barrel Width/Diameter ft : 12 Surface Water Body: 1 Ballahack Canal Barrel Height ft : 7 Culvert Type: Reinforced Concrete Box Culvert RCBC Culvert Length ft 46 Avoidance and Minimization Efforts: Impervious Dikes will be utilized while proposed Culvert is constructed via Phased Construction. (Bridge to Culvert) Left(East)Barrel will be constructed first.Ballahack Canal will be diked off such that flow is able to go around this Barrel while the area is under construction.Dikes will be moved to block the area of the Middle and West Barrel for construction,and Flow will be diverted through the East Barrel.No temporary channels or pipes will be required. Stream Slope Fish and/or Aquatic Life Passage Existing Average Stream Slope(%): 0.30 % Existing Low Flow Channel Dimensions T=30' Proposed Culvert Slope 1 0.30 % in the Stream: B=10' Culvert Burial H=6' Proposed Culvert Burial Depth(ft): 1 Existing Streambed Material: Sand,Silt Proposed Low Flow Dimensions W=12' Through the Culvert: H=6'(with 1'buried) Proposed Sills/Baffles: 1'Sills all barrels,entrance only Existing Low Flow Velocities in the Stream(ft/s): Proposed ow Flow Velocities roug the Culvert(ft/s): Alternating Low Flow Sills/Baffles: Culvert/Stream Alignment Stream Patterns Upstream and Downstream No observed stream conflicts upstream or downstream of the Culvert that Could Affect Fish Passage and Bank Stability: Bed Forms Impacted by Culvert(riffles, pools,glides,etc.): Low Flow Floodplain Bench Required? Yes (2)High flow barrels; 1'above low flow barrel (provide justification) Bends at Inlet/Outlet? No Culvert aligned with natural stream angle(102 degree skew to roadway) (describe culvert alignment with stream) Stream Realignment Necessary?(provide No justification) Bank Stabilization: Class II Rip Rap bank stablization recommended for proposed Inlet and Outlet channel improvements. Outlet Velocities Natural Stream Channel 2-yr Velocity(ft/s): Natural Stream Channel 10-yr Velocity(ft/s): 2.9 Proposed Culvert 2-yr Outlet Velocity(ft/s): Proposed Culvert 10-yr Outlet Velocity(ft/s): 1.8 Roadway Geometric Considerations Evaluate/Describe Roadway Geometric Constraints: 0_ 0_ 03 See Sheet I A For Index of Sheets ENO. TOTAL STATE STATE PROJECT REFERENCE NO. See Sheet I B For Conventional Symbols STATE OF NORTH CAROLINA PERMIT DRAWING N.C. B P4 . ROO 5 .1 �� DIVISION OF 141GIAWAYSSHEET 1 O F 8 STATE PROD.NO. F.A.PROJ.NO. DESCRIPTION BP4.R005.1 WA P.E. J 1526 B P4.R005.2 N/A RlW & UTI L. BP4.R005.3 WA CONST. O r m mQ vm 0m 64 c� 1524 • �,� 64 1582 EDGECOMBE CO UNTY c m 64 o -- 1525 � ery r`° dot 42 Rd. a dr LOCATION: REPLACE BRIDGE NO. 320078 OVER BALLAHA CIS CANAL a 1540 ON SR 1526 (BURNETTE FARM ROAD) 65% PLANS 15 6 5 6 1526 TYPE OF WORD: GRADING, DRAINAGE, PAVING AND C UL VER T = v 1524 64 + A T 42 k44 L 1631 � � . WETLAND AND SURFACEWATER IMPACTS PERMIT h � ac r Sr 42 1432 = 1608 tea" Thigpen O (V L(7 CD 0 ZZ VICINITY MAP SITE 1 SITE 2 Y SITE 3 V 42 DET OUR ROUTE N. T.S. ; NC , I �0 I BEGIN PROJECT BP4. R005 .1 CL CULVERT L— P ST m 15 + 62.00 —L— POT STA. 13 + 00.00 twet L i - - — -— — � —� — -9 - -� - - ' N - - - wet 2 � we I.1 // - We 0 TO SR 1524 ____ _ ,7 SR 1526 (BURNETTE FARM ROAD) ' END PROJECT BP4. R005 .1 I , LLJ I a —L— POC STA. 18 + 90.00 Z BEGIN CONSTRUCTION —L— POT STA. 12 + 70.00 a : a END CONSTRUCTION L I I 2 ' Y :5 —L— POT STA. 2 0 + 10.00 I m 00 I , a� 0 w INCOMPLETE PLANS THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY. DO NOT USE FOR R/W ACQUIISITIION 0 CLEARING ON THIS PROJECT SHALL BE PERFORMED DOCUMENT NOT CONSIDERED FINAL TO THE LIMITS ESTABLISHED BY METHOD II. UNLESS ALL SIGNATURES COMPLETED o Prepared in the office of: HYDRAULICS ENGINEER �W)Ek� GRAPHIC SCALES DESIGN DATA PROJECT LENGTH C D M 5CDIVI Smith Inc.400 Glenwood Avenue E 400 l-- ADT 2021 = 400 VPD RaleSuitigh NC 27612-3228 0� �N 30 15 0 30 60 Smit MI ENGINEERING 0 ° NC COA No. F-1255 1011 SCHAUB DRIVE, SUITE 100 _= ADT 2040 = 600 VPD FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RA(9119 H85'1 660606 U� MI ENGINEERING FIRM PE NUMBER : P-0671 z K = I WA 2018 STANDARD SPECIFICATIONS w PLANS LENGTH ROADWAY PROJECT BP4.R005.1 = 0.105 MILES ADAM M. CONRAD, PE P.E. o� D = 50% LENGTH CULVERT PROJECT BP4.R005.1 = 0.007 MILES PROJECT ENGINEER SIGNATURE: 30 15 0 30 60 T = 3%* RIGHT OF WAY DATE: �Q V = 60 MPH JULY 23, 2021 JACOB A. BOESCH, El ROADWAY DESIGN 00 PROFILE (HORIZONTAL) *TTST = 1% DUALS = 2% PROJECT DESIGN ENGINEER ENGINEER ''� 6 3 0 6 12 F U N C CLASS = LETTING DATE: �� o LOCAL TOTAL LENGTH PROJECT BP4.R005.1 = 0.112 MILES NOVEMBER 9, 2021 ,TERRY PAGE, PE z NCDOT CONTACT PROFILE (VERTICAL) SUB—REGIONAL TIER SIGNATURE: P.E. NZ� PROJECT REFERENCE NO. SHEET NO. co RAW SHEET NO. ROADWAY DESIGN HYDRAULICS W y ENGINEER ENGINEER I I I I I I N N m W INCOMP LE ]E PLANS NS N W DO NOT USE FOR 11W ACQUISITION I I I N I I I I I I I I I DOCUMENT NOT CONSIDERED FINAL W W UNLESS ALL SIGNATURES COMPLETED I I I I I I I I NC GRID I I NAD 83 NA 2011 I I I I I I I I I W W I I N EVAT 0JEI = 49.8PERMIT DRAWING N 7 3 43 2, 461 084 N N BL STA ION B 9.00 7 LEFL SHEET 2OF 8 I I R SPI E I B SE OF 115" GUM N I I I I I I I I I W W I I I I I I I I I I I I C3 w Pl Sto 15Y O/.3 P,Sto 18 O4'10.8 SITE 2 p = /r 53'ol.r rin p = r o4'10.7•rlTl SITE I I I I S E OI I D = 5'45'30J' D = 0'3r 32.7' I I" L E� cv I I I a � L = 20637' L = 203.45' I I W T = 10356' T = 101.73' I I Y OY D W.N 2RP G \\3, �, I I z R = 995 00 R = 10,8979/' I I F L OB \63 p G \23 I I e = 6X e = Exist. I 1 Og \63'f2 PG \86 RUNOFF = l20 RUNOFF = Exist. 1 1 RIP RAP AT EMBANKMEN 1 1 m o ° END PROJECT BP4.R005.1 w PC DS = 50 MPH DS = Exist. SEE DETAIL'G"' +30.0 + ED ARD E. DAIL AND 100.00 I 1 -L- POC STA. 18+90.00 I I =1 WI , NOREEN M. DAIL �I CI LANL JN S. DAIL AND EDWARD E. DAIL AND L; N HI aQ `LASS ' API,�A2 PG 677 WIFE, TRACY S. DAIL WIFE, NOREEN M. DAIL I .00�T UN N pp SEE DETAIL ZA I z N �X\Sj1NG R/W / CL CULVERT 500 AT SEE DETAIL B I PG 22 N �I 1598 PG 561 BEGIN CONSTRUCTION DB 1592 PG 677 -L- PO STA. 15+62.00 1 g Z C II PG 136 -L- POT STA. 12 +70.00 MB I PG 223 STANDARD BA 42 O PROP INCIDENTAL ST VEWAY SPECIAL L BASE DITCH SEE DETAIL'B'90.00 iL 1 ANDA D V CH 'k � � CULTIVATED F,IIELD op �/ El I T E DE F' �" // 0 N/ e * p I 60. iLT + 00 E mI +.00 / SPt`CIAL' II ' EX.ORO T E O SE DETAIO - mLu OGRASS � � � I T 15 �/ � (.(. ./7+ .� �/;L\ .+�o.00 UL T& FI 1 +zo.00 S1 NG E GT�I cn 38.53 t REMOVE 4 00� 43.00 � +0\I/ 9AiD5. 20'pp)95.00 5 EM EI EX4000� ERM/ DSOGUY 2- ± `/ `± o20InP) F F F PD W 1 _ _ - _ _ o I I I GUY. EIP EXISTING R/W E e o. ozo EDWARD E. DAIL AND I EIPO O wet 2 �REtr>Fi=s r e� _ o o / + -�- TLa3 F- WIFE, NOREEN M. DAIL I Edgecombe County . P - - - - - - - - - - - - - - - PEC GCE e:1 r o m - -W- - - - - - -T- ,ol o. -T �i 1WG R/W �6,6q , E .0o DB 1416 PG 860 I I - - - - -� �T--- - - - - = I I - ♦� 4000 EX�S N �0"2�'�9' T.RNJ PC 7 PG 186 o Century Link, C1 LE _L_ N o o N 89'l5'0/.3'E 10' � i PT Sto.19+69. 0 0 0 0 0 0 0 l 8.98�� / P E �P SR 1526 BURNETTE FARM Rd' . 20'BST 0" SE =49.� S A = �' O S-/� c 8:1 TAPER s_ D WWGREU TL-3 + 15" GREU T CMP PI C STA° `,� E EDWARD E. DAIL AND �I 320078-2 a9�° WIFE, NOREEN M. DAIL c EXISTING R/W +00.00 ' DUE DUE UE= PVE U' �' DBM1592 9 PG 223 7 EX.RM/ o 35.00 AT P E s EX.RAIN SEE DETAIL'E' UE +50.00 SPECIAL LATERAL V DITCH � 40.00 AT 0 � C S o.15+60A8 +co END CONSTRUCTION +70.00 +50.00 RAL BASE DITCH CULTIVATED FIELD EX.RAN 49.44 AT 7.00 SEE DETAIL'C' Q 3 -L- POC STA. 20+10.00 EDWARD E. DAIL AND 47.00 iRT STANDARD WIFE, NOREEN M. DAIL CULTIVATE F �o.00 0T E Ems E D E 35 R\ i IL F' EDWARD EDWARD E. DAIL AND co DB 1387 PG 245 _CLASS I R PROP INCIDENTAL STONE DRIVE DET L Ll T 3 N v Pti w WIFE NOREEN M. DAIL W PC 7 PG 186 90.00 W I E Q' .0o/RTSEE D IL G BNKMENT DB 1416 PG 860 I I 9 N I O PC 7 PG 186 BEGIN PROJECT BP4.R005.1 N , ' Q EXIST P/L C 2 .00 m 1 0.00 AT -L- POT STA. 13+00.00 I 1oq. 0/RT I I �1 I I I w1 VTIL F00 I I I ,I B IDGE I I I I I 1 -1 I I �I I I I col I I A I I LI I I �I I I A 1 1 -61 W N I WI N N N N DENOTES MECHANIZED I`' • " CLEARING cuI W I �I DENOTES EXCAVATION IN WETLAND m ® DENOTES HAND ` CLEARING � m � W C DENWET ANDOTES L IN m� V y DENOTES TEMPORARY IMPACTS IN SURFACE WATER ?� DENOTES IMPACTS IN o SURFACE WATER W LD W N N N U N N CO z 50' 0' 50' 100' 150' ED 06 o�Q GRAPHIC SCALE = 0 CV L O-c m W CV s I = UU oz W 0z= CT // / I c 1 /i (J / 1, PROJECT REFERENCE NO. SHEET NO. r I / RAW SHEET NO. ROADWAY DESIGN S ENGINEER ENGINEER 1 \ INCOMP LE lE P LA NS ru Illl �� \ A / DO NOT USE FOR 11W ACQUISITION r I I I I I � J DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NC GRID NAD 83 NA 2011 � v?q 3 o I -49. 84 H W PERMIT DRAWING BL STA ION/ 3 .00� 7 LEF-L R SPI EI IF�Of� I� GUM / SHE T 3 OF 8 I I hm -L- -L- �\ I I i III I I 11 I I --P1 Sto 16+63.63 P1 Sto 18+68J8 0 /r 53'of r QT) A = r 04'10.7•(LT¢ SITE 2 �1 ; III I I I �n I / col- D = 5 45 30J D = 0'3r 32.7 / _ SITE - I I T �/ NARRE 3 i Ln T = 10356' T = 101.73' i II II I IIy I S r F LpY D w\632 P G \23z \ ` / a R =29500 R - 0.s979/' 4s- �� I/ III 111 I a _ f 1 I - _ � DB �6 I pf-`a6 o I ✓ - -� \ / / e = 6X e - Exist. I II�I III I I PC OI \ DSNOF50 MPH DSNOFEx1sLExls RI RAP AT EMBANK I I r r 1 / II I IJ°� END PROJECT BP4.R005-1' w J UI I SEE ETAIL'G' +30.o ED ARD E. DAIL AND \ \ ,00.00 1 1 I -L- POC STA. 18+90.00 u _ I I =1 N I I1111 WIF , NOREEN M. DAIL (� EDWA�p; E. DAIL AND I � ry 1 cLAss I AP / I / 1 I W 1 2 PG 677 wl \ LANPON S. DAIL AND - WIFE TRACY S. DAIL WIFE, NOREEN M. DAIL /^ I �,�- N oo SEE DETAIL ZA -Q➢ CL CULVERT � SEE DETAIL B I PG 22 J I BEGIN CONSTRUCTION DB 1592 PG 677 -L- POC STA. 15+62.00 ' r '� cn 1 01 ) 1598 PG 56 -L- POT STA. 12+70.00� MB I PG 223 1 II11 `' � ,� N� 42 _ ^ ^✓ 1� N STANDARD BA Z 'I C II PG 136 \PROP INCIDENTAL ST VEWAY SPECIAL L BASE DITC $EE_DETAIL'B'90.00/L j AND D V CH /, - - 51 O I L'-1 + .00 EE D T r f m 1 1 + 0 E DE F' bo. 00 E I III oo CULTIVATED F LD I F + \ I _-481 SPECIAL TERAL V DITCH I N * o 37.00/LT r SE ly.l O GRASS � 1 � 1 T .1 � � _pcC ./7 �/ IN <. G Raw `i `i +`�0.00�UL TE* FI I I I I + o E 51�N i j 38.53 /L REMOVE + 0 43.00 _ fy�_�D �/ I / = I 5. O 20 TYP° 4 . t 0 l W -� / _ T o �49 ( EM E 1 EX. 40.00 dT ✓ 0 N 26 gU Ri I I o1 Q I EX 20� QD S EXIST.RNJ % i o SR OGUY �� o c o F F F PD W - � �\ � � 7 / GUY• EIP - EXISTING R/W � �- - � - _E _ � N o. � �� 030- / \ \ �\ EDWARD E. DAIL AND �- - - - _ - - - e� TLC - WIFE, NOREEN M. DAIL CL - - _- - L6 6RE - RE - - to' o _t50- _ i�i q, o. „ iii / \ Im � � - / `� � eb - - _- � -eb -____ = 6-- - PC 7 PG 186 / rah" r _ b\ _ - - - to /i�� i i EX�S \002�'�9" \ DB 1416 PG 860 o Century Link, f�E _L 8g�r�„�E oSEA = _ _ N PT Sto./9+69 1 98� � 4� / ' �.. I \ \ y _ - q SR 1526 BURNETTE FARM Rd' 20 BST - � � - - - SE -49.� o - 8` - _ _ - - - �� m E . /L I 1 - - -a9- = _ _ _ __ _ as _ - - - - - 49�.LTgpE� 3 / (_ _� _ __ - • EDWARD E. DAIL AND L ` _� _- - - - _50 48 _- / 1. `� L � � 3207flg: - - - - - - ae- _ - �_- - E a9 NOREEN I \ / o � N WIFE, � DAIL / I I �I EXISTING R/W /" +00.00 " DUE - uE m Pu cn n DBM1592 G 223' 1 1 EX PW 35.00 T P E -GUE . 7 �`r I +5 .Obi I $PECIAL LATERAL V DITCH � \ / SEE DETAIL'E' \ EX.RM/ � o S o.15+6O 40.0o I + END CONSTRUCTION �s k°� f +7000 +5000 SEE DETAIL'C' 3 \ CULTIVATED FIELD ,o _ 1 �I \ EX.R/W 49.44/RT 00 RAL BASE DITCH O O L- POC STA. 20+10.Q0 \ EDWARD E. DAIL AND 47.00/PT STANDARD - / WIFE, NOREEN M. DAIL CULTIVATE F + oo E EDETAIL'D' 435 R\ I I I� DITCH ✓ \ / 70.00 AT E cLnss I I I IL F' EDWAd�[� E. DAIL AND p°�� \ \ \ ,I / �� DB 1387 PG 245 L T I 1 J .71/R RIP T EMB4MKMENT WIFE. NOREEN M. DAIL / � PC 7 PG 186 -<8 / PROP INCIDENTAL STONE DRIVEW DIET L' P� W ` +S�i. 6', I I O .00/RTSEE D , Jq 9o.00 N I Io a J N D BCI4 7 PG 1860 �I \ B� GIN PROJECT BP4.R005.1 EXIST PiL\ � ( / - POT STA. 13+00.00 I i loq. d9� I o.00 wl I I Cv MT F00 I I j 111�1 I III I BRIDGE �i � I A � j A \ ., ► I / �I 11111 � 1 - aa_ '� � V 1 col I j 1 �� Z/ �9 1 % • DENOTES M9EFHANIZED 1 CLEARINGcul \ DENOTES EXCAVATION m11�47 ( �\ IN WETLAND I DENOTES HAND CLEARING < DENOTES FILL IN J I I 1 / / \ i m� WETLAND \ I III / DENOTES TEMPORARY \ l IMPACTS IN SURFACE WATER ) > ( WI { DENOTES IMPACTS IN se I / /\ SURFACE WATER \ �LLIz I ( ) �� \ a \� �I'c 50' 01 50/ 100, 150' �X GRAPHIC SCALE \ N o oz �K, oz z IF Wbr. TAT17701 NEON MEN NONE MEN MEN Iffiall INN owl loommoss 101 101 '-7100001 INN NMI loommoom INN Sol "'Immmml IF IN,An MEMO 101 moolF.1 0 "Rol 1111 IF ACIF An --'10 101 ONEF,L 10 kk"1111 01 �001 =me-- 'MEMO NONE 101 now '- I 4621 NMI INN loommool NMI INN - mommol 11 NMI INN Iffimmmmoi 001 IME --'IMMMMI IMF 111F All NEON NMI l000F I INN ",1011 In lok T A IF AM -::INN NMI loor AL INN h,�% In low "Alk I ANN MOEN Sol imEF.-- 11 ob�,, in low AOL ANSI -701 001 '--FAib,ll 00h,10 No 101 nommoom III on 101 -- BEENE III on 101 SOMEONE 00 101 --00000 mmol ME loom,I Vol ,quo 11 mob, :101 00 INEV A,101 k,'qN 11 103 IMENI ME INS'-- 11 EL, 11 IMF '--101 00 ANIL 11 ONL�11 MEN IMF 'IF AN 0001 00� INESSF,101 in job, V A IF AM =11111 00� INEF AL 1111111 L,'10 10 100 0001 ME IEMFA-- 11 EL,' 10 IMF AOL MEN -701 00� ANN,IN mob,in IF WD r. 17701 MEN NONE MEN MEN 4RMl 1111 INN loommool 1111 1111 INN -_-_Ammmmi 11 1111 INN loommool Al 1111 101 --100001 IF A 0001 101 INEEF,'101 "IN 10 Milk V A IF AMI -:]ON NMI INEIF A INN kh,"M 10 100 NEON Sol looF.-- 111 Ohl" In low 001 Ami,11 mob,in ir ham v Wbr. TAT17701 NEON MEN NONE MEN MEN dmM Ion NEI mommoo6mi IME 101 IS Ion 101 mommomqmk 101 101 IF WAS 1000 101 INEV,INN '401 01 1Fk'W AN ­7111 101 INEF,L 10 IL'ql 01 001 ME NONE INN low__ .10 loh," IN Nor AOL ANN ­111 101 --FAIELV IMOkEl Inds NEI ME loommommin 101 00 in NEI No loommoomb 101 00 IMF IF Al 0001 101 �ONEF,101 '%M� 10 lNk T A,IF,Mi ---ON 101 now AL'11111 Ik,'% 10 100 NEON NEI IN sh", in low --ON 101 IMS,10 MEN 11'r in jo,M1 IF in v Wbr. TATOW11 MEN NONE MEN MEN own 101 no loommommin, --qm 101 no 101 no loommogRol 101 00 or F A soon 101 moor I Ion "1401 10 1111h VAL IF Al - 20 101 ONE'Ak 110 kk,Nl 01 lool MEMO 101 NOV 10 lllk�` 01 low' --10 101 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS WATER 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) 1 -L-13+02 to 14+69 Proposed Roadway 0.04 <0.01 0.01 0.07 2 -L-15+37 to 15+89 3@12'x7'RCBC 0.04 46 Inlet&Outlet Channel 0.06 <0.01 80 10 3 -L-16+26 to 17+57 Proposed Roadway <0.01 0.02 TOTALS: 0.04 <0.01 0.02 0.08 0.10 <0.01 126 10 0 *Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 10/07/2021 EDGECOMBE 1713P.4.R.116 BP4.R005.1 Revised 2018 Feb SHEET 8 OF 8