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HomeMy WebLinkAbout20161268 Ver 1_U-4751 Revised Individual New Hanover Pender May 26, 2017_20170526Carpenter,Kristi From: Sent: To: Cc: Subject: Follow Up Flag: Flag Status: Rivenbark, Chris Friday, May 26, 2017 12:48 PM Brad Shaver (brad.e.shaver@usace.army.mil); Steenhuis, Joanne AI-Dhalimy, Nadia A; AI-Ghandour, Majed N; Chapman, Amy; Collette, Karen E.; gary jordan@fws.gov; ken.riley@noaa.gov; Carpenter,Kristi; Herndon, T. Mason; Mellor, Colin; NCDOT Service Account - Roadway Design; rachel.sweeney@noaa.gov; Staples, Shane; Wilson, Travis W.; Twisdale, John W; clarence.coleman@fhwa.dot.gov; Cynthia VanDerWiele; Militscher, Chris (militscher.chris@epa.gov); Monte Matthews (Monte.l<.Matthews@usace.army.mil); Tony Able (Able.tony@Epa.gov); Feulner, Brett M; Griffin, Randy W; Paugh, Leilani Y; Harris, Philip S; Barclay, Carl A; Hanks, Brian; Brittingham, Cathy; Lane, Stephen; Stanton, Tyler P; McInnis, Jay Revised Permit Application for U-4751, New Hanover and Pender Counties Follow up Flagged The permit application for U-4751 has been revised. The electronic copy can be viewed/downloaded at https://connect.ncdot.gov/resources/Environmental/ This email serves as our revised application submittal to the N.C. Division of Water Resources. A hard copy will be submitted to the U.S. Army Corps of Engineers. Chris Rivenbark Natural Environment Section North Carolina Department of Transportation 919 707 6152 office crivenbark(a�ncdot.qov 1598 Mail Service Center Raleigh, NC 27699-1598 1020 Birch Ridge Drive Raleigh, NC 27610 Email correspondenc. �-d from ':his ser �� s subject tc 1 e' P�blic Recor�ls I�a ��� and ma�; be disdosed to t` parties. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR May 26, 2017 JAMES H. TROGDON, III SECRETARY US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 Attention: Dear Sir: Subj ect: Reference: Mr. Brad Shaver NCDOT Coordinator Revised Application for Section 404 Individual Pernut and Section 401 Water Quality Certification for the proposed SR 1409 (Military Cutoff Road) extension and US 17 Hampstead Bypass in New Hanover and Pender Counties. TIP Nos. U-4751 & R-3300. Permit Application dated December 21, 2016 Please reference the previously submitted application for the above referenced project. The tabulated non- riparian wetland impacts in the Wetland Permit Impact Summary Table have increased by 0.34 acre. This is due to lengthening of the ramps at the I-140 interchange for traffc safety and revisions to proposed mechanized clearing throughout the U-4751 project area per your request. Table 1 of the original cover letter has been updated below. Additionally, please replace the previously submitted pernut drawings with the included revisions. Table 1. U-4751 Wetland Im acts Permit Permanent Temporary Mitigation Drawing FEIS Label Type Impacts (ac.) Impacts (ac.) Required Site Number 1 BWD Non-riparian < 0.01 0 Yes 1 BWD Non-ri arian 1.21 0 Yes 2 BWCBWB Non-ri arian 0.33 0 Yes 3 PD-04 Non-riparian 5.28 0 Yes 4 PD-03 Non-riparian 6.32 0 Yes 5 PD-01 Non-riparian < 0.01 0 Yes 15 BWI Non-ri arian 0.09 0 Yes 16 CWA Non-ri arian 6.03 0 Yes 19 CWB Non-riparian 0.52 0 Yes 21 CWB Non-riparian 4.40 0 Yes 23 CWB/CSC Non-riparian 6.85 0 Yes 24 CWB Non-ri arian 0.07 0 Yes 26 CWF Non-riparian 11.99 0 Yes MailingAddress: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION Fax: (919) 212-5785 I O2O BIRCH RIDGE DRIVE ENVIRONMENTAL ANALYSIS UNIT CuStO»t¢Y SErviC¢: 1-H%%-36H-496S RALEIGH NC Z.%61O IS9g MAIL SERVICE CENTER Website.• www.ncdot.gov R.ar.Eicx NC 27699-1598 Permit Permanent Temporary Mitigation Drawing FEIS Label Type Impacts (ac.) Impacts (ac.) Required Site Number 28 CWD Non-ri arian 5.11 0 Yes 33 CWE Non-ri arian 6.18 0 Yes 37 CWE Non-ri arian 5.99 0 Yes 39 CWF Non-ri arian 0.13 0 Yes 41 ZWDD Non-ri arian 0.01 0 Yes Total: 60.51 0 The Department has acquired compensatory mitigation for the unavoidable impacts to non-riparian wetlands from the Northeast Cape Fear Mitigation Bank. The Northeast Cape Fear Mitigation Bank is located in Pender County within the USGS hydrologic unit 03030007 of the Cape Fear River. The bank is located immediately north of the intersection of NC Highway 21 and Shaw Highway (SR 1522) approximately 12 miles north of Wilmington, NC. It is situated between northeast Cape Fear River and the state protected Holly Shelter Game Lands in Pender County. NCDOT purchased 200 acres of non- riparian wetland credits from the bank in March 2016, of which the additiona10.34 acre will be debited from the NECFM Bank's ledger for U-4751 as shown below. In addition, NCDOT did not propose mitigation for the 0.18 acre of excavation in non-riparian wetlands since they are not in Section 10 waters; however, NCDWR has requested mitigation under their wetland standards. USACE has also requested we provide mitigation for 1.09 acres of hand clearing in overhead power rights-of-way, referenced in the December 21, 2016 application, at a 0.5:1 ratio. Mitigation Type Debit Amount Site TIP Notes acers Non-Riparian Impacts were 1.21 Wetland Restoration 2•42 U-4751 (03020302) acers calculated with a 2:1 ratio Impacts were 59.30 Non-Riparian 119.15 U-4751 (03030007) acres calculated with Wetland Restoration a 2:1 ratio and 1.09 at 0.5:1 Sincerely, � R �e _ ! �� Philip S. rris III, P.E., C.P.M., Manager Environmental Analysis Unit cc: NCDOT Standard Permit Application Distribution List ���������� a� North Carolina Department of Transportation 5I(�IIi1�Vcl�el' ` � ,,,,,.,_,,, Highway Stormwater Program �`-' STORMWATER MANAGEMENT PLAN — (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 40191.1.2 TIP No.: U-4751 County(ies): New Hanover Page 1 of 5 General Project Information WBS Element: 40191.12 TIP Number: U-4751 Project Type: New Location Date: 5/9/2017 NCDOT Contact: Paul Atkinson, PE Contractor / Designer: Edward Vance, PE Address: NCDOT Hydraulics Unit Address: STV, Inc. 1590 Mail Service Center 900 West Trade Street, Suite 715 Ralei h, NC 27699-1590 Charlotte, NC 28202 Phone: 919-707-6707 Phone: 704-816-2555 Email: atkinson ncdot. ov Email: edward.vance@stvinc.com CitylTown: Wilmin ton Count ies : New Hanover River Basin s: Ca e Fear Ca e Fear CAMA Count ? Yes Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th (lin. miles or feet : 4.156 miles Surrounding Land Use: Residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. ac. ac. Typical Cross Section Description: First Half: The typical consists of 2-12' paved lanes, 1-14' paved lane and a 10' grass N/A shoulder in each direction with a raised median, C8G and 3:1 fill slopes. Second Half: The typical consists of 3-12' paved lanes, a 14' paved shoulder and 2' grass shoulder in each direction with a median ditch (6:1 sides) and 3:1 fill slopes. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 47800 Year. 2036 Existi� : 22600 Year: 2016 General Project Narrative: A combination of grassed swales, median roadway ditches and riprap dissipators were used to minimize the Water Quality Impacts. There are two existing Wet Detention (Description of Minimization of Water Basins located adjacent to the project (Plan Sheet 12 and 13) that will capture some of the stormwater runoff from the proposed roadway. Also, there is a proposed Wet Quality Impacts) Detention Basin with a Forebay (Plan Sheet 6) that will capture and treat 4.89 acres of new pavement area at the proposed interchange with US-17 Business (Market Street). Waterbody Information Surface Water Body (1): UT 2 to Smith Creek NCDWR Stream Index No.: 18-74-63 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) � �i�h�� ��V North Carolina Department of Transportation �` St()tlllvv�lff'Y � � �..��..�_.., Highway Stormwater Program �� i STORMWATER MANAGEMENT PLAN — (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 40191.1.2 TIP No.: U-4751 County(ies): New Hanover Page 2 of 5 Additional Waterbod Information Surface Water Bod (2 : UT to Smith Creek NCDWR Stream Index No.: 18-74-63 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Sup lemental Classification: Swam Waters Sw Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spanning Water Body? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) Surface Water Body 3�: UT to Island Creek NCDWR Stream Index No.: 18-74-50 NCDWR Surface Water ClassiFcation for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Im airments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro�ect Includes Bridge Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) Surface Water Bod (4): UT to Howe Creek NCDWR Stream Index No.: 18-87-23 NCDWR Surface Water Classification for Water Body Primary Classification: Class SA Supplemental Classification: ORW Other Stream Classification: None Impairments: chloro h II a pH turbidit Aquatic T8E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Bod ? N/A (If yes, provide justifcation in the General Project Narrative) pf yes, describe in the General Project Narrative: if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (5): Kings Grant Trib. To Smith Creek NCDWR Stream Index No.: 18-74-63 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swam Waters Sw Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (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) 1� lif;llw�ly North Carolina Department of Transportation \1 StOYCtiWc`ZiC-'t � �I , , ,,.,, Highway Stormwater Program �' STORMWATER MANAGEMENT PLAN - (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 40191.1.2 TIP No.: U-4751 County�ies): New Hanover Page 3 of 5 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod it H:1 H:1 ac ft R °/a cfs f s cfs f s Used Buffer Rules? � � 98+00 -L- Rt. (1)UT 2 to 0.0 3.0 3.0 0.7 70 105 1.24°/ 4.1 2.0 5.3 2.1 No No 34.2791317 / -77.8307540 Smith Creek � Z 110+35 -L- Lt. (1)UT 2 to 2 0 3.0 3.0 1.6 160 160 0.81 °/ 7.6 1.9 10.0 2.1 No No 34.2823645 / -77.8294581 Smith Creek �Z 117+50 -L- Rt. (1)UT 2 to 2 0 3.0 3.0 1.9 190 200 0.50°/ 8.5 1.8 11.1 2.0 No No 342836198 / -77.8274364 Smith Creek 3 129+11 -L- Rt. (2)UT to 6.0 3.0 3.0 1.9 190 405 0.17% 9.4 1.1 12.3 1.2 No No 34.2859829 / -77.8248553 Smith Creek 138+00 -L- Rt. (2)UT to 6.0 3.0 3.0 1.0 100 565 0.17% 9.4 1.1 12.3 1.2 No No 34.2879850 / -77.8230191 Smith Creek 143+75 -L- Rt. (2)UT to 3.0 3.0 3.0 3.4 340 360 0.42°/ 16.4 1.8 21.4 2.0 No No 34.2895223 / -77.8223030 Smith Creek � Additional Comments Sheet 13: Please note that the longitudinal slope of the grass swales are less than 0.3% due to the topography. Ht�h�ti'�ly North Carolina Department of Transportation �� StUYl7��VateY ( 1 ��,� ,..� Highway Stormwater Program ��� STORMWATER MANAGEMENT PLAN -- (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 40191.1.2 TIP No.: U-4751 Count ies : New Hanover Page 4 of 5 Level Spreaders, Hazardous Spill Basins, and Forebays Level Spreader, Drainage New Built- Station & Coordinates Surface Hazardous Spill Area Upon Area Treatment BMP Associated Sheet No. (Road and Non Road Projects) Water Body Basin, or Forebay? (ac (ac) Required / Minimum Treatment Achieved w/ Buffer Rules? s -Y1- Sta. 45+00 to 49+00 (4)UT to Howe Forebay 24.00 4.89 0.1 inches of runoff from NBUA 1776.0 cf 3050.0 cf N/A 34.26499 / -77.82560 Creek 1 � � � � / Vi � "Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required volume and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance. Additional Comments I Ii�11�n��N North Carolina Department of Transportation , St01"t11WA. tel' �� �>,;I ,,.,.,.,,,,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN — (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 40191.1.2 TIP No.: U-4751 Count ies : New Hanover Pa e 5 of 5 Other Best Management Practices New Built-Upon Precipitation Depth Station & Coordinates Surface Drainage Area Area Volume Treated Treated over NBUA BMP Associated Sheet No. (Road and Non Road Projects) Water Body BMP Type ac ac ac-ft (in) w/ Buffer Rules? 6 -Y1- Sta. 45+00 to 49+00 (4)UT to Howe �r�/et Detention Basin 24.0 4.9 8.35 21.56 No 34.26499/-77.82560 Creek � � � W Additional Comments � � ., � V � � O V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH p�1NS PREPARED FOR THE NCDOT BY.• HYDRAULICS ENGINEER ��� ��� sTv En�;ne��, �n�. ADT 2017 = 23,900 90o iwrie` rcd28202 s��ie �is 50 25 0 50 100 �`�' Nc r���se N�maz� F-oe9i �Oqp ADT 2037 = 49,100 �� �� �' �� K= 12% LENGTH ROADWAY TIP PRO ECT U-4751 = 5.394 MILES zarz srallonnn srscrFrcazroxs Q PLANS � JOHN N. JOHNSON, PE � `�o D= 60% PROJECT ENGINEER _ _ PE. � a LENGTH STRUCTURE TIP PROJECT U-475I = O.I03 MILES sic.vATuns: � 50 25 0 5o too T= 7�/a* RIGHT OF WAY DATE: �' g V= 50 MPH TOTAL LENGTH OF TIP PROJECT U-4751 = 5.497 MILES APRIL V, 2015 SEAN C. $TEPHENS, EI ROADWAY DESIGN ENGINEER D�� � PROFILE (HORIZONTAL) * (TTST=3%+DUAL 4%) rxo�crnEsrcxEn ��'�p Qo�a� l0 5 0 l0 20 FUNC CLASS = LETTING DATE: ��—�`��� ARTERIAVFREEWAY OCTOBER 17, 2017 GARY LOVERING, PE PROFILE (VERTICAL) STATEWIDE TIER PROJECT ENGINEER p.E. 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SHEET NO. LATERAL'V' DITCH � G� . DETAIL 11 ETAIL 35 �No��o s�oie� //�% ��� LATERAL BASE DITCH STAIIDARD BASE DITCH � U-47S� I2 \ ISF� � 1 rvo� ro s�ol�l 1 rvo; �o s�olol . b RNJ SHEET NO. �I � �e" � /� �/ `� nor,,.oi �I ^'a���i ��/ �1�� �Il¢����� �§§��d�¢��s �6. ROADwAY DESIGN HYDRAULICS wai i Fm -o �la b� - � �,o��a � ��o��d 3. ���hc vopa � �/( �� � ��°�"d 3� p 3'� � p 3'. °d ENGINEER ENGINEER '� D 3� � '\ ��/�8� \ ����. slope � 900Gharl tt NCL8202 �15 Mln. D-1.0 F- m� a � q NC � NC L e se N� b- F-0991 6-5.0 ft. LiSA OiERO LOPEZ ISFI) 4 C �� 0 I e I Min. D l.5 F. B �9pF1 9 F�_ g l."�I 8- 2.0 Ft. q r� isFo 6-s.o H. 50 2 0 50 100 ��� � FROM STA.13-I-25 TO STA.14+20 -Y4- RT . '�T �� LL NRI IAN A SIEMON o� �, a FROM STA. 108+91 TO STA. 110+35 -L- LT FROM -118+00 TO STA.118 35 -L- LT '` \ �/� � w FaoM srn. m+eo ro srn. n9+eo -�- Rr PLANS DO � � /a�� m / ^' � � � DETAIL 40 ETAIL 54 � � 90 � N IZ E z WD A]" PIPE OUREf CHANNEL IP.TERAL BASE DITCH �� DFqlN4\SEM \ 3/N// / � �\ ( Ifo Sc I I t�o Sc COUPTNEY PMES HOP ti � N EryT l / � �, �� 0 E � / w ..._.. N . o�a) � b � \ Q '�,°o""°� qz,,.�w,, o ,o �„--c�',°o��a a�,oi P� sPn. i c�ns9 ro � se�ne r F�u _ Q I Grou�d O/ Q / � l�l~ �\ 90 OR �E �T` �� ud ./ p GQ MEPr. Slova A EaN x xiTTLESON '/ �� E\�SE\ ��Jf NN� �m*�*^� W„GeO�1E�� - B WxiiNEx PMES x0A \ �` PERMIT DRAWI NG ISFD / p CH • e� �is �, e�9,�_,< F r�e�ae�,�E° � 6 o M�n o—, 5 F, =Q S H E ET 21 O F 83 I� � / - Fi.iifcFonneloep�l�<a.5�vloce aip op op o( fi� B=20 F�. � o � C W� � NC w ISFD - i on� of cinss �i� niy np, s o o�entle ; �✓ OQNdLbfm.RlpF- CI ss 'B' Rip-Rop 6 5 0 F�- DETAIL 28 � ! rQ � I i ; tE x NGurEN FROM STA. 1 4+25 TO ST 110+3fi -L- RT EXCPJ/$TE TO ROCK FlLL IN POND �"�� v� �O4 STA.71R+355YL-RRT NATL�, L BED _ �Norio s�aie �- Q�'� � EST 9�E 1,110 C e�oposed � � � � a "` � � ' . � � °�, �z. Wp � �— ��DE v TDE waua,vc House muRr JIE NR CHEN � l0liAN N SMiin �� � R=4o" �'+� � EfCs� � &istin9 � - � � Elev.- 41_3 � /- SFD E_� �'c /' \ EaNh Fill � -5�0' / 15=� � Y�' M' �� �i A� iiN TVLEF MOZiNGO RiCMARD � �IINCaLEE � \ q // �eo�°`�a�� — _ � ��N.w E�� _ L o � � i � � � �, � `� I � o ��--�� g '�� as. 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IGFp 7 SY GEOTEXTILE � � I ISFD I I FROM STA. 112 i 40 TO STA- 776 � -L- RT k-Q� I / R=no' 7z�� wp X � � � �2 \�� � \ 6 CB \\ DDE +H1200 CY � / � �/, - IT H l � 5p-(I� IS �J G�J I SEE DETAIL 35 - /' � � ,O � OP--N �P4Ct / COMMON �ARE4NAGE d�9�MDDE-C+/- 20A CV J�/ J G7� JG,I� E OPC E/ CLnSS �RANnGE =ASEMENT MELISSA R AIAOSEN FLO DPL41N P �O � ✓ � /\i/ � JEFFERY 5 POPE I ' ti�N�- �eN1EL J BFOWN SEE DETAIL I q -'-...- oCLA55 'I' RIP RAP coniM.oN nFEn BENC �� �� w CLA55 'B' RIP RAP 'TE � r � I �EST 20 TONS � � SEE T 36� � u \ \ -�� d — � - EST 17 TONS - �39 SY GEOTE%TILE / -�l _p 34 SY GEOTEXTILE �T 1 � -JS-- 5- I �JS� -15 15 / w / � �� � 2 II6 � - ,s— -�s � � -' s � s s SITE 8 �_' �oMM �� �° �° s �' � � ,�`'� � oPEN svneE i c�ns oa r�acE EasEMENr � � ,f-,�,� i � ^ ' � a �� - JS J9"��-- Q �.' � � 2„ _ �.. { C' Rwr-o �aaw wnrEa - PeE �EE AauirER> G7 Q�} �s- _� -� a ""�"' -rr r4�i . 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DETAIL 36 DETAIL 36 l2" w� z i) NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATEO FROM EEi FOR n ��42" R��P-IV \� O�� � 1nEsrREameEoorzF�000PviNnTrHEPRaECTsiTEouRiNccu�veRr MULTI-BARREL CULVERT, LOW FLOW I � �\ consraucTioN. oN�vMnreRin�lHnrisexcnvnTEOFRomrnE CHANNEL, HIGH FLOW SILLS, ro Jo '~^ sraEnm eEo mnv eE usEo ro uNE rHE �ow F�ow cu�vERr snRaE�. I NLET I°t \� aia ana mav eE usEo ro suaa�EmEn11nE NnrivE mnrERin� iN rnE AND FLOOD PLAIN BENCH Ib I I \ TC NicN F�owcu�vERr enrzaE� iF aia ana is usEo 10 uNE 1NE r+icN > �� J FLOW CULVERT 9ARREL NATIVE MATERIAL SHOl1LD BE PLACED ON TOP � y� �..{ � y� � I CNRiSTOP �M 5 iTx 10 FILL VOIDS AND PROVIDE A FLAT SIIRFACE FOR ANIMAL PA55FGE. I 1 3.. M I p0 I �W P�\ \� NATIVE MATERINL IS SUBJECT TO APPROVAL BV THE ENGINEER AN� MAV 2 � FNI W O �� BESUBJECTTOPERMITCON�ITIONS �,Eo.eni�E nG ��meni�E� �� HIGH F�ow siu � DETAIL 29 �siusnReToeea.oFrwme.casrseanrznre�r US EL=33.5 o � \ � ROCK FILL IN POND I IW I W I �� . ANDATiACHEDBrDOWELs. DS EL=340 DS EL-32.0 ) �No��o s�ie� OUTLET � I J � � 3) THE GHFNNEL EDGE SHALL BE LINED WITH CLA55I RIP RAP (AS SHOWN Propose=� I Q �\ oNrNEclnNviEvy 20, BURY LOW = FLOW BARREL 1' � Exisfing= '� 'i -Elev.= 40.8 1 I W � e� 4) COIR FIBER MATTING SHALL BE SECURED ON THE FLOOD g EoAh Fill —� - E�-3�. I �� PLA IN BENCHESAND PLACED BEH IND RIP RAP EDGE TO PREVENT s i u s n r � a+i�E� 6 I I J {� . WASHOUTOFSEnIMENTTNROUGHGAPS INLET AND OUTLEf _. n �o�sq 5 � Geo ext le .�II (i ��i� A �Oc�¢�m � N N W.S. Elev.= I I CL 'IP RIP RAP '— 3fi.3 �Eo t7 a � CL'I'RIP RAP DETAIL 12 a srn.=m�av _�_iE � � �' £7 � LATERPL B�ASE iDITCH FROM STA.120+35 TO STA. 127+70 -L- RT � �� . BACK FILL WITH NATNE BED MATERIAL b �o I ��{ aACK FILL WITH NATIVE BED MATERIAL TO SILL HEIGH Hot��oi _ ��I SEE SHEET 2B-5 FOR INTERSECTION DETAILS I t:') Ground 3:/ p,�.1 �•�F�. n � I `W a SEE SHEET 39 FOR -L- PROFILE FLOODPLAIN BENCH SILLS W/COIR FIBER MATTING FLOODPLAIN BENCH �Eo,exr��E� e SEE SHEET 60 FOR -Y4- PROFILE AND CL 'll' RIP RAP W�C012 FlBER MATfING Min. D=1.5 Ft. nNo a r aiP anP CL'I'RIP RAP ma. a=,s F, SEE SHEETS 2D-1 AND 2D-2 FOR DITCH DETAIL � II �� A c� �� R�P 2aP w�e� s�� < s.o o-z o Fr. SEE SHEETS C-1 THRU GX FOR CULVERT PLANS _ I _ COIR FIBCR MAT.=60 SQ YO 6EOiEXIILE d60 Sp YO CL'I'RIP RAP- l8J TONS CL'll'RIP RAP- 20d iONS Type ofLiner= CL'I'Fi�Rop 6 5-0 ff- QUANTITIES: FROM STA. 717+75 TO STA. 117+50 -L- RT C � � C 0 � N Q E DETAIL 9 Pi <R aHDRaoE xE n0E2 PROJECT REFERENCE NO. SHEET NO. LATERAL'V' DITCH ��-'��� -� P DETAIL 11 ETAIL 35 �No��o s�oie� � //�% ,��� LATERAL BASE DITCH STAIIDARD BASE DITCH � U-47J�� I2 ISF� � � � �rvo ro s�i�� �rvo��o s�oio� RNJ SHEET NO. � fn \ z ie- o�a �N � � \-F1 G;,�^a , �'1�1/1E�Il Pm WBnn4�Vn��aIlA����n�4��s IIvn6. ro,oi - - I 1� �✓ ROADwAY DESIGN HYDRAULICS ��o��d 3. 1 I�hc vopa � - `�� �� ��°�"d 3y p s� � p 3 °d ENGINEER ENGINEER �/ p 3� �� ,� % D/~8 ����. slope �� 900Gh tl tt NC 202 �15 N o �ro ro� MIn.D-1.0 F- p � � qNC �� �\ Mn.D l.5 F. NC Lcense N�mber F-0991 6-5.0 ft. LISA OiERO��LOhEZ ISFI) a �.. 0 � Min.O�-9 F�_ �, q I ��� 8= 2.0 Ft. i � �� > �- isEo 6-s.o H. a-� Fr 50 2 0 50 100 �T �' . KRi iAN A SiEMON DETAIL 40 STA.117+50 TO STA. 119+50 -�- RT ETAIL S4 FROM STA. 13+25 TO STA. 14+20 -Y4- RT � 4�/ N� / Na 2�E Ho��a s�aie / FROM STA. 108�91 TO STA.110+35 -L LT FROM .118+00 TO STA.118 35 -L- LT O'` 2 F 5 \ 3 � r3 PLANS �`b� � � � 90 �� � z WD A]" PIPE OUREf CHANNEL IP.TERAL BASE DITCH C)� DFqN\�F\ ` �.. �/�j /� . �` \ (Nolfo Scole) b COUPTNEY PMES HOP Q_I £ j � � _._h� � _.. �� � M N , �� '�1 \ / \��_ w,„ > o ,� �..-�' ,°"�"d �°,�� a� saq i c�ns9 ro � se�+e r �' Grou�d O � ,.4,�,��°: � \<a�;'�� "�'�- .r "d ., pc@ nFEa,. siaPa Q. i = „ \ �/ � q� �\�<\ G` J NNFL .m W„ G[O�1E�� - B Wx iNEx PMES x0A \ � P E RM I T D 1�% -�W I N G EaN x xrtTLESON ISFB /�� p -- �� , e� ., S H E ET 2 2 O F 8 3 , . w � ; F �vonable7� < 6.D' Min. D=7.5 Pt. z¢ /� � �/ .if F nneloep�l�<a.5 vloce a'p op op o( F� B=20 F�. � g � C W� � NCw� ISFD i on�ofcinss ynp s o�enle ; �✓ OQNdLbfm.RlpE- CI ss'B'Rip-Rop 6 50 F�- �a DETAIL 28 � �Q � I% tE x NGurEN FROM STA. 1 4+25 TO ST 110+3fi -L- RT EXCPJ/$TE TO ROCK FlLL IN POND �� v� �o,�. STAR71R+355YL RT � NATL�, L BED / �Norio smie �'�- Q� � EST 9�E 1,110 C JIE NR CHEN e�oposed �, � ' ,� I� I ° � �z� Wp � �— 7'iDE v TDE waua,vc House muRr Ez st n > ioaaw x s�nrx , �'�� � e � c E=ao- � � � s �� - � � eie�.- ai_a � �� B. /-. sFo �''� �' \ EaNh F II � 5.0' /15=� \ I •� Iw A� iiI TVLEF MOZiNGO RiCMARD � �IINCaLEE —� q� // I 'II 1 � / �I � � � Q'� . � 2 � � � I - �q 36. CLA$$ 6' RIP RA / 4 Geo axr+�le�fI 7gN.w. eie...- � �- � .._ �` F� ��� � ' ' �l � 1 ' . I` � o'uilLliv EASEMErv I I FJ I Z ii �� tlerm � EST 2 TONS � k=a0' � I ' I ..,.. .. X :: , I ���.�XITNEY P�NES HOA - _- .- � er\, ik +.� /P���l`y$'. ' _ / 2 .- ISFD I I � F� . - -_ � 7 SY GE(((yyyTE Tllh / a ao Z2 WD ___ _ ? � II I , i . ' Q � ` � , / � �- ys' � 5 �o _.. I . � • L s WHIiNEY PME$ HOA ., � � B CB � �� I ` / � I \ FROM STA. 112 40 TO STA-776 � L- RT I` . I'I i'- i W I \ �, i. \ 5/\ ii . . , SE D H v 1-' � i w / J/� � � �� i� �� ���s oe=+�isoocv�� r -,� � � _I 'ia � �v OP--N �P4CE i CLaSS oFAINAGE dc9�MNJiDITCH �' \ . ��. \ P��� G��55 •II' RIP RAP II I II�I II Ir MELISSA R MAOSEN�D�TAIL 35 ... �r � !\ ._ , �/ ��1 JEFFERY YPOPE I'WI ��'I-\ �eN1EL J BFOWN / cowmoH nRE4 EST DDE-+� 4�CY I I� f� l'F5T 20 TONS I II I b�N sPncE mMpMON qRFaaGE EasErnENT / ) - / � e � I 6 I �ti EST17 TONS ' ETAIL Q� � ,.-, "TE � � 1�39 SY GEOTEXTILE � � � �I� � __ __ B�GDP�N� � / � � . '� �_\�, �/ -� I�I�' \ CLA55 'B' RIP RAP � � � � � SEE T \�� I 34 SY GEOTEXTI_ __-._- SEE D��� 4 I I I -15-�- 5� __-- 15 ,li ..- ____ �S—.�. — e�� � w \ '� -�2 � II � .""�. _ ��i - `� ��-I,� = _- _ . - . _ � � �.. �d seac�i ci�.ns �eenwnc�asEUE'mr_, � :�-�\ s. 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I � \ 1 ROCK FILL =. =J5 � I - ` � / i". � $ENL�H ' �\ SEE DETAIL 29 � �' �� � � \ _/ �A\ s��oer u se � DENOTES TEMPORARY Esr 6200 ro"s 20' oRAirwGE EASE N,i , /�. o. �\ �' �IFL $S J' 91P RAP / /� /'\ \\ � �� � � 1 I �SFo ' {�' �i % ( � � �sr'����aNs� � ����/� ��A� �ae ��'� ', I I �, � , I � IMPACTS IN SURFACE WATER / / . \ �45`�SV E"Qt�� E \ // ,i�'( c��\ \ � / I I � I � �y�" WD BURY� �7tyI,ET � .\ \ \ ` � i I _ I � II�.� n � OUT��T Po �,� �,�, `� �NorEs�. DETAIL 36 DETAIL 36 72�� W� ' 42" IFCP IV �� � \� \ \'� �) NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATEO FROM I I �, EEi FOR n �� TnEsrREameEooRF�000PviNnTrHePRaECTsiTEouRiNccu�veRr MULTI-BARREL CULVERT, LOW FLOW .I�, ' � � V\ �� coNsraucTioN. oN�vMnTeRin�lHnTisexcnvarEOFRomrnE CHANNEL, HIGH FLOW SILLS, �' I' sraEnm eEo mnv eE usEo ro uNE rHE �ow F�ow cu�vERr snRaE�. I NLET ��b �;� ���� ��� aiaanamaveeuseorosuPa�emenlrneNnrivemnreRinuNrne AND ROOD PLAIN BENCH ' N �� \� NicN F�owcu�vERr enrzaE� iF aia ana is usEo 10 uNE 1NE r+icN FLOW CULVERT 9ARREL NATIVE MATERIAL SHOl1LD BE PLACED ON TOP � � �� I t� �� � ��,. � � ° —7 I�— ° � 1 II CNPoSTOP �M ��iTxl � � TO FILL VOIDS AND PROVIDE A FLAT SIIRFACE FOR ANIMAL PA55FGE. _a�. I� I I \ �\, NATIVE MATERINL IS SUBJECT TO APPROVAL BV THE ENGINEER AN� MAV � \\ BESUBJECTTOPERMITCON�ITIONS \ H C�% \ \ HIGH ROW $ILL � ��z o � � � ��,c � � ����� DETAIL 29 �Eo.E�,��E � � �� ��o,E���� �\��� z) sius nRe To ee a.o Fr wme. casr seanrznre�r � US EL 33 5 � ROCK FILL IN POND � i W I��W I �N \ ` \ ANDATTACHEDBVDOWELS. D$ EL=34.0 D$ EL- 32.0 �, pro d INo��o Smle) OUTLET ,�I \y��\���� 3) THE GHFNNEL EDGE SHALL BE L1NE0 WITH CLA55 I RIP RAP (A3 SHOWN Pose— � �' � � '� �I oNrNEclnNviEvy BURY LOW I I I�Q i �� �-��= FLOW BARREL 1' � Exishng�� `i I -Elev.= 40.8 1 i 3�. 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SEE SHEETS C-1 THRU GX FOR CULVERT PLANS � I 6 5.0 ft. QUANTITIES: COIR FIBCR MAT.=60 SQ YO 6EOiEXIILE d60 Sp YO CL'I'RIP RAP- l8J TONS CL'll'RIP RAP- 20d iONS Type ofLner CL'I'Fi�Rop - � � I FROM STA 717+75 TO STA 117+50 -L- RT ti � O N � � � u , 6� PROJECT REFERENCE NO. SHEET NO. a � /2-3 �� ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 2s 2.s o 2s so 4 OF 5 P ANS PERMIT DRAWING SHEET 24 OF 83 SI E 6 CL 110 42 -L- CL 17+79 -Y4- 2@42" RCP @42" CP G RT N G RT NG L N G LT - � - __ _ � � — — — _ �- T _ � r— / — — — — / -- --- � i � N FLO �— -- I — — — — — NO_ LOW G AL NG PI E N ALO G PIPE SLO E=0.0° SL PE=O. % � � � � � N �' Q � Q � r= 0 N� �� � �� �� ��- � � 0 N \ V� � � � PROJECT REFERENCE NO. SHEET NO. 0 /2 —4 � ROADWAY OESIGN HYDRAULICS � ENGINEER ENGINEER 2s 2.s o 2s so 5 OF 5 P ANS PERMIT DRAWING SHEET 25 OF 83 SIT 1 2 0 0 0 CL STA 17+49 —L— CL RADE ELEV= 5048 X y 3:1 N RMAL F OW S LLS9 B VELE HW9 ND FL ODPL IN 3:1 NOR L 5 O 3.3:1 KEWED BE CH 3. :1 SKE ED EXIS ING 5" CMP T TO BE REM VED G ALO G 40 � - __ B -- -- -- � BEVE ED � NG LONG HEA WALL � ' � I _ _ _-. – CULV RT CL – — —� -- -- --- -- — _ — -- � _ — — — � NWS 36.6 EXST B D EXS BED _ ---� _J -- -- - � P OP BE CL BE EL= 2.8 SLOP = 0.8 ° n , s � � , i ; z l ; TYPICAL INLET CHANNEL (NTS) � DETAIL 37 SINGLE BARREL RCBC � �v e NPICAL WLET AND � �ia`n°xic�` ` OUTLET CHANNELS TYPICAL OUTLET 'CULVERT TO 8E BACKFILLED WITH NATIVE MATERIAL TO A DEPTH OF 1.0'. NATIVE MATERIAL CON51ST5 OF CHANNEL (NTS) MATERIAL THAT IS E%CAVATED FROM THE $TREAM BED AT THE PROJECT $ITE DURING CULVERT CONSTRUCTION. NATIVE MATERIAI IS $UBJECT TO APPROVAL BY THE G Rp Rp ENGINEER AND MAY 8E SUBIECT TO PERMIT CONDTIONS. FA a'=►I f�— CL STA.=738+59 -L- SPEC LAT 2' BASE DITCM W/CLASS 'B' RIPRAP EST.400 TONS 1291 SY GEOTE%TILE SEE DETAIL 10 DETAIL 15 LATERAL BASE DITCH � No Smle� b G�,o� I^-7 F�� ound 3�) p �� ��� Slopa d q Min.D-1.5 F. Mox. d=15 F. B 3.0 Ft. 6 5.o Ff. TYPnnnL cre 1eOIR,nIglnMc DI N e� .�s _i_ ei DETAIL 13 DETAIL 14 50 25 0 50 100 WTERAL BASE DITCH LATERAL BASE DITCH i�o� �o s«�e� i No, �o s�a�ei ��. o��,o� Na��.a� �7 �F,�� PLANS �.o��a Gra�nd 3:/ 3'� 1^iFr, � F�ii �'1 D �� .' v ° sope d- I o I Min. �=4.5 F. g. Min. D=4.5 F. �'^-� B-6.0 Ft. Max.d-4.5 FI. b=s.o F�. e-a.o F�. 6=5.0 Ft. FROM STA. 129 i- 00 TO STA. 136 I 50 -L- RT TYPe af Liner= COIR FIBEa NamNG FROM STA. 136+50 TO STA. 138+00 -l- RT DETAIL 32 � �'1�1/ 1E�Il�Pm WBnn4�9n��aIl A§��n�4��, IIvn6. 900 West Trode SL, c�� ]15 Gharlotte. NC 28202 NC License Number F-0991 PERMIT DRAWING SHEET 29 OF 83 LATERAL BASE DITCH / /� - �-� � �Ho��a smeJ b f � � �.e� C— 7 7 1 �� _ Ground .i�� p 3.l �,��f�. 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I „ . � PROJECT REFERENCE NO. SHEET NO. 0 /4-3 � ROADWAY OESIGN HYDRAULICS � ZS �2.5 O �ZS SO ENGINEER ENGINEER 3 OF 3 PERMIT DRAWING SHEET 30 OF 83 SI E 11 LT RT 2 0 0 0 2 0 C STA. 1 8+ 59 L— 1@ll' X 7' RC C, BUR ED 1' 111° KEW NG ALON CULV RT ' 2.1 :1 SKE ED C NTERLI E 2:1 NO MAL 2 14:1 SK WED �----- � — - _— _ � — -- NG LT — — — �, \ � NG LT � / NWS = 34.9 N RT EXST BED PRO BED PROFILE CL BED EL =3 . 0.34% LOPE s 's � i � z f � � 1 \ � ' `�"� PROJECT REFERENCE NO. SHEET NO. DENOTES IMPACTS IN / u-475i �5 SURFACE WATER fWJ SHEET NO. �.i1'/1�d -DENOTES_ TEMPORARY� - _ _ _ _ - - - - - - - ��ri�u���a������§��6a�a��sIIffi6. 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NATIVE MATERIAL SHOUL� BE PLACE� ON TOP TO FILL � � I\ l � (� / WZ � " [� VOI�SANOPROVI�EAFLAiSl1RFACEFORANIMALPASSAGE. / [� ¢ �C /\ / w� [� � I\ / � NATIVE MATERIAL IS SJ9JECT TO APPROVAL BY THE ENGINEER � /\ �� [� � �/ � � ANOMAYBESUBJECTTOPERMITCON�ITIONS. - , �� /� (� hG� [/ � ¢ /� [� /� �'� I\ � � �/ 2151LLSHRET09E10'WI�E,CNSTSEPARNTELVNN�ATTNGHE�BY J� l\ � (� � l� � /� [� [� �� DOWELS. /� /\ �' � � � /� � 3�THECHANNELEOGESHA��eEUNE�tMTHCu�SSIRIPRAP �HIGH FLOW SILL � (� � /o � � // C� / � L / L /� L (PSSHOWNONTHEPLANVIEVJ� �� � L /� �1 �\7 /� [� �c \ �G ��/ """ /� a� coiaFisERMnmrvcsr+nusESEcuREoorvrHEF�000 B�RY ��W =2.0 � �� � j� ROMEO A. 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SHEET NO. U-475/ l5 SURFACE WATER � I��-� I R,�,, s„EEt No. �.i1'/1�d -DENOTES_ TEMPORARY� - _ _ _ _ - - - - - - - ��ri�u���a������§��6a�a��sIIffi6. 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NATNE MATERIAL SHOUL� BE PLACE� ON TOP TO FILL � � I\ l L (� / WZ � " [� VOI�SANOPROVI�EAFLAiSl1RFACEFORANIMALPASSAGE. / [� ¢ �C �� /\ / w� [� � I\ / � NATIVE MATERIAL IS SJ9JECT TO APPROVAL BY THE ENGINEER � /\ �� [� � �/ � � ANOMAYBESUBJECTTOPERMITCON�ITIONS. - , �� /� (� hG� [/ � ¢ /� [� /� �'� I\ � � �/ 2151LLSHRET09E10'WI�E,CNSTSEPARNTELVNN�ATTNGHE�BY J� l\ � (� � l� � /� [� [� �� DOWELS. /� /\ �' � � � /� � 3�THECHANNELEOGESHA��eEUNE�tMTHCu�SSIRIPRAP �HIGH FLOW SILL � (� � /o � � // C� / � L / L /� L (PSSHOWNONTHEPLANVIEVJ� �� � L /� �1 �\7 /� [� �c \ �G ��/ """ /� a� coiaFisERMnmrvcsr+nusESEcuREoorvrHEF�000 B�RY ��W =2.0 � �� � j� ROMEO A. 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SHEET NO. 0 /5-3 � ROADWAY OESIGN HYDRAULICS � 2S �Z.S O ZS �jO ENGINEER ENGINEER PLANS 3 OF 4 PERMIT DRAWING SHEET 33 OF 83 SIT 1 C STA 151+q1 �— CL RADE ELEV= 8078 x W/ HIGH F OW S LLS9 B VELE HWg � O AND FLOOD LAIN ENCH 3 1 OR 3 9:1 SKE ED 3 1 NO AL 3 9:1 SKE ED TB RT — ---- -- ----- -- 4 O BEV LED — � TB L N SE = 35.3 ___ ___ ___ ___ ___ ___ ___ __ ___ _ ___ _ _ ___ 3 0 EX T BED L BED EL=32. LOPE _ .003 F �FT n , s S � , i ; z 1 ; � 0 5 10 PROJ. REPERENCE NO. SHEET NO. N 4 F 4 L� J� J u—a�s� x-6g � 1 0 1 0 7 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 FILL IN WE LAND PERMIT DRAWING 0.40 �; SHEET 34 OF 83 o.o 0 3:� 3 �� .. 4.2/ .. . 55+ 0.0 FILL IN WE LAND � � o. ao � o.o 0 3; � 3 �� �� 4./2 �� � 54 + 50.0 FILL IN WE LAND SITE � 6 0. 40 `� 0.0 0 3,-7 3 �� �� 41.9 �� � 54 + 0.0 FILL IN WE LAND � o. ao � o.o 0 3; � 3 �� .. 4/.8 .. . 53 + 50.0 FILL IN WE LAND � � � � 0. 40 � 0.0 0 3,-I 3 �� � — — — — — — — — — — — — — — — — — — — — — — — — — a 4/. 5 � � � 3 E 53 + 0.0 a � �=T _ o �N — N-+> \� i �� � 1 0 1 0 1 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 u, �- 06- 0 5 10 PRO1. REFERENCE NO. SHEET NO. N 3 F 3 L�1� J u-q75, x-�s � 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 0 20 1 1 2 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 PERMIT DRAWING SHEET 37 OF 83 � � � � � . �: 3 �, 3: 4/. 6 70 + 0.0 � .� .� �. � � � � � � � � � � 3;1 3:1 — � — — — — — — — — — — — — — — — — — — — i — — — — — — — — — — — ` — � — — 4/. 7 a � � v 0 0; Q; o ao v v o0 g;1 3:1 � -� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / — — — — � � ' 42 20 � 69 + 0.0 FILL IN WETLA D M M N �; 0; N aD V � W g :1 3: I � � � 4/. 8 68 + 0.0 SITE 19 � FILL IN WE LAND n O� P O� V V O� — M �; Q; M � W � V W � a 3:1 : 7 � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � 4/. 0 � � 68 + 0.0 E � � �,1 � - - N�� ,�, � ���° 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 ��'� y�/ \\ / � DE�XCFL i,4 ��o��d 3�- PROJECT REFERENCE NO. SHEET NO. DETAIL 51 DETAIL 26 G ' o U-475/ l7 S�'� � � SPEUAL LA�E�RAL BASE�D'I'EK� WTERA�L B�ASE DITCH ' LATERAL BASE DITCH �/ �No�ro smiel I I \ � r� • RNJ BHEEL NO. � b z �� � �-� � o �7[�J/1E�Il PmW8nn4�9n��aIlA§��6n�4��sIIvn6. � / Na V Qi 1� ROADwAY DESIGN HYDRAULICS '\ �/�'� I � '\ B n5o F�_ 900 w t Tr d SL c�� ��5 ENGINEER ENGINEER �'� �F_�i Nm��i � FROM STA.32+50 T No�ura J. � F�II �� _ _ u d 3.l �'1 l - Sloae- Gro�nd J.� t F� F��i _ _ . -� -- Gr�d . I- p g ,`i. . ` opa -' -- - _ -� �_ ----- i�-D Po�g� (� R _ � AoPe ni.�----�� - ii.. Ch �lott NC �8202 [� �' '� o xr� � � � � /K �\ N � �3.dF�t\� NC L e e N�� ber F-0991 �\ �E � - . o � � � B � Mn.D-3.0 Ft. � L , B \ [� - . My�d=s o F+. � ��a �� [� M �,e>x o r,. � ��[� � � 50 25 �0 �= 50 100 � 613�0 Fr. Q/ � � � �\ Max. d-2.0 . /\ � OF 4 / _�— - - - \ \ �fi�� e �s < 6.a' _ (� E\ $TA. 176+25 TO $TA. 17 45 -L- T � /� ,(� 6-5.0 F�. /� �� ,� � T f Liner�- COIR FIBER A�CT. 8=5.0 Ft. M � / Type of Liner� � Class 'B' RiyNRap /�� ype o, ,� � � /` -"G� FROM STA. 175- TO STA.176-25 -L- LT '\ � � � FR�QA STA.23+00 TO STA.27+0 -SR4- RT[� DE IL 31 � �`�[[[��/ I�.r�NS l . / ` ` L \ � // � - ,I�- - l . � � L /\ Ll LATERAL DI'T/��/H � �� � /� \ � � �\ � � � � � � � / _ � - - - \ � \ � _ ` � � /\ I Nal to Sca�J� � � � (/ \ � \ � /\ Gmun �.) 1'h�_ SIoPe � 3p�PUBLI� � � �� � /F � �� a� 2-- � � '� ��` — � __—__ �--t�—, � l� d � �j�� �R,��roFWq'� ��\ E SE LATERAL BASE DITCH �- � Mox. d=2 5 �H s� � ��o„o =�a,e� � o/ � ___��,� � a � 0=2 5,� �\ ME�r,� aE o,�oP ��` ,� P E RMIT D RAW I N G L � /� I ' \ �I � � L � � \ \ \ � � \ � � �G B=5_0 F_ /K �� R`Rr`� SHEET 38 OF 83 No��ral 6=5.0 Ft. L J� f�ll y ' \' y/ � /\ � d a., �?'I 3.i �..�ft SIoPe /y' / �� /� � �\ h TYPe of Liner- COIR FIBER ING L �f \- � /. Eo.EX,�y� e /� � � � \ AD -- (oV ' \ STA. 182+05 TO STA. 185 �- RT � �'. \ � N �' � ,� ,� / � [� ���.���p� u'� L.E // ,(�� � � � %`G L � HANOVER`LAND, �NC�TE.7 ��vir"�C�S I'�h8`� S /\ /-� I \ x. d=3.0 fl. �G /� �(� � �when e �s � 60' 5.0 Fi. 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EST 80 CY , ..,� ,. - S EST 8 CY � ,`� l� � F � /� /� [� � �j _ F F F N�l7° 07' 10.0„ � F� F � � �G �\ � ��� f F f c4.� F � . 5 5 [� � � �` (� � %� � � � � � � �� , f� �' � R h SI 22 �': ` �: /� �` i, � DO NOT BURY /� � � '� '� , �\ � � F /� " [� DO NOTBURY � F' ' f �� :��, [ � .- �_'";, . �-.=; .:_� � � � r /,� L _ -. /\ � � w � � , � R m �� ` F F �� . �� ' � F. F � / LAT 5'� SE DITCH v`�-_ � F F /\ � (� �G �� F F -��� F 104 R� � W/COIR' FIBER NyjTiING � --- ._ W 685'R � � /� �� � EST DDE I/ 38�CY ` SP/��s LAT 5' SE DITCH � - /� �� � [� � � SEE DETAIL 3l �' /� EE DETAI BE ;MATTING - - / � �\ . F /� /� � F F f CL 'B' RIP �RiAP /� � (� / �/�. �--- .` �.... ` �\ � ' ` � F F /� � /� � �\ � � f � � �\ � SSS�GEOTEXIILE L /\ /�' �, / __ F� F (i [� l� / � \f�/\ � F � F zpSR � l\ �G ��� F F - // � /\ � � � � ,� �� � F DO NOT UR /\ L/ / , � � � /� ' \ / ' � � '-^ � [� F F F F /\ (� �� [� 7FE� ' �� � � /� /\ � . (� / o � F F F � F F - F � HANOVER LAND,LLC � � � � � � �, /' [� � �e� �� � F F F $ F ��t , F� � /\ /\ � f �G . � [� (� � ��o� �:.f F�� F � /\ � � �� � � � � � � /\ � � � �� \ 'o P�9 j E � l� � I� 'K SEE SH�ET 2 0 FOR U-TURN BULB-�UT DETAIL /� � � � � � �� �� � � � ��'� , o,R � /�G � � SEE SHEET 2 6 FOR INTERSECTION DETAILS � � r � � � � /� � �'��� k�, s R � /� � `�EE SHEET 41 FOR -L- PROFILE � � � sr�via wNa�Ev �Ewis ,� ic< � � ;r � °° � /� � SEE SHEET 65 FOR SR4 PROFILE W Kl�REN WHALEY COBB ` �K � \_, � ��""E �� \ � r� � SEE SHEETS 2D-1 AND 2D-2 FOR DITCH DETAIL ow �� � � � /� \" K �r-.� � � \E\ /F '� � `�� / � � rs� _ �r'i,.,A � W � _ K \ � � � � � � � � �_ � � � � � ���� � � �� � /� � � � � � ,� � � � /� '� i� l � � \ � , . � � � � \ I ,� \ \ � \ � � � � � � � � l� ,� � � 6� PROJECT REFERENCE NO. SHEET NO. a � 17-3 �� ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 2s 2.s o 2s so 3 OF 4 P ANS PERMIT DRAWING SHEET 40 OF 83 SIT 2 CL STA I 0+39 -�- I@60' RCP � � __ - - -- _ - -� �- , - - - ---- � _ `7 INLET OU LET N ALONG PIPE �T 5 BASE ITCH LAT 5' BASE DITCH NWS= 9.5 SLO E=0.14 o W/C IR FIBE MATTI G � � N N � L Q N Q � r= O i N-- �� L �r \� ul�- 06- 0 5 10 PRO1. REFERENCE NO. SHEET NO. N 4 F 4 � u—q75� x—z�s � 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 0 20 1 1 2 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 PERMIT DRAWING SHEET 41 OF 83 �.�2� �.02� g:1 3:I - - � - - - - - - - - - - - - - - - - - - - - - 5.5.4 .96 S.S.4 .38 21 + �.�0 I PACTS IN URFACE WATER 0.020 0.020 - 3.� 3_ 1 - - - - � � - ---- - - ---- - ---- - - -- - - - S.S. 3.19 21 + �.00 SITE 22 IMP CTS I FILL IN ETLAN SITE 21 SU FACE ATER 0.009 0.020 � _ 3�� 3:� � - - - - - - - - - - - - - - - - - - - - � � S.S. 3.11 20+ 0.�� IMPAC S IN . FILL IN WE LAND ' SURFA E WAT R 0.075 0. 20 - 3�� 3:� - - --- - � - - ---- - - ---- - - -- - - - � / q 2�'� �.�� F L IN ETLAN 0.039 0.038 3 �� 3; � - - - - -- - - -- - ---- � � � � 5.5.42.93 5.5.43.17 19 + 0.00 � � FI L IN ETLAN SITE 21 c ��. S r " 0.040 0.040 .� g :1 3: I � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - � � 19 + 0.00 E � oL_ —S 4— N,� ,�� ���° 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 6 � F 5 0 5 10 PRO1. REFERENCE NO. SHEET NO. N � U-4751 X-78 � 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 0 20 1 1 2 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 SITE 23 IMPAC S IN FILL I wEr ND PERMIT DRAWING SURFA E WAT R � � SHEET 44 OF 83 � o.o2s o.o2s � 3�� 3.� - - - S.S. 2.20 S.S.4 .38 � - - - - - - - - - - - - - - - - - - 3; � 38.36 SITE 22 77 + 50.0 I PACTS IN FILL IN WE LAND URFACE W,�,TER � M M � �.�25 �.�2 � 3 �� 3; � 5.5. 2.50 / S.S.43. -� � - - - - - - ---- - -- - - - ---- - i 3;� 3'� 38.30 � � + O.O SITE 21 IM CTS I FILL IN WETLA D SU FACE ATER � � � � S.S.44.30 3', N - i 5 S. 1.9 - / - - ---- - - - - - -- - - - -- - - 38.24 3:1 � 76 + 50.0 SITE 22 IMPA TS IN FILL N WET ND SURF CE WA ER � a � � � � S. .44.39 � % � 38. 8 76 + 0.0 , MPACT IN FI L IN ETLAN -� URFAC WATE a � � � � � � � • � 3 �� � r � - - ��_,�.40.87 ---- - - - - .� . - - - - ---- - - - - - -- � '� 38. 2 . . . ° 75 + 0.0 E � � �,1 � - - N�� ,�, � ���° 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 3 1 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 6 A F 5 0 5 10 PRO1. REFERENCE NO. SHEET NO. N `+ � U-4751 X-79 � 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 0 20 1 1 2 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 SITE 23 FILL IN WE LAND � URFAC WATE PERMIT DRAWING � SITE 21 SHEET 45 OF 83 0.025 .025 °' v 3:1 3:l _ — — � — — -- — — ---- — — -- — � — ---- — — --- — — ---- — / � 4/ 9 ' 8� + �0.0 SITE 22 IM ACTS I ILL IN WETLA D - S RFACE ATER FILL IN WE LAND � � M M � �.�25 �.�25 � g:1 3. ) � � 38 55 FILL IN WET ND SUR ACE W TER FILL IN WET ND � � � o o2s o.o2s � 3�� 3•� — ---- — — -- � --- — — -- — — ---- — — ` — — — — 4.2/ �" � 79 + 00.0 END UN UITABL UNCLA SIFIED XCAVATION STA, 178+75 +/- EX AVATI N IMPA TS IN SURF CE W ER - FIL IN W TLAND �o � P Q� � �.�25 �.�2 � 3; � 3 �� — — — 5.5. 0.83 3.� — — — 3;� '�' � _ _ --- _ 4225 " ' 38.48 SITE 23 SITE 22 SITE 21 EX AVATIO IM ACTS I , � ILL IN WETLA D ` SU FACE ATER � � � � � � o.oz o.025 � � 3�, 3�7 � S.S. .42 S.S.4 .52 � � � �o — — — — — — — — — — — — — — — r 3:� �� /;� __ .. . � 38.42 � 7� + 0.� E a � oi� — — N^> ��i ���° 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 � 5 F 5 � PROI.UEF4751E NO. XH282 N � 1 0 1 0 7 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 PERMIT DRAWING SITE 24 SHEET 46 OF 83 FILL IN WE LAND o.020 0.020 3:� � _ � 3973 S. .34.43 IM ACTS I SITE 22 SU FACE ATER � FILL IN WE LAND o.ozo o.ozo � � � S. .40.35 — — — � — -- — — — — — — — — � � — — — — — — — — — � � . . . 40.00 3' � � S.S.34.47 3 0'�' 0. � 0 IM ACTS I _ SITE 22 SURFACE ATER FIL IN W TLAND o.020 0.020 — — — — — — — � — :l . .41.61 — � � � .� — — — — — — — — — — — — � � � S.S.40.0 39 g� 3'• � � S. .34.69 29 + �.�� SITE 24 IMPA TS IN SITE 22 SURF CE WA ER � FIL IN W TLAND o.020 0.020 � � 3:I .5.41.61 � — -- — — � 3.1 / — ---� — � — — --- — — ---- ry � / S.S.40.1 39.94 3. � / a � � �' .S.35.a9 � a m E a ° -S 4- �=,T Ny N \� i �Q � 1 0 1 0 1 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 u,�- 06- 0 5 10 PRO1. REFERENCE NO. SHEET NO. N 3 F 3 L�J�J u-q75� x-a9 � 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 0 20 1 1 2 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 PERMIT DRAWING SHEET 49 OF 83 0 o FUT RE PAVE ENT FILL IN WETLA D I PACTS IN o.00� � � 0.025 URFAC WATE a:� 6:� b:� 50.19 4: � — ��' — — —� / — ---- — — -- — -- — — ---- � 07 + 50.0 I+07.55 MPACT IN � � FUT RE PAVE ENT SITE 27 � ' URFAC WATEI � . FI L IN ETLAN 0 o.oi2 � � 0.025 �n 6:1 b: 50.16 q: � 3 �� — — � / — — — — — � �- — — — — — — — — — — — — — — � � 07 + 00.0 SITE 26 /3 7.0/ FUT RE PAVE ENT N (V IMP CTS IN °� FlLL I WET ND SUR ACE W TER o.o2s � 6:j 6:1 � o.ozs 50 04 4: 3 �� — — — � � — — — — ---- — — — — — ---- — — — — — — — � � 4L 5 O6 + 50.0 /3+06. / FUT RE PAVE ENT 0 0 0 IMPA TS IN � 0.025 � 6:� 6:1 � o.ozs SURF CE W TER TEMP I PACTS IN 49 $2 4�j SURFA E WAT R 3:� — — � — — — — — — — — — — — — -- — — — — — — — -- — � — — — — — — 4/. 0 S.S. 3 .89 06 + 00.0 � /2 �633 ��• o.� v v 0. 5� 0.025 'n 6:1 6:1 `� 0.025 �c 5 4 .41 3 �� S. . 42.53 � /� — ---- — – S.S. 12.99 — — — — — — — — — — r � . � 8.63 � 05 + 50.0 E � � �,1 � - - N�� ,�, � ���° 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 w 0 � � � __ _ , — � _�_ � �, � — � o e � � w - - '�"n � — � � ��`'--AI�L_ o � _,__ �� � � — � ------- —� �--_�=—�___ ; CROOKED Pl�� � RD 2�' /L� � — _ —.� — —l^��—C`/1.1�� _ _ _ _ — _ _____� \ \ -- - - �- -- - , � �,----- _ — �.< � _- - �. -r�-��-n-i � � t—= —� � - - �� _ _����_� =€_ _ �= -- � — —�5— '_— _ ,�� �_ �� —_ � � — � _w� � -- ---7 s _ a �� _ w � ` < . �� - -__- --__�- �U�\ � . - -- --- SIT EM E - � i - � r �� � 4�'' � � V , �,.� �� ;,, -_ � , _ _ - -. � � � � -- ' � , � i � � F��.- F I�DENOTE�FILL IN � ` WETLAND ' ' * � * DENOTES MECHANIZED * � �'� � � * CLEARING � � � — �� '- � � I�1!i1'////I DENOTES IMPACTS IN SURFACE WATfR �� WENOTE�MPOR,�Y '�`FMPACTS 1V SURFdCE WATE �� � � � � �� �' � 0 , SIT,� 26 � �" �' �' �' �' �' �E �E �E �E �E g H � 7 � � �`- `�. � � � � � TS �.; � � ;' � ''� � / jl - � ���, / �i � �'; — � ,�, � i � � i � � � i i I�I � � � . I TAIL �ITCH � ✓ o � � �� � E�T�DDE +/- �i0 CY z � � ��� �'i� �� � � � I � � SEE DEI�AIL 27 � � � i ��i Ii ' � i ' � � � w�j ` I I �� i � � I�� 6 � � � > _ J � ,I�, � I � ��� � '� " '�i�'� � � . � � � — —� �� I� �il'� ��i� / � � ' I � ��' , �I �I �r', � �� , �a� � - rC,�' ilii I�I � � ��; i, �I I �� �� 'I� 'I� ;; � ,,. ' I ,', �� �'t- ;i' Ib �'I�� �; ,I � ;I , � ��, ' � , ; u' � � .,' � 7\ I � _ li � r l,i I� j ii � �'�, � � �LASS 'I' Rd� RAP � , I - �' � , � ON BANKS ONL�' �'I�I���! �� ! -�1� � SEE DETAIL 40 � %`�w I „ � � �� � �', � w i r.� � �' 358 , Q '!_� � Q � � WAYNE Jo WATKI ;'�j � � �, _ � � < � � 41 , � \ y� � � I� l� _ - � � . � �, � � % �� �- L�� � , S � , i y� , � 1 � . �E�E, � � — ___ (�� F r�� �__ �� C�� — — ,� _ , _ 1 F � � '�-�� �= � =� � � � jJ � SITE F F , ' — � ..,� _..\_ ti y;.- _-__.--- � � C I �'�. I ! �� � �� �%� � _,�„ � ,-; �! \\ \ {' _ � 34 i V:�� I I i � ; �'� � TS 11 J_ ����' i'' � � I =T ' ' �, ; �� �ais� w -+/ FT II - -'�4 �- _�/� � . 1 I I \ \ � REP IR C��J \ � �-� �•� I � �� �� I � �� I ��� '' \����� - �i i ��� �lil � ���� , ;;'� I� � i! , � I I �; � I I — ' I 'I �'� 'II � � I'I , � � � I � i I < � I�I L � I I � �� �� _ T� � � �/ � ��� W �' ' � � � ,'��� � � II '�p ��j � II � i �', � � I � � �� _-� ' � � I �� � �� II u � I I ,,p � I I � �,,� � �I ;� % �� I �° I �� � '� �� � � j, i � �i � � �i I � �� �i ��' I i� � ��.LGI' I�z��IRC PROJECT REFERENCE NO. SHEET NO. 20-4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 4 OF 10 PERMIT DRAWING SHEET 53 OF 83 � � �� � � ��� � �� �� �� � �� � � � � �� �� � � � � � ��� �� � � � �`''� �\� �: A � I � , �'�\� ��\ �� i I ', � ,� � � I / � �'\�\� \ : � ' I , � ��,� _, � i` � � \ � �- �� � I 5 12.5 0 25 O PLf� EST � / 5 S 15" CAAP 2 ELBOW , RP�g -�(�g� � PROJECT REFERENCE NO. SHEET NO. 0 20-6 � ROADWAY OESIGN HYDRAULICS � ENGINEER ENGINEER 2s 2.s o 2s so b OF 10 P ANS PERMIT DRAWING SHEET 55 OF 83 SITE 3 CL STA 215+62 —L— 1�60' RCP NWS 39.4 G LT N G LT NG T NG RT � --- � __ — — --- _ L — -- — — — -— N ALON PIPE SLO E=0.52 0 s ' � s � � i � z f � � PROJECT REFERENCE NO. SHEET NO. 0 20-7 � ROADWAY OESIGN HYDRAULICS � ENGINEER ENGINEER 2s 2.s o 2s so 7 OF 10 P ANS PERMIT DRAWING SHEET 56 OF 83 SIT 3 C� STA q2+ 8 —Y8RPDB— CL RADE �EV= 6072 x :1 NO L BURIE I' W/ BEVELED HW .3:1 SK WED SKE =69° 4:1 NORM L TB RT TB L T RT TB LT NWSE 34.6 CL BE EL=3 .2 SLOPE 0.3% s � s , � , , i ; z l ; 06- 0 5 10 PRO1. REFERENCE NO. SHEET NO. N C��� r18 8 F �Q � U-4751 X-91 u J L, 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 0 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 o FILL IN WETLA � o PERMIT DRAWING � °� SHEET 57 OF 83 o.obo °� °� :� 6:� a�. . 46 57 � � S. . 41.11 — — — — — — — — — 4/. 0 . . 13+ 0.0 FI NL N WET ND � 0.060 � � 6:� ' 4� 46 79 � � 5.5. 41.16 4/. 9 ' ' 12 -+' 0.� FILL IN �E LAND �, � � 0.060 � � :1 4�. 47.12 4:1 — — — — — — — — — — � — — — — — — 5.5. 1.14 — — — — — — — — — 4/l9 � � 12 + 00.0 FILL I WET NDo o PAVE ENT � � o.obo � � o 4:� 47 47 4:1 — — — — — — — — — — — — — — � S.S. 40.3 4/ /8 � � � ` _ — � 11 �" �.0 FILL IN WET ND FUT RE PAVE ENT SITE 27 � 0.060 � � 0.060 IMP CTS I 4'� 47 82 4�� SU FACE ATER — — ---- — — -- .--- — — — — — — — S.S. 9.40 — — — 4//3 . . . � _ �� �' 0.0 SITE 28 �, FUT RE PAVE ENT � FILL IN WE LAND a o IMPAC S IN SITE 27 0.060 ,� � `� 0.060 s � 4 �� 48.17 4: � «: � � — — — — — — — — _ — — — — — � �� — ---- — — -- — —� 4092 5.5.40. 9 � ' �0+ �.� E a � oi� — — N^> ��i ���° 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 06- 0 5 10 PRO1. REFERENCE NO. SHEET NO. N 9 �F �� � U-4751 X-92 � 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 0 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 IMPACT IN SITE 31 SURFAC WATE � � F�T RE PAVE ENT PERMIT DRAWING o.obo � � 0.06o SHEET 58 OF 83 S RFACE WATER � ` a�� 47 96 4:i — — — — — — — — — — — — — — — — — — — — — — — — � � — -- — — ---- — � . . — S.S. 38. 3 16 + 00.0 IMPA TS IN SURFACE WATE SITE 31 � � FUT RE PAVE ENT n � 0.060 � � 0 4 :1 4 .47 4:7 — — — — — — — — _ — — — — — — — / — — � 4/. 5 � � � 15+50.0 SITE 28 FILL I WET ND FUT RE PAVE ENT M M 0. 60 � a :1 '� 46 98 4: � — — -- ---- — — -- — — ---- — -- — — ---- — — —� � � 4/. 3 � � � � 15 + 0.0 FILL I WET ND 0 0 0.060 °� °' 4.� 6:1 4•. . 46 68 4:7 . . . 4099 — — ---- — — — .5.41.06 14+ 0.0 - FILL I WETL ND � � � � o.obo °� °� 4.� 6:1 Q'� . 46.51 4� 1 � � � 4/ /3 ' 14 + 00.0 SITE 28 � FILL IN WETL ND ` o 0 m ro " 0.060 a0 °0 i A:1 6:1 Q� � _ � a6 a� a: � E CAVATI N ry — — — — — — — — — — — � ' ' 4//2 . . � 13+50.0 E � � �,1 � — — N�� ,�, � ���° 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 06- 0 5 10 PRO1. REFERENCE NO. SHEET NO. N �Q F �Q � U-4751 X-94 � 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 0 20 1 1 2 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 PERMIT DRAWING SHEET 59 OF 83 SITE 33 o FILL IN WET ND a 0 0 0.060 °' °' 6:7 4�. ' 56 67 :1 • • 4/. 8 • 20 -�' 00.� FILL IN WET ND FUT RE PAVE ENT � � � � � `�' `^ 0.060 6:1 4:1 55 34 4� � • 4 / . 0 • • 19 + 50.0 FILL IN WETLA D � � FUT RE PAVE ENT M M 0.060 � � 0.060 6:1 4:1 Q.� 5 .Ol :1 � � 4/. 6 � � 19 + 00.0 FILL I WET ND FUT RE PAVE ENT SITE 33 N N C T 0.060 � � 0.060 "` 6:7 4:� � � 52 69 � 4;� ti � - - - - - - - - - � - - - - - - - - - - - - - - - - - � . . 4L 5 .. . � �8+ 0.� E � � �,i'�, - - N--> ��� ���° 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 � PROJECT REFERENCE NO. SHEET NO. 0 2/-5 � ROADWAY OESIGN HYDRAULICS � ENGINEER ENGINEER 2s 2.s o 2s so 5 OF 9 P ANS PERMIT DRAWING SHEET 64 OF 83 SIT 3 CL S A 28 53 —Y RPC— 1�60' RCP G LT NG LT NG T NG T — - -� --- --- --- --- --- --� --- --- -- --- -- --- - - G AL NG PI E WS = 3.1 SLOPE 0.22% s , s , ; � ; i ; z l ; � 0 5 10 PROJ. REPERENCE NO. SHEET NO. N (� F C� � U-4751 X-182 � 1 0 1 0 7 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 PERMIT DRAWING SHEET 65 OF 83 - SRPCA- 6+48J0 � FILL I WET ND 0.030 _ _ _ _ 0.0 4 0.00 �^. 0.0 5 — — Iw ��� — W � 3:7 3'• � —� 4.N �--- — ---- — .S.4o.25 — — 66 + 0.00 -Y8R CA- S I T E 3 7 66+ .67 FILL I WET ND 0.024 • 0.030 — — — Iw— � � � � — � w 3� 1 3 � 44 25 \ — � � — — — — — .S.4a.zo — — 66 + 0.00 -YBRPCA 67+49.19 � ILL IN ETLAND 0 030 a .030 0.030 _ — — _ _ —� — — — — w � � 3:7 w � � � 3 � � — � 44 54 � — — — — S 5.39.77 ' � 65 + 0.00 -Y RPCA- 6 +9A9.66 � FIL IN W TLAND 0.03 _ _ _0.0 0� 0.03 — — — 4—� —� W � 3: :� � _ � � _ � � 44 48 � _ — — — — — — .5.39.87 . 65 + 0.00 -Y8R CA- 68+5 .08 0.03 _ _ _ _ � 0.030 — — a— _ — W � � 3:7 3:1 � � � � 44 96 — — — — — — — S.S.40.4 � A + O.00 �} s � � ' FILL IN WETLA D N � ao.o o _ — — a— — _ — — W � � � 3: 7 �' 3 �� � 44 93 � � _ � � N — — — — — a S.S.40. 9 • � 64 + 0.00 E a � —Y o=� T _ Ny N \� i ��s 1 0 1 0 1 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 �,� � 0 5 10 PROJ. REPERENCE NO. SHEET NO. N ] F q � U-4751 X-212 � 1 0 1 0 1 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 SITE 28 ILL IN WETLA o PERMIT DRAWING � SITE 30 SHEET 66 OF 83 °; o.oz5 0. zs IMPA TS IN SURF CE WA ER 3.� :1 ____ _ _ _ _ 5.41.37 — — — — — — — — — — — — — — — — — — — — — — — — — � — 4/. 2 � � � 27+ 0.00 FILL I WET ND SITE 30 M W I PACTS N 4:� S RFACE WATER � 3 �� 4/ 7 \ � 26 + 0.00 SITE 28 N FI L IN ETLAN M � . . .� 4:� 4/. 0 � — 26 + 0.00 � FILL IN WETLA D � N � � 0.025 0.025 � � � � N 4:� N a N— — — — — — — — — — — — — — — — — — — — — — — — a � � 4/l5 � E 25 + 0.00 a ° Y8 PC �=,T Ny N \� i �Q � 1 0 1 0 1 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 u,�- � H F�% 0 5 10 PROJ. REPERENCE NO. SHEET NO. N � U-4751 X-213 � 1 0 1 0 7 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 � PERMIT DRAWING SITE 30 � 0.025 0.025 FILL IN WETLA � SHEET 67 OF 83 I PACTS I : � SU�F WATER S.S.42.01 - ` 4 ./I SITE 37 29 + 0.00 SITE 30 � � o.o2s � o.ozs I PACT I N 4: � 3'� URFAC WATE 38 03 28 + �.�0 ^ SITE 30 � o.ozs � o.o2s IMP CTS I � SU FACE ATER .� :� . . — — — 40 79 � FI L IN ETLAN SITE 28 a SITE 30 0.025 0.025 � �' IMPAC S IN � SURFA E WAT R ' 3:� : i N 2 � N _ — — — — — — — — — — — — — — — — — — — -- — � — ---- — a 4i is _ � � E 2%-f- �.�� a ° Y8 PC �=,T Ny N \� i �Q � 1 0 1 0 1 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 u,�- � 0 5 10 PROJ. REPERENCE NO. SHEET NO. N 9 F 9 � u-a�s� x-22� � 1 0 1 0 7 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 PERMIT DRAWING SHEET 68 OF 83 FILL IN ETLAN 0.060 0.060 6: � _ _ _ _ _ _ _ _ � � S. .45.37 � — — — — — — — — — — — — — — — — — _ � • � � 4/ 6 64 + 0.00 FILL I WET ND 0.060 0.060 6:1 �— — — ---� -- — — � S.S.44.2 — — — -- — — ---- — —'� . . 4/6/ 63 + 0.00 SITE 37 FILL IN W TLAND 0.060 0.060 6:1 — — ---- � — -- 1 � i � � 3' — — — — _ _ � .5.43.24 _ i — — — — — — S. .40.91 — 4/ 6 63 + 0.00 FILL IN WETLA D 0.060 0.060 _ _ _ 4:) � � — — _ � — 3.� �� �� � � — 5 5.39.99 — 4/. 0 ' ' � 62 + 0.00 � � � FILL I WET ND � N EXCA ATION N a 0.060 0.060 _ _ q;� � � � � s — � � 3 �� � N— — — — — — a S $.40.27 — ' ' ' � 39 04 E 62 + 0.00 a � �=�N -BRC- N-+> \� i �Q � 1 0 1 0 1 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 u,�- � J F 3 0 5 10 PROJ. REPERENCE NO. SHEET NO. 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REPERENCE NO. SHEET NO. N 3 F 3 � U-4751 X-199 � 1 0 1 0 7 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 PERMIT DRAWING SHEET 80 OF 83 FI L IN ETLAN — — — — � _ — — — _ 0.025 �—�— — — — � 45 88 � � � — — ---- — -- / S. .39.58 — -- — — -- 17+ 0.� 0.025 FI L IN ETLAND � � —�--- — --a—_ _ _ _�-- — _ � � 45 67 � 3`7 — — — — — — — — / S.S. 0.00 — — — — — — 17 �' 0.0 _ _ _ _ _ _ .o2s FIL IN W TLAND = � —�-- -- — — — — ' 45 74 � 3� 1 i � 1 6 'f' 0 .� 5.5.4 .3 — — — — — — SITE 39 _ _ _ _ _ _ .o2e FIL IN W TLAND - � —�-- —_ _ _ _ — � 45 48 �- 3� � i � — — — — — — S.S. 0.01 — — — — — 16+ 0.0 _ 0.025 � —�--- — �� _ � �—�-- — — � 3:� � 45 34 i � — — ---- — — SS.39.16 — ---- — — 15 + 0.0 � �, � � � �^' — _ — .oz5 FI L IN ETLAND � —�--- — — �— —�-- — — � 3:� �, � � 44 85 � � _ a — — — — S.S. 0.72� — �v 15 + 0.0 E a � —Y �_� T _ Ny N \� i �Q � 1 0 1 0 1 0 1 0 1 0 7 0 0 0 0 0 0 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 u,�— WETLAND PERMIT IMPACT 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) 1 27+77-28+11 -L- RT ROADWAY FILL < 0.01 < 0.01 11+15-15+20 -Y1 RPD- LT&RT ROADWAY FILL 1.11 0.10 15+20-15+29 -Y1 RPD- LT&RT 48" PIPE 0.03 < 0.01 2 20+16-24+68 -Y1 RPB- LT&RT ROADWAY FILL 0.26 0.05 0.02 3 52+3-63+29 -L- LT&RT ROADWAY FILL 5.02 0.26 4 63+20-77+3 -L- LT&RT ROADWAY FILL 6.02 0.30 5 84+90-85+68 -L- LT ROADWAY FILL < 0.01 SHEET TOTALS*: 12.41 0.05 0.69 0.03 < 0.01 *Rounded totals are sum of actual impacts NOTES: IRevised 2013 10 24 ��ti 'L� 'L� 1 t5 �l CJN 25� � WETLAND PERMIT IMPACT 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) 6 110+42 -L- LT&RT 2@42" PIPE 0.21 0.03 Streambank Stabilization < 0.01 7 14+05 -Y4 LT&RT 42" PIPE 0.16 8 110+41 to 117+49 -L- LT ROADWAY FILL 0.47 9 112+57 to 116+35 -L- RT ROCK FILL 0.51 10 117+49 -L- LT&RT 2@9'x7' RCBC 0.34 0.19 373 201 11 118+15 to 217+87 -L- LT ROADWAY FILL 0.28 12 120+35 to 127+74-L- RT ROCK FILL 0.70 13 126+00 to 126+50 -L- LT PIPE/TAIL DITCH < 0.01 < 0.01 14 124+39 to 145+48 -L- RT ROADWAY FILL 2.05 0.02 15 151+41 -L- RT 2@10'x10' RCBC < 0.01 0.06 0.02 0.15 0.02 303 58 16 151+41 to 165+59 -L- LT&RT ROADWAY FILL 5.72 0.31 17 166+32 -L- LT&RT 48" PIPE 0.06 < 0.01 18 166+73 -L- LT&RT 48" PIPE 0.07 < 0.01 231 19 19 165+51 to 168+79 -L- LT&RT ROADWAY FILL 0.51 0.01 20 163+73 -L- LT&RT ROADWAY FILL 0.11 21 169+92 to 180+39 -L-LT&RT ROADWAY FILL 4.09 0.31 22 175+00 to 184+16 -L- LT&RT ROADWAY FILL 0.98 0.02 23 177+13 to 198+17 -L- LT&RT ROADWAY FILL 6.43 0.02 0.40 0.42 0.04 24 27+55 to 31+96 -SR4- LT ROADWAY FILL 0.03 0.04 25 199+05 -L- LT&RT ROADWAY FILL 0.12 < 0.01 251 16 SHEET TOTALS*: 16.77 0.08 1.10 6.61 0.34 1158 294 *Rounded totals are sum of actual impacts NOTES: IRevised 2013 10 24 I�tir.La.l� tSL VN� t5� I WETLAND PERMIT IMPACT 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) 26 15+94 to 29+38 -Y8RPDB- ROADWAY FILL 10.83 1.16 27 205+35 to 211+16 -L- LT&RT 42" PIPE 0.25 0.02 544 46 Streambank Stabilization < 0.01 14 28 208+35 to 214+86 -L- LT&RT ROADWAY FILL 4.60 < 0.01 0.51 29 212+90 to 213+70 -L- RT TAIL DITCH < 0.01 0.02 34 46 30 26+22 to 30+19 -Y8RPC- LT&RT 60" PIPE 0.14 < 0.01 Streambank Stabilization < 0.01 31 215+61.5 -L- LT&RT 60" PIPE 0.08 0.01 32 214+85 -L- RT TAIL DITCH < 0.01 0.02 36 33 33 216+46 to 225+15 -L- LT&RT ROADWAY FILL 5.76 0.42 34 223+72.58 to 224+45 -L- RT TAIL DITCH 0.01 0.01 32 37 35 33+79 -Y8RPDB- LT TAIL DITCH 0.19 < 0.01 Streambank Stabilization < 0.01 36 40+74 to 42+78 -Y8RPDB- LT &RT TAIL DITCH/12'x8' RCBC 0.34 0.04 200 56 Streambank Stabilization 0.02 41 37 4+04.6 to 62+90 -Y8RPCA- LT &RT ROADWAY FILL 4.97 0.05 0.97 50+42 to 64+08-Y8- RT 38 40+46 -Y8- LT 48" PIPE 0.01 0.02 43 10 39 112+37 to 120+42 -Y8- RT ROADWAY FILL 0.05 0.08 40 18+68 to Y18- LT RIPRAP 0.06 20 41 37+46 to 39+65 -Y8- LT ROADWAY FILL 0.01 PROJECT TOTALS*: 55.39 0.18 4.94 7.77 0.50 2122.00 522.00 *Rounded totals are sum of actual impacts NOTES: IRevised20131024 I�tir.La.l� t53 VN� t5� I