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HomeMy WebLinkAbout20160299_S-034R1_R2536_PRM_WET_4C_sec1b_20151209k 11�;11��'<14' North Carolina Department of Transportation �� SL[�rtl]�YdtPf Highway Stormwater Program ���` STORMWATER MANAGEMENT PLAN ��--• (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 34450.3.S1 TIP No.: R-2536 Section 1B County(ies): Randolph Page 1 of 3 General Project Information WBS Element: 34450.3.S1 TIP Number: R-2536 Section 1B Project Type: New Location Date: 11/10/2015 NCDOT Contact: Matthew Lauffer, P.E. Contractor I Designer: Asheboro Bypass Constructors, LLC/ RK&K: Jeff Meador, PE Address: NCDOT Hydraulics Unit Address: g00 Ridgefield Drive, Suite 350 1590 Mail Service Center Raleigh, NC 27609 Ralei h, NC 27699-1590 Phone: 919-707-6703 Phone: 919-878-9560 Email: mslauffer ncdot. ov Email: 'meador rkk.com Cit ITown: Asheboro Count ies): Randol h River Basin s: Yadkin-Pee Dee Ca e Fear CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 2.5 Miles Surroundin Land Use: Agriculture, Residential, Commercial Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 42.5 ac. 6.5 ac. Typical Cross Section Description: Grassed ditch median with 6:1 side slopes. 4 paved lanes (total 48' wide) 12' shoulder on NC 49 (beg. to 64+55): shoulder section, 4 lanes (total 48' wide), 10' shoulders (13' each side (15' with guardrail), 4' paved. Varying fill and cut slopes (see project XSC's for with guardrail), 4' paved. NC 49 (64+55 to end): curb and gutter section, 4 lanes (total detailed information). 48' wide), 10' grass berms. Old NC 49: shoulder section, 2 lanes (total 24' wide), 8' shoulders (11' with guardrail), 2' paved. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 18,800 Year: 2040 Existin : 12,600 Year: 2015 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to construct a bypass for US 64 in Asheboro, NC. There are two proposed major structures involved (Description of Minimization of Water with the construction of design section 1 B. The first proposed structure, on Taylor's Creek, is a 2@8'x8' Reinforced Concrete Box Culvert (RCBC). The culvert will be buried 1' Quality Impacts) below the channel to allow for aquatic passage. One of the two barrels has a high flow sill to restrict normal flow to just one barrel of the culvert. The width of the barrel carrying normal stream flow matches the existing channel width at this location. The second structure is also on Taylor's Creek and is an extension of an existing 6'x5' RCBC on both the upstream and downstream side. The proposed culvert extensions will not be buried below the stream bed since the existing culvert is not burried. Taylor's Creek is not included in a FEMA study in the vicinity of the project. These structures have been designed to have as little environmental and surface water impacts as possible. Channel improvements were made for the proposed box culvert designs. Excavation was kept to a minimum and proposed stream channels were tied into the existing stream with as little impact as possible. Where excavation is necessary, coir fiber matting and rip-rap were utilized for bank stabilization in an attempt to reduce sediment transport and streambank erosion. Velocities at jurisdictional features are nonerosive. All of design section 1 B is within the Yadkin River Basin. Waterbody Information Surface Water Body (1): UT to Taylors Creek NCDWR Stream Index No.: 13-2-3-5 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: Aquatic T&E Species? Yes Comments: NRTR Stream ID: SJ-AA 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) E li�;h ��'<lti' North Carolina Department of Transportation !7Lc)l"41�i��L'�lE( f. , Highway Stormwater Program �'` STORMWATER MANAGEMENT PLAN �'�::'=a'°' (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 34450.3.S1 TIP No.: R-2536 Section 1B County(ies): Randolph Page 2 of 3 Additional Waterbod Information Surface Water Body (2): UT to Ta lors Creek NCDWR Stream Index No.: 13-2-3-5 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: Aquatic T8E Species? No Comments: NRTR Stream ID: Si-AA/SO-AB Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? 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) Surtace Water Bod 3): Ta lors Creek NCDWR Stream Index No.: 13-2-3-5 NCDWR Surtace Water Classification for Water Body Primar Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: Aquatic TB,E Species? No Comments: NRTR Stream ID: SM-AB Buffer Rules in Effect: N/A Project Includes Brid e Spannin 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) Surface Water Body (4): UT to Taylors Creek NCDWR Stream Index No.: 13-2-3-5 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: Aquatic T&E Species? Yes Comments: NRTR Stream ID: SL-AB Buffer Rules in Effect: N/A Project Inciudes 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) Surface Water Bod 5): UT to Taylors Creek NCDWR Stream Index No.: 13-2-3-5 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: SK-AB Buffer Rules in Effect: N/A Pro'ect Inciudes Brid e Spannin 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) E li�;h ��'<lti' North Carolina Department of Transportation !7Lc)l"41�i��L'�lE( f. , Highway Stormwater Program �'` STORMWATER MANAGEMENT PLAN �'�::'=a'°' (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 34450.3.S1 TIP No.: R-2536 Section 1B County(ies): Randolph Page 3 of 3 Additional Waterbod Information Surface Water Body (6): UT to Ta lors Creek NCDWR Stream Index No.: 13-2-3-5 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: Aquatic T8E Species? No Comments: NRTR Stream ID: SI-AB Buffer Rules in Effect: N/A Project Includes Bridge Spannin 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) Surtace Water Bod 7): UT to Ta lors Creek NCDWR Stream Index No.: 13-2-3-5 NCDWR Surtace Water Classification for Water Body Primar Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: Aquatic TB,E Species? No Comments: NRTR Stream ID: SJ-AB Buffer Rules in Effect: N/A Pro'ect Inciudes Bridge 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) Surface Water Body (8): UT to Taylors Creek NCDWR Stream Index No.: 13-2-3-5 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: SF-AB 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) Surface Water Bod 9): UT to Taylors Creek NCDWR Stream Index No.: 13-2-3-5 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: SH-AB Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin 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 fhe General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) �, 0 N N DETAIL A BERM DITCH � Q � Na� ia 5<ale� ¢ F N s.o s.o � io.o'v.C. ?.� -p ti�. Min. D= 1.Ofi. -L- STA. 25-50 TO STA. 28+50 RT -L- STA.27-00 TO STA. 28+00 LT -L- STA. 71+00 TO $TA. 72+00 LT -L- STA. 89 � 00 TO STA. 90 �I 00 RT -L- STA. 106+50 70 STA. 170-50 RT -L- STA. 166-00 TO STA. 169+00 LT -L- STA. 207+00 TO STA. 210+00 LT -Y- STA.25-50 TO STA. 26+65 LT -Y2- STA. 64-00 TO STA. 65+00 RT -Y2- STA.74-00 TO STA. 78+32 RT -Y2- STA. 79+18 TO STA. 82+50 RT DETAIL B LATERAL BASE DITCH (Notio Scale� G�,,.oi I -- � ound ?.� p •�\ 1„Ft. Fill Slope � e � Min. D= 1.OF. �"J B= 4.OFt. b= S.OFt. -L- STA. 133+50 TO STA. 137+50 LT -SRI- STA. 15 I� 25 TO STA. 75 i- 75 LT -SRI- STA. 18+69 TO STA. 19+50 R7, B-7 -RPA- STA. 20+50 TO STA. 23+39 RT -YIA- STA. 20+50 TO STA. 23+00 RT -Y2- STA.28+50 TO STA. 29+00 LT -Y2RPD- STA. 22+50 TO STA. 23+50 RT -Y2RPD- STA.11+87.06 TO STA.75 F35 LT DETAIL G LATERAL 'V' DITCH (Not�o Scale� �rol �- Fill G�ound ZI D ry- 1"��. SIoPe d Min. D= 1.OFt. Mox. d= 1.OFt. 6=5 Ft. Type ofL'iner= PSRAA -0Rb- STA. 10+37 TO STA. 11+59 LT -0R6- STA.10+50 TO STA.71+50 RT -FLY- STA.72-85 TO STA. 13+66 RT -FLY- STA. 18-00 TO STA. 19 �-25 LT -FLY- STA. 37+50 TO STA. 36+80 RT -FLY- STA.39+86 TO STA.41+50 LT -FLY- STA. 41 �I-66 TO STA. 43 i� 50 LT -L- STA.25+78 TO STA. 26+20 LT -L- STA. 32+50 TO STA. 33+64 LT -L- STA. 50+64 TO STA. 50+80 RT -l- STA. 89+50 TO STA. 90+57 LT -L- STA. 125+00 TO STA. 128+16 LT -L- STA. 176 t 50 TO STA. 776 '� 80 LT -L- S7A. 179+45 70 STA. 181+50 LT -L- STA.783+00 TO STA.184'-00 RT -L- STA. 196+50 TO STA. 197+50 LT, D=1.5', d=1.5' -LPD- STA. 14+50 TO STA. 15+00 RT -LPD- STA 20+73 TO STA. 23+22 LT -SRI- STA. 11 I 00 TO STA. 13 I 00 LT -SRI- STA.15+00 TO STA.15+50 LT -SRI- STA. 16+26 TO STA. 17+50 RT -SR2- STA.11+40 TO STA.14+00 RT -Y- STA.15+99 TO STA. 16+40 LT -V- STA. 28 �i� 82 TO STA. 29 �-40 LT -Y- $TA.62+00 TO STA.63-50 RT -Y- $TA 23+00 TO STA. 24-80 RT -Y- STA. 24+55 TO STA. 25+50 LT -Y- STA. 55+76 TO STA. 58-00 RT -Y2A- STA.11+75 TO STA.11+50 LT DETAIL O BERM DITCH � N � ro Scale) Oa wE 5.0' VnR. z:i 2� 10.0'v.C. � d Min. D- Type of Liner- Closs B Riprop Mox. d= -L- STA. 86+17 TO STA. 89+00 RT -L- STA. 161+00 TO STA. 166+00 LT -Y2- STA. 6d+00 TO STA. 68+00 RT -Y2RP� STA.20-50 TO STA.22+00 LT DETAIL V LATERAL BASE DITCH �No��o Scolef Ga�u�al '� �ound d 7.) p 1� "iF Slope GEOTEXTIIE � B Min, D=1.5 Ft. Max.d-1.5 F5. 'WFen B is ; 6�' 8- 2.0 Ff. Type of Liner= Class B R�p-Rap 6= 5.0 Ft. DETAII NOT USED IN SECTION 1 DETAII H SPECIAL CUT DITCH �Notro Scalc� � ` o� Dikh p Slope c�o� e z.� p �o a� Min. D= 1.OFt. -L- STA. 71+00 TO STA. 72+63 LT -L- STA.192+50 TO STA. 195+50 LT -L- STA. 192+50 TO STA. 196+00 RT -L- STA. 202+00 TO STA.203+00 LT -SRI- 5TA 20+97 TO STA. 21+97 RT -SRI- STA. 34 i� 50 TO STA. 35 i 00 LT -SRi- STA.34+50 TO StA. 34+76 RT -Y- STA. 25+50 TO STA. 27+50 LT -Y- STA. 63+50 TO STA. 64+33 RT -Yl- STA. 22+00 TO STA. 2G+50 LT -Yl- STA. 22 + 00 TO STA. 24 �I 50 RT -YIA- STA. 29+50 TO STA. 30+66 RT -YIA- STA.11+66 TO STA.12+50 LT -Yl� STA.12+62 TO STA.13+78 LT -Y2- SiA.21+83 TO STA.22+50 RT -Y2- STA 27+00 TO STA. 29-00 LT -Y2- STA. 32 �I 50 TO STA. 33 i� 50 RT -Y2A- STA. 15+50 TO STA. 76+14 LT -Y2A- STA.75-50 TO STA.16-07 RT DETAIL P SPECIAL CUT DITCH (No��o Scole) Noturol p� �� Di1cF ��a��a z:I p F� `�0� sioae d Gao�c.rile Min. D= 1.OFt. Type of Liner= Class B Rip Rap Max. d- 1.OF1. DETAIL NOT USED IN SECTION 1 �rvol�o scole) I �- I G�urol ound 7:l p �,.1 1"iFl. Slooe d GEOiEXiILE g Min. D = 1.OF5. Mox. d = i.OFt. •when B is c 6.0' H- 4.OFt. fype olLiner= Clasx 9 Ri�Rap 6- S.OFt. -FLY- STA. 19 �I� 25 TO STA. 21 �I� 25 LT -FLY- STA. 36+80 TO STA. 37+50 RT -L- STA.90+50 TO STA.92+50 RT -L- STA. 137+05 TO STA. 138+50 RT -L- STA. 178+50 TO STA.181+50 RT -L- STA. 799+00 TO STA. 200+75 RT -SRI- STA. 19 -� 50 TO STA. 20 i- 97 RT, 6=2' -SRi- STA 26+80 TO STA. 2J+98 RT -Y- STA. 30-00 TO STA. 34+50 LT -Y- STA. 38+25 TO STA. 38+50 RT -Y- STA. 44-75 TO STA. 45+00 LT -Y- STA. 47-00 TO STA. 47+50 LT -V- STA 56 i� 00 TO STA. 60 �I� 30 RT -Y2- STA.35 �-00 TO STA. 36+92 RT -Y2- STA. 52+00 TO STA. 56+00 LT -Y2RPD- STA. 20+27 TO STA. 22+50 RT DETAIL I TOE PROTECTION �Not�o Scole) pA 1'�t(E� s�ovt GRour+o d F d= 1.OFt. ceo'rexn�e Type of Liner= Class B Rip-Rap -L- SIA.64+UU IU SIA.6<+;iS LI -L-STA.156�I-25 TO STA.156�I-60 LT -l- STA. 176+50 TO STA. 178+50 RT -L- STA. 183+00 TO STA.183+50 LT -LPD- STA. 13+50 TO STA. 14+25 RT -Y- STA.23+55 TO STA. 24+50 LT -Y- STA.54+50 TO STA. 55+30 LT DETAIL Q SPECIAL BACK OF CURB CUT DITCH (NOT TO SCAIE) �NATURAL G0.0UN� - 7.� � --��_ v - DETAIL NOT USED IN SECTION 1 DETAIL W STANDARD V DITCH �No�b Scole) Shaulder Shoulder iin Fo Qor ry, o� voim r P°��s� -fLY- STA.16-99 TO STA.18-00 LT,S=5.9% BEG. ELEV=696.0, END ELEV=690.0 -L- STA. 63+00 RT, L=26', 5=0.32% BEG. ELEV=637.11, END ELEV=637.02 -L- S7A.166+20 RT, L=19', 5=32% BEG. ELEV=754.6, END ELEV=754.0 -Y-STA58+30 TO STA.58-69 LT,5-446% BEG. ELEV=755.Oo, END ELEV=75328 -Y2-STA.32+50 TO STA.34+50 RT,S-0.3% BEG. ELEV=691J4, END ELEV=691.14 DETAIL D L4TERAL 'V' DITCH � Nono s<aie� I I� b � Go�urol j� I �-' FII raund Z.� .�� I"iF�. Slope D Min.D-= 1.OFt. b = S.OR. -DR6- STA.11+50 TO STA.72+30 RT -FLY- STA. 13+66 TO STA. 14+63 RT -FLY- STA.41+50 TO STA.41+66 LT -FLY- STA. 43+50 TO STA. 44+85 LT -L- STA.31+56 TO STA.32+50 LT -L- S7A. 33+84 TO STA. 34+00 LT -L- STA. 168+18 TO STA. 168+50 RT -L- STA.182+00 TO STA.183+57 LT -L- STA. 762+85 TO STA. 183+00 RT -RPA- STA. 23+39 TO STA. 24+50 RT -SRi- STA. 15+75 TO STA. 17+00 LT -SRI- STA. 18+69 TO STA. 19+50 RT -SR F- STA. 10 ��� 82 TO STA. 11 �I 35 LT -SR F- STA.72+00 TO STA.74+00 LT -Y- STA. 27+50 TO STA. 28+50 RT -Y- STA. 37+I5 TO STA. 38+25 RT -Y1- STA. 20+62 TO STA. 22+00 LT -Yl- STA. 20+63 TO STA. 22+00 RT -Yl- STA. 31 I 50 TO STA. 33 i� 00 RT -YIA- $TA. 14+50 TO $TA. 16+00 LT -YIA- STA. 26+30 TO STA. 27+00 RT -Y2- STA. 39+07 TO STA. 40+00 RT -Y2- STA. 52+50 70 STA. 53+60 RT -Y2- STA.52+00 TO STA. 56+00 LT -Y2RPD- STA. 26 t 50 TO STA. 29 �I� 95 RT DETAIL J SPECIAL LATERAI 'V' DITCH (No��o Scole� Nalurvl � 1 �� - Fill Ground F:l o p F\o e� Siape oryP Min. D- 1.OF. -Yl- STA. 29+00 TO STA. 33+00 LT -Y16- STA. 13+78 TO STA. 14+36 LT -Y1DET- STA.79+77 TO STA.21+84 RT DETAIL R STANDARD BASE DITCH �N �to Scole) NoNml Naiural Ground 2�� .��� G�ound d � Geo�e.iae- g Min.D= 1.OFt. Max.d= 1.OFf. 'WFen B �is : 6.0' B= 4.OFf. Type of Liner= Closs B Rip-Rop -L- STA. 71 +12 RT, L=93', 5=2.9% BEG. ELEV=625.0, END ELEV=622.3 -L- STA. 181+50 RT, L=36', 5=1.08% BEG.ELEV=707.4,END ELEV=707.0 -LPD- STA. 20+73 LT, L=46', 5=0.75% BEG.ELEV-661.4,END ELEV-661.0 -Y2- SiA 63-50 LT, L=35', 5=9.3% BEG.ELEV=753.3,END ELEV=750.0 DETAIL X BERM BASE DITCH � Not �a Scole�� G�urnl 1\ o��d 1.� p owr L�".I Min. D =1.0 Ft. B= 4.0 Ft. b= 5.0 F�. -L- STA. 15 I-00 TO STA. 18 I-00 LT L- STA. 36+05 TO STA. 40+90 LT -Y- STA.21+50 TO STA.23+50 LT -Y- STA. 34+50 TO STA. 38+75 LT -Y2- STA. 65+00 TO STA. 66+25 RT DETAIL E L4TERAL 'V' DITCH �Ho�to s�oie� Nv�urol ~'- Fill Gro�nd z�) p ' 1"�L�. Slopc a _ Gea�ex�ile -� Min. D= 1.OFt. Mox. d= 1.OFf. Type of Liner= Class B Rip-Rap 6= S.OFt. -FLY- STA.14-��63 TO STA.15+11 RT -L- STA. 90+57 TO STA. 90+80 LT -L- STA. 152+25 TO STA. 152+63 LT, D=7.5', d=7.5' -L1A- STA. 12+87 TO STA. 13+50 LT -SR F- STA.11+00 TO STA.11+35 LT DETAIL K TOE PROTECTION � Noi �o Scole� OQ _ 1'�ZZF.� 5 ore GROUND d F d �- 2.OFt. �Eor[xnt[ Type of Liner= Class I Rip-Rap -Y2RPB- STA. 73+15 TO STA.14+82 LT DETAIL S SPECIAL LATERAL BASE DITCH ( Nof ro 5<ale) �r --"j F'ill NONraI Slopa ��� a A C Ground 1 A= BA FI. z� D ti' b= 10.0 F.�min) � u � 8= S.OFf .'. C- 8.0 Ft. D= 1.0 Ft. -L- STA. 66-18.43 TO STA. 70+95.02 RT DETAIL L BERM BASE DITCH � No� �o Scole� b u.al ,L.1 � APwv Gro��d 2.� p d Min. D= 1.OFf. B GEOTExTIIE � Mox, d= 1.OF�. 8= 4.OFt. 6= SAF�. Type of Liner= Class B Rip-Rap -RPA- STA.15i�20 TO STA.19+50 RT -Y2RPB- STA.18+50 TO STA 20-50 LT -Y- STA. 39+00 TO STA. 40+00 LT -Y- STA. 47+50 TO STA. 50+25 LT -Y- STA. 53+00 70 STA. 54+50 LT Natu�al Gro�nd ?:� b�` �e� Slope d p (\a Geore.��lo g Min. D= 1.OFt. Max. d= 1.OH. Type ofLiner= Class B Rip-Rap B 4.OF1. DETAIL T STANDARD BASE DITCH �No��o Scale� Natural No�urol Ground Gro�nd 7:) p ,�.� Min.D- 1.OFt � B • VARIES -L- STA. 81+43 RT, L-90', 5=23.6% BEG. ELEV=754.0, END ELEV=732.68 -Y- STA.24+75 RT, B=2', L=34', 5=0.76% BEG. ELEV=664.5, END ELEV=6642 -YIA- STA.20+50 RT, L=127', 5=4.4% BEG. ELEV=686.5, END ELEV-680.9 DETAIL Y BERM 'V' DITCH (Not�o Scale� I I Na�urol Ground 7,-� .�� p d xowY Min.D= 1Ft. `' d = 1 H. -G�o��nlle 6- 5 Ft. Type of Liner- CL B RIPRAP DETAIL NOT USED IN SECTION 1 DETAIL M L4TERAL BASE DITCH �Hm�o s�oie� 1� No�ural G.ound z:l D ti, fi' Slope d GEOiE%TIIE g Min. D= 1.OF1. Max, d= 1.oFt. 'Whan B is c 6.0' g- p F�_ Type of Liner= Closs I Ri�aRop 6-� 5 F�. -FLY- STA.21+25 TO STA.22+50 LT -L- $TA. 9+50 TO STA. 11+15 LT -L- STA. 16+35 TO STA. 17+00 RT -L- STA. 126+50 TO STA.127+16 RT -L- S7A. 197+50 TO STA.199+00 LT -RPA- STA.19+00 TO STA. 20+50 RT -SRI- STA. 14-90 TO STA. 15+25 LT -Y- $TA. 12+81 TO $TA. 13 �-82 LT -Y2- STA. 29+00 TO STA. 30+00 LT -Y2- STA. 34+50 TO STA. 35+00 RT -Y2RP6- STA. 18+25 TO STA. 19-00 RT DETAIL Z STANDARD 'V' DITCH I Nol fo Scalo� ural G�o�nd 7;� ,�1 G�ound D d_ Min. D=1.0 Ft. Type af Liner= PSRM Mox. d=1.0 Ff. DETAIL NOT USED M SECTION 1 `°`" s Stl pLAN VIEW OF�EXISTING LHANNEL� PROJECT REFERENCE NO. SHEET NO. R-2536 2D-1 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC"�N911PQ,] °ll°E ]�]L.s�?V� DO NOT USE FOR A9W" ACpUISITION �'1EbiE1LIM[][11T 1E3�' ff�1Ln1N� DO NOT USF. F R CONSTRUCTION PLANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIEID DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-9560 DETAIL N SPEQAL LATERAL 'V' DITCH �Nolfo S�ale) F�n No�urol p'� �� Slope Ground z:) p F��e` d Geo�ex�ile- Min.D- 1.OFt. Type of Liner= Closs 8 Ri�Rap Max. d= 1.OFt. DETAIL NOT USED IN SECTION 1 uxwFincr NEW STPEPMBPNN- �FIN � 5G SNALL BE TRFATE� ISX RADE� s srec�vxeo xx vux\ iacK � � E% EN;SCt 0 FL�W OF�EX TING CHANNE � � BACKFILL / R1P-AAP� 6ACKFILL� LLA55 I mxN. *� SECTION A-A �TH #5� STONE BACKFI��TE� COMVACTED BACKF2LL SECTION B-B CHANNEL BLOCK DETAIL U NOT TO SCFtF DETAIL AA SPECIAL CUT BASE DITCH �Not�o S�ole) Ground ?:I p A`o�e� ��kh � � P Slopc .. � Min. D- 1 OFt. 8- 4,OFf. -Y- STA. 61+60 70 STA. 63+00 LT -RPA- STA 22+76 LT -L- STA. 62+75 LT -L- STA. 70+65 RT -L- STA. 127 �-21 RT -L- STA.176+90 LT -L- STA.179+23 LT -L- STA. 200+15 LT -Y- STA. 45+55 RT -Y2- STA. 31 �I� 25 RT -Y2- STA. 53+65 RT N;TLNA K SHALL B INSTFLLEO IN ALGOROFNLE WITN TNE PROJELT 5 ]) 6 E ixiERFACE BETNEEx ExlSiixG rnsioai cxnxxei nxo rna xnxxei. a� e a mex�mum or i.o ae�ow rxe xxvenr olrom av e�acK sxou�o ee al e KEsxouio'[x mum or s.o' aevoxo rxe �xmxTs or rxe 5� I � SEEO IN NGLORONNCE WITN Trxo�iiiss x sxnocxe. 6) L L TO E%iENi POSSIBLE OR AT TNE �IRECiION OF TNE ENGINEERFI� DETAIL AB CONCRETE DITCH BEHIN� RETAINING WALL ///�1�, RETAINING 1Na80ND IeI .I�E� yyq�� BREAKER p B� �� NATURAL GROl1ND a„ D= 1.0' 8= 2.0' -Y2- STA. 82+75 TO STA. 84+00 RT PERMIT DRAWING SHEET X OF Y DETAIL AC LATERAL BASE DITCH � No� �o s�aie� .oi I �- I G�o�nd 3,.1 p 31 �,�F�. F�u `Slope I e I Min. D=1F�. �-=•� 6=5ft. DETAII NOT USED IN SECTION 1 DETAIL AI LATERAL BASE DITCH (No��o S�alo) � �ro��d 2:l p M1'� �"lrt. F�li Slope I e I Min.D- 2.OFt. �•� B= 4.OFt. 6= S.OFt. -Y- STA. 29+40 TO STA. 30+00 LT -Y- STA. 45+00 TO STA.45+20 LT -Y- STA. 58+69 TO S7A. 60+75 LT -Y2- STA. 30+00 TO STA. 35+04 LT Oufle� ' � DETAIL AD RIP RAP AT EMBANKMENT �No��o Smlc) 10'min.� D'i1cM1 � 1.a"mi� � 1.5' Grade f GEOTE%TILE -� Type of Liner=CL 1 Ri�Rop DETAIL NOT USED IN SECTION 1 DETAIL AJ BANK STABIULITION AT PIPE OUTLEi �Nor�o s�ale� �_ r _ _��e �` �av, ��� CHryNNEL BE� a.iabl�� Class I Rip Rap -FLY-STA.35���76 RT,L=50' -FLY- STA. 42-03 RT, L=3S -RY- STA. 45-52 RT, L=36' -L- S7A. 181+69 RT, L=50' -L- STA. 198+57 RT, L=50' -LP0. STA.11+87 LT, L=42' -SRI- STA. 16 i� 30 RT, L=50' -SR2- STA.11+42 LT, L-50' -SR3- STA. 13+50 RT, L=50' -Y- STA. 45+00 RT. L=30' PREFORMED SCOUR HOLE DETAIL AP *NOT TO SCALE PLAN VIEW INSTALI LfVfL AND FLUSH WITH NATURAL GROUND SECTION A-A �� PIPE Id = IS" OR 18") s�Og o PSRM INFLOW NATl1RAL I I 1, / GROUND IINER:CLA55 B RIPRAP �h-0�1 \\ // WITH GEOTEXTILE �N,�N.��T�CK DE�AIL NOT USE IN SECTION 1 T0,° OF FLOODPLAZN COIR FZBER - � BENCH (TYPJ MATTING (TYPJ WINGWNI. N/INGWALL � I �GROUND CLASS II RIP RAP� W/GEOTEX77LE FAB '4 t ib' KE�IN (TYPJ 1.0' BURY BELOW STREAMBED- a.a rrr X ` N � LGW P(OW CHANNEL 8.0' ITY� 8.0' (7YFJ SECiION 8-8 �OCITL�7) LVOKING DOWNSTREAM (NTSI LEN6TH=100 8= 4.OFt. D- 1.OFf. W- 4.OFt i08 DETAIL AE BERM DITCH I N�+�o s<oiel oa �� „ 5 0' VAR. 5.0' u VA . to.o'v.c. ?�� D 1.� d Gea�ex�ile J Min. D-1.0 FI TYPE OF LINER= PSRM Mox.d=7.0 FI -L- STA.82'-00 TO STA.89+00 RT DETAIL AF SPECIAL CUT DITCH � Ha� ro s�oia� o,am n�n Notural � A'� �` Slopa Grou�d 9-) p p�° e� pNP r Min. D=1 F. DETAIL NOT USED W SEQION 7 DETAIL BB BANK STABIlIZ4ilON AT PIPE OUTIET �Norm s�oie) �°� - - - �"�°a �ew'` CHnNNE� 0 rva,�amei Closs I Rip Rop -L- STA. 90+55 LT, L=36' -Y- STA. 58+00 RT, L=30' DETAIL AQ FILL IN POND W/ROCK PLATING � rvo� ro s�oie� RWCa tINE � VARIES �\ �j, Existing -� � �0, -N.W.S. \� CLASS IRIP-RAP -L- STA. 168+20 RT �No�lo Scolc� �NaNral Fill Ground z:) p �� t"��. 5lope d GEoiEXTItE� g Min. D= 2.SFt. Max.d= 2.5F1. 'WFen B ic . 6 0' B- 4.OFf. Type of Liner= Class 8 Rip-Rap 6= S.OF. -Y2- STA. 54+58 TO STA. 55+25 RT -Y2RPB- STA_ 1h+20 TO STA. 16+50 LT TOP OF rL000PLAIN COIR FIBER MATTING - � BENCH WINGWPLL WINGWALL COIR FIBER MArrzNc - CLA55 II 47P RAP W/ 6EOTEXTILE FAB PLACE FILI � �� ��NATURAL � N GROUND L9KEY-IN ITYPJ `�_�� L� 7.0' BURY BELOW STREAMBED � - CHANNE� VARIES VARZES 0'-8' 8.0'-9.0' SECTION A-A �INLEI7 LOOKING DOWNSTREAM M"�S) LENGTH=l23 CULVERT INLETiDUTLET DETAILS -L- STA 65-84 DETAIL AR STANDARD BASE GRASSED SWALE (Notfo Smle) Naturol Nafural Groun �R - ��R Groun F��FR � o���. 'NOTES: 1� LONGITUDINAL SLOPES 6ETWEEN 0390 AN� 6.0%. 2) MO�IFICAtIONS MAT BE NEEDE�,AS APPROVEO 6Y ENGINEER. DETAIL NOT USED IN SECTION 1 DETAIL AG CHANNEL CHANGE ( Noi to Scale) � - - N � rol Prapozed ��o��d�_ Nptural FiII5lope � GrounT ?:� p 1"iFt. �� J� d GEOTEXiILE B Min.D=2.O Ft. �E.isl.Chonnel Mox.d=2.0 Ft. B=Vories Type of Liner= See Below 6=5 Ff. -L- STA. 62+40 TO STA. 63-11 LT, B=4', CL B -L- STA. 63+95 TO STA. 64+35 LT, B=4', CL B -L- STA. 64+90 TO STA. 66+24 RT, B-4', CL I -L- STA. 127+16 TO STA. 133+50 RT, 6=4', CL B -L- STA. 133+50 TO STA. 135+00 RT, B=5', CL 1 -L- STA. 135+00 TO STA. 137+05 RT, 6=5', CL B -L- STA.152+63 TO S7A. 156-q3 Li, B=4', CL B -L- STA. 176-80 TO STA. 178+30 LT, B-3', GRA55 -L- STA. 178 I� 30 TO STA. 179 + 34 LT, B= 3', CL B -L- S7A.183+25 TO STA. 183 �-90 LT, B=2', CL B -RPA- STA. 21+50 TO STA. 22+77 LT, B=4', CL B -SR2- STA. 56+28 TO STA. 56+78 LT, B=6', CL 6 -Y- STA. 13+82 TO STA. 15+99 LT, B=4', CL B -Y- STA. 43+91 TO STA. 45+92 RT, B-9', CL I -Y2- STA. 30 i� 61 TO STA. 31 �I� 50 RT, 6=6', CL B -Y2- STA.53+47 TO STA. 54+35 RT, 8=6', CL I -Y2- STA. 56+28 TO STA. 58+78 LT, B=6', CL B DETAIL AK DETAIL AL STANDARD BASE DITCH STANDARD 'V' DITCH � N � ro Scole) � No� to S�ole� �ral G�aund 7� ti�� Ground N d D rva�ural � o+u.al Gro��d z Ground M��. o=is H. :� p ti., B Moz. d=1.5 Fi. �wFen e is < 6.0' B=3 Ft. Min. D 1 Ft. -Yl- STA. 27+25 TO STA.27+60 RT, 5=0.60% Type ofLiner= PSRM BEG. ELEV=778.68, END ELEV=778.47 DETAIL NOT USED W SECTION 1 -1'- STA.44+00 RT, L=30' S=2.6% BEG. ELEV=6662, END ELEV=665.5 DETAIL AX LATERAL 'V' DITCH � Nor �a Scvle) ��,ai � rai o��d �, �- ry> •ht. S�oPe D Min. D= 1.SF1. h= S.OFf. DETAII NOT USED IN SECTION 1 lOP OF FLU"ODFLAIN BENCH W INGWALL A9 DETAIL AS STANDARD BASE DITCH I Nm ro s�oie� No�urol Naiural Gro�nd ?�� ti�� Ground d � Geoee.��le g Min. D- 1.OF. Max. d= 1.OFt. •When B'is : 6.0' B= d.OFt. Typc ofLincr= Clvss I R'ip-Rap -FLY- STA. 14+63 RT, L=52', 5=1J% BEG. ELEV-649.9, END ELEV-649.0 -FLY- STA. 18 �i 90 LT, L=47', 5=14.9% BEG. ELEV-685.0, END ELEV-678.0 -L- STA. 8+95 TO 9+50 LT, 5=11.4% BEG. ELEV=564.0, END ELEV=570.5 -L- STA_ 48+00 RT, L=47', 5=12.3% BEG. ELEV=690.5, END ELEV=684.7 -IPD- STA. 13+50 RT, L=36', 5=11.9% BEG. ELEV=689.0, END ELEV=684.7 -Y- STA.45+00 LT, L=50', 5=11.2% BEG. ELEV=698.0, END ELEV=692.4 -Y- STA. 45+85 RT, L=40', 5=12.6% BEG. ELEV=674.5, END ELEV=669.5 DETAIL AY SPECIAL NT DITCH � r�o� io s�aie7 F�o�� � � on�n �ral J_ p'� � Slope Gro��d 7:/ p E� �ec Min. D= 2.OF. DEfAIL NOT USED IN SECTION 1 COIR FIBER MA77ING QENCHF FLOODPCAZN WINGbVALL WINGWALL � Nnrusa� GROUND N �LSKEY-IN (TYP.J ., 7.0' BURY LOW FLOW `QELOIN S7REAMBEO CHANNFI , DETAIL AH SPEQAL CUT DITCH � H i m s�oie� r,o � o' o�rm Gr�ral A' ound 2:/ p F�ot�s� o d Min. D-1 Ft. Type of Liner= PSRM Max d=7 Ft. DETAIL NOT USED IN SECTION 1 DETAIL AO LATERAL BASE DITCH urol INo�ro Scole� ,o��d � - 'I 3.� D 3.\ ,�iF�. t �Fill Slope � p I Min. D=3 R. l�.l 8=5 fl. b=5 H. DETAIL NOT USED IN SECTION 1 DETAIL AM BERM BASE DITCH �Hoe�o Scale� b �7 vrol 1\ RDWY- G�o��d 2:� '- p d Min.D=1.5 Ft. g -GEOTEXiIIE � Max.d=1.5 Fr. B-2 Ft. 6-5 Ft. Type of Liner= Class B Rip-Rap DETAIL NOT USED IN SECTION 1 DETAIL AT MEDIAN V �ITCH �Harm s�oie� SFovlder SFo�lder i�� FO/ A1 �� Poi�� . \o ec DETAIL NOT USED IN SECTION 1 (No�ro SmleJ �Nam.ai - rai �rou�d 7:i p 1'� �"�c'. sioPe d GEoiEXTiIE g - Min.D= 7.OFt. Max.d- 2.OFt. -wMen e is � 6 a� B= 4 Ft. Type af Liner= Class I RiErRap 6= 5 Ft. -Y2- S7A.57+90 TO STA. 59+00 R7 -Y2- STA. 55+25 TO STA. 56+45 RT, D=2.5', d=2.5' COIR FIBER MATTING W ZNGWALL CLA55 I RIP RAP W/GE07EXTILE FAL3 NA�UHN.. GROUND 15'KL) IN (7YPJ OUlLE7" CHANNELIMFROVEMEN7S INLEi CHANNELIMPROVEMENTS � LOOKlN6 UOWNSTREAM �N'�S� LOOKING DOWNS7REAM (Nr5) �� LENGTH=56 LENG7H=53' NLVERT INLET/OUTLET DETAILS -L- STA 153+70 �EAMGED PROJECT REFERENCE NO. SHEET NO. R-2536 2D-2 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC"�N911PQ, °ll°E ]�]L.s�?V� DO NOT USE FOR A9W" ACpUISITION �'1EbiE1LIM[][11T 1E3�' ff�1Ln1N� DO NOT USF. F R CONSTRUCTION PLANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIEID DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-9560 DETAIL AN CHANNEL CHANGE ( NOf }O $COIe) � - NaNral Natu�al -ProPosed Gr-nd � FiII5lopc � ��o� � z..� p �„��. -'� �J� d r- vsann�� e Min.D=3 Ft �Exisf.Channel Max. d-3 Ft. B=5 F. Type of Liner= PSRM 6=5 F. DETAIL AU RIP RAP TRANSITION AT JURISDICTIONAL STREAM I�o,�o s�oi<I Noru Go�urol e,o��a .o �d -� r- ProP. Di�ch Grode � � NWS FINer - \ -J Fab.�c ��, CIA55 B RIP RAP -L- STA. 8+85 LT -L- $TA. 128+05 LT -L- STA. 197+46 LT -Y2- STA. 35+15 LT DETAIL BA STANDARD BASE DITCH (t+o��o Scale) „�ai Hm�.oi Ground 7:� D .�� Graund d Geo�ex�ile- B Min.D= 2.OF. Max. d= 2.OF+. wFen B�� < 6.0' B- 4.OF1. Type of Liner= Closs 8 Rip-Rap DETAIL NOT USED IN SECTION 1 NA7URAL GROUND EXCAVA770N ' "" "�- CLASS I RIP RAP W/GEOTEX7Il.E FAB ti' �5' KEY-IN ITYPJ I 6.0 INLET CHANNELIMPROVEMENTS LOOKING DOWNSTREAM (N75J LENGTH=35' DETAIL NOT USED IN SECTION 1 DETAIL AV LATERAL 6ASE DITCH ( No� �o Scale) �ural Fill Ground z�! p �,'� 1"h1. slope d G[Oi[xn�[ B Min. D= 2.Off. Mox. d= 2.oFt. `When B'is < 6.0' B= 4.OFt. Type of Liner= Class 8 Rip-Rap 6= S.OFt. -L- STA.156+43 TO STA.161+00 LT -Y2RPD- STA. 15+35 TO STA.20+27 LT -L- STA.181+69 TO STA.182+25 RT -l- STA. 198 I 00 TO STA. 199 I 50 RT -SR F- STA. 11+32 TO STA. 12-75 RT -YZ- STA. 35+04 TO STA.40-50 LT -Y2- STA. 59+00 TO STA. 62+00 RT DETAIL FALSE SUMP (Noito Smle� Median Ditch 9 -.{ 2 �.- �see enan eeiowl - �� zo� -�I GI � S - e}c. S=Difch Slope CE Proposed Ditch NATURAL GRWND + CLA55 " RIP RAP W/GEOTEXTZLE FAB EXCAVA7ION KEY-IN (7YPJ OUTLET CHANNELIMPROVEMENTS LOOKING DOWNSTREAM lNTSI LENGTH=45' PERMIT DRAWING SHEET X OF Y 6 � � r � � W W _ N w W N O O -{- � � � � J I w Z J _ V H � PERMIT DRAWING SHEET X OF Y j' DETAIL SHEET FOR SITES 8& 9 PROJECT REFERENCE NO. SHEET NO. R-2536 l2 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ����1���.�' �' �d.a�N� DO NOT USE FOR > W ACQU[SITION 1�db�lLdh�AIN�a IB�Y Il�1LAN� DO NOT USE FO CONSTRUCTION � DENOTES FILL IN W ETLAN D �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER � DENOTES MECHANIZED CLEARING 1 O OM W +r Z�� JMw = r W ��N gNW Z I W JN I PLANS PREPARED BY : 50 25 0 50 100 �� � SCALE RUMMEL, KLEPPER 8 KAHL, LLP FOR —L— PROFILE SEE SHT. �OS 900 RIDGEFIELD DRIVE SUITE 350 FOR —Y2RPB— PROFILE SEE SHT. 144 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 876-9560 6 PROJECT REFERENCE NO. SHEET NO. � Nq p 8'/ R-2536 l2 � ��� W 95 RNJ SHEET NO. � � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER \ , � � _ , -� , _�---- � � , , ����, � -- -- . �. _ _, �3� a � ; �,., _ _ _--__ �-� �� � _ �`�� V�\ \ �s. PERMIT DRAWING SHEET X OF Y DETAIL SHEET FOR SITES 8& 9 `1NZZ-AA �, = � SITE 9 ; A SO-AB�S I-AA r \\ �:�� � . - � r LATERAL V DITCH SEE DETAIL G I— �----------------------------- � BEGIN TEMP.IMPACTS BEGIN PERM.IMPACTS IN SURFACE WATERS TOE PROTECTION HW SEE DETAIL K w ---- IN SURFACE WATERS N -� . � I� � II 2GI FS ------2GI �'g" CP-111 ___�� 2�ELBOWS I � / � � __-- ROD & WG W. FS F —__—� — N z�i O n � � i O _ -{- � 120+00 /25 00 zci � S ll° l5' 47J" E zG FS � � n A J_ � = 15" RCF 2-2GIs 75„ 2 I 30" R P-III FS 30" RCP-I II 36' '- --- & 2G1-A �/ Z � . � 2GI-A � —__ —_----_ C J� ` ��.. --- _ --- — BEGIN PERM. IMPACTS � F ___--------- IN SURFACE WATERS (� � ------ � �� F�' � — — — — .. j\ � LATERAL BASE DITCH � /f $EE DETAIL M � \ 1 � � � BEGIN TEMP. IMPACTS : �� IN SURFACE WATERS ,�i'`� F � DENOTES FILL IN W ETLAN D �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER � DENOTES MECHANIZED CLEARING ����1���.�' �' �d.a�N� DO NOT USE FOR �> W ACQU[SITION 1�db�lLdh�AINr� IB�Y Il�1LAN� DO NOT USE FO CONSTRUCTION VfL BLOCK --- iSETAIL U_ _ vr�-.,,�.." ._�_ . _ _ — — — — CHANNEL CHANGE :SEE DEFAJL AG vL� %' .' � . i ! —I , ., ' .. ,. -- S�-'4'°` S ITE 8 0 � O OM W +r ZOH JMw = r W ��N gNW Z I W JN � PLANS PREPARED BY : 50 25 0 50 100 �� � SCALE RUMMEL, KLEPPER 8 KAHL, LLP FOR —L— PROFILE SEE SHT. �OS 900 RIDGEFIELD DRIVE SUITE 350 FOR —Y2RPB— PROFILE SEE SHT. 144 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 876-9560 770 760 750 740 730 72� ���_, _:: - _.. , I _ � L ;. .:: -_ L .. .. �� .. . . .. i_�.. '^. _ __. _ _ _ _ �. � _ _. _ � �_ _ � ; PROJECT REFERENCE NO. SHEET NO. ROADWAY OESIGN HYDRAULICS . ENGINEER ENGINEER ; I , _ __ _._. -- . . _ _� , GLI � __ _ — '. i dN��iM[]�1Li: lE 1��,AN� DO NOT US& FOA d W ACQUISITION _ I ]PIb1E�,do9[I�7 1E8� ]PII.?�N� ,,, DO NOT ll5E FO CONSTRUCTiON ITE - -_ ,�� S 9 � , �� � i -I = _ �, . � � . -1-H- . : -I � , �; -L- 129 + 64 �, �_ ., ... ... .. .,,. . '. I ....._ _ ....._ .. � ._ _ I . . . .. . — PERMIT DRAWING ' _ �Illlllllllllllllilllll�ll�llli� I I I �I �� ' ,��'— _� =a _ , SHEET X OF Y _ _ — ——._�--—_. — _; ;_. ,: ; �, � � �� �� � � � � � - �� � �� � �� � � � �� � � � _ '��� � I, '��� �� I�� � I� �� � I�� � I��,��� �� I� '��, �� I��' � I�� �� �� I�� �� �,,'� � I� '� � '�i II; ' � � � � � � � � � � � � � � I'��� �� �� �� �� � �� �� �� �� � �� � � ��� �� ��� �� ��� ��� ���� ��� ��� �� ��� ��� ����� �� �� � � 'i 'i � �� � � � I� � � � I� � � � � � i �� '�� '� � '�� '�� '� � '� '� '� - �� ��� �� � ��, � �,�, �,��,�, ��,�� � �,�, � �� � ��,�, � ��,�� � �� �, �,� � , I'rl �� ,� ' ,�� ,�� ,� ' ,� ,� ,� � I�i �� '� '� � '�� '�� � '� '�� � '�� '� '�� '� � ',� 'i-� � � � � �� � �� � ��� �, ��,�, ��� �, �,�, �,�, � ���� � � �, �, ��� I� � � � � � ��� � Ii II��� � '�� I�� '� � '�� �'� �'� _ �� �,'�� � ��, � �,�, � ��,�, ��;�� �„ '�, � �� � �� �, � ��,�� �, �, �„ '� II I'I� I�� '� � '�� '�� '�� � '�� '� '� - � � � ��� �� � � �� �� �� � � � �' ��' r ' � � � � �� �� -� I�� �� � �� � ���� � �� �� ��� �� ��;�� ��� �� ���� ���� � ������ � �� � ��� � � : - - - - - ------- - - --- - ---- - ---- _ -- ---- - ---- --__- _____ � � � � � �� � �� � � � �� � � � �� � � �� � ' -� =� -��-�-���� ���� �� �._,_ __ _ � � � � � � � � � � � � � � � � � � '� � - � _ _ _ _ � �� �� � �� � �� � �� � - _ /� � � _ _ '�� '�� �, , , ,�� '� '�� I '�� '�� '� � '� '� '� , � � , � , � � � � � � � � � � � � � � � � � � � � � - -- � �� �'H-H�I�H�rHI� � - ,�� � �� _ ���� � � � � � � � I'I 'I I r� �_r-- � � � J_�_ � ' �����������-�-������-�-��������,��'' .'--- . 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SHEET I `-_�iZT R-2536 X-7� 60 70 80 90 100 110 120 130 140 150 GLI _ ........... .. ..... ...... ...... . . .. ... .. .... . L . . . ...IJ�.. 765 _ ---- --- - - I� } -Y2RPB- 760 Sta. 13 + 27.09 = EL = 746.34 'I ',� �� �� —� - 755 - : __ __ ..._ __ ..... - _ _._ _ _._ I-- --- _ __ _ __ _.._ -- - - --- .. _ __ I ,, 750 - - - - - . _ _... - � _ 0.020 6: � 6 � 0.020 � 745 I - - - _ _::: s o.079 0.079 � — --- --- -- ' _— -------- -------- --- -- -— — - —-—_ 2y 740 - - � D. P. 744.915 735 �_ _ I �"03� 'il-I-�-11� H-i-H�-HI-I-I FH-I-HI-I�-HI-11� H� � I I i I I I I I � I-i I I I I I M'ETLAND.. �_; — ---------------- 730 _ — ----- — ------ �--- ------- — -------� � --____ ,—.--_------- 725 �/ — 73004 I 128 + 5U�.00 _ _ - - Il�ll1l II��I�I II � �� i � � � �2o I�_I III�II:III IIIIIII�IIIIII I�II'�� � ����'III �II�'!!�ii'illlliiiill IIIII III III III 765 760 -- 755 750 I- - 745 - - - 740 735 73D------ 725 720 I �� i------ _ _730a9F 765 760 Ir r 755 r r 750 r 745 i 740 r . ._ _ --- --- 735 730_-------------�� � —. 729.83 725 750 140 130 120 110 I'�IIIIIIIII �I r. .,, ., . . 765 760 755 � �I � 750 745 I'� ------------�40 __----- T--- 735 i ti� 731.36 ��, 730 � 725 iiiiii iilll � �� 720 I 765 I I� 760 i ,� 755 � I i I 750 �I I I I I I I � 745 -------71/0 735 _., � 732.87 i I 730 i - I ' 725 ' ,I � � I 720 � ' � 765 �� � �� � �� �� � �� � � -Y2 RP6- - Sta.12+26.14 ' ' ' ' ' - -- -- ' -- -- - 760 EL = 746.14 , , , , , � , � - - r _- - -- - ' -- ---- - - —_� __.- I �-_ _ : : _— ---_- ----- _ _ ___: _— : __: : - —__ _ _ --- - - 755 �,� i �� �����I -- -- -- - -- -- -- - I ;- ; 750 0.079 0.07 0.020 6:1 6:1 , 0.020 `� i � ---- � �— —.— - - - - - - i 745 ., , ' _ - � I � � — --- , --- -- _— ?.� __ L � N _ _ � ,Lp09.� D.P. 744.150 -- --- - ---------�Q_ --------------- ----------- c—, -�� __---------- 735 ------------------ �---------------- � -------- �' 734.39 � - 734071 - _ - _ 730 �_ ' i 127+50.00 ;i_ _i _ i __ , - ����i���iiiii��������� I - , , i - � i � , , i - .. � — .. _. - . i_ � .—m_Li i7 Ci i � n_i7 Ci i � � i_ i� . . . . . . . i . 725 _ _ ___ __. :._ - _ _ -_ L- 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 750 770 300 280 260 240 220 200 180 160 140 120 100 80 60 40 �60 _Y�RPB_ SITE 9 �-� sra. , �+ 2 �. �� D. �z � 750 �+ EL = 743.14 =L- - . 740 _. _: 0.080 : 4.1 - - --- 4:� 'y'� __ i -_ _ i -______ '�—� 730 2�� � ----------- 728.43 --------------------- , :,` 720 ---- 7/0 ---- �- --- --��-�_ , r-- ---�- --J-- , � � ���_�-,_-_� � 20 0 20 40 60 6:� 6�_ 0.020 � ��---- � -- --- � D. P. 750.551 7/9.2/ ����� ��� �� ����� ������ ������ 0 10 20 PROI.REPERENCE N O. SHEET NO. `� %ii� R-2536 X-80 80 100 120 140 160 180 200 220 240 260 280 300 770 PERMIT DRAWING G�� �60 :_: SHEET X OF Y �50 : ?�� ------_ 740 ---- -------- - - - 730 --------- T'__ ---- _ _ _ _ — — — — — i ----------- ?.� ,,�� � _� ,_ 720 719.23 i'. - - - - _ 7/0 � _ __ ------------ 770 = . — --- -- — 770 i- -- - -_ - -- --- L ,I - , 760 i -Y2RPB- i _ --- Sta.16+70.00 : 0.020 _ 6:1 6:1 0.020 _ 750 � __ EL = 743.26 - �-__- --� - �I __ ..- _ ; --._. 740 -- :- . - 0_O80_ �-- 4. 5,q8:1 D.P. 749J89 2,� 1 2�, 73'0�---------- - ---- --� ----- -- 720 725�f5 ----------------------- 720.69 ---------------- -----------� ---- ------ `—' 132 + 00 00 ---------- �' �� IIIIIIIIIIIIIII'IIIIIIII�IIIIIIIIIIIIIIIIIIIIIII' 720.75 ���� �I ��o i-- -�� • ; �,i i i i i i i ,i i i i i i i 760 750 740 730 720 �io _ _ _ � --- -- ___ , � � __ ;�__ � � ��;_ ' j ��o - - . _ _ . _ , , I'I- ��o i _ - I --_ __ _ '. _ - =- - �, ----- - ----- ------ - _ I � � 760 I I �� 760 _ _. _ - , ' Sta.16+20.00 Y2RPB- i I 750 I-: � I � I i i i i EL = 743.59 0.020 6:1 6� 0.020 �, 750 -. �. _ ,. , I� i i i �! _� -- - ' ' 0.080 _-- 5.98:1 � � ! � � � � 740 � - 4:j D.P. 749.026 2.� �., _ 730---------__- ---- ---- --- ---- --722.55-------------- ------------- 720 ---------------- �------------- - `l 131 + 50.00 �io �- � � — � � __— _ _ —_ _. ��o 760 750 740 730 720 7/0 770 760 750 740 730 720 7/0 -_-_------ 740 -------------- ---- --� 730 ''� .- "�'L'� 720 I 722.26 , �� _ � �, �, �io - -- -- _ � , ' ' , , ,. , , , ; - -,,.,,� �- ' : ' _. ' _,_ _ : � Sta. 75 744 �3 i I- - - - - --- ' -- --- --- _ = EL I . I � _ , _ 0.080�_ - 4:1 5.98:1 _ 0.020 �-D P., 748. 64 � 0.020 - � 2, I � , I I � � ------- �.� - - � ------------------------- ----- % ------- ------------ ---------- 724.62--------------------- -� -------�\_/- 2:)�/'L'� ------------------------ 723J8 � � � � � � 131+00.00 -- -- =- - _ _ � � �- _ �- _ - _ � -- �.=C 'i�,�.�.. ..�.�.�.. ..�.�..�. .�.�...�. �.�.�._�. .�.� ....:................ :.. :. �-�iii�l'I i � - i� i ii �::... �..�.�.�. �.�.i�1�. i ' _ I�.�. i �� '_rl-I i1 '� i i � ��1 ...................i. Sta. 15 + 25.00 EL - 744.68 6:� i - � I.. : . . :�_-�- 6:1 6:1 D.P. 747.502 -_� . -. � _ ?'I --------------------� 726.// ---------------« --------------- -------------- -------- �—' 130 + 50.00 _i_ i� , __-� ___ � r� �, -� � _ „� � _ _�-, � � � ; . . _�_ .___ ___ __ _L- 300 280 260 240 220 200 180 160 140 120 100 80 60 40 20 0 20 40 60 80 100 , � - - I� '' --- - -- -- - -- - - ----- - � \.i`L -------------- 725.29 - -- - - --- I-I =------ - ---i , -, , �- - � -- - ' - - - --- - ----- _ __ --- _ _ 120 140 160 180 200 220 240 260 280 300 ��o 760 750 740 730 720 7/0 770 760 750 740 730 720 7/0 DETAIL SHEET FOR SITES 10 & 11 31N TEMP.IMPACTS SURFACE WATERS �A�-8�9� GLI PROJECT REFERENCE NO. SHEET NO. R-2536 /3 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER gNC�A1I1P1L'� ]E 1P1LAN� DO NOT USE FOR I W ACUUISITION 1��81E1LIN�IIV 1E8�' IlD1L.�N� DO NOT USE FO CONSTRUCTION �1 1 1 �I :1 1 1 ' 1 '_' � DENOTES IMPACTS IN IN PERM. IMPACTS SURFACE WATER SURFACE WATERS � DENOTES TEMPORARY IMPACTS IN SURFACE WATER PERMIT DRAWING SHEET X OF Y °GIN PERM.IMPACTS I SURFACE WATERS BEGIN TEMP.IMPACTS IN SURFACE WATERS PLA�YS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 2 7609-3 9 60 NC LICENSE NO. F-0112 •(919) 678-9560 i i�i: ;_.... _ .... ......... ......... ......... ......... ......... ...... __... I .....�...� . ......... ......... ......... ......... ......... ....�..._ i........ ........................ ........................ ........... .................... �........ .... ... ... .. . .... ... . .... ... ... .. . .... ... . . ... . ...i. ...: . ... . . . .... . . . . . . . . . . . .. .. . . .. . . . . . . . ... . ... ...... I ....... ......... ......... .................... ......... ......._ .......... I �„.. �„.. ... . . . . . . . . .... . . . . . ._ L.... . . ... ... .. . . .. .. .. .. I... .. 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STREAMBED . �. � — - - - - - - - � � � ALONG CULVERT CENTERLINE � ._..... ....._ _-___.__ ... ..__ I� ....... .. . � ._ -. _ _. 1 i, 1 J-..-L - _. __ ri, . _I . . ____._:______. . . . .. . .,_ _'-:_- -...- _'— -__ _.__ , . . . . . . . . . . ........__ _ _ _ I�.�.�. .�.�.�.�. .�.�.�.�. .��.�.�. .�.-.�.�. .�.�.-.�. ...... . .... . . . -300 -250 -200 -150 -100 -50 CL 50 1-00 150 200 250 300 350 400 450 __:__ __:__ . i __.._._ . . . . . . . . . . . . . . . . . . .__ I�k#��I I � � _, , , , _ _ ��. ��. . . . . . . . . . . . . . . . . . . . . ._'__—___—_rr.... . . . . . . . . . . . . . . . . . . . . . ._ _ � � � PROPOSED 2@ 8' X 8' RCBC � �� ��� ������ � � � � � PROJECT REFERENCE NO. SHEET NO. ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER dN��iM[]�1Li: lE 1��,AN� -� DO NOT US& FOA d W ACQUISITION ]PIb1E�,do9[I�7 1E8� ]P]L?�N� DO NOT ll5E FO CONSTRUCTiON PERMIT DRAWING i SHEET X OF Y ��� i�l�i�� nTm�� nTm��Ti i� ri�iTrriTrri��-Y7�7 � litttr�tl -� ..�. ....... � . __.. i __.. . . �__.. _ .__� . . ... , . �. ..... . . . SILL DETAIL PLAN VIEW CROSS SEC7/ON ,.o- /.0' f 2p� 1 FLOW SILL II 5/LL ACE SILLS IA' INSIDE CUWERT AT INLET AND OUTLET. TNE MATERIaL CON51575 OF NA7ERIlY THAT IS EXCAVA7E0 FROM iHE Si"REAM .-0 OR FLOODPLAIN AT 7HE PROJEC7 SRE IX/RING CULVER7 CON57RUCTION.ONLY iTERIaL THAT IS EXCAVATED FROM 7Hf STREAM BED MAY B£ USEO TO LINE �E LOW FLOJ✓ C(/LVERT BARRELRIP RAP MAY BE USED TO SUPPGEMENT THE TNE MATERICL IN rHE HIGH FLOW CUWERT BARRECf51.IF RIP RAP l5 (/SED � LINE THE HIGH FLCW CULVER7 BARRELlS1.NATNE MATERIAL SHIX/LO BE PLEO ON TOP TO fILL VO105 ANO PRO✓IO£ A FLAT SURFACE FOR ANIMAL iSSAGE.NA7NE MATERIa. i5 SUBJECT TO APPRO✓a. BY 7HE ENGiNEER PND IY BE SUBJECT TO PERMIi CONOITlONS. 760 750 740 730 720 710 / 00 690 6 � m � v � � v ` TDE INSET A O r � TDE SITE 11 S L-AB ���,.. � � W _1 1"� Z^� -J ln W _ �-- W hU- � N <NW J N I ��a--__ PROJECT REFERENCE NO. � DENOTES TEMPORARY � R-2J`.3G _ _' IMPACTS IN SURFACE WATER � SK�AB � SHEET NO. � ROADWAY DESIGN F DENOTES FILL IN �\ ENGINEER W ETLAND / �� ..\ oy \\ / � � , . . �� d���1���� ; \ LATERAL/BASE DITCH � �� _ � SEE bETAIL AV � ""� ��_ ���� —�� � , �' _—___F /60 I �_ SHEET NO. HYDRAU ICS ENGINEER �' �d.a�N� DO NOT USE FOR �> W ACQU[SITION 1�db�lLdh�AINr� IB�Y Il�1LAN� DO NOT USE FO CONSTRUCTION ,�,. Nq ,��" , � � � ( � 8'�9s ���_ � � � � � � � �--_ _� �- � PERMIT DRAWING � SHEET X OF Y � ��_ �� �,,� ��� � � � - n � w � o ,_, / GRdDE�� � BERM DITCH r� D�41 � SEE DETAII O � /� ���, �� � BERM DITCH � \778�% � . - � _ SEE DETAIL A . , . ' � . . [�85-5"` "" — i �\ �����___--___—_--. —_ ---___�� � �� B O � �� _ --L�� �� T C2GI .. �. --- � FS 2 E FS �� __---_ ��ROD 2GI FS 2GI 165+00 2GI �/�!�� //, FS z�� ---- - �`/ i \ — 111 � � 15" � � C .. — F. __------ -------------------------------- � ----- _— _---- � � � � . REM� : � :_iG . . _ J� � yE i � . � . L.- � \ �-� '_ . / _ � � LA7ERAL BASE DITCH J / . I � � � � \ _ � � � i '� . SEE DETAIL B � i '. ' , � �� ' � _ / � � � C " GRADE TO DRAIN � A R C W FIIL IN POND LATERAL BASE pITCH ��; PR_AR W'�ROCK PLATING ;� SEE DETAIL V � . / � I 1 �J �J � SEE DETAIL AQ � �� � �� � ', �' �� � � , � � � � �� - -- - � v � � 1 �/��� �� m ; � ; � � �' �1� � � ....... '� I �\\ _. � _ � � f � -�� � , ,� ; ___ � � � ;, , . . . , ___ � ........ r ��I � � W � — ,—��� N — W V..� � + I70+00 � I-- N I J � �', . FS 2GI . W �- �5��. 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DETAIL U PROJECT REFERENCE NO. SHEET NO. R-2536 /5 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dIVC��I�1LE lE 1�1L.�N� DO NOT USE FOR > W ACQU[SITION 1�db�lLdh�AIN�a IB�Y Il�1LAN� DO NOT USE FO CONSTRUCTION PERMIT DRAWING GLI SHEET X OF Y —BEGIN TEMP.IMPACTS IN SURFACE WATERS � SITE 15 � L4TERAL V DITCH w SEE DETAIL G LATERAL V DITCH w \ SEE DETAIL D = ,,___ N —_—_----_— ----F W W � N z�i z�i � 15" RCP-III = m O � � T � 2GI ^ FS 2GI-A M 24" RCP-III � IS" RCP-III FS r � r N I J / 66= p � � m� BLR'Fo A, SEE INSET B 3o csP o� Z '�� �% ROD & L G i--- J �• "' '•� "II�� � . ,��+,<�./�`��`} � �� F' \ . .:. .euc�k2c'� u� t��n � w ,/ � • ee.:-e`scu:vpimnsnwseC :� n�a. .. • � 1T ...... , . , � .kcc:::�5 ��t��i:. ' .. '..- � • . ;. � INSET B BEGIN PERM.IMPACT IN SURFACE WATERS C ISTANDARD BASE DITCH SEE DETAIL R BANK STABILIZATION AT PIPE OUTLET SEE DETAIL Al BEGW TEMP.IMPACTS IN SURFACE WATERS TERAL VJ j DITCH SEE DETAIL D SJ-AB PLANS PREPARED BY : 50 25 0 50 100 �� � DENOTES IMPACTS IN SURFACE WATER SCALE RUMMEL, KIEPPER 8 KAHL, lLP �DENOTES TEMPORARY 900 RIDGEFIELD DRIVE SUITE 350 IMPACTS IN SURFACE WATER FOR -L- PROFILE SEE SHT. ��O RALEIGH, NORTH CAROLINA 2 7609-3 9 60 NC LICENSE NO. F-0712 •(979) 878-9560 6 � � �'I �-------�----------------------= � � � � �__'-'-iy� \ � � � � �� INSET A , � � � �� �� � . _ , , .� , -- , � ;� — ==_ - — � _ , ,\, �� — , �__. '�' 09L �A � A� A _ � �AP. �� ��� — __ — �� 09� �\ `� 65, .- . � . � �_ � � . � � �. A � �-�� V — � �� A � � A A ET.. � B � .. -� � � . . � � �_ � � _ BEGIN TEMP.IMPACTS 7N SURFACE�ERS �o� ��F ��e , \ BEGIN PERM.IMPACTS— � � 8��`' � � \ �, 1, � � � IN SURFACE WATERS � � � _ � e �� � — �� , W---__ —.___. � i C_�� �� �.. \ . V..� --.— . ... __ ... /. N '.�i? _�---� W 2GI W � N O O + 0 /70+00 Q F— N I J I . �S���SP �. // & `VG /'� �p i µ i ' \ i > � �� Fs 175+00 �` SITE 13 ��3e, SITE 14 � SK—A iITCH SEE `^ �CHANNEL CHANGE DETAIL G ,_� SEE DETAIL AG ��j CHANNEL BLOCK SEE DETAIL U 2Gl FS W . 6� Z � � ����. `. �� �\ \ � � � —' � . F � i J �� . ' � � ��� , � � � � TdE PROTECTION 2 � ,,� S�fi DETAIL I � ' � � \ V -- �_�_ i � �__ �/ ,. �`... ______ �i Q. —__—_----_-� tyg ` . . G . - `\ � � \ � ' . J .� �'6 � �\ �� \\ ` ` � \ \ \ �� — > �— � �_ n� 1 � _ � ���. \,, � \, „- � RO ELBpK,s D�& lUG � \' \ / SI—AB E INSET A BEGIN PERM.IMPACTS ! IN SURFACE WATERS HW CHANNEL CHANGE J� � - . __ SEE DETAIL AG / � INSET B .,-. � ��� � ��!_' � ♦ / : • � . . c�� /%< / ,�� �� PROJECT REFERENCE NO. SHEET NO. R-2536 /5 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dIVC��I�1LE lE 1�1L.�N� DO NOT USE FOR > W ACQU[SITION 1�db�lLdh�AIN�a IB�Y Il�1LAN� DO NOT USE FO CONSTRUCTION PERMIT DRAWING GLI SHEET X OF Y ) �� , \ �� � _��� �_ ���'sa � � � / � � 74� � � / , � _ ��_� � IN TEMP.IMPACTS SURFACE WATERS � SITE 15 � L4TERAL V DITCH w SEE DETAIL G W LATERAL V DITCH _ � SEE DETAIL D �; ` —_—_--_—_-- -----F W � �� 66.. ��---1—_ LATERAL BASE DITCH SEE DETNL C BEGIN PERM.IMPACTS IN SURFACE WATERS srnNonRo anse oircr+ , � . /� SEE DETAIL R l. �� �� ' A BANK STABILIZATION � AT PIPE OUTLET SEE DETAIL Al �, . BEGW TEMP.IMPACTSJ � ��� � � � �� � ` IN SURFACE WATERS � �� � �V � � �� � �� �� 1� � �� � � � I � �I \ � m � � ATER BASE DITCH �4m� � SEE DETAIL AV <j�j -, � \ /-� �e/DD TAILSDE SJ—AB PLANS PREPARED BY : 50 25 0 50 100 �� � DENOTES IMPACTS IN SURFACE WATER SCALE RUMMEL, KIEPPER 8 KAHL, lLP �DENOTES TEMPORARY 900 RIDGEFIELD DRIVE SUITE 350 IMPACTS IN SURFACE WATER FOR -L- PROFILE SEE SHT. ��O RALEIGH, NORTH CAROLINA 2 7609-3 9 60 NC LICENSE NO. F-0712 •(979) 878-9560 ��o 760 750 740 730 720 710 700 � ��i: _;_.... �._... I .....�...� . ......... ......... ......... ......... ......... ....�..._ i........ .. . . .. . . . . . . . .... . . . . . .. L . . . ....... ......... ......... .........�.�.......... .. ....... .....�.._ i........ . . . .. .. .. . . . _ L .. . . .. .. . . . . . . . . . . � . . .. i� '... . : _ _ - � ;_ _. _ _ _ __. _ _ _ _ _ _ _ �. � _ _. _ � �_ _ � ; '��� SITE 13 -L- 179 + 8� ............................ .� � �eeeeeeeeeeeeeeeeeeeeee••ee• _� ,� � PROJECT REFERENCE NO. SHEET NO. ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER dN��iM[]�1Li: lE 1��,AN� DO NOT US& FOA d W ACQUISITION ]PIb1E�,do9[I�7 1E8� ]P]L?�N� DO NOT ll5E FO CONSTRUCTiON PERMIT DRAWING SHEET X OF Y ' _ -- � �� � �� �, �,� �, �� �, �,� �, �,�, �,�, � �,�� �, � � �, � � _—�� �� '�� � � '�� � '�� '� �� � '�� '� '� � '� '� '� '� � � _--- - � '�� '�� � '�� � '�� '� '�� , , _ _ � ,.� ,� �� : . -- ,, :� i � �_i_ ��__i_� _�_i _- _ ',�� ',�� � ',�� � ',�� ',� ',�� ���� , � � , '� - - - - - - - - _ . — '�� '�� '� � '� '� —� � ' - -- ,. 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I I i I �i ------------ — _ �_. - - �� � � WSEL=715.6 . . . . . . . .. . . . .._— . i i i / � � � . �. �. . . . 66" RCP-V . . . . . . . . . . . . . . - - — _ _ �'_"_'_ "'_"_'_'_'_'_'_"_'_'_'_ _'_ " '_ _ �� ..�..�� / �-� � 1.�._ � ✓ � � �.� _ _ _ .... ..�.�.�. .�.�...BURIED�1:0,... .. . . ...... .... .... . _...�. .�.�.�. �.... .�.. . ..... .... ....... � _ _ ... .. .. .�.___.. �l_... �_'"'___.__�___�.�\..— . . I___.—___�_—.......^/ �� ---__ ...: PROPOSED CHANNEL . . . . . . . . . . . . . — — — — _ r � � s=zoa �\.� --� _- J_,— — -_ � •-�-•-�-�-�-�-•-•-•-•��— — - .- ._..__ INV = 714.4 , _I .. .. . .. �. �. �. �. . . . . . � . . . . . i - � ii ii iiii i�,ii i ii�, �� ,iiii iiii ii ii i ii�. .. . . . ... . . . . _ _. ._ _ . _ _. .__ . � , - �- -- -- -� -- -� --.-_- . . . PROPOSED CHANNEL � � � - - - - - - - __ _ _ _ _ ___ __- -- _ - --� --- � i . . .INV . _ . 706.4 . . � ..�........., .... . . . . . . . . . . . . . ' _ _ _ _ _ _ _ . 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I I I I I I I I I i I I I I I I I i I I I I I I � � � � � � � � � I I I I ; ; � PROPOSED 66" RCP-V (B URIED I.0') '•.I' ii I I �I I I .. .. ... . .... 300 250 200 150 100 50 0 50 100 770 760 750 740 730 720 710 700 L�Li �... � .............. �...... �...... �...... �...... �....., �............... � I���Onn��n��n� _nn��Hnn��_nn��B������0����� ��������������� i������o���������u������o������u�������������u������m��������������� iiiiuiiiiiiiiiiiiiiuiiiiiiuiiiiiiuiiiiiiuiiiiiiuiiiiiiuiiiiiiiiiiiiiiii 150 200 �J— � � 1 � � h � C \ \ q O � �� r� INSET A � r � V..� V..� 2 N W W N O O + M � r Q � � I J � W Z J _ V H 2 � / k / i �j ,,, ; ; � �� �, ��� _ , �. ;s� �.. � "�' ' 1 WU -IM6rp/ �.- ``:�\ . � � r. '�, �v /� Dpf: L"UT/y' i �-i'.\ .Y c� �.�?� l;kAS: �� ���8�95 � PROJECT REFERENCE NO. SHEET NO. R-2536 /6 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ����1���.�' �' �d.a�N� DO NOT USE FOR > W ACQU[SITION 1�db�lLdh�AIN�a IB�Y Il�1LAN� DO NOT USE FO CONSTRUCTION PERMIT DRAWING GLI SHEET X OF Y `���'� 0v�� � r � w V..� 2 N W W N O O -f- �D O� r Q � N I J � W Z J _ V H � PLANS PREPARED BY : 50 25 0 50 100 �� � DENOTES IMPACTS IN SURFACE WATER SCALE RUMMEL, KLEPPER 8 KAHL, LLP �DENOTES TEMPORARY 900 RIDGEFIELD ORIVE SUITE 350 IMPACTS IN SURFACE WATER FOR —L— PROFILE SEE SHTS. ��O—jjj RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-9560 � � � 1 � `� � C \ \ 0 � � INSET A � - �_ , - � - � " � — �� _ __� � A��� DAM� . � � � � V � � ��- _ _ _ � � � A � . \� .. -77� 71� \ � . I . i � , t ` 6 r � SJ—AB - � � � � �� ' / mn� - / .; -r\ W�, +��E_�� ' ��� � �., � `� �/� , �r � �`� � ,� � � k ; ��•/ /POOL/ � 70 _ �_ � f ���� / � � +� — � � � _ C�-`�- -� �� _ � ���8�95 � PROJECT REFERENCE NO. SHEET NO. R-2536 /6 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ����1���.�' �' �d.a�N� DO NOT USE FOR > W ACQU[SITION 1�db�lLdh�AIN�a IB�Y Il�1LAN� DO NOT USE FO CONSTRUCTION PERMIT DRAWING GLI �� SHEET X OF Y '' I i � : < ,s y� i � ��`_ I � � � � � �' 1 � � i � �� r' � i i � �- � �� ��� ������ �� � �,�s l; � �, �?'�" ��'�'J ' �NJ � � � � ��'�'J � � ; SITE 15 ' _ -, �—_ _ �� � d� �� _------ � j j __-- - -t_------__ � , � \ �'��-�==`'`� _ _ _ --, � � �, --� � �� r r LATERAL V DITCH � . � � � 9 . � � _ ..� � - � see oera� o BEGIN PERM. � � � — _ i / \ \ ' � WroePaorecrioN SEE ; IMPACTS IN ��' � � �de� —�--_ �seean�culoircn � �Sc. � �� W W see oerni� i INSET A%:e SURFACE � � ' � SEf, DETAIL H -� _ / � _ - WATERS � � _ i '., \ � � � _ �. �-Sf C�c.U1 DITCH / �F 'f � I �\ � � � � - SEE DETAIL H N � -� � �� � � �.� � � � � � ----- N W - � � . . --� ,e ����� ��_ --_ c �- i � � � �9@� � �8�� �f —� �� � i � W W �o � C i/ 2GI J ' � > — 2GI-D �y W � _ \ F / N �a � N p M� = = O O BEGIN TEMP.IMPACTS � _ � O -}- IN SURFACE WATERS -{- � zG1 A 185+00 S 24° 2/' 19.9" E 190+00 z�, 195+00 ->- � r `NOT 2a" RCP-III � � . FS - � QINTERSECT _ �� � � - � N � � N J2G��� ` zci . - . . J � �1�5" . . . � . � RCP-III F. W \5'CSP '_� � _ 2GI ---_ � �..,� . � - � �_� =... 2GI-� ��— W EL80 S - C � l� � Z 8 ___� __ -_ . � . \ � \ \ � \ \ ��\ 'i :.� /'__��� J � . � _ _ _ _ � , SPESEE�DETk{ DHCH ` i Z = IATERAL V� DITCH � � � _ � , . � \ — � / SPECIAL CUT DITCH T � � � SEE DETAIL�G �� � SEE DETAIL H \ ....., _ � � 1/�. V - \ � ��_ � � V � . �.. -� � _----_-��..- �� ��� I � � � \ - _ _ . Se\ '� �� � �� � � � �� � 1 li ( �� SITE 15 - ------- � ' � 0 � _ -- � n � � ���e � - , � � \ �, A`� � � � � �'° � � � �� �� ��'��� _ .� , ,a , , Na� �� �� _ __, �i� ��� �a �� �� ��,, ,, �� � �,�� � , �� � � , , �,� ��, �� � � � ��� �� � � � � \ ., . .. , . 6 . � � � ' - _. _. - i � .. . . . 0� _ � �9P i i '� � \ � ) � � , ;' ( 1 � , � �.. . , . � � i � i ',, PLANS PREPARED BY : 50 25 0 50 100 �� � DENOTES IMPACTS IN SURFACE WATER SCALE RUMMEL, KLEPPER 8 KAHL, LLP �DENOTES TEMPORARY 900 RIDGEFIELD ORIVE SUITE 350 IMPACTS IN SURFACE WATER FOR -L- PROFILE SEE SHTS. ��O-jjj RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-9560 ��o 760 750 740 730 72� 710 700 � ��i_; _::: - � . . . . . . . . . . . . . I.. . I . .... ... ... .. . .... ... . .... ... ... .. . .... ... . . ... . ...i. ...: . ... . . . .... . . . . . . . . . . . .. .. . . .. . . . . . . . ... . ... ...... I ....... ......... ......... .................... ......... ......._ .......... I ... �.. . .. . .. . ..... .. ..... .. . .. ... . .. _ L i� . ......... ..........��......... ......... ......... ......... �...... i_...... : - � � ; � �^ ; ............................ .� Q =C..CCC:.CT.C�CC.C».�C:.CT. CI u ■ ■��■n�■■��n onm on ■ �i u��� ��u������uuu��uuu��uy �i �. � � / I • / -�� _ -- _ - �_, __ � - � - -- - �� ' -_ _ _i, - - � I�'� , 'r.� PROJECT REFERENCE NO. SHEET NO. ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER dN��iM[]�1Li: lE 1��,AN� -� DO NOT US& FOA d W ACQUISITION ]PIb1E�,do9[I�7 1E8� ]P]L?�N� DO NOT ll5E FO CONSTRUCTiON �..... �...... ..�... PERMIT DRAWING SHEET X OF Y � I - � �� � _.. �� � � � � _ NO WATER IN CHANNEL . . I . . . . . . _ I. I .... .:. I _. .. .. .. . . . . . . _. _ . .� �' ' I I �. I '�. I I �. I I I � I �. I I (SURVEYED G2015j - � � � � - � � � � � � � � � � � � � � � - � � i i - --� ' � � . . . . . . . . �. �. . �. �. �. �. �. �. /. . . . . . . � � ._ . . . . : .66' ftCP V . . . . . . . .. �. . . . �. . �. . .._ J �I �'i . : _ - '- —'-� ... .. .. .. � . .. . . ����� BURIED 10' . �.�_—_ -- �� . I , . � _._._ � -.. ..--_—____— . . ... ... . .. — _ . . � � � . . . . . . . . . . . .�. .� � \ . /�. �. �. �. . . . . . . \ \ . . . . . . . . . . . . . . . . . _ .._ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `'� . . . . . . . . . 1 . . . . ._. . . . . . . 5��-, ��,a . . l �' � — ___ - � �—�___�I_ ._ 1 / LL I _ _ / - � iN�- - �23 8 � � I I I I �, I� I I I� I _ _ I_I � I__ _�' ��_ I I _J I I I �I I _I_I_I i : : : : . . . . . . . . . . � EXISTING GROUND J � � - i _ I � II - � . .. I. .. . .� I - � - - - - - .. . INV = 719.7 ___ _ -- -- -- - - -- -- -- - - -- i_ - - , � � ; � � � � , _ _ � � � � - - - - - - - _ -- - -- _-_--- _-_-- _-=----T-=----_------- -_--_ -�_--- -_ _----------_- _-_-_ - ���� ' � �� ��� ������ �� �� PR�POSED 66" RCP—V (BURIED 1.0') � � � � � � �� : ���� _ _ _ _: , , � � � � �:� , 200 150 100 50 0 50 100 150 200 770 760 750 740 730 72 0 710 700 150 140 130 120 110 100 --- � � � � ; , 770 - - 765 - 760 - 755 :- 90 80 70 60 50 40 30 � ����� ��� �� ����� ������ ������ 0 5 10 PROI.REPERENCE N O. SHEET NO. `-_� iZT R-2536 X-1 21 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 :_ : :_ , �_ _�__ � �_,_ � � � �--� , � GLI �.__ -_._._._�_ 770 _- : --_ _____------ ----- 765 , 0.020 _ �\ I , :�-_ ',, PERMIT DRAWING �60 __ __ - � SHEET X OF Y �55 ,�n -r _ `� 750 �� ,�.. 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I .....�...� . ......... ......... ......... ......... ......... ....�..._ i........ .. . . .. . . . . . . . .... . . . . . .. L . . . ....... ......... ......... .........�.�.......... .. ....... .....�.._ i........ . . . .. .. .. . . . _ L .. . . .. .. . . . . . . . . . . � . . .. i� '... . - � �- _ __. . . . . . . _ . . . . . ._ . . . . . ._ . . . . . ._ . . . . . ._ . . . . . . . . . . . . . _ _ �.:::: � _.... _.. _. . � �_ ... _.. , � i ,. , 750 740 730 �2� : 710 700 690 680 ............................ .� � �eeeeeeeeeeeeeeeeeeeeee••ee• _� "' SITE 21 '���-� -YZ- 34 + 02 ������������� �,����� ��������������������������������� ��������i:.� .� � PROJECT REFERENCE NO. SHEET NO. ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER dN��iM[]�1Li: lE 1��,AN� DO NOT US& FOA d W ACQUISITION ]PIb1E�,do9[I�7 1E8� ]P]L?�N� DO NOT ll5E FO CONSTRUCTiON PERMIT DRAWING � SHEET X OF Y � �-, ,, _ ,-� �-�-�- � � � � � � � � � � � � � � � � � � � � � � � � � � ��� �� � � �� �� �� � � � � � � � � � � � � � � � ,___----� � �� � �� � �� �� ��� �� ��,�� ��� �� ���� ���� � ������� � �� � ��� � � I � � � ' � � i� i � �� ,� � ',�� ',�, � '� ',�� � ',�� ',� ,�� ,� / i �i �i �i i �i �i �i �i i �i i �i � \ � ��� '� � ��� ��� � ��� � ��� �� ��� �� � � � � _ i / - -- - �� - � � �/ � -- � I � ',� ',�� I ' _T � �� I - - � '�� �� '� � � '� '� _ �_ i i_ �li- -- - -- / � � � �� � ����,� ��,�, � � �, �,�� �,�� � �,�� � � �, � ��� � � -� i_ i � _— _ / — \ --- � -- ,�� ,�, I� �� ,� ,�� � �� � _ i � ___ �� �� ___ �� '� � '� -�-- �_ _'-` -' ' � ___ --- � � - '� � _— -- '�� '�� _ ��� '� '� '� -- ' � � ,-�. - _, �,�� � �� �� � _ / -i , \ - _ , i : : / \ - _ i _ � � -__- --- = _ _— �- � -- - �' � � �' � i __ .._ � . � _ � _ _ � �Q WATER IN CHANNEL � 60' RCP-III �/ � _ i jSU.RVEYED. 62015) . �. �. �. �. . . . . . . �. �. �. . . �. �. � �. . I - - . �. . � . . . �.\ . . . . . . �. . . �. . 1 _ -._. . . . . . . . . . . . . . . . . . . . . . . . . .- . . . �. �. . . 72' RCP-Of.: . . . . . . . . . . . . _ _ — .� _ 6Q" R . . . . � CP-IV - _. / � �— � - _. . . . �I I I '�. I � .� . ..._I � ` i i � .. .. . ___—_— ..... ..... ^\ .... � . .... .... . .... . . .. - T-_. :__�_ .. .. .. 5_2.1°0� J. _ .. . i . ... . ... .. .... ..... . II � _ _ I .. \ --���� ��� ��� . — --___ _ ---- _ . _ . . i .- � �. � �. . �. II I I I li �i I � - _ 5.- 7,0"/0 �. �. . �. . . - �. 5 = 0.5 % �. � � �... � � �__ i �i INV 6912 �� �.�. . . . i i. ..i i � .. .. .. ., . . . . . - �. , INV 689;3 _ _ _ . .. . . . . . . . . . i � , _ , , � � , i �� �_ '� � - � �. ; II �. . � �J� _ _ %' E%IS71NG GROUND � il � � INV 68fi 5 . . . `J- --- J . . . � i I. i i i i i . _ .. _;_ _. _ .. _- _ __- .. _. �. �. I . �. .INV . 686 0 . . � _ i INV. __� 685.1 J . . . . . . . . . . . . . . I i _ _ _���. : : , ; , � ' � =- ' , - ------------ -_ - _ _ -- --. , ___.. _ _ __ _� ; EXISTII�G 60" CMP EXTE11tDED WITH 60" RCP-III (UPSTREAM E1�D) A1�D 60" RCP-IV A1�D 72" RCP-III (DOW11tSTREAM E1�D) :: � : :; ,,, ,,, ,, � ,, � � � : . � �_ _� , , � � � � �:� , 300 250 200 150 100 50 0 50 100 150 200 250 300 750 740 730 720 710 70� 690 680 � � 78" RCP—IV INSET A i � % ! � ,' . �� �/ � ' � / \ / / � � �� � +���s � � � f, � -� � � � �`� �`�� � ; �� ; �. . , _ � f'��+����` � i"� �� , / � �y✓'//�� � �' �� ����:��� m / �. � ��y / ^ i: / 1 fi i I J� 0 / I �t �J� "/ I cf / j�NHNO�N Sl?F� l �� � r �� � / ;�� �> 1 PUE� / � -.�� � . � � . 3'�- � �� �, P _ � � G� � TDE W 4}Y ; �. � � � � TB-�,a F- -------- m .i.i - `__---- L _—.rH--- �� \\\ ___ �a --- BEGIN PERM. C IMPACTS IN SURFACE WATERS E SEE INSET B BEGIN TEMP. °���� IMPACTS W �y� " s�RFA�E ,/ SM—AB WATERS���' �' SITE 22 BM°���AT�o� / 55+00 � I N 33° 50' 46.3" W ---" � ��� � � � i � � N 59' 04' S4.5" W � � � � � , / � G � - �;e,�"n�cir��'d. wn: i , ••. ,�/„ u.f.�e �r mnr.rc,occ:es�}ee+� � o- 5ccmm�s's�. r.� / iGG.iCP.LiC���efi��e�/. �fe9??E�A➢�iiKCWd,+ �� � � - � ■ U' ��� . ��� �� i / � \.J �/ .,�C1 �/, °' � // � /�/ Q T m ��IE 22 1 SM—AB i O / `BEGIN TEMP. � IMPACTS IN / SURFACE WATERS I�� �� �-I4: ���'yc,�� (//(� ����ie---re/ \' � BEGIN PERM.IMPACTS IN SURFACE WATERS � ' / � � PDE—� , - � <' �.- �. - v � � O \ � UQ � � - —r-- I 60+00 I I / - � I �� % OCiL / ' � � � _ -- _ PROJECT REFERENCE NO. SHEET NO. R-2536 64 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �������.� � ��..�N� DO NOT USE FOR > W ACQU[SITION 1�db�lLdh�AIN�a IB�Y Il�1LAN� DO NOT USE FO CONSTRUCTION PERMIT DRAWING SHEET X OF Y � (: -����/ � �� Q� OI ud we i �� �� T �O � - ---_ ---1 Q� / H� N � 65+00 � W N W �-_ IN W w I Z W ------ UQ / ------- � ��\�-- JN � _ — -� 11 TONS CL 8 RIPRAP � _ _ _ _ _ _ W28 SY GEO FAB � � � V _ -- _— — —_ — —_ � _ _ �_ .` � _ _ _ _ _ — — _ _� � � � \ �— � �- — C LATERAL BASE DITCH I �� � PUE PUE PUE � PUE PUE SEE DE�n.l�nv PUE DUQ � pUE: PUE . � m� � � ' HW ��._ _ _ —_ __ �,q.--i � RIP Fac. - _ – . , �' 0L� � �< �,- .-v � "--_ �jn � .I I � � I/ m1/ / �l , // // Q �� , � . _ � � � � � �� � / � � � /� / � - r /I � _ � / � c� �\� I �1� ,/ �j / i� � lq,� � �+l � vnTe � � � �-- � �" ��. bL ���� � � � � �� — � I � � � � �weo �� �� � � �� � � /i ��T�C'-� INSET B � � � '�' ' - _� � � , . �� � � � �� ,� ��;< � /o � ��/� + I � � i� �, ,� , „m -'� °' � ���- m�g��/ �/ �� - _ � ------�--------------� , � �� �r �'lY'IYl'YY FY'YI'Y'Y' r'���� � DENOTES IMPACTS IN I ��� SURFACE WATER , �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 5� 25 � 5� ,�� SCALE FOR -SR F- PROFILE SEE SHT. 140, FOR -Y2- PROFILE SEE SHT. 142 FOR -SR2- PROFILE SEE SHT. 147 PLANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NOR7H GAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919� 878-9560 770 760 750 740 730 720 710 � � i_� _ - � . . . . . . . . . . I.. . I .. . .... ... ... .. . .:.. ... .. � .... . ... . . . ..... . . .. . . . .. . . . . . .. .. . .. . . . . . . . . . . . .. . . . L. _ : � ..... ..... ... . . . . . .. .. . . .. .. . . . . . . . ._ L..... . . :- : - I �� �^ ;: - .:: � � ,.. ._ ....... ......... ......... ......... :.......: ...... __ � __r-:::::: , , ,.. ,.. ,... ..., ; ,. ,., ,.,. ,.... , ,.....,., - _ ___ ___ ____ -�_ PROPOSED CHANNEL � ��~ RELOCATION . . . . . . ... . . . . ... . _._ ,.___.-. i �. - . i I. IJ LI I I I I.� ���������������������������� ��� � Q�=C..CCC:.CT.C�CC.C».�C:.CT.�CC. ��� �+'' �■ ■ ■��■���■■��■� �■■���� �■■� ■ �■■ u.. ..u......uuu..uuu..ui. .. .�C.::: ::5:::� �.� �� .ECC'.'.::: .0 �: C:CC. ��C CCQ�.CC.CCC..CTCCC:.C».CC.CCTCC:.0 ���� ��������������������������������� ...CC .........�.CC....� .0 ..�.EC .. . .......... . .... .. .... . ... ���:;:::;� �E°': :�:; : ; m: : ,.� . PROJECT REFERENCE NO. SHEET NO. ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER dN��iM[]�1Li: lE 1��,AN� -� DO NOT US& FOA d W ACQUISITION ]PIb1E�,do9[I�7 1E8� ]P]L?�N� DO NOT ll5E FO CONSTRUCTiON � =CC.CCC. � =CC» C..CC. CC.CC. C =CC. ■ ���������� �������������� ������ ������ ■ ■ ���������� ■ �������������� ����������■���� ■ � :.CC :::::::::::: C.::.�..C.::.�. C:::::: C.':.�. C ::C: C:::::C:CC� EC::C:::::::C:T..C::C::.�:::C:::.0 �:�1�=:�.:CCC=C���CC=CC»�CC=CC�EE:C�C���CO=���� � � , � � ..:::' : :::::::::::::':::::::::::::.CC �:::.�C ':::.�C .... C. C.::::.CC. . 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RELOCATION � - i � ��,�, ��,� �I, �,�, �,� �_ _ _ _________ ___ _ � EXISTI11tG 6'X 5' C01�CRETE BOX CULVERT EXTEI�DED WITH 6' X S' RCBC (BOTH E1�DS) � , , � � � � �:� , 300 250 200 150 100 50 0 50 100 150 200 770 760 750 740 730 720 710 770 760 750 740 730 72� ....... ......... ......... ......... ......... ......... ......... ......... � �,i: _;_.... �._... I .....�...� . ......... ......... ......... ......... ......... ....�..._ i........ .. . . .. . . . . . . . .... . . . . . .. L . . . ....... ......... ......... .........�.�.......... .. ....... .....�.._ i........ . . . .. .. .. . . . _ L .. . . .. .. . . . . . . . . . . � . . .. i� '... . �...... ...... ........ ..... . ...... ...... ..... ...� ... i . . ..i i :._. ........:..:............ ......... ......... ......... ......... ...... i_..... . ....... ......... ......... ......... ......... ......... ........._ �.:....... .........,__,...... ............. .......... .......... ........... ...... _ i ..................... ......... ......... ......... ......... ...... ._...... ..... _.. ....... .... . ...... . i: ... ... . ... . . .... .-_..... .... _... ... .. . ..... i ... ... ... .. ... , , ,.. ,.. ,... ..., ; ,. ,., ,.,. ,.... , ,.....,., "' SITE ZZ �!! -� -SR2- 11 + 39 liiiillliiiii.iiii i�i.iiii iii.iiiii.iii.iiii�i.ii�i.iiiiiii�i.iiii�i.i i.iiii�i.iiil..i ............................ .� � �eeeeeeeeeeeeeeeeeeeeee••ee• _� PROJECT REFERENCE NO. SHEET NO. ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER dN��iM[]�1Li: lE 1��,AN� -� DO NOT US& FOA d W ACQUISITION ]PIb1E�,do9[I�7 1E8� ]P]L?�N� DO NOT ll5E FO CONSTRUCTiON � � , � � • 1�� ■ �� ■ �� �� ��� ��� ■ ■ ■ � .:::::::::::::::::::::::::::7:::.::::�.C:::::�.C:: �C.:�: C.::.�..C.:::::.C.C.:::.C.A::A:ACAiiAACACq.iA _ _ � � � �. j ��_ � '�� ��� '� _ �� ��� �� � ��, � �,�, � ��,�, ��;�� �„ '�, � � � I'I : - '�� '� � '�� '�� '�� - - _ � � � � � � � � � � � � �� �i, � i� � �'�� �� � �� � �� � ���� � �� �� ��� �� ��;�� ��� �� ��� ��� � ��� � � '�� '�� II� '� '�� � I - I'��'� '� � '�� '�� � '�� � � �-__-- - _ I:-'� , - - ��I _ ,�� '� � � '�� '� � � �_�-- --_ � ��'� '� � '�� '�� '� � � � ,'I : � � � � � � � � � � � � � � _ � _ � � � � � _ I _ '_ _ _ _ �_ _ �--- ' - � �I � � � � � � ��,� ��,�, �,� �, �,� ,� ' ,�- �� � ____ - ' �� � - �-,- - �,,- �� � � � �� � - : � � �� � . . . . . . . . . . . . . . . .. . �. \� �. QNWS (SURVEYED 62015) -. . . .�. . . .._ . . � _ _ � _ . . . . . . . . . . . . . . . . . . . . . �g��. RCP-N . . . . . WSEL=727.1' __. _. . �__—__—_.— .... .... _--_��0 RIED 1.0' . . �. �. �. . .... . ... �---_.—_,�\ . _--_�_—_ .—�—__—_—__ —_--- — y____ . . . . . . ._ � � _ �_�. �_ _ . �. �. � �. $ 1.0% � . �EXISTING GROUND �. - TIES TO PROPOSED CULVERT � � �. - - - -. - - . �. �. �. �. �. �. �. �. .� �. �. �. . �. �. . . . �. � � I II � III. i � INV i256 pROPOSED CHANNEL - �� � �- _ . . . . . . INV 7241 ���..�� - . . . �. RELOCATION -: �' � �-- �.. . PROPOSED CHANNEL �.�.�. .�. _ Illi .�. �.�. .�.� .. � I ............. . RELOCATION ................ ................ ... .I _. . � �I I ' �I. I . I ___ ................ . ........... .. .. ,_...�.� �.: -� i i�� . . . . .i ..... ...... .......... ......... .. ....... ...... . .. ... .. ...._ . . . . ....... . . .... .............. . . . .. ._ i --� PR OPOSED 78" R CP-I V(B URIED 1. 0') , , � � � � �:� , 200 150 100 50 0 50 100 150 200 770 760 750 740 730 720 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) (tt) (ft) (tt) 8 -L- 126+51 - 128+92 FILL 0.18 0.02 < 0.01 267 10 9 -L- 127+g2 - 137+43 48" RCP 0.46 0.03 66" RCP 0.12 < 0.01 1064 21 BANK STABILIZATION < 0.01 27 10 -L- 152+24 - 156+02 2@ 8' X 8' RCBC 0.11 0.02 647 57 BANK STABILIZATION 0.02 112 11 -L- 154+91 - 156+59 FILL 0.03 < 0.01 378 10 12 -L- 168+03 - 168+40 FILL 0.02 < 0.01 0.15 13 -L- 176+81 - 181+98 66" RCP 0.07 < 0.01 769 22 BANK STABILIZATION < 0.01 13 14 -L- 178+93 - 179+44 FILL < 0.01 < 0.01 84 10 15 -L- 182+68 - 183+77 30" RCP 0.02 < 0.01 310 36 BANK STABILIZATION < 0.01 12 16 -L- 196+94 - 198+72 66" RCP 0.04 < 0.01 503 27 BANK STABILIZATION < 0.01 61 17 -L- 197+85 - 198+51 FILL < 0.01 < 0.01 121 21 -Y2- 30+53 - 35+52 72" RCP 0.05 < 0.01 384 27 BANK STABILIZATION 0.02 163 22 -Y2- 53+36 - 59+27 6' X 5' RCBC 0.08 < 0.01 585 33 TOTALS`: 0.66 0.03 0.62 0.19 5500 254 0 'Rounded totals are sum of actual impacts NOTES: SITES 18-20 ARE INCLUDED IN DESIGN SECTION 1A �