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Home My WebLink About20211513 Ver 1_BP4.R005.1_Buffer_Impacts_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 BUFFER DRAWING N.C. B P4 . ROO 5 .1 �� DIVISION OF 141GIAWAYSSHEET 1 O F 5 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. O 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 C F _U 15 6 5 1526 TYPE OF WORD: GRADING, DRAINAGE, PAVING AND C UL VER T = v 1524 > � 64 A 42 L BUFFER IMPACTS PER IT 1631 42 ,P/0 F � or c io, st I � = 1608 tea. 1432 Thigpen O (V L(7 CD 0 ZZ VICINITY MAP ' ' Y SITE 3 DETOUR ROUTE N. T.S. SITE 1 C 42 W W i W W 10 C N N I N N BEGIN PROJECT BP4. R005 .1 cL cuL E T L- PO S m 15 + 6 0 —L— POT STA. 13 + 00.00 � � � � � � � � I � � � � � � � ^ � � et I L -� 4— — — +— — —q- — $ —9 �— — — wet 2 T we 1 ' � _ et 1 0 -- W i > TO SR 1524 ,7 SR 1526 U� (BURNETTE FARM ROAD) ' N PROJECT BP4. R005 .1 I , I LLJa �L�co P C STA. 18 + 90.00 SITE 2 N N I I N N BEGIN CONSTRUCTION N ; ; 10 SITE 4 —L— POT STA. 12 + 70.00 a l a END CONSTRUCTION L I I 2 ' Y —L— POT STA. 2 0 + 10.00 I 00 I ; m 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 Ek� > �W) GRAPHIC SCALES DESIGN DATA PROJECT LENGTH CDM 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: V = 60 MPH JULY 23, 2021 JACOB A. BOESCH, EI ROADWAY DESIGN _ 0 PROFILE (HORIZONTAL) *TTST = 1% DUALS = 2% PROJECT DESIGN ENGINEER ENGINEER — L � ''� 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� Ilk PROJECT REFERENCE NO. SHEET NO. a R/W 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 = 49,8 61084 NN 7 3 43 2,04 BL STA ION B 9.0 7 LEFL BUFFER DRAWING I I R SPI E I B SE OF 115" GUM N I I I W SHEET 2 OF 5 I I I I I I I I I I I I -� -� � I w T I ,Pl Sto 16+63.63 Pl Sto 18+68J8 I , "� o I "' o = lr 53'01.r(LT7 A = r 04'10.7�(LT 1 I c D = 5'45'30J' D = 0'3r 32.7' r i" O L E� cv a L = 206.37' L = 203.45' r W T = 10356' T = 10/.73' OY D W.N 2Rp z R = 995 00 R = 10,8979/' I F L OB \r' P G \23 e = 6% e = Exist. 1 I OB \63'f2 PG \86 RUNOFF = l20 RUNOFF = Exist. r r >h , , W r W EDWARD E. DAIL AND PC �I I END PROJECT BP4.R005.1 w -01 DS = 50 MPH DS = Exist. RIP RAP AT EMBANKMEN , �` SEE DETAIL'G' +30.0 + =1 loo.00 -L- POC STA. 18+90.00 �I I � WIFE, NOREEN M. DAIL °' I I cnl LANLJN S. DAIL AND EDWARD E. DAIL AND L; N N' aQ CLASS IRDAAP,r ,2 PG 677 0 CU��\VATE� I �'I WIFE, TRACY S. DAIL WIFE, NOREEN M. DAIL Q o AT UN N pp BANKOT ZA z N EX15�WG RAW / CL CULVERT 500 hT SEE DETAIL MA I PG 22 -L- POC STA. 15+62.00 BEGIN CONSTRUCTION DB 1592 PG 677 I , 1 - -- cn 1 3I 1598 PG 561 -L- POT STA. 12 +70.00 MB I PG 223 I Z 0 C II PG 136 STANDARD BA 42 O QQ PROP INCIDENTAL ST VEWAY SPECIAL LATERAL BASE DITCH SEE DETAIL'S'90.00 L I ANDPgD V DITCH - CULTIVATED F LD ' * p 160. /LT �/ EE DETAIL'A'I 00 I'� +.00 E DE F' csFfo TERAL V DITCH / N�/ �/ �j 37.00 LT E I T .15 CC ./7+ .� �/ N L I / SE DETAIL"E' + EX.RNJ c'n GRASS 3s.s3.00- T FI REMOVE � r + o0o aaoo° EX1511NG / y �d9 cpi� ARM RD >jT/ / o, il o PD a . L Go.00 +oe I o LQ I EX .PIW �i -0 20'(TYP) EM E 1 EX.RhV L� m o 20'(TYP) o y PD o� . Gent I I ED i OGUY o _ _ _ E - _ _ . EIP EXISTING R/W �- EDWARD E. DAIL AND GUY EIPO wet 2 _ _ O -�- - _ N /6REtrTi=3 PEr C G E T`� F 8.1 T o o � � WIFE, NOREEN M. DAIL _� -- - - - -W Edgec- County , P - - _ _ _ _ _ - - - - o -T O- DB 147 G 860 -T- I I 1 ♦� IE 78 «. 10' -_- -�EX\STWG R/W N 9„ E .oT.o Raw PC 7 PG 186 o Century Link, C1 f�E N 89'/5'0/-r E o' - --- i OPT Sto.19+69. o 8.98�� / P E \P SR 1526 BURNETTE FARM Rd' 20'BST °" SE =49°� A = --- _ m `n 8:1 TAPER -- � c E � �I _ E. s 15" ------ -SBE11 CMP D GR LZL 3- s��• „ E A ww EDWARD E DAIL AN 320078-2---------------------------- --- o --- --------- o _ C N a9�°\�� WIFE, NOREEN M. DAIL -- ---------- I I LA EXISTING R/W +00.00 DUE DUE uE PUE DB 1592 PG 677 �I EX.RW 35.00 RT P E �s AGUE �� Ex.RnN MB I PG 22 +50.00 SPECIAL LATERAL V DITCH SEE DETAIL'E' cd O o C S o.15+60.08 40.00/RT END CONSTRUCTION RAL BASE DITCH CULTIVATED FIELD+70.00 +50.00 P EX.RAN 49.44 AT 7.00 \ 3 0 -L- POC STA. 20+10.00 EDWARD E. DAIL AND 47.00/RT SEE DETAIL'C STANDARD >I WIFE, NOREEN M. DAIL CULTIVATE F E Ems E D 4 rn rDITCH00 70.00 AT E CLASS IR � IEDWARD E. DAIL AND >I DB 1387 PG 245 PROP INCIDENTAL STONE DRIVEW Y Pti w > D+TA�L 6 NO Q .71/R RIP T EMB,4;NKMENT WIFE, NOREEN M. DAIL WI PC 7 PG 186 90.00I oo E, Q .00 JRTSEE D IL G N DB 1416 PG 860 N I O PC 7 PG 186 H BEGIN PROJECT BP4.R005.1 N , ' Q' EXIST P/L. R -L- POT STA. 13+00.00 I 10Q.2 W m 1 0.00 T 0/RT I I �1 I I I w1 MT F00 B IDGE I I I I �I , I I I I . I 1 -1 I I I I I I I I I I col I I A I I LI I I �I I I A 1 1 01 W N I I WI H N N N I N m m m+ W O m� V ti ALLOWABLE IMPACTS ZONE 2 w ALLOWABLE IMPACTS ZONE 1 O W N N N N N CO z 50' 0' 50' 100' 150' ED GRAPHIC SCALE CV ' 0 CVO [ w m O CV I = i UU OZ I � cozy � / / � ja I PROJECT REFERENCE NO. SHEET NO. Jb� _ I aJ r 1 I / RAW SHEET NO. aJ ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 2 I hi / N I �I �l \ A ) INCO1�lIP LE lE PLANS NS DO NOT USE FOR %W ACQUISITION r( � DOCUMENT NOT CONSIDERED FINAL j UNLESS ALL SIGNATURES COMPLETED NC GRID Jl i�J Il L cJ / NAD 83 NA 2011 BL STA ION/ 3 .00� 7 4LEF-L R SPI E i I F\0f Ig GUM / , BUFFEk DR, 'WING SHEET 3 0 F 5 �f -�- -�- �\ / I I r III II I I / low /o / w P1 Sto 16+63.63 P/Sto 18+68J8 �r III,I I I � I _ /r 53'0/J•QT! r 04'loa•r�T� — \ —' D = 5.45'30J• D = 0.3r 32.7• / _ i i II I I I / O �/ W. RRE` 3 a Ln T = 10356' T = 10 73' i/ i II I I I I F�pY D e 32 P �23� I �/ R = 995.00' R = 10,697.9r i �632 — — \ spa' \ I II I I I II l I I — - DB T PPS �86 � e = 6X e = Exist. \ I I' PD � l s i �- , — I RUNOFF l20' RUNOFF EXIS. RIP RAP AT EMBANKMEN r� I IIII I END PROJECT BP4.R005-1 w I 1 01 / / DS 50 MPH IDS = EXIstL SEE ETAIL'G' +30.0 , \ I I V�+ EDWARD E. DAIL AND , I I I =1 I ioo.00 -L- POC STA. 18+90.00 � H � I II I WIFE, NOREEN M. DAIL I I �l �\ DAIL AND EDWARD'' E. DAIL AND I N �' I CLASS Ig�7�pj�(�AP��Q _ LAND ON S. Vi h I I I F- N BANK STDAAPI,f A2 PG 677'� n a �1vpTE� / —za— I I cnI J I\ AI WIFE, NOREEN M. DAIL CL CULVERT N CUB I II r — WIFE TRACY S. DAIL SEE DETAIL MB I PG 22 ' BEGIN CONSTRUCTION DB 1592 PG 67 -L- POC STA. 15+62.00 i � � � ' � -' I � �' � Z I I �I J 1598 PG 561 -L- POT STA. 12+70.0& MB I PG 223 N STANDARD BA I ��, IIII Ff i 42 O I I I C II PG 136 Q_ \PROP INCIDENTAL ST VEWAY SPECIAL LATERAL BASE DITC $EE�ETAIL'B'90.00/L \g3 A D El D TAIL'A' f I �EENDE7rtlL F'DH r CULTIVATED F LD I / %j/ —FO—Nj 5% w i 60. LT r ! Il l l l +.o. c + I �pa� SPECIAL LATERAL V DITCH I ' Q? 00 o ' 1 EX.ORNJ T co E Q �) r T .1 C ./7+ �/ �(YP) <. \NG R/`N / � LU t r h o GRASS I `i `i +`/o.00�UL TE* FI % 38.53 A \ REMOVE J 0 00 '\ � �q9' �� 0' � � EM EX.RhV t..ILT� ✓ -- �/% i � 0 1526 BUR! / I I LEI _ / i / m �0 0 20'(TYP) o y / PD I E I I OGUY — — — — — _`� — _ °E o EDWARD E. DAIL AND GUY. EIP — — EXISTING Riw — — — — — — r - — - TLC --- -- — o " \ WIFE, NOREEN M. DAIL I I �I --EtKO / - - -- - - - — -�- - �E_ 1 1 — �47- — — — 61�Et � r ' DB 1416 PG 860 _r� _ \ C- -e> — _ _ _— — EP6omb-e—�ot b� — >� — _=rt= _ - - �b — --____ - - --- _ — _ ,o' i�� ' � EX�STW o2�,�g^ E I PC 7 PG 186 Century Link, f�E _L 8g�r�„ o� — N �0 PT Sto./9+69 1 \ _ SR 1526 BURNETTE FARM Rd' 20 BST — � � SE =49 - 8°98 — q9= R, �' E T S� J C — — — — — 50— — _�� -49- — — — _ _ _ sT �° EDWARD E. DAIL AND II �I �� 320�� -� - - --==se __ — - - - _ _ -_� - - - _ �� 0 N 89�``E WIFE, NOREEN DAIL �_ 52 � / _ _ -7— 777 ----- \ Ln MB IPG 223 I -------———— — _ _ o I EXISTING R/W \ _-__ - UE— UE +S .Ob 7 ` 1 / /p 35 0 pT R E DUE s + � \ SPECIAL LATERAL V DITCH DB 1592 PG 3 1 � I / EX.RkW I SEE DETAIL E V ` /, - ---- - °Icd S o./5+6UA ao.oa I END CONSTRUCTION I EI m ED�VARD E. DAIL AND 4].00 RT 49.44 RT 7.00 SEE DETAIL" TANDARDITCH 4 ✓ O \ \ CULTIVATED FIELD — � _ 0 \\+70.00 +4/IRT L- POC STA. 20+10.0 1 / CULTIVATE F E EE DETAIL'D' I � DITCH li \ / WIFE, NOREEN M. DAIL oo �� I I ,I 1 / � / CLASS IR I � IL P' EDWARD E. DAIL AND � \ co p0 >I \ I �( DB 1387 PG 245 J 70.00 RT E + I J1LR RIPEMBANKMENT WIFE NOREEN M. DAIL J \ \ \\ / J PC 7 PG 186 / PROP INCIDENTAL STONE DRIVEW DETAq L' I ryJ 00 4a O�. 6'. OO ' q �� 90.00� ;I I . .00 RTSEE�D�� D BG1416 PG 1860 0 BEGIN PROJECT BP4.R005.1 ( � Exlsr PA_\ I I I I I \ -L- POT STA. 13+00.00 I I ioq. T I I LEI I I I i II III V A A MT F00 I ► I I of 1 / \ / P� 8b 1 1 °1 I / A V J / �� yJ I I ha cc,l 11 ti \ lk �L (?WABLE IMPACTS ZONE 2 \ >� I o I / 'r\� \\ \ // \L I ALLOWABLE IMPACTS ZONE 1 \1 _ N I'j I I �Ic 1 \ J ED X GRAPHIC SCALE \ qJ7 �) \� o� I L _ I �z� RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size/Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT ( 2) ( 2) ( z) ( 2) ( 2) ( z) ( 2) ( 2) ft ft ft ft ft ft ft ft 1 -L- 14+95 to 15+55 LT Roadside Ditch 1861 1287 3148 2 -L- 14+88 to 15+39 RT Roadside Ditch 2023 1310 3333 3 -L- 15+85 to 16+38 LT Roadside Ditch 986 400 1386 4 -L- 15+70 to 16+36 RT Roadside Ditch 1139 745 1884 TOTALS*: 6009 1 3742 9751 0 0 0 0 0 NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 10/07/2021 EDGECOMBE 1713P.4.R.116 BP4.R005.1 Revised 2018 Feb SHEET 4 OF 5 WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS ZONE 1 ZONE 2 SITE NO. STATION (FROM/TO) (tt') 3 -L- 16+26 to 16+38 96 TOTAL: I 0 1 96 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 10/07/2021 EDGECOMBE 1713P.4.R.115 BP4.R004.1 Revised 2018 Feb SHEET 5 OF 5 Rev.Jan 2009