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Home My WebLink About20171386 Ver 1_Impact Information_20171031� � •, � V � � O V See Sheet 9A For Index of Sheets NOTES: � �� LE1�lOIR CO U1�TY LOCATI011I: REPLACE BRIDGE 1110.143 OVER JOSHUA CREEK 01V SR 1922 (VI1VE SWAMP ROAD) TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. S'lwTC PROJ.NO. 17 B P.2. R.80 17 B P.2. R.80 DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepo�e0 in tl� Office of: HYDRAULICS ENGINEER �INTB HNTB NORTH CAROLINA, P.C. ADT 2012 = 480 aaa e. s�x Forks Roatl, Suite zoo Raleigh, North Carolina 27609 50 25 0 50 100 Nc �icense No: C-1554 ��qp ADT 2032 = 960 �� °� �' Q� K = � O % 2012 STANDARD SPECIFICAT/ONS a�? �� PLANS LENGTH OF ROADWAY PROJECT 176P.2.R.80 = 0.073 MILES � o D= 60 % DOUGLAS M. WHEATLEY, PE �E o D 50 25 0 50 l00 — o * LENGTH OF STRUCTURE PROJECT VBP.2.R.80 = 0.012 MILES reo�Ecr ExcrxEen s,cNaruns: q T— 6 /o RIGHT OF WAY DATE: � o V= 60 MPH OCTOBER 11, 2017 ROADWAY DESIGN PROFILE HORIZONTAL MONICA J. DUVAL ENGINEER D�� Q � ) * TTST =2% DUAL 4% TOTAL LENGTH OF PROJECT 17BP.2.R.80 = 0.085 MILES reo�Ecr Desrcx sxcrnEen �p Qo�' 10 5 0 10 20 FUNC CLASS = LETTING DATE: �� ppQ�g MINOR COLLECTOR APRIL 18, 2018 HEATHER C. LANE PE PROFILE (VERTICAL) SUBREGIONAL TIER xcnor coxrAcr PE S7GNAT[IRE: W� HAND CLEARING IN WETLANDS = <0.01 Ac /0.00 SF FILL IN WETLANDS = 0.00 Ac /0.00 SF BEGIN PROJECT 17BP.2.R80 -L- Poc sT,i ao+so.00 o �� , -- � � _ - _ _�_ 0 p�R GOPPE� �- - Ad�_ - __ ,�,• � - � �. � � � . _ --` - _ ., , F 0 � - RE�P�N BEGIN / END SAFE7Y FENCE -L- + / � ^ . l 2 1 W2 HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF FILL IN WETLANDS = 0.00 Ac /0 SF � MATERIAL TO BE REMOVED WETLAN D & STREAM IMPACTS RETAIN DETAIL 1 SPECIAL LATERAL 'V' DITCH � Nol lo S�ole) �, � Ground 3.� 3� slo e D P Min. D= 1.0 Ff. FROM -L- STA 20+50 TO STA 22+75 LT. N 24 �D , 117.4i ELEV. - 72.94 � � m � \ N 33'09'33.0°� 1 . _:...1 , .� � L� C l � � � m m �..�!�-�c�. _ � FIBER WATTLE BM7 �� ,�..�� G�IN T B Nc1eigense�NohOCa1554naS2760g200 1 W3 HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF FILL IN WETLANDS = 0.00 Ac /0.00 SF ,\ 0� ti N O �$ P �P s�" ; H PDE _ P � DE�� S �� f`� ---� � - F � 1 -.:--- - Z�� E � �V � . �I-::�� H i � i� '� f . � �� r • � �m � � , �r;- � � � -.�. . , . . - - 03 Wo �. `7URBlD?Y CURTAIN DETAIL 3 DETAIL 2 RIP RAP AT EMBANKMENT SPECIAL LATERAL 3' BASE DITCH INa+�o s<aie� �Naf�a scolel lo'min. Di�cF 10'mi� 1.5' Na�ural � Fill Grade � Gro�nd 3� p 3�' Slope J Min. D- 2.0 Ff. GEOTEXTILE � B- 3.0 F�. 7ype of Liner 10 TONS, Cl 'I' R'ip-Rop Geo�eriile 25 s FROM -L- STA. 23+10 TO STA. 25+00 LT. FROM -L- STA 22+79 TO STA.22+96 LT. BEGIN GRADE � �� -L- STA 20+50.00 ELEV. = 78.15 PI = 21+40.00 �� EL = 76.80' VC = 150' K = 208 V = 75 MPH WS EL.= 67.2' SURVEY 06-01-17 � ._...( )�s000i � BEGIN SPECIAL �-� 2��16� LAT. 'V' DITCH (LT) p� _ PI =20+50.00 - E I = 75 J2 END SPECIAL LAT. 'V' DITCH (LT) � PI =22+98.00 EI = 69.50 � � 0 � a ✓ E m 0 0 �i ELEV. = 74.00 _ (-)o.�nai + END PROJECT 17BP.2.1 -L- POC STA 25 + 00.00 .. - �,� �� - - _ _ , 1 ` , ,.� � � � �,' O �CEGIN / END SAFETY FENCE -L-'STA�S+�� DETAIL 4 SPECIAL L4TERAL'V' DITCH �No��o Smlef � F,�� cro��d J:/ p 3'` slova Min. D= 1.5 Ft. FROM -L- STA. 22+75 TO STA. 22+98 LT. ----I---- I --- I (+) 0.3000% \ END SPECIAL LAT. 3' BASE DITCH (LT) BEGIN SPECIAL PI =25+00.00 LAT. 3' BASE DITCH (LT) EI=68.43 PI =23+10.00 EI = 67.86 RETqiN PROJECT REFERENCE NO. SHEET NO. 176P.2.R.80 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dN��'A][�1L1E lE 11�1L.S\IV� DO NOT USE FOR f W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 7 W4 HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF FILL IN WETLANDS = 0.00 Ac /0.00 SF SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT NOT TO SCALE BRID�E HYDRAULIC DATA DESIGN DISCHARGE = 700 DESIGN FREOUENCY = 25 DESIGN HW ELEVATION = 73.3 BASE DISCHARGE _ l30/ BASE FREQUENCY = l00 BASE HW ELEVATION = 74.3 OVERTOPPING DISCHARGE = 805 OVERTOPPING FREOUENCY= 50 f-J OVERTOPPING ELEVATION = 73.5 DATE OF SURVEY WS. ELEVATION AT DATE OF SURVEY �II:�IrptJ = 672 CFS YRS FT CFS YRS FT CFS YRS FT FT � 6 � ro BEGIN PR W� HAND CLEARING IN WETLANDS = <0.01 Ac /0.00 SF FILL IN WETLANDS = 0.00 Ac /0.00 SF O ° N 17BP.2.R80 0 . +50.00 �� C /E BL-7 �. �-�-� '� �� . _ - _ _,�`:.. .. m ' � . ._ J..r �, ......, >�,.:� . . �ti �_ RE1P�N BEGIN / END -L- + �. W2 HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF FILL IN WETLANDS = 0.00 Ac /0 SF � MATERIAL TO BE REMOVED W ET LA N D & ST R EAM IM PACTS HNTB NORTH CAROLINA, P.C. 343 E. Six Forks ROad, Suite 200 � ---� � � - ,�� ; �� _ ":��COIR FIBER WATTCE 3 � � � � � m �� N \ � N 33'09'33.0'� �� _" lt� RETAIN " ,,I U-� `' F . - - � C-� . '� � i ., .� rv m __ m I y � ' _ ' _ � -'��_ _ � ,��_" aa��'�-- '� � ��i DETAIL 1 SPECIAL L4TERAL'V' DITCH � Nol lo S�ole) �, � Ground 3.� 3� slo e D P Min. D= 1.0 Ff. FROM -L- STA 20+50 TO STA 22+75 LT. N 24 �D , 117.4i ELEV. - 72.94 �I N T B Nc1�igense�Noh Ca1554na 27609 W3 HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF FILL IN WETLANDS = 0.00 Ac /0.00 SF ,\ 0� ti N O �$ P �P END - - -L- P � ' �;;,�, � '1- H PDE � p - � i . � DE�\( S�� P `� )JECT 17BP.2J STA 25 + OO.OG a - ��. � �� `.a •.� _ RE IN -L- F. �_ `.i� L� ,...: - ___ _ __... � -._ ��f'��. . . . .F . - _ ... ... r - E � �- - -- ------- w-.�e� -�-. �« __ - _ � P _._ �.y y �,'1 , • , � '. -, "� �m i � . y , >. 1 .Y '. -I � ._� ,. � . ,..'- ,�•� �-.�. . ,. - - O � �. 4 � � TURBIDIiY CURTAIN DETAIL 3 DETAIL 2 RIP RAP AT EMBANKMENT SPECIAL LATERAL 3' BASE DITCH 1 Na+�o s<aie� � Na��a scole) lo'min. Di�cF 10'mi� 1.5' Na�ural � Fill Grade � Gro�nd 3� p 3�' Slope J Min. D- 2.0 Ff. GEOTEXTILE � B- 3.0 F�. 7ype of Liner 10 TONS, Cl 'I' R'ip-Rop Geo�eriile 25 s FROM -L- STA. 23+10 TO STA. 25+00 LT. FROM -L- STA 22+79 TO STA.22+96 LT. BEGIN GRADE � �� -L- STA 20+50.00 ELEV. = 78.15 .._..j-)75000% V BEGIN SPECIAL �-� 2��16� LAT. 'V' DITCH (LT) p� _ PI =20+50.00 - E I = 75 J2 END SPECIAL LAT. 'V' DITCH (LT) � PI =22+98.00 EI = 69.50 � � 0 � a ✓ E m 0 0 PI = 21+40.00 �� EL = 76.80' VC = 150' K = 208 V = 75 MPH WS EL.= 67.2' CI IRVFV n�_m_n � �i ELEV. = 74.00 _ (-)OJ778% + �CEGIN / END SAFETY FENCE -L-3'TA�+�R� DETAIL 4 SPECIAL L4TERAL'V' DITCH �No��o Smlef � F,�� cro��d J:/ p 3'` slova Min. D= 1.5 Ft. FROM -L- STA. 22+75 TO STA. 22+98 LT. ��I�� I �� I (+) 0.3000% \ END SPECIAL LAT. 3' BASE DITCH (LT) BEGIN SPECIAL PI =25+00.00 LAT. 3' BASE DITCH (LT) EI=68.43 PI =23+10.00 EI = 67.86 RETqiN PROJECT REFERENCE NO. SHEET NO. 176P.2.R.80 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dN��'A][�1L1E lE 11�1L.S\IV� DO NOT USE FOR f W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 7 W4 HAND CLEARING IN WETLANDS = 0.00 Ac /0.00 SF FILL IN WETLANDS = 0.00 Ac /0.00 SF SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT NOT TO SCALE BRID�E HYDRAULIC DATA DESIGN DISCHARGE = 700 CFS DESIGN FREOUENCY = 25 YRS DESIGN HW ELEVATION = 73.3 FT BASE DISCHARGE _ l30/ CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 74.3 FT OVERTOPPING DISCHARGE = 805 CFS OVERTOPPING FREOUENCY= 50 f-J YRS OVERTOPPING ELEVATION = 73.5 FT DATE OF SURVEY = 06-07-17 WS. ELEVATION AT DATE OF SURVEY = 672 FT � � ; ro 90 80 70 60 � 50 �� Q . w � � LEGENO � ALLOWABLE IMPACTS ZONE 1 �� ALLOWABLE IMPACTS ZONE 2 B1 ZONE 1 BUFFER IMPACTS = 1066 SF ZONE 2 BUFFER IMPACTS = 603 SF BTEGInN /P�R[�OTJAECT 17BP.2.R80 —L�— l Oil �i 1 LI �O ��O� 00 BUFFER IMPACTS LIMITS OF - EXCAVATION RIP RAP AT EMBANKMENT� OSEE DETAIL 3 1 SPECIAL LPT 'V' DITCH SEE DETAIL 4 N SPECIAL L4T 'V' DITCH I I SEE DETAIL 1 � m N m _�!� �� I-- — -.;, �„nu - - 0 EM� E FIBER WATTLE BM1 �� PROJECT REFERENCE NO. SHEET NO. �INTB HNTB NORTH CAROLINA, P.c. 176P.2.R.80 4 343 E. Six Forks ROad, Suite 200 Raleigh, North Carolina 27609 RNJ SHEETNO. N C L i C e n S e N o: C- 1 5 5 4 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 83 ZONE 1 BUFFER IMPACTS = 1186 SF ZONE 2 BUFFER IMPACTS = 872 SF V + TRANSPORTATION FACILITY LINE O SPECIAL LAT. 3' BASE DIiCH SEE DETAIL 2 PDE P � D �\ r � � p , __ \�RE �N END � .y0�� P �$ �PO OJECT 17BP.2.R. STA 25 + 00.00 �„ - - - _i- __- . , _ RETqiN � __ __ __ _ P�ft COPPE� __ - Pfr'__ ': � .. _' -- ____ _______ _ ______ - ____ ____... _ (1 i1 Y� _ ';i, ( J_ r ,.sp� - .-� — - --- F RETAIN �.. �,�k.5� . �. � �„ , �. \ � �. , ..... _ _.- -- - -- . - " � F - -- --- _ -- .. ., , �/ .�.:. - - . �, -- — .,��: .. o ,_, i��;..�� -- . . _ - -rv-3- - -- - � : ,-. �o. - � �� m _- � w �� - r� � , , � �� `�� h�,-�� - RF�P�� BEGIN / END SAFE7Y FENCE m � m � m t � � �� •- �- . . � � � ti� � �- - � ' - ,. -L- + f 1 � � �.�!�-��, � � � � f� d ,_ i � - 2 � I TRANSPORTATION FACILITY LINE A �r B2 ZONE 1 BUFFER IMPACTS = 535 SF ZONE 2 BUFFER IMPACTS = 181 SF 03 m 3� ruReioirr cuRraia BEGIN / END SAFETY FENCE DETAIL 3 � �'4'�'`�� DETAIL 1 DETAIL 2 RIP RAP AT EMBANKMENT DETAIL 4 SPECIAL LATERAL'V' DITCH SPECIAL LATERAL 3' BASE DITCH 1��'�� SCO1e� SPECIAL L4TERAL'V' DITCH Nmm s�me� �Nollo S�ole) 10'min. �No��o Smlef Di�cF I 0'min � 5� a��r I 1 II NaNral � Fill Grade � Ground 3�� D 3� Slope Gro�nd 3� p 3�' Slope �� cround J.� � 3�� Slave Min. D= 1.0 Ff. J Min. D- 2A Ff. GEOTEXTILE � Min. D= 1.5 Ff. B- 3.0 F�. 7ype of Liner 10 TONS, Cl 'I' R'ip-Rop Geo�eriile 25 s FROM -L- STA 20+50 TO STA 22+75 LT. FROM -L- STA. 23+10 TO STA. 25+00 LT. FROM -L- STA 22+79 TO STA.22+96 LT. FROM -L- STA. 22+75 TO STA. 22+98 LT. MATERIAL TO BE REMOVED N 24 �D �� 7.4� BEGIN GRADE � �� ELEV. - 72.94 -�- sTa zo+so.00 ELEV. = 78.15 ._..j-)75000/ V BEGIN SPECIAL �-� 2��16� LAT. 'V' DITCH (LT) p� _ PI =20+50.00 — E I = 75 J2 END SPECIAL _ LAT. 'V' DITCH (LT) � PI =22+98.00 EI = 69.50 18+00 19+00 20+00 21+00 PI = 21+40.00 �� EL = 76.80' VC = 150' K = 208 V = 75 MPH WS EL.= 67.2' CI IRVFV n�_m_n � �i 22+00 23+00 ELEV. = 74.00 + 7778% �..I�. I I�.�. (+) 0.3000% \ END SPECIAL LAT. 3' BASE DITCH (LT) BEGIN SPECIAL PI =25+00.00 LAT. 3' BASE DITCH (LT) EI=68.43 PI =23+10.00 EI = 67.86 24+00 25+00 26+00 27+00 N��'A][�1L1E lE ll➢1L.9\IV� DO NOT USE FOR � f W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 7 64 ZONE 1 BUFFER IMPACTS = 385 SF ZONE 2 BUFFER IMPACTS = 238 SF SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT NOT TO SCALE BRID�E HYDRAULIC DATA DESIGN DISCHARGE = 700 CFS DESIGN FREOUENCY = 25 YRS DESIGN HW ELEVATION = 73.3 FT BASE DISCHARGE _ l30/ CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 74.3 FT OVERTOPPING DISCHARGE = 805 CFS OVERTOPPING FREOUENCY= 50 f—J YRS OVERTOPPING ELEVATION = 73.5 FT DATE OF SURVEY = 06-07-17 WS. ELEVATION AT DATE OF SURVEY = 672 FT 90 8� 70 60 50 WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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 in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) TOTALS*: 0 0 0 *Rounded totals are sum of actual impacts NOTES: Permanent SW impacts: 0 SF Temporary SW impacts: 0 SF 2016 09 09 � � 1 � 1 � � � 1 1 � � � � � � � � • � � � � � � 1 � � .�� .�.� • � • ' � • � ' � � � ' ' ' '� � '• C' � '� . .. . . : : - . . . . a � :.. , . �� . . � :.. ,. o00 , , Rev. SEP 2016 Rev. May 2006 Rev.Jan 2009