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Home My WebLink About20161087 Ver 1_Halifax 198 Permit App_20161107 (2); Water Resources ENVIRONMENTAL OUALIT'� PAT MCCRORY DONALD R. VAN DER VAART s�-��<�,�,�,� S. JAY ZIMMERMAN Attachment L: Low Impact Bridge Replacement Process County Halifax Bridge No. 198 over UT to Bear Swamp WBS Element Number 17BP.4.R. 67 This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. This project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT's Minimum Criteria Rules. Date: Nov. 11.2016 Applicant Name: NCDOT Applicant Address: NCDOT Division of Highways P.O. Box 3165 Wilson, NC 27895-3165 Primary Contact for Project: Chad Coqgins Phone No.^(252) 296-3529 Is this an after-the-fact application River Basin: Tar-Pam Stream Classification: C NSw Yes X No Regulatory Authorization Options for this Activity Federal: USACE Nationwide General Permit 3— Maintenance State: General Water Quality Certification #3883 and/or Buffer Authorization Local: None Project Description — NCDOT proposes to replace Bridge #198 which is currently a 3 span 51' x 20' bridge with a 2 span 90' x 25' bridge over UT to Bear Swamp. The proposed stormwater runoff from the proposed bridge has been conveyed to a storm drainage system that outlets outside of the buffers and then provides treatment of the stormwater via a small grass swale. There are 2437 square feet of impacts to Buffer zone 1 and 790 square feet of impacts in Zone 2 that will be associated with this project. � � � � �-� �� ' r �'�. � ��` Signature. Print Name: Chad Coggin Statc of North Carolina IF.mironmental Quality I Water Rcsourccs 167.7 M a�lServ.re Cen�r, Ra�i�h, North Cam.fi�a 27699 ].67.7 Phone:919 90�-f300 Attachment G: Low/Minimal Impact Bridge Project Data Sheet 1 TIP NO Div Managed 2 WBS Element No. 17BP.4.R.67 3 Count Halifax 4 Brid e Number 198 5 Descri tion UT to Bear Swam 6 Basin Tar -Pam 7 Classification C NSW g Stream SIN 28-79-25-7 9 Type Inland 10 Size 35' 11 T e 3 s an �2 Existing Structure Size 51'LX20'W 13 Suff. Ratin 28.47 14 proposed Structure T pe 2 span 15 Size 90'LX25'W USACE (LF) 38 LF for stream stabilization 16 Stream and bent lacement 17 NCDWQ Impacts LF 0 18 USACE Impacts (AC) .01 ac for MC �g Wetlands Non 404 Impacts (AC) 0 20 CAMA Im acts SF 0 2� NC DWQ Buffers Impacts (SF) BZ1 2437 BZ2 790 22 Buffer Applicaton Required (>40 ft) (Y/N) Yes 23 State Stormwater Permit Required Y/N No 24 Habitat Yes for DWM and TRSM 25 T8�E Species Present No 26 Bio Conclusion MANLAA 28 Moratorium Dates N/A 2g N ative/H atch e No 30 Trout Waters Trout Species Present No 31 Trout Conditions Y/N No 32 WRC Reviewer No 33 CAMA AECs No/GIS Confirmed 34 Essential Fish Habitat No/GIS Confirmed 35 Nav. O enin No/GIS Confirmed 36 USCG Permit No/GIS Confirmed 37 Historic Properties No/HEU Confirmed 38 Archaeolo ical Resources No/HEU Confirmed 39 Tribal Lands No/GIS Confirmed 40 4(fl Resources No/GIS Confirmed 41 6 LWCF Resources No/GIS Confirmed 42 Wild and Scenic River No/GIS Confirmed 43 Federal Lands No/GIS Confirmed 44 TVA Area No/GIS Confirmed 45 FEMA Bu out No/GIS Confirmed 46 FEMA Flood Study No 47 USTs Haz Mats No/GIS Confirmed 48 Relocatees No/GIS Confirmed 49 Location LAT 36.37194 50 LON G 77.85083 51 Project Comments • Completed by: LJ ��.'�� 11/07/2016 Division Environmenta�er Date ��G��,�,�•�}�. North Carolina Department of Transportation �1( li 1I]Akctf�f�. � _, . , Highway Stormwater Program �•" STORMWATER MANAGEMENT PLAN (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 17BP.4.R.67 TIP No.: SF-410198 Count (ies): Halifax Page 1 of 2 General Project Information WBS Element: 17BP.4.R.67 TIP Number: SF-410198 Pro'ect T pe: Brid e Replacement Date: 6/23/2016 NCDOT Contact: P. And Jordan, PE Contractor / Desi ner: CALYX En ineers and Consultants / David P. Bocker, PE Address: 1020 Birch Ridge Drive Address: 7500 East Independence Blvd. Raleigh, NC 27610-150 Suite 100 Charlotte, NC 28227 Phone: 919-707-6729 Phone: 704-566-4342 Emaii: pa'ordan ncdot. ov Email: dbocker CALYXen ineers.com Cit /Town: Count ies : Halifax River Basin s: Tar-Pamlico CAMA County? No Wetlands within Project Limit5? No Pro'ect Description Pro'ect Len th lin. miles or feet : 750 LF Surroundin Land Use: Rural Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.4 ac. 0.4 ac. Typical Cross Section Description: Bridge Replacement - 30' Bridge Width (Out to Out) Existing Roadway - 2@ 10' Lanes Roadway Approaches - 2@ 10' Lanes Annuai Avg Daily Traffic (vehlhrlday): Desi n/Future: Year: Existin : 50 Year: 2000 General Project Narrative: The project consists of the bridge replacement of Bridge #410198 over Bear Swamp in Halifax County. The proposed stormwater runoff from the proposed bridge has been (Description of Minimization of Water conveyed to a storm drainage system that outlets outside of the buffers and then provides treatment of the stormwater via a small grass swale. It should also be noted that there Quality Impacts) are no deck drains and thus no direct discharge into the creek. Waterbod Information Surface Water Bod 1: Bear Swamp NCDWR Stream Index No.: 19-16-1 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Impairments: None A uatic T8E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? 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) 9 li¢;h�� F1V North Carolina Department of Transportation SIiJYIil'�Vd#�C Highway Stormwater Program ' �?:�: STORMWATER MANAGEMENT PLAN -� (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 17BP.4.R.67 TIP No.: SF-410198 County(ies): Halifax Page 2 of 2 Swales Station & Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Water Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? 4 -L- (1)Bear 1.5 4.0 3.0 0.1 10 15 0.50% 0.3 0.8 0.4 0.9 No No 14+35 to 14+50 RT Swamp Additional Comments • � See Sheet �-A For I ndex of Sheets VICINITY MAP (NOT TO SCALE) DETOUR ROUTE (APPROXIMATE LENGTH = 4 MILES) TO SR 1300 � � RFf,IN CTATF PRn IFC'T 17RP d R�7 —L— 5 I A. I U�- US.UU �� II�� I�'►' I� I(�)� \' �,�)� I�� I=I I;1� I=I `�`'►• .\ �'- � i i LOCA TI011 t: REPLA CEMEI�T OF BRIDGE 198 O T�ER BEAR S WAMP 41� SR 1306 (WARREI� P01�D RD.) TYPE OF WORI�: GRADI11tG, DRAII�AGE, PA VI11tG A1�D STR UCTURE -L- SR 1306 (W -L- STA. 13 + 97.36 �� P ..-� � ..-� ..�. _-- TIP PR[� IFC'T 17RP d R f,7 0 �►7 I�A I�Z:1�1�1�J Prepared for: Prepared by: HyDRAULICS E11tGI1�lEER GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH HIGHWAY � CALYXPM ADT 2000 — 50 DIVISI01� T � ENGINEERS+CONSULTANTS 5� 25 � 5� � �� 9 Ward BZ4JCl. 6750 TRYON ROAD �j Q� � Wilson, NC 27895 CARY, NC 27518 00� �` � FUNC CLASS = LENGTH ROADWAY STATE PROJECT 17BP.4.R.67 = 0.130 MILES phone:919.851.1912 �� q�oQ 2012 STANDARD SPECIFICATIONS CALYXengineers.com �? PLANS LOCAL LENGTH STRUCTURES STATE PROJECT 176P.4.R.67 = 0.017 MILES NCLicense#F-1333 � � P.E. SIGNATURE: � � 50 25 0 50 100 SUB—REGIONAL TIER TOTAL LENGTH STATE PROJECT 17BP.4.R.67 = 0.147 MILES RIGHT OF WAY DATE: L. KEVIN AUSTIN PE a � SEPTEMBER, 2016 PROJECT MANAGER � ROADWAY DESIG11t �,� � PROFILE (HORIZONTAL) STEPHEN C. BROWDE, PE E11tGI1�EER �� ooQ� � O J� O � O Z O LETTIIIIG DATE: ROADWAY PROJECT DESIGN ENGINEER �� `� � p��Q JAN UARY 24, 2 017 PROFILE (VERTICAL) NCDOT CONTACT P.E. SIGNATURE: �� N.�ME� .�NI� .�sI)�RESSES R�FERENCE N�. N.�MES 2 ROBERT E CRAWLEY,JR EARLEAN FOREMAN .�DI)RESSES 1116 WARREN POND ROAD LITTLETON, NC 27850 1117 WARREN POND ROAD LITTLETON, NC 27850 PERMIT DRAWINGS SHEET 2 OF 6 l0/4/20/6 I I I ; � PROJECT REFERENCE NO. SHEET NO. � � � � � '. A LYX l7BPo4aRe67 4 � � BEGIN BRIDGE W� END BRIDGE �ERMIT DRAW lIU�S � ENGINEERS+CONSULTANTS i °� -L- STA.12+94.93 aU -L- STA.13+85.15 u % C ROADWAY �IGN EET NO. HYDRAULICS BEGIN APPROACH SLAB = END APPROACH SLAB 6750 TRYON ROAD � _ N z __ �� 7 � // / O� CARY, NC 27518 ENGINEER ENGINEER � -L STA.l2f82.93 L STA. 3 9.36 8. hone:919.851.1912 � S T R E A M A N D W E T L A N D I M P A C T S s:► � � 3 / 0/ 4/ 2 0/ 6 CALYXengineers.com , NC License # F-1333 N 40° 06' S2.1" E � N � � DENOTES IMPACTS IN b PERMANENT EXISTING EXISTING � SURFACE WATER -L S'I ' � SURFACE CHANNEL CHANNEL WATER IMPACTS IMPACTS TANGENTIAL BRIDGE � DENOTES MECHANIZED BRIDGE / ROADWAY RELATIONSHIP ; IMPACTS PERMANENT PERMANENT �* �* � � CLEARING � . . • • � SITE 1 <0.01 AC 38 LF 0.01 AC � ' TOTAL <0.01 AC 38 LF 0.01 AC O�� ; SEE SHEET S—1 T HRU S—l7 � FOR STRUClURE PLANS g� DOCUMENT NOT CONSIDERED FINAL � ; P� UNLESS ALL SIGNATURES COMPLETED � � I I I ; � ;�,�```�� ` � PROJECT REFERENCE NO. SHEET NO. , � , � , . I. CA LYXu ; ,� - - - - - �� ,�r l7BPo4aRe67 4 ; � _�Z � � bzZ � � �ERMIT DRAWIIU�S , � 9ZZ BEGIN BRIDGE W� END BRIDGE �� ENGINEERS+CONSULTANTS � � - / RrW SHEET NO. � � ZZ ,� �Z � -L - STA. /2+94.93 a � -L - ST A. l3 +85.15 � � -�� 2 � �U SH�� l � O� 6 ROADWAY DESIGN HYDRAULICS 6750 TRYON ROAD I -� � Bez BE�IN APPROACH SLAB = z END APPROACH SLAB CARY, NC 27518 ENGINEER ENGINEER ; . _�� >� -_-_ � -L- STA.12+82.93 �, "' _ -L- STA.13+97.36 8:1 � phone:9�9.as�.�9�z � � STREAM AND WETLAND IMPACTS �2 � 8:► ' �3 /0/4/20/6 CALYXengineers.com � , �`_ NC License # F-1333 � � N 40° d6' S2.1" E � N � ; -�_ 922 � �� PERMANENT EXISTING EXISTING DENOTES IMPACTS IN -�- b S;I � �'° / ti/ �titi� �,ti/� / ; � SURFACE CHANNEL CHANNEL � SURFACE WATER / � � ��\ � , ' � - wa,TER innPacTs innPacTs V �� TANGE �Ml�i�1L BRIDGE ! � � ' ' DENOTES MECHANIZED � � � � ' i IMPACTS PERMANENT PERMANENT �`. ",� ",� "� ; ��1 ' • • • • c �EARi N � _ \ BRIDGE / ROADW AY RELAT IONSHIP __ _ e % � SITE 1 <0.01 AC 38 LF 0.01 AC , �-�-�-r ' , ' �'� �� ., a � � � _ � ` � , J � �z _� N � TOTAL <0.01 AC 38 LF 0.01 AC N ��z, N O ' ��"� � �� SEE SHEET S -1 T I�RU S -l7 , .� � � _� �� " � � � z� �`'�' � FOR STRUCTUI�E� P��IIIS ;� g� �ti DOCUMENT NOT CONSIDERED FINAL � ; r � ' ��y � , UNLESS ALL SIGNATURES COMPLETED 0q � y a I �V w N `. �. / � � . � \ / L \ - N z::� � .. .,�v: � � � \\ 1 \ '�� -'\ 1 e 2% -' \ I I . � v �N 22 } :.-\ _. , . / �n \2'B � 23`1� � \ I 1 / � i \ @fZ ,p `- ��_.. V °'N ��'a 0 gC2 r�'y� � '6� i `� NN y e 10Z I !y 2 �\ N �� i i 9 v 9 � N 0 1. N 2q0 I N m� �' 29'I Z�S'� N� . � 2 rym aa zsa � - � N ? N � i �ft 1' ti ti 0 'L0^ 205 � n - ^: ti 04 N� N ��2 N N J � 234 P � /� ? m NN �1 �� `'�j 1 i . 233 2�'� /J . .' 1 N w � s . N ti `° Z02 ^' m N �� I ti�h N m � +�� 3A N ry I Z ZC N �� ' � 23 Z `"N �i 204 . �� (''� ,,,�0 6 Z m ZZ4 N � LYa ' N ry ti O � ry . 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I } po �� f � � � ' - r \ / � � ?F T F � a �� 02 � i � ��'` ?, ry � „� R e_.R 4u � � _ ( 0�' j _..._ . � � �' N . ' Il QN /� �� .-' . � / 3q � T 0 N W x� r ,.z N z� � � � ��flERT E RAWL Y, J z„� � , �� -L- +51.23 �' n a � i NN '° �,� � � � , � � ^ ,• 35.00" LT _L- +75.00 � D 3' / - 2j� � � � " � � � �B 2128 PG 2 7 �� RE N� ��6� � � �v � �-� 30.71 LT p- �'�� w N ' �' �� ; " ! OCK 1yy1I{Ka,�iI- m (EX. RIW) o_ 2�' �'� ''� N�, // � / / / ti 9 i� ry . � / ,% /�� \ , ^' W 0 D S � '�y,°> 'f' �. N �� ,+ i i 23j - - I' � �5" RCP-I / j ' L +72 4 �` ,� ' I '� � C ' � / ' � �HORD _�� o ��i � `'N � ' � � \ \ OE PROTECTIO qO. O L `� R C _ �__ o �� ,titi , , , � 30. 0 L � � _ --- - o ��' � SEE DETAIL A � - � V � 0404 /,5' 18" RCP-IV (E . R/W) **�� . 040 GRAU-350 g:l � �� 1 EN� CONSTRUCT�OI� L? ti � i �9 1 ; > ZZ° C __ C OR. , F o4E7� � �/ ��a2%7.0'---------- F e� * �' 1f , - F �x . _< � � - ' -L - ST Ae l7 +80,00 / ti �N ��. j e�z �,titi � N� /0 � /0' �� U- PE III �r_ ,;';,. � � �� PE III �� C � _ � � �z ``'' z`� ``' �. , \ -� 8.� , N v m Z g Z ; � � • �n U',, � o � � 0 � ,, � ,- �,ti j �� TO . � � � �' TL- `ti �, , 2G1 T G �� ti <� � �� '� �, N N i� WOODS z N �I � � � �' - B L 0 W 40° 06' S2.1° � �` � '' � � ' � � 4/' 43' 23.9" E � � �� 8:� a 5�� ac�iv, - � ' - N � � � TYPE III �1`�K "` � � � _ -�T Y III GRAU-35 C _ ' ~ srr �� C~------__ /0' REMOVE GRAU-350 , ___ - _ L +65 0 z ��N " rti � _ -F - � w - - . 0 2 ti titi �ti � o ! � ---------------- ------- F �•Z'�� titi � �� _- ---- / A'_��?% F � 30.51 RT � � 3 Z,,, -�- +22.89 E R + 0403 (EX. R�W) OBERT E AWLEY, S ET ALL �' DB PG 170 e �'v `� I , -L- +50.00 35.00 RT ; PDE _L- �7.13 20'� " � � zz° 30.00 RT o � CLASS B RIP RAP � 27 CLASS B RIP ,RAP -� 35. 0 RT� '�,� EST 1 TON � � � BE�IN CONSTRUCTION 35.00 RT EST 2 /fiON � 1, EST 5 SY GEOTEXTILE �m" ' � ti -L - ST Ae �O f�J�o�� ES� 7 S,Y GEO,T�EXTI LE L- + 65.00 -L- + 95.00 � •� �Q ,, .,♦ -� - + 72 q -L- + 50.00 , �' = 9�ti titi ``�" ,<z � � ' 30.02 RT i y��' 0.0 RT 52.00 RT ti � �s � � I = 30.20 RT �, ' � 2 35.00 RT 45.00 RT % Q� � SPECIAL CUT GRASSED - � � � � � 45.00 RT _ _ + ! ��' �� 30 51 R �� SWALE - SEE DET / m � g �' " r2 � � i' E C EY. SR T � ��' L 55.00 / � :,; (EX. R/W) piT � - � �' DB 2149 PG I70 Q�' 3�0..00 RT �' '� �-�" GN � \ 40.00 RT " ` �bz-i N N � � �: : m�� (EX. �1�%�W} , �:-= ; _ � N N j/ ; o �223 �9 P �,• i///�ti� 35.00 RT / 1�T- i n � / /� � � I I I , N N ` �' - � z 2z o 4 0.00 R T ; END BRIOGE m � m �' � � � EGIN BRIDGE APPROACH SLAB � '%� ' � -L- STA.13+85.15 �' � ' ' � ti Pl Sto ll +65.02 �- L- ST A.12+82.93 ' Pl Sto l5 +29.79 Pl Sta l7 +49.49 �`'� � ti ' � � _ /� .36� .3/.5�� LT � � BE�IN BRIDGE � � % END BRIDGE APPROACH SLAB m o . ' „ ° , „ � � � � ; � o � �� -L- STA.l2-�-94.93 � ,� -L- STA.l3f97.3s ) p = 27 39 3/.�7 (LT) = 4 20� 1�.4 �� N� N � � D= l 54 35.5 � D= 8` 57 08.9 60Z- D= 5 55 02.9 ILTI 9 �y I N ; � � � a L = 84.24' m � � ` � L . _ � 308.95' -� ��L = 136.47'' � \ N M e� ♦ � m s ; � zz 6,2 N N T= 42.12' /� T= 157.55' T= 68.29' i ��3 N � _-. \ 2 ' � � ' R = 3,000.00' �� NB � R = 640.00' R = 1,32/.33' ��9 ��9 ; ry ` ^ / � N \ \ / I � � ti SE = RC �' �mti� SE = 0.06 -z,z E,z-� SE = EXIST. ; " � � �, � � "�s � � , � � DS = 35 MPH �Zm' Z°Z OS = 45 MPH DS = EXIST. ; DETAIL B ,� , , . DETAIL A �' � � �. / �, �ti ,�___ , / S`� � � TOE PROTECTION � STANDARD BASE GRASSED SWALE � � / ( ( Not to Scale) �� ( Not to $Cqle� -'" / " C � a� ti �� ,�,�e ,' Natural Natural Z � ' I � . / \o � ; o � ,�, RIGHT OF WAY AREA DATA �81z Natural �.� o`\S�ape Groun oR F�� D �� Groun � L � Ground b F �%'FR �� ; > ti� TOTAL AREA AREA AREA PERM. TEMP. I��I d I �g� I Min. D=1.0 Ft. _ � m PARCEL PROPERTY OWNERS NAMES CONST. � , � �'" 6=1.5 Ft. ; w �, N N0. AREA TAKEN REMAINING REMAINING EASE. DRAIN. DRAIN. d=i Ft. #NOTES: � � RT. LT. EASE. EASE. b=3 Ft. Geotextile � 1) LONGITUDINAL SLOPES BETWEEN 0.3% AND 4.0%. � � �,�� 2) MODIFICATIONS MAY BE NEEDED, AS APPROVED BY � � ry m� Type of Liner= CL B Rip-Rap / ENGINEER. � � 0 � 1 ROBERT E CRAWLEY, JR 2,023 SF 965 SF Z2 �zZ tititi� FROM -L- STA. 14+35 TO STA. 14+50 RT � � FROM -L- STA. 11 + 50 TO STA. 12 + 92 LT ; w m� � � 45 TONS CL. B RIPRAP W/22 SY GF �� i � i � � � 2 ROBERT E CRAWLEY, SR ET ALL 1,764 SF 873 SF 1,075 SF �� °�z�� ' ti� ; � � E�� <�� ; zz y� ; � m ,� tim : mm+v t i� ry . . / '- _ _� . , . -��'� 4 /// /// I/ / / I � � .�:� e N /2` / e \ � \ . � ! . . , . . ' N � ��. '1� I � ? \� v � // / '� .. ,� ,/ . / .� / . �� / / �� . / / . / / I � I ( ! � / / \z�/ I 4ti i� � . , ,' ! : � F. . . . � � V � . � � . . . . . � '� NOTE: fOR -L- PROFILE SEE SHEET 5 � �� I I I ; � PROJECT REFERENCE NO. SHEET NO. � � � � � '. A LYX l7BPo4aRe67 4 � � BEGIN BRIDGE W� END BRIDGE �ERMIT DRAW lIU�S � ENGINEERS+CONSULTANTS i °� -L- STA.12+94.93 aU -L- STA.13+85.15 u % C ROADWAY �IGN EET NO. HYDRAULICS BEGIN APPROACH SLAB = END APPROACH SLAB 6750 TRYON ROAD � _ N z __ �� 7 � // / O� CARY, NC 27518 ENGINEER ENGINEER � -L STA.l2f82.93 L STA. 3 9.36 8. hone:919.851.1912 � �~ l 0/ 4/ 2 0/ 6 CALYXengineers.com ; B U F F E R I M P A C T S �� , 3 NC License # F-1333 N 40° 06' S2.1" E � N � ; x kk�� ALLOWABLE IMPACTS ZONE 1 -L b 8;� � BUFFER BUFFER b ' � ZONE #1 ZONE #2 TANGENTIAL BRIDGE ! � IMPACTS IMPACTS \�� ALLOWABLE IMPACTS ZONE 2 BRIDGE / ROADWAY RELATIONSHIP �.... � SITE 1 2437 SF 790 SF � ' TOTAL 2437 SF 790 SF �� ; SEE SHEET S—1 T HRU S—l7 � FOR STRUClURE PLANS g� DOCUMENT NOT CONSIDERED FINAL � ; P� UNLESS ALL SIGNATURES COMPLETED � � I I I ; � ;�,�"'� \ � PROJECT REFERENCE NO. SHEET NO. �' , � � � CA LYX� : ' '. l7BPo4aRe67 4 � _ _ _ � ,�r2 �ERMIT DRAWIIU�S ; _ ��Z �- / bzZ cn , � 9ZZ BEGIN BRIDGE W� END BRIDGE � ■ ENGINEERS+CONSULTANTS � � - / RrW SHEET NO. � � ZZ �Z -L - STA. /2+94.93 a � -L - ST A.13+85.15 � � � � � � O � � � � -�� 'Ez ��2 j U 6750 TRYON ROAD ROADWAY DESIGN HYDRAULICS � _� -" �� ,r BEGIN APPROACH SLAB N z END APPROACH SLAB ENGINEER ENGINEER � � � _ _ - phone: 919.851.1912 _� L- STA.12+82.93 �, _ -L- STA.13+97.36 g:l j cARY Ncz�S�s � B U F F E R I M P A C T S rer� �2 $:� I � 3 / 0/ 4/ 2 0/ 6 CALYXengineers.com ; � � , ��_ NC License # F-1333 ; � 9 N 40° 06' S2.1" E � N � ; x �`�`�`�`�` ALLOWABLE IMPACTS ZONE 1 � � -L � � �� ' � �' _ i �� kki��i� t2z b 8�� ' y� // ti� �titi� �� ' ' �/� � BUFFER BUFFER � , v � � � zoNE #i ZONE #2 TANGENTIAL BRIDGE ! �' ' � IMPACTS IMPACTS �� `"� � , ; �' � � � � � � � ALLOWABLE �nnPacrs zoNE 2 _ BRIDGE / ROADWAY RELATIONSHIP __ e ; �� .... � SITE 1 2437 SF 790 SF ' � ' , � � � __ �i--� , �z � �� , � a �� ,� , �, �'� �" � � TOTAL 2437 SF 790 SF � ' ��z, SEE SHEET S-1 T HRU S-l7 �_� � N �,O � � �� `'�' � FOR STRUC%URE PLANS -� � g �,ti DOCUMENT NOT CONSIDERED FINAL ; � � �!�y � �� , � UNLESS ALL SIGNATURES COMPLETED N I- �.... � 0 N _ . � \ � � � � � � ��N �� !, a � ,. I � � � Z: , .v N � W � � �r�, �� 226 / \?�9 � ✓ � � 22g 223� \ , � � �_- � � d� ,�� . IY' � \ � , N � �� n � � \ � � � . / 2 � � i �� . V t � � a i9 \. �% , c , \ , \ � `� � , � � �,�� O " ' ``� �"� , � `9ERT E RAWL Y, J �B 2128 PG 2 7 �� W ODS � `� ZCZ �� , \// //�/ � � �_ �� //�// NN � \\� ` \ \ 1 _`h // N 10Z \ K AN I T0N WC �-213 / RE N 'z6� m , oC� , "�`�' ry � ti ti 205 N 1 � � \ / 0� N N \ N�J \ B� \ m N � � I Z02 N . . N�, N N rv �' � 204 ��e w � e � � . � ....� N N 20i �. �/ s � �\ \ Q N J`l(� \ 229 m. `�e �+ `�y � B � e� \ / � ' `� �\� 226 2e2 I / \ � ?23j\ .. � • ' �� " .�� Q \. 22 V ' E� "is 2/q I ?22 22 � v �� j . � ` �� , .m tim � z zzi_� e i ti .. 7 0ti U`im \�c�9 SITE 1 \\ � 21 Sm2'� � � � \ � 206 plb / � \ ��.. " �� \ 2j i i s . ,� -�- +80.00 / \�� . 30.00 LT �,-�, g M #: -BL- TA I.S-�56� `� ry f 0/ 31a4 ' LEF1 ' ' � EVe=210o54' " � � �� ;, � c,p�� i i R n� � ti ' � � 210� � , �- � q � -L- + 81.19 � � ,P�Q � - � 35.00 LT .% \ � � �,� R / } 2�� /� �� ' ° � �FRT F � a I �`; �o � ��'f �, > ti _ _.� � _ _ o �,� 0 I' ,% r tl,Z -L- +51.23 �� ,• 35.00 LT _L- +75.00 �� ` / j� 30.71 LT 2 p- �'' w N '�� } � ,� (EX. R/W) o_ ��' � . � � � �, /� i � i� � �+ i `" / I; . �: 1 " RCP-I . � / " / ' � C / � ti �� N� 238 � (��ti \ � � � ,�,\ -L- 7 .24 � � � � � D CHORD �� / o /�� ' � - �/ N � ^ I � % ; �� 4 0 0` L T � ti � , ' , ^✓ `, ' OE PROTECTIO ' � , n _ __C ---- o � /�� 2 ti N � � �, , � �9 ti 0404 /,5' 18" RCP-IV E R/W) w I Z24 C SEE DETAIL A 3. LT � �� <Xx GRAU-350 g:l � ��/ 1 END CONSTRUCT�ON L? ( V J OR. � � � , � i � _o� - - - -- - io� ' F F � � � � „ , � , , � - -L - ST Ae l7 +80,00 ti � �. � � 17.0' - - - _ C F - _ �L �� n � f � 1 � � �^N\ ; fzz �,titi N /O' U- PE I I I �e! �; i PE I I I �� _ Z .� Z�,Z �� _ . ; � , �F Q�I r'I '' -` �l. - � 0 m / . g2 Z � g�,z V f i.a � Ul _ ... . . � p i�� ... � � / i ,.. �6 � � ti� o v �, �, _ ,, , 2G1 T G i I � � ; TO . �L- �i�, � i �� '� �, N N , �_i'` � /� WOODS z N � �' - B L 0 � ' 23.9" E 40 06' S2.1° ��`�� ' � ' � � 4/' 43 � � �' � � 8:� a5�� ac�-iv,- � ' � � ' � ' � � �� ,. , � ' ~ srr "�� C~------__ /0' � GRAU-350-------TYPE II ``� �A `� ' �K �C ��„ .; Y III - �--- � O GRAU 35 C � °' ' - _ _ _ -L- + 65.00 2 ti N 1 ^ `�.. � ti REMOVE '� - --- F � ti ," � o � N �:; �-------------- -- � �� ,�x �C � �C' �C� ; � 30.51 RT �tlZ ` \ ; - � c� /ry" - E F � X ��?��J � x<��c � O 3 ZZ / -�- +22.89 E� x � R + 0403 (EX. R�W) OBERT E AWLEY, S ET ALL e �ti �ti � � ; , - L- + 5 0. 0 0 3 5. 0 0 R T ; P D E 20.0' � DB PG 170 , , -L- �7.13 o D CLASS B RIP RAP � zz 30.00 RT CLASS B RIP ,RAP -� 35. 0 RT� '�,� EST 1 TON � 27 � � m BE�IN CONSTRUCTION 35.00 RT EST 2 /fiON � 1, EST 5 SY GEOTEXTILE �m" � , ES� 7 S,Y GEO,T�EXTILE -L- +95.00 � .•" Q , .; -L- +72 4 -L- +50.00 / = ti titi ``�" ,<z � � � ti -L - ST �e �0 f�J�o�� ti�' L- + 65.00 30.02 RT i �� ., � 0.0 RT 52.00 RT "� � ti �'� ti `'�s"' ' � 2 3 5�.00 RT 45.00 RT /� Q��„l SPECIAL CUT GRASSED/ / - 35.00 RT " m � � 45.00 RT ��F, �% L- +30.00 SWALE - SEE DET i ''i%^�� / •Z i r� .i� i ; � 6 �,� -L- +55.00 � � ., 30.51 RT i � i' E C EY. SR T r�, a� 30.00 RT �� (EX. R/W) piT m / � DB 2149 PG I70 .�?• : m ; ; . ,,;' (EX. R%W) j� %�� 40.00 . R�::=� ' cN � " ` � v lbzJ 3 19 P \ _. ; � �22 ��' i �/��"0 35.00 RT / �%` • ��- I' � , - : N w u� � = ZZ o , 4 0.00 R T i END BRIOGE m � m �' � � � EGIN BRIDGE APPROACH SLAB ' ��'' f � , �. _L- STA.13+85.15 �' , ' � ti Pl Sto ll +65.02 �- L- S T A. 1 2+ 8 2. 9 3 Pl Sto l5 +29.79 Pl Sto l7 +49.49 �`'� � ti ' � � _ /� .36� .3/.5�� LT � � BE�IN BRIDGE � � % END BRIDGE APPROACH SLAB m o . ' „ ° , „ � � � � ; � o � �� -L- STA.l2-�-94.93 � ,� -L- STA.l3f97.3s ) p = 27 39 3/.�7 (LT) = 4 20� 1�.4 �� N� N � � D= l 54 35.5 � D= 8` 57 08.9 60Z- D= 5 55 02.9 ILTI 9 �y N ' L.= 308.95' -� � L= 136.47'' 6 � � 9 a L = 84.24' � I \ N M 0 ' e� ♦ � r ; � zz 6,2 N N T= 42.12' /� ; T= 157.55' T= 68.29' i ��3 � \ ^ - ' � � ' R = 3,000.00' �� - - NB � R = 640.00' R = 1,32/.33' ��9 ��9 ; ry ` / � N \ \ / I , � ry SE = RC �' �mti� SE = 0.06 -z,z E�=-� SE = EXIST. / " � � � "s� � ` , . ti ' � DS = 35 MPH �Zm' Z°Z OS = 45 MPH DS = EXIST. � DETAIL B � � 1` I � , �• . / `,.. . , ��4 /�_.__. :� , . . . � S!r . . � ... .. / , DETAIL A i � 06 TOE PROTECTION STANDARD BASE GRASSED SWALE � Z � � ( ( Not to Scale) ( Not to $Cqle� -"" / " � a� ti e� Natural Natural ; o � RIGHT OF WAY AREA DATA a\F��`e Groun o 3 D �� Groun � � � m ,t�,'> ��eiz Grou d b �•1�`�S�oQ R Fi i� �'• '�( I� � � � titi "I FR O� Min. D=1.0 Ft. _ � m PARCEL TOTAL AREA AREA AREA CONST. PERM. TEMP. , ��d � ; w / �, N PROPERTY OWNERS NAMES AREA TAKEN REMAINING REMAINING DRAIN. DRAIN. ' d=iFt. � 6=1.5 Ft. ; / b=3 Ft. Geotextile NOTES: o 0 i NO. RT. LT. EASE. EASE. EASE. 1) LONGITUDINAL SLOPES BETWEEN 0.3/o AND 4.0%. � � � 2) MODIFICATIONS MAY BE NEEDED, AS APPROVED BY � � ry �m� � Type of Liner= CL B Rip-Rap ENGINEER. � � 0 1 ROBERT E CRAWLEY, JR 2,023 SF 965 SF Z2 �zZ tititi ; FROM -L- STA. 14+35 TO STA. 14+50 RT � � FROM -L- STA. 11 + 50 TO STA. 12 + 92 LT � ; � m� � � �ti/ 45 TON$ CL. B RIPRAP W/22 SY GF �� I , � � � � 2 ROBERT E CRAWLEY, SR ET ALL 1,764 SF 873 SF 1,075 SF ��z� -' ti� i � EtZ � � 2e�.�. i � � � i �-+ �; 22 y� ; � m ,� tim : mm+v t i� ry / -��'� 4 //\ �/ /I /( / I O � �� e ti ./Z` � � , � �� ../� / V / �" .. . � :/ // / �� // � J� / / / / � I ( ! � / �� ,\ZZ/� . . . . � . . � ti . , � . i ^ . . / / �\ .... ; . / . .. : / . � . � . / .. ! m. ; �� '`� NOTE: fOR -L- PROFILE SEE SHEET 5 � WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands Wetlands Wetlands inWetlands Wetlands impacts impacts Permanent Temp. Design ac ac ac ac ac ac ac ft ft ft SITE #1 -L- 12+g5/13+g5 1@ 40', 1@ 50'-21" CORED SLAB 0.01 <0.01 38 BRIDGE TOTALS*: 0.00 0.00 0.01 <0.01 38 *Rounded totals are sum of actual impacts NOTES: �! BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL SITE NO. TYPE (FROM/TO) CROSSWG BRIDGE IMPACT (ft2) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ft2) (ftZ) SITE 1 1@ 40', 1@50' 21" L 12+g5 to 13+85 X 2437 790 3227 CORED SLAB BRIDGE TOTAL: 2as� 790 3227