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HomeMy WebLinkAbout20160299_S-034R1_R2536_PRM_WET_4C_sec3a_201512091 li�;h��'�lt° North Carolina Department of Transportation M S f ( ]1'1 l ]41�'c14C"Y ' Highway Stormwater Program ��� STORMWATER MANAGEMENT PLAN " - (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 34450.3.S1 TIP No.: R-2536 Section 3A County(ies): Randolph Page 1 of 11 General Project Information WBS Element: 34450.3.S1 TIP Number: R-2536 Section 3A Project Type: New Location Date: 11/6/2015 NCDOT Contact: Matthew Lauffer, PE Contractor / Desi ner: Trent Cormier, PE, CPESC, CPSWQ Address: NCDOT Hydraulics Unit Address: �CA Engineering 1590 Mail Service 5121 Kingdom Way, Suite 100 Raleigh, NC 27699-1590 Raleigh, NC 27607 Phone: 919 707-6703 Phone: 919 900-1608 Email: mslauffer@ncdot.gov Email: trenton.cormier@hdrinc.com Cit /Town: Asheboro Count ies : Randol h River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Project Description Project Len th lin. miles or feet : 3.842 miles Surrounding Land Use: Agricultural, Low Residential and Commercial Proposed Project Existing Site Project Built-Upon Area (ac.) 48.0 ac. 4.9 ac. Typical Cross Section Description: Grassed ditch median with 6:1 side slopes. 4 paved lanes (total 48' wide) 12' shoulder NC HWY 42: open shoulder section, 2 paved lane (total 24' wide); Luck Road (SR on each side (15' with guardrail), 4' paved. Varying fill and cut slopes (see project XSC's 2604), Pine Hill Road (SR 2824) & Fleta Brown Road (SR 2827): open shoulder for detailed information). section, 2 paved lane (total 20' wide); Miles Moffit Road (SR 2828): open shoulder section, 2 paved lane (total 19' wide). Annual Avg Daily Traffic (veh/hr/day): Desi n/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 five proposed major structures involved (Description of Minimization of Water with the construction of the US 64 Bypass, all of which will be constructed at new stream crossing locations. The first proposed structure, over Vestal Creek, is a two span, dual Quality Impacts) bridge (1 @81', 1@114'), 56" pre-stressed concrete MBT (modified bulb tee) girders with 4' end bent caps. This structure will utilize a 66" RCP as an overflow structure. The proposed bridge will have spill through abutments. In the project limits, Vestal Creek is a FEMA limited detailed studied stream with non-encroachment widths established. Regulatory floodways are not delineated on the FIRM and flood profiles have not been developed. The second proposed structure, on UT to Vestal Creek, is a 2@9'x6' Reinforced Concrete Box Culvert (RCBC) UT to Vestal Creek is not a FEMA detailed studied stream as listed in the effective Randolph County FIS. The third major structure, on Squirrel Creek, is a 3@10'x7' RCBC. Squirrel Creek is not a FEMA detailed studied stream as listed in the effective Randolph County FIS. The fourth major structure, on UT to Vestal Creek, is a 1@6'x7' RCBC. UT to Vestal Creek is not a FEMA detailed studied stream as listed in the effective Randolph County FIS. The fifth major structure, on UT to Vestal Creek, is a 1@6'x7' RCBC. UT to Vestal Creek is not a FEMA detailed studied stream as listed in the effective Randolph County FIS. 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. Throughout the project, multiple Preformed Scour Holes have been utilized for energy dissipation purposes. Grassed swales were used for treatment when BMP design standards could be met. Velocities at jurisdictional features are non- erosive. Raised OTCB's were placed along NC Highway 42 to reduce sediment transport. Waterbody Information Surface Water Body (1): UT to Vestal Creek/SD-C NCDWR Stream Index No.: 17-22-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SD-C Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the 1[a¢;h��'aE° North Carolina Department of Transportation � ;7 t [ )l'l t �1�1r"iwlff'C ' , Highway Stormwater Program �'i STORMWATER MANAGEMENT PLAN -- (Version 2.02; Released April 2015) FOR NCDOT PROJECTS (If yes, provide justification in the General Project Narrative) General Project Narrative) WBS Element: 34450.3.S1 TIP No.: R-2536 Section 3A County(ies): Randolph Page 2 of 11 Additional Waterbody Information Surface Water Bod 2: UT to Vestal Creek/PB-C NCDWR Stream Index No.: 17-22-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: PB-C Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (3): Vestal Creek NCDWR Stream Index No.: 17-22-4 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SG-C Buffer Rules in Effect: N/A Project Includes Brid e Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Bod 4: UT to Vestal Creek/SF-C NCDWR Stream Index No.: 17-22-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SF-C Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No 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 (5): UT to Vestal Creek/SE-C NCDWR Stream Index No.: 17-22-4 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SE-C 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) 1 Ci�t�kt�tl�� North Carolina Department of Transportation S tc�l'l t �4r� �it�yr Highway Stormwater Program �*�' STORMWATER MANAGEMENT PLAN -- (Version 2.02; Released April 2075) FOR NCDOT PROJECTS WBS Element: 34450.3.S1 TIP No.: R-2536 Section 3A County(ies): Randolph Page 3 of 11 Additional Waterbody Information Surface Water Bod 6: UT to Vestal Creek/SH-C NCDWR Stream Index No.: 17-22-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SH-C 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 Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (7): UT to Vestal Creek/SI-C/SYY-C NCDWR Stream Index No.: 17-22-4 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SI-C/SYY-C 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) Surface Water Body (8 : UT to Vestal Creek/SJ-C NCDWR Stream Index No.: 17-22-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SJ-C 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 Body (9): UT to Squirrel Creek/SK-C NCDWR Stream Index No.: 17-22-6 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SK-C Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spanning 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) 1 Ci�t�kt�tl�� North Carolina Department of Transportation S tc�l'l t �4r� �it�yr Highway Stormwater Program �*�' STORMWATER MANAGEMENT PLAN -- (Version 2.02; Released April 2075) FOR NCDOT PROJECTS WBS Element: 34450.3.S1 TIP No.: R-2536 Section 3A County(ies): Randolph Page 4 of 11 Additional Waterbody Information Surface Water Bod 10 : UT to S uirrel Creek/SL-C NCDWR Stream Index No.: 17-22-6 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SL-C 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 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 (11): UT to Squirrel Creek/SM-C NCDWR Stream Index No.: 17-22-6 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SM-C 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) Surface Water Body (12 : UT to Squirrel Creek/SN-C NCDWR Stream Index No.: 17-22-6 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SN-C 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 Body (13): UT to Squirrel Creek/SO-C NCDWR Stream Index No.: 17-22-6 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SO-C 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) 1 Ci�t�kt�tl�� North Carolina Department of Transportation S tc�l'l t �4r� �it�yr Highway Stormwater Program �*�' STORMWATER MANAGEMENT PLAN -- (Version 2.02; Released April 2075) FOR NCDOT PROJECTS WBS Element: 34450.3.S1 TIP No.: R-2536 Section 3A County(ies): Randolph Page 5 of 11 Additional Waterbody Information Surface Water Bod 14 : Squirrel Creek NCDWR Stream Index No.: 17-22-6 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SQ-C 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 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 (15): UT to Squirrel Creek/SS-C NCDWR Stream Index No.: 17-22-6 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SS-C 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) Surface Water Body (16 : UT to Squirrel Creek/SU-C NCDWR Stream Index No.: 17-22-6 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SU-C 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 Body (17): UT to Squirrel Creek/SW-C NCDWR Stream Index No.: 17-22-6 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SW-C 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) 1 Ci�t�kt�tl�� North Carolina Department of Transportation S tc�l'l t �4r� �it�yr Highway Stormwater Program �*�' STORMWATER MANAGEMENT PLAN -- (Version 2.02; Released April 2075) FOR NCDOT PROJECTS WBS Element: 34450.3.S1 TIP No.: R-2536 Section 3A County(ies): Randolph Page 6 of 11 Additional Waterbody Information Surface Water Bod 18 : UT to Squirrel Creek/PD-C NCDWR Stream Index No.: 17-22-6 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: PD-C 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 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 (19): UT to Squirrel Creek/PE-C NCDWR Stream Index No.: 17-22-6 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: PE-C 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) Surface Water Body (20 : UT to Squirrel Creek/SV-C NCDWR Stream Index No.: 17-22-6 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SV-C 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 Body (21): Gabriels Creek NCDWR Stream Index No.: 17-14 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SNN-C 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) 1 it�;h.���xr' North Carolina Department of Transportation � SICIYIt]�bdff"[' Highway Stormwater Program I�^' STORMWATER MANAGEMENT PLAN - (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 34450.3.S1 TIP No.: R-2536 Section 3A County ies : Randolph Page 7 of 11 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. Projects Bod it H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules? 36 465+50 -L- M (2)UT to 0.0 6.0 6.0 0.6 62 481 2.90°/ 1.1 1.1 1.4 1.2 No No 470+31 -L- M Vestal 36 470+31 -L- M (2)UT to 0.0 6.0 6.0 1.1 112 619 2.70°/ 2.1 1.3 2.6 1.3 No No 476+50 -L- M Vestal 36 476+50 -L- M (2)UT to 0.0 6.0 6.0 0.4 44 250 2.70°/ 0.8 1.8 1.0 2.0 No No 479+00 -L- M Vestal 36-37 479+00 -L- M (2)UT to 0.0 6.0 6.0 0.5 45 265 2.90°/ 0.8 1.9 1.0 2.0 No No 481+65 -L- M Vestal 3� 481+65 -L- M (3)Vestal 0.0 6.0 6.0 0.2 24 185 2.75°/ 0.4 0.9 0.6 1.2 No No 483+50 -L- M Creek 3� 486+00 -L- M (5)UT to 0.0 6.0 6.0 0.6 57 485 1.30°/ 1.0 0.8 1.3 0.9 No No 490+85 -L- M Vestal 3� 487+40 -L- LT (5)UT to 2 0 3.0 3.0 1.7 167 152 1.60°/ 5.0 1.5 6.3 1.6 No No 490+40 -L- LT Vestal 37 489+01 -L- RT (4)UT to 2 0 3.0 3.0 2.3 226 74 1.80°/ 6.2 1.7 7.9 1.9 No No 489+75 -L- RT Vestal 3� 490+70 -L- LT (5)UT to 2 0 3.0 3.0 2.5 250 55 0.90°/ 8.0 1.4 10.1 1.5 No No 492+00-L- LT Vestal 3� 491+30 -L- M (5)UT to 0.0 6.0 6.0 0.5 50 468 1.40°/ 0.9 0.8 1.1 0.8 No No 495+98 -L- M Vestal 38 497+00 -L- M (6)UT to 0.0 6.0 6.0 0.2 22 100 1.90°/ 0.4 1.4 0.5 1.4 No No 498+00 -L- M Vestal 38 498+07 -L- RT (6)UT to 3.0 3.0 3.0 9.2 915 22 0.30°/ 24.4 1.4 30.7 1.5 No No 498+29 -L- RT Vestal 38-39 498+p0 -L- M (6)UT to 0.0 6.0 6.0 0.7 68 650 1.90°/ 1.3 1.0 1.6 1.0 No No 504+50 -L- M Vestal 38-39 499+g0 -L- LT (6)UT to Z 0 3.0 3.0 0.4 42 82 0.70°/ 1.4 0.8 1.7 0.8 No No 500+72 -L- LT Vestal 39 504+50 -L- M (7)UT to 0.0 6.0 6.0 0.3 33 315 1.90°/ 0.6 1.5 0.8 1.6 No No 507+65 -L- M Vestal 39 507+65 -L- LT (7)UT to 4.0 3.0 3.0 5.0 499 65 0.80°/ 12.6 1.6 15.9 1.7 No No 508+30 -L- LT Vestal 39 507+65 -L- M (7)UT to 0.0 6.0 6.0 0.4 41 385 1.90°/ 0.8 1.6 1.0 1.7 No No 511+50 -L- M Vestal 39-40 511+50 -L- M (7)UT to 0.0 6.0 6.0 0.7 68 644 1.20°/ 1.3 0.8 1.6 0.9 No No 517+gq -L- M Vestal 40 517+gq -L- M (8)UT to 0.0 6.0 6.0 0.4 37 356 0.70°/ 0.7 1.0 0.9 1.1 No No 521+50 -L- M Vestal Additional Comments In locations where the Actual Length does not meet the Recommended Treatment Length for swale consideration: grassed swale lengths are appropriately calculated to treat runoff from impervious drainage areas, not the entire drainage area of the system. 1 it�;h.���xr' North Carolina Department of Transportation S � UrYi rr ���te�r � , Highway Stormwater Program � ����� STORMWATER MANAGEMENT PLAN ' ---- (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 34450.3.S1 TIP No.: R-2536 Section 3A County(ies : Randolph Page 8 of 11 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 ft % cfs fps cfs fps Used Buffer Rules? 40 521+50 -L- M (8)UT to 0.0 6.0 6.0 0.2 21 147 0.40% 0.4 0.7 0.5 0.8 No No 522+g7 -L- M Vestal 40 522+g7 -L- M (8)UT to 0.0 6.0 6.0 0.1 5 53 0.10% 0.1 0.3 0.1 0.3 No No 523+50 -L- M Vestal 40-41 523+50 -L- M (8)UT to 0.0 6.0 6.0 0.3 32 300 1.10 % 0.6 1.2 0.7 1.3 No No 526+50 -L- M Vestal 41 526+50 -L- M (8)UT to 0.0 6.0 6.0 0.5 53 500 3.00% 1.0 1.1 1.2 1.1 No No 531+50 -L- M Vestal 41 531+50 -L- M (8)UT to 0.0 6.0 6.0 0.4 39 450 2.20% 0.7 1.6 0.9 1.7 No No 536+00 -L- M Vestal 41 536+00 -L- M (8)UT to 0.0 6.0 6.0 0.3 31 332 1.50% 0.6 1.4 0.7 1.4 No No 539+32 -L- M Vestal 41 539+32 -L- M (8)UT to 0.0 6.0 6.0 0.3 31 318 1.50% 0.6 1.3 0.7 1.4 No No 542+50 -L- M Vestal 41 542+50 -L- M (9)UT to 0.0 6.0 6.0 0.4 39 328 1.00% 0.7 1.2 0.9 1.3 No No 545+7g -L- M Squirrel 41 548+03 -L- M (9)UT to 0.0 6.0 6.0 0.0 2 247 0.70% 0.0 0.5 0.1 0.6 No No 550+50 -L- M Squirrel 41 550+50 -L- M (9)UT to 0.0 6.0 6.0 0.2 24 300 2.11% 0.4 1.4 0.6 1.5 No No 553+30 -L- M Squirrel 41 30+58 -Y12- RT (9)UT to 2 0 3.0 3.0 2.4 242 14 0.50% 14.6 1.4 18.5 1.5 No No 30+g7 -y12- RT Squirrel 41 39+13 -Y12- RT (9)UT to 3.0 3.0 3.0 5.5 549 17 0.50% 14.6 1.4 18.5 1.5 No No 39+30 -Y12- RT Squirrel 41-42 553+30 -L- M (9)UT to 0.0 6.0 6.0 0.7 67 370 2.60% 1.2 1.1 1.5 1.1 No No 557+00 -L- M Squirrel 42 557+00 -L- M (10)UT to 0.0 6.0 6.0 0.6 64 363 1.40% 1.2 0.9 1.5 0.9 No No 560+63 -L- M Squirrel 42 560+63 -L- M (10)UT to 0.0 6.0 6.0 0.3 27 171 1.90% 0.5 1.4 0.6 1.5 No No 562+34 -L- M Squirrel 42-43 562+34 -L- M (10)UT to 0.0 6.0 6.0 0.7 71 466 0.60% 1.3 0.6 1.6 0.7 No No 567+00 -L- M Squirrel 43 567+00 -L- M (10)UT to 0.0 6.0 6.0 0.3 30 200 1.30% 0.6 1.3 0.7 1.3 No No 569+00 -L- M Squirrel 43 569+00 -L- M (10)UT to 0.0 6.0 6.0 0.8 76 500 0.40% 1.4 1.0 1.8 1.1 No No 574+00 -L- M Squirrel 43 574+00 -L- M (11)UT to 0.0 6.0 6.0 0.5 54 354 0.80 % 1.0 1.2 1.2 1.3 No No 577+54 -L- M S uirrel Additional Comments In locations where the Actual Length does not meet the Recommended Treatment Length for swale consideration: grassed swale lengths are appropriately calculated to treat runoff from impervious drainage areas, not the entire drainage area of the system. 1 it�;h.���xr' North Carolina Department of Transportation SIClYIi]�lydff`i i i _ , Highway Stormwater Program �j STORMWATER MANAGEMENT PLAN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 34450.3.S1 TIP No.: R-2536 Section 3A County(ies : Randolph Page 9 of 11 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 ft % cfs fps cfs fps Used Buffer Rules? 43-44 577+54 -L- M (11)UT to 0.0 6.0 6.0 0.5 54 296 2.00% 1.0 1.7 1.2 1.8 No No 580+50 -L- M Squirrel 44 580+50 -L- M (11)UT to 0.0 6.0 6.0 0.4 42 276 2.50% 0.8 1.8 1.0 1.9 No No 583+26 -L- M Squirrel 44 580+50 -L- LT (11)UT to 2 0 3.0 3.0 2.5 249 35 1.70% 6.9 1.8 8.7 1.9 No No 580+g5 -L- LT Squirrel 44 583+26 -L- M (12)UT to 0.0 6.0 6.0 0.4 42 474 2.50% 0.8 1.8 1.0 1.9 No No 588+00 -L- M Squirrel 44-45 588+00 -L- M (12)UT to 0.0 6.0 6.0 0.4 42 450 1.60 % 0.8 1.5 1.0 1.6 No No 592+50 -L- M Squirrel 45 592+50 -L- M (12)UT to 0.0 6.0 6.0 0.4 35 67 0.20% 0.6 0.6 0.8 0.6 No No 593+17 -L- M Squirrel 45 593+17 -L- M (12)UT to 0.0 6.0 6.0 0.4 35 333 0.90 % 0.6 1.1 0.8 1.2 No No 596+50 -L- M Squirrel 45 596+50 -L- M (12)UT to 0.0 6.0 6.0 0.6 58 664 1.30% 1.1 1.5 1.3 1.6 No No 603+14 -L- M Squirrel 45 603+14 -L- M (14)Squirrel 0.0 6.0 6.0 0.3 34 386 0.80% 0.6 1.1 0.8 1.1 No No 607+00 -L- M Creek 46 607+00 -L- M (14)Squirrel 0.0 6.0 6.0 0.3 26 297 0.80% 0.5 1.0 0.6 1.1 No No 609+g7 -L- M Creek 46 609+g7 -L- M (14)Squirrel 0.0 6.0 6.0 0.3 31 303 0.77% 0.6 1.1 0.7 1.1 No No 613+00 -L- M Creek 46-47 613+00 -L- M (14)Squirrel 0.0 6.0 6.0 0.2 21 300 2.20% 0.4 1.4 0.5 1.5 No No 616+00 -L- M Creek 4� 616+00 -L- M (14)Squirrel 0.0 6.0 6.0 0.5 51 582 2.60% 0.9 1.9 1.2 2.0 No No 621+g2 -L- M Creek 4� 621+g2 -L- M (16)UT to 0.0 6.0 6.0 0.4 36 468 2.60% 0.7 1.7 0.8 1.8 No No 626+50 -L- M Squirrel 4� 626+50 -L- M (16)UT to 0.0 6.0 6.0 0.4 40 408 2.00% 0.7 1.6 0.9 1.7 No No 630+58 -L- M Squirrel 47-48 630+58 -L- M (15)UT to 0.0 6.0 6.0 0.4 42 480 0.70% 0.8 1.1 1.0 1.1 No No 635+38 -L- M Squirrel 48 635+38 -L- M (17)UT to 0.0 6.0 6.0 0.6 59 677 0.40% 1.1 1.0 1.4 1.0 No No 642+15 -L- M Squirrel 48-49 642+15 -L- M (18)UT to 0.0 6.0 6.0 0.4 36 407 0.80% 0.7 0.9 0.8 0.9 No No 646+22 -L- M Squirrel 49 646+22 -L- M (19)UT to 0.0 6.0 6.0 0.3 34 378 0.80 % 0.6 1.1 0.8 1.2 No No 650+00 -L- M S uirrel Additional Comments In locations where the Actual Length does not meet the Recommended Treatment Length for swale consideration: grassed swale lengths are appropriately calculated to treat runoff from impervious drainage areas, not the entire drainage area of the system. 1 it�;h.���xr' North Carolina Department of Transportation 5 � UrYi rr ���te�r i _ , Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 34450.3.S1 TIP No.: R-2536 Section 3A County(ies : Randolph Page 10 of 11 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 ft % cfs fps cfs fps Used Buffer Rules? 49 650+00 -L- M (19)UT to 0.0 6.0 6.0 0.1 12 153 0.80% 0.2 0.9 0.3 0.9 No No 651+53 -L- M Squirrel 49 651+53 -L- M (19)UT to 0.0 6.0 6.0 0.4 41 467 0.70% 0.7 1.1 0.9 1.1 No No 656+20 -L- M Squirrel 50 656+20 -L- M (21)Gabriels 0.0 6.0 6.0 0.6 55 630 1.30% 1.0 1.5 1.3 1.5 No No 662+50 -L- M Creek 50 662+50 -L- M (21)Gabriels 0.0 6.0 6.0 0.1 10 118 2.80% 0.2 1.3 0.2 1.4 No No 663+68 -L- M Creek 50 663+68 -L- M (21)Gabriels 0.0 6.0 6.0 0.4 38 437 3.70% 0.7 2.0 0.9 2.1 No No 668+05 -L- M Creek 50 668+05 -L- M (21)Gabriels 0.0 6.0 6.0 0.3 25 291 3.30% 0.5 1.7 0.6 1.8 No No 670+g6 -L- M Creek Additional Comments In locations where the Actual Length does not meet the Recommended Treatment Length for swale consideration: grassed swale lengths are appropriately calculated to treat runoff from impervious drainage areas, not the entire drainage area of the system. 1 ll�;fl�t°tl�' North Carolina Department of Transportation SlCll"17]4Vci#f�'�' Highway Stormwater Program �.,;. STORMWATER MANAGEMENT PLAN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: R-2536 Section 3A Count ies : Randolph Pa e 11 of 11 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 3� 488+34 -L- RT (4)UT to pSH Class'B' 0.4 Pipe 15 2.1 0.5 No Vestal 39 505+73 -L- RT (7)UT to pSH Class'B' 1.2 Pipe 15 4.5 0.7 No Vestal 40 520+22 -L- RT (8)UT to PSH Class 'B' 0.9 Pipe 15 3.2 0.6 No Vestal 41 548+2g -L- RT (9)UT to PSH Class'B' 1.4 Pipe 18 6.0 0.7 No Squirrel 46 609+74 -L- RT (14)Squirrel pSH Class'B' 1.9 Pipe 18 6.3 0.8 No Creek 48 642+54 -L- LT (16)UT to PSH Class'B' 0.3 Pipe 15 1.7 0.4 No Squirrel Additional Comments � Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. Vu ZF z� u �n W� LL, � Z_ � � � o,Z-i ��� � _ c � � N � � � � � 0 V .. � V � � O V See Sheet 9A For Index of Sheets See Sheet 98 For Conventlonal Symbols ENDBRI GE ORIG. R-2536 SEC. AA -Y1A- St 19+05.80 BEGIN BRIDGE BEGIN BRIDGE � �FLY- Sta. 38+Ot96 -Y'IA-Sta.17+3 0 ENDBRIDGE \ ... i FLY- Sta 39+58.88 .— � �� _ � � ��� IN�OM]PLETE PLA�TQ Do NOT USL+ POR RA'W ACOUISITION GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 1 LE � -Y1-Sta. 26+ �� �@ BEGIN_BRIDGE_���\, �� -Y1- Sta 25+07�9, t� � ����� �� ����1L� ��������� �������l�T �� �������� RA1�lDOLPH C4 U1�lTY LOCATI0111: US 64 BYPASS FROM EXISTI11lG US 64 WEST OF ASHEBORO TO EXISTING US 64 EAST OF ASHEBORO AND THE ZOO C0111111ECTOR FROM EAST OF STALEYS FARM ROAD TO EXISTIIIIG NC l59/ZOO ENTRANCE STATE STATE PROJECT REF6ftE�C8 NO. ����� R-2536 STaTE PROJ.NO. P.A.P0.0J.N0. 34450.3.51 I WETLA11lD A1�D STREAM IMPA CTS ORIG. R-2536 SEC. AB � BEGIN BRIDGE / � -L- Sta 143+22.18 �i END BRIDGE %��-G Sta. 144+35.09 1 zi � � ;j, �� 12 13 �!i `1516 �I I 14 17 18 I IEND BRIDGE -L- Sta. 144+39.90 � � 9 BEGIN BRIDGE -L- Sta. 143+p7.q6 DESIGN DATA ADT 2015 = 12,600 ADT 2040 = 18,800 DHV = 11 °/a D — 60% T = 13 °/a * V = 70 MPH *(TTST=8°/a + DUAL-5%) FUNCTIONAL CLASSIFICATION FREEWAY � PROJECT LENGTH ORIG. R-2536 SEC. B _Yg_ OLD DESIGN SECTION 2 . 210+00 to -L- Sta. 465+00 .s . �'0,���s �,� 9cS�j, '.� �` . 00 � � 6� g L ��' N�' ����y/�� y,o s r'o /� O ���\s;��p � 'p0 'S� LENGTH ROADWAY TIP PROJECT R-2536......... 74.619 mi LENGTH STRUGTURE TIP PROJECT R-2536........ 0.121 mi TOTAL LENGTH TIP PROIECT R-2536 ................ 74.740 mi 11ICDOT CONTACT K Zak Hamidi, P.E. PROJECT ENGINEER - DESlGN-BUILD Uh'IT PERMIT IMPACT DRAWINGS )RIG. R-2536 SEC. SUBM I TTAL NO .: S- 018 DAT E: 1 1- 0 7-15 �O, � A ti� 'Z �q�`�i?� y�o � i q .. � C��, � � � �� �� `� � -� � ,�5 P �F�ToR� ����� 8 aa � � ��—ORIG. R-2536 SEC. C �' U � DESIGN SECTION 3A WETLAND AND STREAM IMPACTS PERMIT DRAWING SHEET X OF Y �SITE 57 'Y�j SITE 58 — SITE 59 00 ' 3s SITE 60,61 � �G � Q ��-''' i9 �1�6�P� SITE 80 � w � _ 9,�e 9' N�LL SITE 78 �� a �� a9 �E 65 �� p��L SITE 76 �9e 5 � y 2��' SITE 72 A y0 SITE 62 � l ���SITE 66 SITE 736 4� � 9a so SITE 63 �!�A 45 _ SITE 64 SITE 67 ��'� ;Z 43 -� SITE 77� SITE 82 3 SITE 68�+ 9S r LgITE 71 SITE 75 SITE 81 SITE 69 � LSITE 70 SITE 74 SITE 79 J DESIG11t — BUILD TEAM � '�� ICA ENGINEERING CONTRACTOR 5121 KINGDOM WAY, SUITE 700 RALEIGH, NC 2]607 . NC LICENSE NO:F-0258 Engineering 1919) 851-6066 FOR DIVISI0111 OF HIGHWAYS 5 j-� E�; 64 j2 � 2012 STANDARD SPEClFICATIONS David C. Waller, P.E. PROJECT ENG7NEER � h "..��," f�( �[� Henry W. Bare LETTING DATE: PRorEcr nEsrc,v ExcixEEn JUNE 29, 2015 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRA ULICS ENG7IYEER TRENTON J. CORMIER ROADWAY DESIGN ENGIIVEER DAVID C. WALLER SNO.T SHEAL � E'IS DE9CRIOTION PE DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA - C o � ni � DETAIL A BERM DITCH o a I N� m Smle� �� N 5.0' a.o' 20' Pp. la.a'v.C.?� D � Min. D= IAFt. -Y12LPB- STA.13-75 TO STA.17+24 RT DETAIL I TOE PROTECTION � n � �o s�oie� o� +ti��F'� S�OPE caouNo d F G[o'r[xn�e d= IAF. Type of Liner= Class B Ri�Rap -L- STA. 464+50 TO STA. 474+50 L7 -L- STA.482+75 TO STA. 483+90 RT -L- $TA. 487+52 TO $TA. 488+57 LT -L- STA. 505+24 TO STA. 507+65 LT -L- STA 506+76 TO STA. 509+45 RT -L- STA. 59+50 TO STA. 520-00 RT -L- STA 521+75 TO STA. 524+00 LT -L- STA.562+75 TO STA. 563+65 LT -L- STA. 563 I 73 TO STA. 565 I 75 LT -L- STA. 577 i 75 TO STA. 580 i 50 LT -L- STA. 593+85 TO STA. 594+50 LT -L- STA. 594+59 TO STA. 596+00 Li -L- STA. 607+70 TO STA. 609+65 RT -L- STA. 666+00 TO STA. 668+00 LT -L- STA. 666+20 TO STA. 668+00 RT -Yi3- STA.75+27 TO STA.16+71 LT DETAIL O BERM DITCH �Na�m smiel � Oa Wf 5.0' S.0' lo.o' V.C. ?� � J d Geo�e..��le Min. D= Type of Liner= Closs B Riprap Max. d<� NOT USED IN THIS SECTION DETAIL B LATERAL BASE DITCH �N t�o sml�7 b c�o�,o� _.__ ��a z.� p 1� ,�hi. F��u I e I Slope � 8= 2.0 Fi. 6= 5.0 Ft. -L- STA. 473+24 70 S7A. 476+00 RT, B=2, D=1 -L- STA. 483 i 72 TO STA. 485 i 42 Ri, 6=2, D=1 -L- STA. 500-80 TO STA. 502+00 LT, 8=2, D=1 -Y12- STA. 23+77 TO STA. 24+68 RT, 6=4, D=1.5 -Y13- STA. 15+65 TO STA. 16+50 RT. 8=2, D=2 DETAIL J SPECIAL LATERAL 'V' DITCH �rvmro s<oie� ��oi � > °` F�n Ground ,i-�-! p F\ �e� Siopc FR Min. D= 1 Ft. -L- STA. 474 � 70 TO STA. 475 i� 50 LT -L- STA. 492 � 00 70 STA. 493 � 00 LT -L- STA.489+75 TO STA.491+25 RT -L- STA. 536+00 TO STA. 538+00 RT -L- STA. 536-00 TO STA. 538+25 LT -l- STA. 635-08 TO STA. 636+00 LT -Y16- STA. 26+00 TO STA.28+49 RT -Y12- STA. 28+50 TO STA. 31+75 LT -Y12- STA. 34-r88 70 STA. 37+50 LT -Y12- STA.42+28 TO STA.43+00 LT -Y12A- STA.11+17 TO STA.12+00 RT -Y16DET- STA. 18+50 TO STA. 19+00 RT DETAIL P SPECIAL CUT DITCH � Nona s�oie� r,om Nafurol p�\ °� on�F Grou�d ?') O F� �e Slope d Geo�ex�ile Min. �= i.OF. Type of Liner= Class B Ri�Rop Mox. d- 1.OFf. NOT USED IN THIS SECTION DETAIL W STANDARD V DITCH (Noiio Scale) SFovlder SAoulder Painl z Poinf � � Fa eo� tif\ �a� NOT USED IN THIS SECTION DETAIL X BERM BASE DRCH � Nof fo Scale� b No�urvl .��� RDWY Ground 7�� p l-=.! � Min. D=1.0 Ft. B= 4.0 Ft. 6- 5.0 Ft. NOT USED IN iH15 SECTION DETAIL C LATERAL BASE DITCH ( No� �o S�ole� b Nm�,ai _- Gro�nd 2:/ p -\ 1„�F�. SIoPe d GEOTExiILE g Min. �- 2.5 Ft. Max. d= 25 Ft. *wne� a rs � 60' B= 4A Ff. Type of liner- Clozz B Rip-Rop b- 5.0 FI. NO7 USED IN THIS SECTION DETAIL K i0E PROTECTION � Hoi m s�oia� � ��& F��o ti��'(�F' S PE F cxourvo d �EorexruE I Type of Liner= Closs I Rip-Rup -L- STA. 463+00 TO S7A. 467+56 RT, d-2.0 FT -L- STA. 508+32 TO STA.510-00 LT, d=6.0 FT -L- STA.670+84 TO STA.612+72 LT, d=6.0 FT DETAIL Q SPECIAL BACK OF CURB CUT DITCH �NOT TO SCALE� �NAtuHAI GROUN� ?'7 1 � �_ 1' NOT USED IN 7HI5 SECTION DETAIL Y BERM N' DITCH INo�io s�a'iel6 ' No �.oi I I rou�d z:/ p ti� d � Min. D= 1 Ft. `' �o d - 1 Fr. 6= 5 Ft. Geotextile Type of Liner- CL B RIPRAP -L- STA. 556+17 TO STA. 560+60 LT -L- S7A.596+50 70 S7A.602-70 LT -L- S7A.630-75 TO STA.645+55 RT -Y12RPC- STA. 23+50 TO STA. 27+08 RT DETAIL AG CHANNEL CH�ANGE � Not fo Sc le) b Nar�.al Propased Ground� _ �ura FiII5lope o�nd 7:7 p 1"ht. � � d GEOTExTILE e Min. D=2.0 Ff. �E"si. [hannel Max. d-2.0 Ft. 9 = VARI ES Type of Liner= CL455 8 6=5 Ft. NOT USED IN THIS SECTION DETAIL AL STANDARD 'V' DITGH � Nofb Scolc� u.ol � G�ound Gro�nd 2.� M' . ti� Dn -L- STA. 570-32 TO STA. 570+50 RT, D=1.5' -l- STA. 526+50 TO STA. 527+37 RT, D=1' -Y12- STA. 14+80 LT, D=1' DETAIL D L4TERAL 'V' DITCH ( Nof lo Scolc� �a,�.o� 1 - F�� Ground 7.� D �� 1"iFt. Slope b= 5.0 Ft. -L- STA. 570+50 TO STA. 571+50 RT Min. D=1.5 Ft. -L- STA. 589 I 55 TO STA.592 I 00 LT Min. D=1.Fi. -L- STA. 645+70 TO STA. 646+50 LT Min. D=1.Ft. -L- STA. 650+70 TO STA. 651+09 RT Min. D-1.Fi. -Y13- STA. 16+50 TO SiA. 19+10 RT Min. D-1.Ff. -Y13- STA. 21+30 TO STA. 21+68 LT Min. D=1.Fi. -Y16DET- STA. 19+00 TO STA. 19+90 RT Min. D-1.H. DETAIL L BERM BASE DITCH I �o�+o s�oi,� NoNrol ,�.\ RDWY Grou�d 7:� p d Min. �= 1.OFt. B GEOiEzii�E � Mar.d- 1.OFt. B= 4.OR. b- S.OFf. Type olLiner= Class B Rip-Rap NOT USED IN THIS SECT�ON DETAIL Z STANDARD 'V' DITCH � No� io Scale� Nofurvl No�ural Ground 2.� ,11 Ground 0 d Min. �-1.0 Ft. Type of Liner= PSRM Max. d=1.0 Ft. NOT USED IN THIS SECTION DETAIL AH SPECIAL CUT DITCH � H i m smie� r.om ��t<h Ground ?') D �F\ �e` Slope d Min. D- 1 Ff. Type of Liner= PSRM Mox. d= 1 Ft. -L- STA. 512+00 TO STA. 512+50 LT -L- STA. 588+00 TO STA.591+00 RT -L- STA. 663-00 TO STA. 664+00 RT -Y12RPB- STA. 17+14 TO STA. 19+10 RT -Y12RPC- STA. 15+85 TO STA. 17+80 LT -Y12A- STA. 17+00 TO STA. 19+00 LT -Y12A- STA. 18+00 TO STA. 19+60 RT -Y12- STA. 24+80 TO STA. 25+70 LT -Y12RP8- STA. 27+29 TO STA 28+33 LT -Y12- STA. 39+00 TO STA. d1+27 LT -Y126- S7A.11+50 TO STA.13+12 LT DETAIL AM 9ERM BASE DITCH iH rw s�oiel NaNral 1\ ROWV Ground 2� p d Min. D- 1.5 F�. B GfoTEXiItE � Mox.d= 1.5 Ft. B= 2 F. 6= 5 Ft. Type ofLiner Class B Rip-Rap -L- 651 i�09 STA. TO STA. 657-50 RT DETAIL R STANDARD BASE DITCH (No��o Scole� Noturol Nofurol Grou�d ;� 1� Ground d � GootenN� g Min. D= 1,OH. Mox. d= 1.OFt. 'When B is �. fi.0' B= 2.OFi. -L- STA. 560+45 fo 560+60 RT -L- STA. 622+73 to 623+50 RT -L- STA. 630+21 fo 630+41 LT -Y12RP� STA.14+16 to 74+86 LT -Y12- STA. 46+55 }0 46+69 RT DETAIL E LATERAL 'V' DITCH ( N f �o S<ale) NaNral ��' Fill Ground p �, 1"iF�. Slope d Geatextile Min. D= 2.OFt, Max. d- 2.OFt. Type of Liner- Class B ftip-Rap b= SAFt. NOT USED IN THIS SECTION DETAIL F CHANNEL RELOCATION ( Not to Scale) b F�u - � � a���a Slope � �' a� ^ ti A= 10.0 Ft. dT' q.� D p` 6= 2.0 Ft_ GEOTExnIE � 8= Existing Siream Width B C- 5.0 FI. 0= 1.0 Ft. d= 1.0 Mox. Type of Liner- Class 8 Rip Rap DETAIL M DETAIL N LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH 1� �w swiel � H no s�oie� b No��,m �- F�n Fill Gro�nd ?'/ p �� 1"�ft. Slope Natural p�� Slope d Ground ?') p E �� GfoTEXTILE B d Georexeile Min. D= 1.OFf. �when e�z = 6.0' 6= 4 Ft. Max. d- 1.OFt. Type of Liner- Closs I R'ip-Rap b- 5 F}. Type of Liner= Closs B Ri�ftop -L- STA. 664 I 00 TO STA. 665 �I 68 LT NOT USED IN THIS SECTION DETAIL S SPECIAL LATERAL BASE DITCH (Notto Swle� Nafural Ground 1:1 A.1 �5e� Slape d p F\o Geo�a.�ne B Min. D= 1.OFt. Max. d= 1.OFt. ype of Liner= Class B Rip-Rop B- 4.OFi. DETAIL AA SPECIAL NT BASE DITCH �No�m s�oie� Natural � o� F�ron� Gro�nd 2. A' i 1� � � F� �e( Sloae B Min.D=7Ft. B=2.0 Fl. -Ylb- STA 24+40 TO STA. 27-50 LT DETAIL AI BERM 'V' DITCH � Nor m s�oie� Nar�,oi 1 Groun 2;� .�� o aowv 2 Min.0=1 F�. 6=5 Ft. -L- STA 567+75 TO STA. 573+90 LT -L- STA.629+75 TO STA.630+75 RT -L- STA. 648+00 TO STA. 649+44 RT -L- STA. 647+43 TO STA. 649+47 LT -Y12- STA.45+00 TO STA. 50+00 LT NOT USED IN THIS SECTION NOT USED IN THIS SECTION DETAIL G LATERAL 'V' DITCH �rvo��o s�oie� Naturol �� Fill Gound p , �"ht. Slope a Min. D-1.5 Ff. Max. d=1.5 F. b-5 Ft. Type of Liner= PSRM NOT USED IN THIS SECTION DETAIL V LATERAL BASE �RCH 1 Hona s�oi�� DETAIL T b STANDARD BASE DITCH Hat,,,Qi �- F_ii �no��o Scole) Ground ?/ D ���'��' Slo e d P Giound z� D ,L.� G�aun�l GEOTEXiILE q B 'When B is < 6.0' g- z_0 Fi. Min. D=1 Ft. Type of Liner= Closs B ftip-Rop 6= 5.0 Ft. -L- STA.467+62 TO STA.468+15 RT 8=5' D=3' -l- STA.499-03 TO STA.501+25 RT D,d = 1' -L- STA.471+22 TO STA.471+50 RT 8=3' D=1' -l- STA 549+08 TO STA 550+00 RT D,d -� 1.5' -Y12- STA 24+68 TO STA 25+00 RT B-4' D-1' -L- STA. 579+02 TO STA 580+95 RT D,d = 1' -Y12- STA 25+02 TO STA 25+47 RT 8-2' D-1' -L- STA. 580+87 TO STA 583+00 LT D,d = 1' -Y13- $TA. 17+25 TO STA. 18+07 LT 6=3' D=1' -L- $TA 581+28 TO STA 582+34 RT D,d = 1' -L- STA 592+00 TO STA 593+85 LT D,d = 1' -L- STA 594-02 TO STA 596+10 RT D,d = 1.5' -L- STA. 605+75 TO STA. 609+00 Li D,d = 1' -L-STA.609+00 TO STA.610-h50 LT D,d = 2' -L- STA. 623+50 TO STA. 626+05 RT D,d = 1' DETAIL AB CONCRETE DITCH BEHIND RETAINING WALL RETAINING (NoBOND 1e JP��� y�q�� BREAKER p e � ry. NATURAL GROUND y„ D= 1.0' 8- 2.0' NOT USED IN THIS SECTION DETAIL A1 BANK STABILIUTION AT PIPE OUTLET roun (Nof�a Scale) �o�nd ��'" a cH�vaa eia�eo Class I Rip Rop NOT USED IN THIS SECTION DETAIL AN CHANNEL CHANGE ( Not to Smle) b Nolurol Proposed Graund � _ �o� �_,_ FiII5lope p �„�7. � � d Min. D- 3 Fi. P5�' B CL II RIP RAP Max, d= 3 Ft. �Erist. Channel w/GEo FAB B= 5 R. 6= 5 Ft. Type of Liner= PSRM ON BOTTOM AND LT BANK, CL II RIP RAP RT BANK -L- STA.611+28 TO STA.612+57 LT DETAIL AK STANDARD BASE DITCH f Hor ro s�oie� No��ral Nol�ral Graund 2� �� Graund d � B Min. D= 1.5 Ft. Max.d- 1.5 Ft. 'WFenB'rs< 60' g= 3H. >.637-95 TO STA.638- �.640+75 TO STA.643+ ..646+96 TO STA.647+ DETAIL AO L47ERAL BASE DITCH NoNral ( Na� to Scolo� Ground 2� b .i�� p 3� t':f�. FII s�aae B Min. D--3 Ff. B=5 FT. 6-5 H. -L- STA. 591+50 TO STA.594+00 RT DETAIL AC LATERAL BASE DITCH �No�ro s<oie� b No�urol �� Ground �^.� n��� ����, F'ill � Slope B Min. D=7 Fl. 6=5 Ft. L- SIA.4Y(J+6J IV SIA.4YI+VU LI, tl=L' L- STA. 489+01 TO STA. 469+75 RT, 6=2' L- STA. 499+90 TO STA. 500+72 LT, B-2' L- STA. 507+65 TO STA 508+30 LT, B-4 L- STA. 522+30 TO STA. 525+50 RT, B=4' -L- SiA. 580+50 TO STA 580+85 LT, B=2' DETAIL AD RIP RAP A7 EMBANKMENT � Nm io xaie� io m��. Dilch 1D'm'in. � 5, Grade GEOTEMILE Type oF L'iner= CL 1 Rip� Rap -L- STA. 485+36 TO STA. 665+43 RT -L- STA. 488+97 TO STA. 469+02 RT MIN. OF 2 FT 9EVON� LZMITS iLN1Y V1CW OF E%ISTING CHpNNEL PROJECT REFERENCE NO. I SHEET NO. RhV SHEET NO. ENGINEER � ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAII H SPECIAL CUT DITCH ( Not lo Smle) � ��F � � p� �� Slopc c.o��a 7�� p F��`e� Min. D= 1 Ff. -L- STA.475+50 TO STA.478+00 LT -L- STA.491+25 TO STA.493+00 RT -L- STA.496+15 TO STA. 498+00 RT -L- STA.501+25 TO STA.502+00 RT -L- STA.502+00 TO STA.504+00 LT -L- STA.502+75 TO STA.504+50 RT -L- S7A.515+00 TO STA.519-00 R7 -L- STA.538+00 TO STA.542+50 RT -l- STA.536+25 TO STA542-F50 lT -L- SiA.55I+50 TO STA.562+50 LT -L- STA 583+00 TO STA. 585+50 LT -L- STA.605+00 TO STA.605+75 LT -L- STA.646+50 TO STA.647+00 LT -Y12LPB- STA.10+00 TO STA.11+60 RT -Y12LPC- STA.10 � 00 TO STA.12 �,10 LT -Y16- STA.15 �58 TO STA.16 � 94 RT -Ylb- STA. 17+30 TO STA.19-84 RT -Yi6- STA. 16+00 TO STA. 18+30 LT -Y16- STA. 19+00 TO STA. 20+00 LT -Ylb- STA. 24+00 TO STA 24+40 LT -Vlb- STA. 2G+00 TO STA 26+00 RT -Y12- STA.18+00 TO STA. 22+90 RT -Y12- STA. 25+70 70 STA. 27+00 LT -Y12- STA. 43+00 TO STA.45+60 LT -Y12- STA.45+00 TO STA. 50+00 RT -Y16DET- STA. 75+58 TO STA. 16+94 RT -Y16DET- STA.27+50 TO STA. 29+00 RT DETAIL AE BERM DITCH �N rro s<aiel 0¢ �F e o s.o• V ].o' Z' D lo.o'V.C. / d Geote;nile J Min. D=1.0 TYPE OF I.INER= PSRM Man. d=1.0 NOT USED IN THIS SECTION DETAIL AF SPECIAI CUT DITCH �Nmm s�oi�� D'�Ich No�ural � d� �( Slope c,o��a o a.� O F� Pe Min. �= 7 Ft. -Y12- STA. 14+58 TO STA. 16+00 RT -Y13- STA. 24+00 TO STA. 26+80 LT -Y13- STA. 26 i 00 TO STA. 26 i 80 RT xEw STNEnMBqNK BACKFIIITE 1.5' s' m, io' nxsn cnnoE ns sPecxrieo ix v�axs mirTiExpFcnnxxaevoxoixvEnr riow OF E%ZSTIxG LXFNxEL � ixveni �, ,, � . L �; c�omaacrco ciass I ��MPFGTEO Mrx. a�KF:« ,x SECTION A-A Oa�KF:« iTH M5� STONE EP UNCdMPACTEO BALKfILL COMPAGiEo o : BACKiILL �)TL ANNEL BLOLK SHALL BE STA�LEO IN AGCOqDANCE WITH TNE PROJECT Sa[CxFiCnri0x5.�� 2) BLOCI( SHO BE INSTAL i TNE INTEHFPLE 9ETWEEN E%ISTING 3) BOTiOm�OF�a�iOtKPSHOULo�B �n�MlxinUm OF �Fi 9ELOW TXE IXVEPT SECTION B-B a� a�o�K`sxo��o'E:,Exo"a`m��:m�M oF z., aEroxo ,xE �:m:,s aF ,xE CHANNEL BLOCK DETAIL -L- STA. 612+65 -L- LT E%ISTING STPEAAI GHANNEL. 5) INSTALL ENOSION GONTROL M ING F 0 SEEO IN ACLOROANLE WITH 6) L PACTJB L T� E%TENT POSSIBLEEON ATTTNEG�IRECTION OF ixE [xGzxEeP�I� � n a U w � Y L ri CLASS II RIP RAP EARTH FlLL 2'THICK W/ GEOTEXTILE (NP.) -- —_--��' � � � � . /�/, � 4'-6' CULVERT BURIED 1' BACKFILL WITH NATIVE MATERIAL PER SPEC. � EXCAVATION EXCAVATION = 20 CY INLET CHANNEL (LOOKING DOWNSTREAMJ (SCALE 1" =10') NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BE� AT THE PROJECT SITE DURING GULVERT CONSTRUCTION. NATIVE MATERIAL IS SUBIECT TO APPROVAL BY THE ENGINEER AND MAY 8E SUBJEGT TO PERMIT CONDITIONS. CLA55 II RIP RAP EARTHEN FILL IN POND 2' THICK W/ 70 ELEV. 614.0 (TYP.) GEOTEXTILE (NP.) � \ � ?: � \ ��yi" , _ — _ ti' I I' � FI �� NLVERT BURIED 1' f���1 BACKFILL WITH NATNE MATERIAL PER SPEC. OUTLET CHANNEL (LOOKING DOWNSTREAM) (SCALE 1" =10') C550 1@ b' x 7' RCBC STA. 466 + 00 -L- CLA55 II RIP RAP COIR fIBER 2' THICK W/ MA771NG (NP.) GEOTE%T�LE (TYP.� � �� ?'7 �,W{ \ /�/ J �.\�" . 2' SILLS BACKFILL WITH� 10' I ��� NATNE MA7ERIAL PER SPEC. (TYP.� CLASS II RIP RAP W/ GEOTEXT�LE ON FLOOD CULVERT BURIED 1' BENCH BORDER W/ BACKFILL WITH NATIVE 2:7 SLOPE (TVP.� �TERIAL PER SPEC. 1' SILL NOTE: SIILS TO BE LOCATEO AT � EXCAVATION THE INLET AND OUTLET ONLY E%CAVATION = 50 CY Nore: INLET CHANNEL fOR CUT CONDITION, USE (LOOKING DOWNSTREAM) CLASS II RIP RAP FLOOD SCALE 1�� =�0� BENCH BOkDER WITH NATURP.L ( � GROUND COVERED WITH COIR fIBER MAT INSIDE BORDER.IN FILL CONDITION, USE CL455 II COIR FIBER RIP RAP FILL THROUGHOUT WITM MATfING (NP.) NATIVE BED MATERIAL FILLING THE VOIDS ON TOP. CLA55 II RIP RAP � 2'THICK W/ ��M ��.�\�. GEOTEXTILE (NP.) 2' SILLS BACKFILL WITH�� 0'-�0' _ � NATIVE MATERIAL PER SPEC. (TYP.� CLA55 II RIP RAP W/ CULVERT BURIED 1' GEOTEXT�LE ON FLOOD gqCKFILL WITH NATIVE BENCH BORDER W/ MqTERIAL PER SPEC. 2:1 SLOPE (TVP.� NOTE: 1' SILL SILLS TO BE LOCATED AT � EXCAVATION THE INLET AND OUTLET ONLY OUTLET CHANNEL ExcnvnrioN = ss cr (LOOKING DOWNSTREAM) (SCALE 1" =10') C700 3@ 10' x 7' RCBC STA. 610 + 42 -L- COIR FIBER MATTING (TYP.) � 2' SILLS BACKFILL WITH NATIVE MATERIAL PER SPEC (TYP.) CLASS II RIP RAP W/— GEOTEX7ILE ON FLOO� BENCH BORDER W/ 2:1 SLOPE (NP.) NOTE: SILLS TO BE LOCATED AT THE INLET AND OUTLET ONLY NLVERT BURIED 1' BACKFILL WITH NATIVE MATERIAL PER SPEC. —1' SILL INLET CHANNEL � EXCAVATION (LOOKING DOWNSTREAM) EX�^""T'o" = 35 �'' (SCALE 1" =10') NOTE: FOR CUT CONDITION, USE CWSS II RIP RAP FLOOD BENCH BORDER WITH NATURAL GROUND COVERED WITH COIR FIHER MAT INSIDE BORDER.IN FILL CONDITION, USE CLASS II RIP RAP FlLL THROUGHOUT WITH NATNE BED MATERIAL FILLING THE VOIDS ON TOP. CLASS II RIP RAP 2' THICK W/ COIR FIBER MATTING (TYP.) GEOTE%TILE (TYP.� �����, � )M ,\�. ��� 2' SILLS BACKFILL WITH�/� � NLVERT BURIED 1' NATIVE MP,TERIAL BACKFILL WITH NATIVE PER SPEC. �Tl'P.) MATERIAL PER SPEC. CL455 II RIP RAP W/ 1' SILL GEOTEXTILE ON FLOOD BENCH BORDER W/ ��-9� �-9� 2:1 SLOPE (NP.) NOTE: SILLS TO BE IOCATED AT � E%CAVATION THE INLET AND o�TOUTLET CHANNEL E%CAVATION = 15 CY (LOOKING DOWNSTREAM) (SCALE 1" =10') C600 2@ 9' x 6' RCBC STA. 500 + 00 -L- Pipe o Ouflet � PREFORMED SCOUR HOLE DETAIL AP *NOT TO SCALE PL4N VIEW SECTION A-A y� PIPE (d = l5" OR l8") < S�� F 0 PSRM INFLOW NAT RAL GR UND LINER�.CLASS B RIPRAP B WITH GEOTE%TILE MIN.1'TIICK -L- STA. 488+33 RT -L- STA. 488 i 67 LT -l- STA. 505+70 RT -L- STA. 520+20 RT -L- STA. 548+28 RT -L- STA. 609+74 RT DETAIL FALSE SUMP ( Not to Scole� Medlan Dlfch „ � 2, Sec ehan selow� —.T� 20� —�{ GI �- 5 — etc. $=Ditch $lope 4 Proposed Ditch LEVEt AND FLUSH ATURAL GROUND B= 4.OFf. D- 1.OFt. W- 4.OR Y08 CLASS II RIP RAP 2' THICK W/ GEOTEXTILE (TYP.) 7.�� � � � � � '�°x� ,�., NlVER7 BURIED 1' 6'-9' BACKFILL WITH NATIVE MATERIAL PER $PEC- NOTE: � EXCAVATION SILLS TO BE LOCATED AT E%CAVATION = 20 CY THE MLET AND OUTLET ONLY INLET CHANNEL (LOOKING DOWNSTREAM) (SCALE 1" =10') NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE $TREAM BEO AT THE PROJECT SITE DURING CULVERT CONSTRUCTION. NATNE MATERIAL IS SUBIECT TO APPROVAL 8Y THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. ����� �\ � �/M�� ��MP ����� CLA55 II RIP RAP CULVERT BURIED 1' 2' THICK W/ 6'-8' gqCKFILL WITH NATIVE GEOTE%TILE (TYP.) MATERIAL PER SPEC. NOTE: � EXCAVATION SILLS TO BE LOCATED AT THE INLET AND OUTIET ONLY EXCAVATION = 20 CY OUTLET CHANNEL (LOOKING DOWNSTREAM) (SCALE 1" =10') C650 1@ b' x 7' RCBC STA. 523 + 16 -L- DETAIL AQ FILL IN POND W/ROCK PL4TING � rv i ro scole� RWCA LINE VARIfS � 3' Enisfing \ I.0' N W.S. � � CLA55 IRIP-RAP -L- STA. 467 +� 58 TO STA. 473 �+�� 08 RT, N. W.S. = 613.0 DETAIL AT MEDIAN V DITCH �N o Scolc� snowd�, snoad�. Pain� Pain� a.� o� Fo Qo, e�`\ �e� NOT USED IN THIS SECTION DETAIL AR STANDARD BASE GR4SSED SWALE ( Not to Scale) Na�turol Naou�ul �0�7. O �,� R �9�R �o0.F B �NOTES: 1� LONGITUDINALSLOPESBETNEEN 032, N� 40Y. ]� MO�IFICATIONS MAY BE NEEOED, AS APPROVED BY ENGINEER. -L- STA. 498-07 TO STA.498+29 RT B-3' D-2' -L- STA.611+21 TO STA.611+74 RT B=2' D=7.5' -Y12- STA. 30+44 TO STA. 30+97 RT B=2' D=1' -Y12- STA. 35+00 TO STA. 35+15 RT B=2' D=1' -Y12- STA. 39 I� 13 TO STA.39 i� 65 RT B-3' D-1.5' DETAIL AU LATERAL Bo SE DITCH �H � S�la) b G�o��d �:I p � t"�+. Slop� 8 Min. D = 2.OF1.' B= 6 Ft. 6= 5 Ft. -L- $TA.524'-18 TO $TA. 535+27 LT DETAIL BB CHANNEL CHANGE ( Nofto Scale) b Proposed NaNral �o„•„I �_ FiII5lope Gound� _ ""�— ?.� p ,1.� �„iFr. � � d rswd, e Min.D= 1 Fr. �E*�:eeha��ai Max. d= 1 Fr. B- 5 Ft. Type of Liner= PSRM 6= 5 Ft. -L- STA. 488+90 TO STA. 490+65 LT PROJECT REFERENCE NO. SHEET NO. R-2536 2D-2 ILW SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER I�T�OMFL TE FLA�T$ Dm NOT I?S8 POR RAW ACQUISITiON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAIL AS STANDARD BASE DITCH � No� ro 5�ole� �,ai c,o�� z� ti.� c�a�� d D �eo�ent�le g Min. �= 1.OFt. Max. d= 1.OF. •wtien e �s � 6a� B= 4.OF. Type of Liner= Class I Ri�Rap NOT USED IN THIS SECTION DETAIL AV lURISDICTIONAL RIPRAP TRANSITION �N flo Smle) F I•m � �,V rvPl PL4N VIEW G�au�d � F�.'C�E"A G�ound R d � 0 2'�� B 04 Liner - Class B -L- STA. 490-65 LT D,d = 0.95' B= 2 -L- STA. 498+29 RT D,d = 2.0' B= 3' -L- STA 508 i 30 LT D,d = 1' B= 4' -L- $TA. 589+55 LT D,d = 1' -L- STA. 594+00 RT D,d = 3' B= 5' -L- STA. 611+21 RT D,d = 1.5' B= 2 -Yt2- STA. 30+44 RT D,d = i' B= 2' -Y12- STA. 35 � 15 RT D,d - 1' B= 2' -Y72- STA. 39+13 RT D,d - 1.5' B= 3' C) Z � Z W Z �n C� oZ �a v x \ \ \ 176 \ \ - 319 5 ' N�� � � � / � � � � � � � � � � � � � � � 1 � 1 JI I t 5/ PLAN VIEW LEGEND - —�4�e— � DENOTES WETLAND BOUNDARY �DENOTES TEMPORARY IMPACTS IN SURFACE WATER O O -I- � �o �� Q M H � N W I W J = I N W W Z W J N _ J Q � �DENOTES PERMANENT IMPACTS IN SURFACE WATER FOR -L- PROFILE SEE SHT. 121 �DENOTES IMPACTS IN $URFACE WATER 5721 Kingdom Wa� (POND) ,� . Suite 100 C) Z � Z � Z �Z �a �v ..... 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L r�°i � � � � � I I � I I �mi �,-_- �\ �\ � � � �� ��\�-`�� r+ � \� \�� \� \ � I I � I N � � i �/ \\\�� \� \� \� `�'� \�� \�� \�� � \��-630 � � \\ \\ � 1 , ' i I � I � � I � � �� �_-`��\ �\ � � �� �\ � �� �� ��� � / �3 � `� �� �� � ; � � � ; j I' I " , 6�0 __ �� ��, ��,,\ � LEGEND o � � � i � � I � i � ��� � , � � 1) � � � / / � I � ' �� i �'� � � SITE 58 \� ��� DENOTES IMPACTS IN ° / l � J � I / l � I I � �'� � / ii �� \ ,o .:... ��� �-�- � SURFACE WATER � / " u� �, .��h %-�/ -�\ \��\\� PL/"�N VIEW \�\6 \\� (POND) � i �� / i , l// � l // I % I I .. c �� �� i/ �/ � � / �/ �/ � , / _ -��-�__ ��\ �� ..,.4 ,�\ ..,.. \ 20�``\\v ._ MPAOCTSSINE S RFACE WATER i � ' � � � � � `O� % � / � ----- �� � i / � �- �\ � � \ '� - -' , , �, � _-' �� � � � i � , .----- ` ` � �` \� � V � � � i� ✓� i� / �� � / / � �,_.�� ���� �� �� � �� � ��>, �� _ -- DENO?ES PERMANENT �� � '�� � '` ' ' � ry� � � ;� ���� ���' -----_ IMPACTS IN SURFACE WATER � � / / �`o � � �r � � ai - ' � � � � � � i � _ � a IOO O IOO 2OO i � /� ��� �' � � � ' _ "" � _ _ _ _ - - FOR -L- PROFILE $EE SHT. 121 �„ � � i � _ w N � ,, , Z �� ��� �� � , . ,, . ,� ,' %�� 5�i - i � i o�� GRAPHIC SCALE , '� , ' �,F'�� ��'�'�'�e � � IC s,z,K��gdom War, w , , _ � � i i �'�`� Sute 100 �Q= � ---�� ,.'// � ��� �� / / �� � Ralegh,NC 27607 � V '�; _ - ' � ' � � i � � , � ,' En ineerin Nc � �a�se No: F-ozsa V Z � Z � Z N � cO Z NV V Z � Z � Z N � cO Z NV v z � a z N � or „Z, NV 670 :, 660 650 '..��'��Ili�l�� ....��"�lill��i�€'���IIIIIIIII �ee � �eee=e m ee �.. . ..... .. .. � � � / / �.. .. ..... ... .. 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R-2536 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED i li i. 670 - ,. — — -- — --� r— 6.0' � �. tio �� I - ?' � FLOW - � �l 1.0' 640 �', �'� ' � � � � � � � � � � � '� � � 640 -- -- -- — '--. , � � � : _ _�_ -. _ __ '. � � ---�---- -�- S I LLS D ETAI L _ _ _ � � FLOW RIGHT TOP ''., ___ _-_' �'� , �, . ,_ �' I ' __ _ _ - �'--- - . � _ OF BANK : ' - ' , , � _ _ . _ - - --- - __----- -- - � _ __� � __ __ -�_ _ _ _ _ _ �- _, _ -. �' �, - 630 _ _ , _ � � � - 630 _ , --- - -� �, -- --- -- - --- ------ ---- ---- -- , � �� � : � _ _ ��_ -- -- i � � � � � I �;� �, ,� _ _ ' �-` --_-_ �� _ � ; � - --LL-�- � -L--� - L � , _, _, - , � �, �- \ . _ - — � _�--, -� � - ----- - - - LEFT TOP � �_.., ^ '���/ ,\ _ : - ._ - .. — OF BANK � ' _ \ � � � RIGHT TOP = I-, 620 EXISTING -- �_ OF BANK I�; 620 STREAMBED PROPOSED � � \ �'� LEFT TOP -_ ` ''�' STREAM BED � — � \�.\ OF BANK � , �� � \ _ NORMAL WS ELEV. = 626.7 , -- _ � _ � ELEV. = 618.34 '- � '�. --_-_- _ -_-__--_-__�----�-�-�-�-�--_--_-� , , - - � SLOPE = 0.034 FTiFT , — — \ � --- 610 ------ 610 �� EXISTING � 1' SILL IN BARREL, SILL IS INSET � 1' FROM END OF CULVERT AND 1' SILL SPACED APPROX. __ _-. ,- _- NATURAL GRO D STREAMBED ( , - f' ' � UN 1' SILL IN BARREL, SILL IS INSET PARALLEL TO CULVERT FACE 20 CENTERS TYP. AT OF CULVERT ' � � , I � �' 1' FROM END OF CULVERT AND �I t 600 PARALLEL TO CULVERT FACE ,, 600 PROPOSED l@ 6' x 7' RCBC i NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED AT THE PROJECT SITE DURING CULVERT CONSTRUCTION. WITH SILLS - - _ _ _ NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY I� -'-`�-�-^ ^��' � _ � - � I BE SUBJECT TO PERMIT CONDITIONS. �? _ ��{.- ._____, _ _,_,:,., � --- — _ _--- .... .. .. .. ...... . . . . ... .. ..... .. .. ...�. .... .... ....... '� ' S121 Kngdom Way, Suite 100 250 200 150 100 50 0 50 100 150 200 250 Role'gh, NC 27607 EFfe1HPPP111tl NC License No: F-0258 CI Z � Z w Z N � ocw NV � � � \ � \ � \ \ ,82 \ MARY lEE \ \ \ \ �8� \ \ \ JAMES DAy15 \ � \ �$� \ \ \ JACK HARRISON \ I� \ ' � � � S F-C S 1 O O + � � � Q M F � N W I w J I y w �y Zw J N _ U h- � � / � � � / � � � � � � � � � � � ��� � ED�'ARD & EVE ARROYO 178 SITE 59, 60 AND 61 PLAN VI EW 183 JOHN PRESN�L O O + N O� � � Q M H � N W I W J = I N w W Z w J N _ V H 2 � \ 179 �''I �"^\ MARY GRAY � LEGEND \ � � DENOTES TEMPORARY IMPACTS IN SURFACE WATER \ \ ..i' , ...; \ � \ ���ay ' �DENOTES PERMANENT IMPACTS IN SURFACE WATER CI Z � Z w Z N � ocw NV . s � � — - - � � � -- --- ---- �� � � � _ e � � � � \ ' -- � � �� � �co l �� ' �„� ��� �\ � � � ` `. `,� � ��� '�, � ' � . �-.� - � �.� � '�� ', ` .� � _ ' ., � _ - "� � � . . . , � -� � - � -- -- �� � � . �-- -�- � � - . _ � � � ` � � �� V � � V � � -� — A \ � � A A A A � �� � � �� , �\ � �� A �� ����� � �� �� �\� �� �� �'t� _ . . � � � � � � � � � � ... ..-� ..__. � � � � -- � � � � � � �, � ♦�� \ s� �� . , � �'; , � � � � � ����` , \ \ `� ♦\ � , 18� _ �`__ �� �� l83 \ � � i � � . � �\ �� � � - - � � � � � � �os �� MARr �eE � � � � � � � � � �. �oxN PeesN�� �., _-, oi � � O O + � � � Q M F � N W I w J I y w �y Zw J N _ U h- � � � \ --__ � � � \ � � �� � � _.�� '_ � � ���� � � �� � �- ,� �sc����� ���� � � � � � �� ��� � \ � � � � � � �, \ \\ � � � � � V81 � � � \ \�� � '�,�—OZ9--�� `� � \ � � � \ � �. � � \ \ --�—_ � \ �� � V A � ��5 UAYIS� � � 1 � — � — _ � "� —� � � V A � A � �� ��� i�i �� � \ \ \ q+, \ � __ �— � � J*CW HARR�N�\ � �� �, j �/�, � , � � , �_ �� � � � �� �\'b � �$� I _ � �, � l � ��i � / / � f��. � m'4� �'/ l �. ... J J,\ \ �7r�\.J \ � � � l�o � I g ,� � \ ia�� ���. �. � � � ., � ��ti= �,'� �,� �, ` �� / i ,` , :r�� - �� � � � " "�6�'ARD & EVE ARfYbYO ' � � / � � � / � � � � � � � � � � � ��� � 178 SITE 59, 60 AND 61 PLAN VI EW qh _ ^� ��O ' s � � � � � o`' i 1 1 1 la� / / I i`'T� MARY GRAY \ � \ \ ..i' , ...; \ � \ ���ay ' O O + N O� � � Q M H � N W I W J = I N w W Z w J N _ V H 2 LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES PERMANENT IMPACTS IN SURFACE WATER V Z � Z � Z N � cO Z NV V Z � Z � Z N � cO Z NV u Z � z a w Z v� l� oZ �a � PROJECT REFERENCE NO. SHEET NO. R-2536 /2/ BEGIN CONSTRUCTION SECTION 3A - _ L_ ROADWAY DESIGN HYDRAULICS 700 TIP PROJECT R-2536 7OO ENGINEER ENGINEER -L- POT 465 + 00.00 L.B. _ -L- POT 465+09.27 �.a. GLI 690 EL = 673.48' 90 PROPOSED GRADE � PERMIT DRAWING SHEET OF VHO 6HO DOCUMENT NOT CONSIDERED FINAL i � i � � UNLESS ALL SIGNATURES COMPLETED �I�������\ /�/.� ���,�` . . . .. .. . . -- �, .. 670 � `�\ EXISTING GROUND 670 PROPOSED GRADE 670 � CULVERT HYDRAULIC DATA � J2�369'/, � � � DESIGN DISC E _ l30 CFS 660 � DESIGN FR��CY = 50 YRs 660 �� DESIGN HW ELEVATION = 6299 fT I � BASE DISCHARGE _ l40 CFS BASE FREQUENCY = l00 YRS 65� , � — BASE HW E��TION = 630✓4 FT � i � OVERTOPPING DISCHARGE = 650 CFS 65O � OVERTOPPING FREQUENCY= 500+ YRS EXISTING GROUND OVERTOPPING ELEVATION = 639.0 FT r 640 `� ,, � � � _ _ 640 �/� ���� i'� ��� � �' `� 630 . 630 � � � /� � 630 / : \�` // �`` 620 620 � ����� �`— 620 � 6'x7' RCBC 459 + 00 460 + 00 461 + 00 462 + 00 463 + 00 464 + 00 465 + 00 465 + 00 466 + 00 467 + 00 468 + 00 469 + 00 470 + 00 471 + 00 472 + 00 660 �� J J J BRIDGE HYDRAULIC DATA ' ' � � � �� � 660 = o a o 0 0�n � DESIGN DISCHARGE = 2600 CFS �+P � � m N M 'o N DESIGN FREQUENCY = 50 YRS p � � F BM #1, V Q� p� ��� = O� - RR SPIKE IN anse oF ,z•- roPwa � DESIGN M�V ELEVATION = 600.8 FT Z > > +� -L- STA. 480+87.96, OFFSET 328.24' LT, � a w a w a w PROPOSED GRADE � N� e�ev = ezs.es BASE DISCHARGE = 2900 CFS fi50 ���'369/ m n� � W � W _ �� BASE FREQUENCY = l00 YRS 650 .> W� W BASE HW ELEVATION = 60/J7 FT EXI5TWG GROUND OVERTOPPING DISCNARGE= 12,000 CFS � � OVERTOPPING FREQUENCY= 500+ YRS 640 � � � OVERTOPPING ELEVATION = 609.8 FT 640 _ � -l3,67� t-)0.30% � , � � �� � DATE OF SURVEY = 6-18-20/5 � + �o - - �� -------- .�t-�o.ssx � � — — -------------- o � �� ------ -----►--- �. _ .� � 1� � 630 �m W�—"�.�---�� \ � W.S.ELEVATION — 593.5 FT � AT DATE OF SURVEY 630 � /I \\ 30" RCP�✓/ � - - - � � � J27369% °' 620 $� __�+�z.-r3i ___---- ��� 620 E �' � L � � � 610 PIPE HYDRAULIC DATA ��� � SS DEPTH 5.69- 610 � 30" RCP—V Sta.472+05 —L— � P� � r MIN. �ow CHORD � DRAINAGE AREA = 7 AC W� w � � m e� = aoa��so� DESIGN FREQUENCY = 50 YRS � m; �� 3 600 DESIGN DISCHARGE _ l9 CFS a W VESTAL S�� 600 o DESIGN HW ELEVATION — 63/9 FT � CREEK � � I00 YEAR DISCHARGE = 20 CFS sioPe i:s �P �zAFr. micK� �'�.Qq� �' � � � � � I00 YEAR HW ELEVATION = 632.0 FT (NORMAL TO CAP) (TYP.) ��� _ � OVERTOPPING FREQUENCY= 500+ YRS � c-� i 7� � 590 OVERTOPPING DISCHARGE = 87 CFS _ _ _ , � NORMAL WS 590 ELEV. = 594.0 � OVERTOPPING ELEVATION = ��•4 � � + m w ��� � � P W FOR -L- PLAN SEE SHTS. 35A, 36, 37 � 580 m ; W 580 � w d 5121 Kingdom Way, Suite 100 � 1�� Raleigh, NC 27607 0 v En ineerin Nc u�e�:e No: F-ozse = 472 + 00 473 + 00 474 + 00 475 + 00 476 + 00 477 + 00 478 + 00 479 + 00 480 + 00 481 + 00 482 + 00 483 + 00 484 + 00 485 + 00 486 + 00 � 610 590 :1 H EADWALL NORMAL WS ELEV. = 596.53 _'_- -__----� 150 C� STA. 488 + 15 -L- 66" RCP CLASS III ; BURIED 1.0' � SKEW 51 ° I GP ELEV. = 611.80 j I I I I 100 50 C 50 SITE 60 PROFILE ALONG STRUCTURE STA. 488 + 15 —L— 100 ���IV. OUT ELEV. 589J0 150 610 .11 590 H EAI INV.IN ELEV.594.00 150 i CL STA. 488 + 90 -L- 60" CLASS III � BURIED 1.0' i SKEW 90 ° i GP ELEV. = 610.84 � i i 100 50 50 S ITE 61 PROFILE ALONG STRUCTURE STA. 488+90 —L- � �NV. OUT ELEV. 590.10 100 150 CI Z � Z � Z N � oZ NV 0 0 -I- N � � ^ Q M H � N w I w J = I N W �y Z W J N _ V 2 �\ / \ � �\� \\ \ � '�rcyC/� /,' � F SFF �y�6 syFFr 9Tq 3 �/ � �� /� ■■■■■ ■■■■■ .,. , SITE 62 AND 63 PLAN VIEW Qh \ �� 0 0 + M O � � Q M N � N w I W J N W W Z W _ N J _ V 2 LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES PERMANENT IMPACTS IN SURFACE WATER FOR -L- PROFILE SEE SHT. 122 FOR -Y16- PROFILE SEE SHT. 195 FOR -Y16DET- SEE SHT. 26-5 CI Z � Z w Z N Z ow �V � � , / B ,. �\ p �" � i �� � � �� �� i � i / / i � � / � I � � / � � I � 1 i � / i � . � � �\� � i� � � � i I I � � � � � � �� � � %� ' , h ��. � I �'�'�'�\ � � � ,�ESSIE GRANT' � -\q `� �� � ' I � � I I ,T \\� � � '� ,7 I � "y I � � ' � � ' '� ' � � ���A d� ,g4 � ,' �� '�4r o i --1/ _ \ , �\\ � I\ l\ I � � 1 � % 2p.4 \ r i Cjy�/ �Q' �\ r�R�vui uivavvirvv �\ \ � � � \ ` i i I � i � �'x�� � < � � � ^/�c SHEET _ OF _ �� � A �� � � V �� � � � � � � ���„� � � y 1�'��� S �Y� � � � � DOCUMENT NOT CONSIDERED FINAL � � \\ ` \ �\ � i � � � � � � FF S � 6 S � \ , � UNLESS ALL SIGNATURES COMPLETEI � V A V I l r �. , ��' � . \ � � k.; `� � J h' F Tq � � � � i � � � �� �v �� �� � � � � ����y v� �v � I � � � �90�`� � �� _ _ � � T 94 �6X cnno�vx IYArK�Ns �ucK ��� j � �� .�\���A � � � i � � � � � � � �� �'�' � {� . , G � \� �\ �i�` � � 183. �' J � � . 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G A / � W �1 I N ' o� I l � � � � � s � � � � � � 1 � / /, � Z W ` . � � o . -� � � � '� � I tn w � , �� / � ; � � � � - i A �in� reMP. iMvncrs' ' i� -� c� � i � / /� � � � J Z � ,�� � � � �� / � � � � / : I 7 �� � 35G � -11�`5URFACE WATER �J � / � � � � ' , � � ., ' / � ' � . � _ � i �� / /' SP �IA C FYC/H � r' . II ( � � i / . \ _ U � � sa cin� cur � � � � s,�,�"' . � � __ � sueiE � E�8 ss� , ��F //� l 190 H � � s�e oerou H � / � / 'Ig� �7c � 1 .� l i 1' i , � � f ' � � ly�o�os / i / � r � � / �� �� o��c� �__ - �_ � i, )l_T � � �, C i D / � � � �C\� � . �� / / / F / " - - � � \ l � 'r � � � . � ofos seWea�� / � Hrts � 1�A �� }� � ; �2 � i� � ? � --' Fs� � i / � _ � /�, � , ti CLEADiOUT ( 'N �CK �y � � � ✓ �� ,fi f � � � / ' �� / / � � ^ � � � � I� I ' �TERAL BASE ITC ti � � / �'y"$¢� �u � SPECIFlL CUT DIi'�H � � / � J / / / '��� \ ' _ � � - W/CL � RIP � � � /yr.,�' .' SEE DETA�L H / , � � C '_ �� � � WD STEPy � r`{ \g.� � / .�if" � ��� �, � � ^ �/ ( �� ` I , � � SEE DEfAIL�V � � � �- � / / i � � � � I_ _ - / / I /�� k'�+nNces �ee i � i / — � .cr- �� � � � .�V-� �� ��/ l� s`. ) uss n/�iv al.P o Fiopo � � /m :� �,»; � HTR /, � . /� � ' �,� � � � - BENCH�BORmER P. I � I � X� � I � \ � -/ / � T L �p RIPRA � / ( � � / � � . I i� �� � � / � / � / � /� � } /W!2 V ,Ep FAB( i �� / EST.S/TONS CL I�RIP RAP I / / ,' �(J] � � S ~ ��� 'p � / / ' � � / � ' � � f � � � �, EST.b SY �EOTE:fTILE � I \: �r ,-� ��r� � . i � � ' Vloogs � � � iii / ��� i I I Eoia �rsea � 1 � � � �� � � ��Y � � _ �- � � i �r i , � � � �nenrrirvc � I � � i � � � I � / /� �� �j ' �. � ., � � i � , � � � 32 LP�OF C�iUTLEy / � � � � I d � � 6 's� � . / / � � i / \ f I i � � A , za° RCP�u R � � ' enn ve �a/ � � / / i � i � � ` cNnprt•i� (MPaoN�err ( � � . � / � ��.$PE L CUT DITC / 4" RC' / i / // � / ' ' / SITE :)2 �� EST�O TOINS CA55 II R P ' � � , JAM� �ANI$� �1 . - \ � SFE �E H / � . C .. r - R : SY GEQTEXTIL� � �� � � �... / / 4, / � ) \ � � � \�� . �//( � f E w � BEGIN TEMP IMPACT�S � p� � � / ��� � I � 1 � � \ /2.G ��'. _ . �t� J � YTANDARD GRA55 � �N SURFACE WATER, � =� /O� � � I ' P , � R \ � . -\ . WALE I BEGIN TEMP. IMPACTS ' / � / � • � � . ��� NTp r,� %�C �a�� � / ��' .. '- �F�' � ' ' I � � � �E DEfAILAR I ��' , IN SURfACE�WATER � I / I � // / � . _. �u /J � 9� F- O OPE = 0.3% � j / �' � // � '%/ �4� ' � � �\R � /� DE-75 CY BEGIN PERM. IMPACTg,qANCE� LEE � � I � � / % � � � ��� (/ . _ �A,T�\ �(A URISDICTIONAL I �� �N SURFACE WATER � I' � B �Rq / � � \63�.6 , ' w-r�„ ��� � P.,TRAN51TI0 � BEGIN PERM. IMPACTS � � � I � / � % ' � I W "� � / 8 % •�m � � SEE AV r IN $URFACE WATER � � / � � / ' � : � � � ' � � � /\>�� �� I � BEGIN TEMP.IMPACTS �9� / \I , r za• acb-m a �h„ . i / /� � ��-' ��\ 6 IN S RFACE WATER � I \\�� n/ 1 /�. � //'/ � � � •3/ � RETA�N. . � � � �/ � I � � ' �� � // + � � � . .��/ / l � � . \� \\� .. . I I I % %/ � . � I �, \ .. _ %�� � l �"�ean�'. � :/�i< <V � �� � c'� � � � e �� do,� I � 1 � , � � I g , � /�l . �, cu1 oirq� � �, �_ YLNs c[s'a ai � �� � � F:^ 0 1 1 ti / �1 � � ��N�C � oerni� H � Fr��o ���� j% � ��vita sV-�o �s� - � -� � � � � 1 � � / � 1 � � � LEGEND \ / ,/` _� , qC I I � ' SF� S' yI6 , , / ; / i � I ���_ _ �� �// i o..\ ,<� _E�as�S�� � i 1 � � �' � � I � DENOTES TEMPORARY �, i Q� 0 1 i� // „, \ a � i I I h�FF S%'q 19 � 1 1 �(, ��9_ �j / a � �� I �� � I � ROeERT WELSH � IMPACTS IN SURFACE WATER T I �� � � ' � _ �iF� / � � '\. E i 93 8xS � Ru�z oy�Y � � � '� �i� � ;r92 ; �F � � � , _ � � � � � �l � ; . � ,� :r\ . I � � - � DENOTES PERMANENT ` �� � ����A ���€N� MiN PucH �a' �e ���. I � � �1 ��; � IMPACTS IN SURFAGE WATER \ � 1i��� \ � � ' j . I \ �� . � � � \ �� �� ��\.� e , i i Y � � s , �.�� � , �, � � �,�� � � � I I � .. - , " � o � � I I I\ i � FOR -L- PROFILE SEE SHT. 122 � � ` � I � � � � �� FOR -Y16- PROFILE SEE SHT 195 ���� �� ���� 200� �l I I � � � � � � \ FOR -Y16DET- SEE SHT.26-5 SITE 62 AND 63 , �, , �,', ' � � � I � � � � , cRAPHic scA�E PLAN VIEW � � I;, �� �, ��� ���� s r. I I I '� 5721 Kin dom Wa I : . , , , ..' Su te 100 0 Rale gh, NC 27607 I En ineerin N���e��eNo:F-ozs$ v z a z N Z o w �V vi i �,n, ��� / DETAIL H WOODS / � `2G1-A CAROLYN WATKINS LUCK ADDITIONAL FOR TEMP. BASIN � �� �---�, � ��,---�:: � ' C CUT � � � �) TCH, SEE ',F�'� \�\� AIL H ,� / �i �i ' ii � ��� i i � ,� i� � '�i' \ i � . � �' i � � C i i � � �� 5 \ ' '�`— � i ��� � ' � Wi �^�� I i �� �� �� I � / � �\ ` // � , , ,, . � - �, � � �� �-----_ ' � . �`� � --_ � � � � � �� i � , � , ,, , , , , ,, , , , , � � 2G1-A ' RCP-III FS��+ -L- '" EGIN TEMP.IMPACTS B' SBG i N"SURFACE WATER + 5 = I I� _,,.. s`-`� BURIED Il' � ITCH--- - - �i°U1 F - _ .._ _ � _ _. > , � � , , ._ , � � . i ^�i � � � ----' I-D FS /� � -= , , -- , ���v�m C . �� � — — — — � — — — Ci m i �, LATERAL BASE DITCH i `"w � SPECIAL CUT DITCH ''` `� � � i W/CL B RIPRAP ���`�' SEE DETAIL H �� �� � � � _--� SEE DETAIL V i �`'�� � � � � � __- -- � Q� � FRANCES LEE '`� �� , � �Q' S CLASS II RIP RAP ON FLOOD �,,�0 9 �� BENCH BORDER (TYP.) i i N� T hJ�a L B RIPRA � i i , W/21� Y! � EO FAB EST. 5 TONS CL II RIP RAP � � EST. 5 SY GEOTEXTILE � � COIR FIBER � � J� , , MATf I N G � � � � 32 LF OF OUTLET � � CHANNEL IMPROVEMENT � � SITE 62 EST. 10 TONS CASS II RIP � � . 30 SY GEOTEXTILE i� i BEGIN TEMP.IMPACTS i ��i / IN SURFACE WATER i � i i BEGIN TEMP.IMPACTS � � � i � IN SURFACE WATER � BEGIN PERM.IMPACT�RANCES LEE � � IN SURFACE WATER i i BEGIN PERM.IMPACTS / � � � B GINUTEMP IMPACTS ,9, DETAIL SHEET FOR SITE �RETAINFACE WATER I� CLASS II RIP RAP ON ' FLOOD BENCH BORDER EST. 10 TONS CL II RIP RAP EST.10 SY GEOTEXTILE 40 LF OF INLET CHANNEL IMPROVEMENT EST. 45 TONS CL II RIP RAP EST.45 SY GEOTEXTILE LATERAL BASE DITCH SEE DETAIL AC �i : ' ��� • • • �..�==_�����,e L � __�� 3y► � �� �BOWS & LUG gEG SBG + 85 2G1 500+00� /�/ COIR FIBER MATTING � EGIN TEMP.IMPACTS j IN SURFACE WATER S ECIAL CUT DITCH� S E DETAIL H BEGI EMP.IMPACTS � IN S RFA WATER LATERAL B SE DITCH SEE DETAI B ,� � � - � � \ � � SITE 63 N � F � PROJECT REFERENCE NO. SHEET NO. R-2536 38A / ILW SHEET NO. ROADWAY DESIGN HYORAULICS / ENGINEER FNGINEFR `� . � / `�� =�,, \ � q�\:<�, � �.-� / � 95 PERMIT DRAWING SHEET OF � DOCUMENT NOT CONSIDERED FINAL KENNY YORK , � UNLESS ALL SIGNATURES COMPLETED � —___� C ' i� � . . � � " ,�� ,' . � SPECAIL GLI$ - �,'� � � SEE DE _ ` �— �' ,�� � � � /,, __ �-�R =,,,,�'-'� \ /` , � 2' ` / �� \/ / / / / _ , � i — _ � i END SBG F � � � C�1O > , +18 _-� � � �— i i ��— --__ �-- - �� � �--- --- --C C E STANDARD GRASS SWALE � SEE DETAIL AR ✓ SLOPE = 0.3% DDE = 75 CY � URISDICTIONAL � � P TRANSITION � SEE .AV � ,� in� i _ , � � � � , �i � . \ ...... _.. \ �. � , 191 62 AND 63 III�„�//% � SPECIAL CUT SEE DETAIL H LEGEND DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT IMPACTS IN SURFACE WATER • • • •• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ... . 5721 Kingdom Way, Suite 100 Rale gh, NC 27607 NC License No: F0258 v z � a z N � ocw NV PROJECT REFERENCE NO. SHEET NO. � � - R-2536 38A �� DELAIL H � � �, � � CAROL�YN��VATKINS L`�JCK � �� �� � � `� � qqq,��'a ��� "^" s"EEr NO � \ I � '� � / I / � '/ ROADNGINDRSIGN H�NGINEFRS �' WOOD6 � ���,DDITIONAL �� � ' , � ,� � � i / � � i � � _- �' i `_ �� CE `REQ�D > � � � � � � i i ' i� i ' / i �� � � / - ` FOR TEIv�P. B, SIW �� 1� I'� �CL�AS�S II RIP RAP�/ON i� ' COIR FIB�R MATZING �' ,� / ' / � I� �' -- � �� � � iFL�JC�D BENCH ��$ORDER `,� � EGIN �TEMP. IMI?ACT�.� ,' '� � ��� � �2G1-A ,_ ' � g-� ' ' ' � ` 'ES�f. 0 TONS CL II RIP RAP < < � , � i�� '� � i i/ i i � IN �IJRFACE V%ATE� �'� , ,' � � � q� ��_ �� ��� � �,� �-,� � ' ; -' i � i , i o � iES�f. li0 SY GEOTEXTILE � ' � ,� � , , �� � C CUT� �F � �' �� `� � �i � � � � � i � �F �ON IN�LET S ECIAL CUT,' DIT�i �, � ��' � � PERMIT DRAWING �) TCH SEE � �' � � S E� DETAIL;�i r`` SHEET _ OF _ , � � .-: ', �.' �� �� � � i i ` i i QHAj�1t�lE4 INYPROVEMENT �� � DOCUMENT NOT CONSIDERED FINAL AIL H ;`�I, � , i i� I � i � '� i E�S,T. �45 TO ��S CL II RIP RAP � / BEGI EMP. I�v1P4CTS ' � ,� UNLESSALLSIGNATURESCOMPLETED ;' �'( � ��� i i � �i i i ES . �45 S�Y ,�uEOTEXTILE i� � IN $� RFA W�4TER,�� , �ENNY YOF�K , � , �'' �' � '�� � � i � � � � � � � , ' ' ' ---_C C , � ' .- '. %� ' ' � � i � i ' � : i � i � i � LATERAr� B SE DITCH ,� /� � � , � �' � �� �/ � % l � ,'i . � I � � � � � � � r � � ��TERAL BASE DITCH � i i i,, " $EECDE GLI� � ,-r � � ; C ,',�� ' � � � , � � � �-� i i iS E DETAIL AC , SEE D�TAI B ' � ' �,'� � � �- i � �r� � 5 �T NS iGL � RIP�Ri4P� �� y�i00DS ,� � � i i - - ` _ - � � . � — . \ . � � , �� � � � i �� � � W/ ,4 S� �E� FA� i � i �� � �� � �� �� i � ' � � I I ---- � � '-�� � � �� I � / � , � �� � � i ` C��� i � �� �� �.� � ��' 12r�R �� � � �� � �� � 1� �� � i �' _ �v�-��' i ��_ - - � � � 4 �y �__-- � ��� � � �o i i ��' � � t — ��t _—� `'� _! i' �� ��s' - "�i ''� �� � � . i� � �� � � i i � i i i � � � ��` r : �� . � � F ,�� ' f , , ,� ��� ��� '� ----- ' � ' ; ,�- '.,' ��R� s� u� � � �� SITE 63 N � ' % , � � � ,� i � ' ' , � � � � �¢P . �� BE �=�g6- % " ' � 4� � , � � � � � , +�5 � � � ���� --- -� �� � �� � � "� q � � � � � - � 1 � / � � � � � . � _ i - i � � i � � � � I �� � �� � , -�� , - � ; ,�� �� � � - �' � 2Gh � �� � • ; ' . , p � � � � . � � ' ' � � % j �, ' i � Q � � '�� ��� ' , ' ; � � �J'�OO�;OO � �� , ; � , �� ,� , . - , , �. ; ;� �,� �' , � � ��� ����, �� . , � , ° � i � � ' •' ;' ," > ,i i � : � � � , ; i � i� �� �� �a� ' � �� i r ;' i� a , � �� � ��� �� � � , �� ' � � � i / � ` � r� � � o � ,-� � , � ,•�� j i i- - � �� � � 'i i / � �' 2G1 ,4 � r �� ' ,' ' � �i i , � � ,• ' �CP-III__ FS -�� '� �% � --- �� �i i � � � � - �� ' �' ' - ,�C,� � ' �� � i � '� ��.� � W - � i � , - , < . , �� � �,F' �: • � i ' i l ' i i � p� _- i � / 7 '` � E�IN TEMP. IMPACTS'� j, � / �` d`"�� � � i i i �� ; �: �7 ,� ��BG �_ -�-' N �2FAGE WATER , i � �� � ,' � i %� � i:+�5 = � �> ,� , �� �' i � � ,, - ,= - �s ' ' ,' ' � ,' , � � � � � ,� � � � , i, r _ ' � � '' i r i ' � ,�� -- I ' --��BI�RIED ' � � I � EtND SBG , ��' � � i � � � � 9O � . _-' ,-'" � . "�,-' � , — � r. ,�18 � , ����-�� �' i �- _ __ Y -- ' �cn " i �,--- � � � � �. , �� ,��� , i i /� __- � r rrcH _-- - � � -- � � —� � � . , . _ - � � , . ��__�� ,' ,- , , E.F � ; , � _ - � �,,� , � � �— —__ --C', ------ � J�' ---- - _ �' � �- "� „j �--j—_�� �� � � � � C T `. � _ " �' � �- �, � _ y� � - � � �� �- m � �� , wmiC , � � ' SPEGA4� E� �� K D FS � � �. � -- -�� i �- i -�i�mi� i � ' � ��� - --- -�---'-� ��� � � � ��LATERAI� BASE,[SITC�i' � � ,�� �i�w -'� � SPECIaL CUT DIl`C�H � SEE DETAIL H f��� � '� \� � � '` m � SEE DETAIL H �� ��- --��� '- �, r � �i � i � W/CL,� RIPRA� � � �� �` ��`�o"�`b'% � � - � ' ,� �i� . ,,-_- � � � � i� i /__--� � SEE �ETAIL N � i i �� i � y � �,� � � � ' ,-' �� � � � ---- � � ' i i � i Q� � r��RANCES LEE ��" � ���i� ��Q' LASS IIiRIP RAP OI�I� FLOOD i i l 0 9 i m i i .' ��,=,� ,-6 y � � �� �� � � '�� � �� S �� � i 'BENCH,'BOR�SER (yYP.) i ; ' � � T hJ� L B� RIP ��,� �� � � � i ; ; �� � � ' , 'WL21� �� EO FAB' i�'' ����� �� EST. 5�'TON� CL I��RIP RAp �i �• i i� "�� �� 19� i �' � i �; ' � ' /�� � EST.�5 SY ��EOTE�CTI LE � i i- � i � i � L E G E N D � �� ,' � ' i � �i �' �� � � i j �OIR FCBER �� � � � i i i i � � � '�� ' ' � Yv1ATfI�IG � �� � �i � i i i i I � i � � �� � � � � ' ' 32 L�OF QUTLE� � % % % � i r ' DENOTES TEMPORARY i' i �� ' �� i� � i� l, � IMPACTS IN SURFACE WATER �� `� SITE (�2 �� CHAI�NEL �MPRONEMEhJT � ; � � � EST°10 TO,NS C�SS II iRIP �' �� a .� 0 SY GEO,,TEXTIL� �� i`% ��� i i ' DENOTES PERMANENT � E � k' �E�iN T�MP. rMPacT's <�,_ � '�, � ��� ,` ; IMPACTS IN SURFACE WATER �TANDARD GRASS � kN SURFACE WATER, ,- � �� , � � , � � WALE ; ;; ,�� BEGIN TEMF�, IMPACTS i � '/ � � � � 50' 25' 0' 50' 100' �SEE DETAIL AR i ,� ;! i IN SURFACE WATER ' � � i � � � ` V �,LOPE = 0.3% i � i i � i '� � i� j � pDE = 75 CY BfGIN PERM, IMPACT�RANCE9 LEE i � , i ��' �. � � URISDICTIONAL � � IN SURFACE WA�fER � ! �/ i i ,� GRAPHIC SCALE r' R � P T R A N S I T I O�I i BEGIN PERM. IMPA�TS � � � ' ,r � � SEE .AV � ; � IN SURFACE WATEI� ,� ;� ;1�� �,�,,,, ,, �, ;� BEGIN TEMP. IMPACT� � 9� D ETAI L S H E ET F O R S I TE 62 AN D 6 3 ;� ,a 5,z, s�9e ;oo WaY. � �� ,�, ; IN SURFACE WATER � � . ��% �� RETAI��. ' Raie gh, Nc z�em ���'--:-:.._ � �' il� '� � � . . �. - ;�' Enainnrarina r+c i�e„�e Ho:F-ozsa �u z� l9 `< Z u � n w , w Z= � � i O w 'i �U? � _ G . . . . . . . . . . .. . �. . . . . . . . . . . . . . . . . . . . . . . . .. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. . �. �. . �. �. �. �. �. �. �. . . . . . . . . . . . . . _ . PROJECT REFERENCE NO. SHEET NO. _ R-2536 ----- --- -- - ---- ----_ : -_ _-- ------- ----- - ----- ---'-- ------ - --- - ---- -- --- --- - - --- -- -- - - - ---- - � . , � � � i i i i � � - ____ ' ____- ------ - - __ :. , � . ... .. . . . . . .. . ... . .. . . . ,. ... . . .,. .. .. � . . ... . . ... ..� . . �. . . 630 -I� i'. 620 _ _ -___ 610 � 600 _i i. . � � �. � . �. . � . �.. � . i � . i. � , i i , i , � � . i . � ..�. . �� �... .� . � � � . � RhV SHEET NO. - ' ! '. ! ! ! '�� - � � � � � � � � � � � � � ROADWAY DESIGN HYDRAULICS � - �- � �i- ENGINEER ENGINEER _ - .; - -- - - .. - _ .� . � , . - - � _ ,I , ---- - - - -- � GLIS� __ � � �_ _ � � � � � ' ,I , ; , , , , , ; � _ _ � _ _ __ � � � , -- SITE 7 �� _-_- ��_ �, - - _ �� � , � � _ _�_�� � ,_ _�_� _ � � � � � � � �� � ; _, ; , � , L �00 + 00 , :�_ �. :I ._ . _.:- -- _: -�-I �_ :-- : � . �: .::-�- - k ..-�, _ . - � - �-�.-.. � - �'� -- � --k-.. I I .. _ . . . .. .. . ._ . . , ... . . . UNLESS ALL SIGNATURES COMPLETED i i i . . . i i_ . _ .. �. �. �. �. . �. . . �-. . . . .. . .. . . ..... . i.. . . i - �.._ i i i I' i ii i i � PERMIT DRAWING �_ � _ ; _' � � � ��_ SHEET OF __ _;- ___ ___:_. � � � � __ _:� , , � � �� � � ' - GP AT C� STA. 500 + 00 -L- � � � � � ' � � � _ _ _ ' - � - '_ __ _ ,. ___ _ _ ,_ ___ _ _ _ ____ _ _._ __ , . _ ,..._ � � , - ELEV. = 624.15 I , ; ' - SKEW 132° � , -_ _ 2 � _ - �--- � � , � _ _ _- - - _ _ _ _ - --I � � -- _ _ _ --- - � � I �_ _ I , � � �- _ f _ � � �i� '�� I � � � � � � _ _ _ _ _ , � � � � @ 9 x b RCBC � _� H -'--I - � ,, � �,� � , ��� �� �__I _� __� _ �� �.� I_ �_ � , _ __ _ _._, _ _. _ � , , � � � _ : � _ � 630 �� � ; ; ; , ; � � _ _ . _- ' _ _ _- - -- - -- _ _ _ _ 1 _ I r_ � , � i ' PROP. ROADWAY SECTION ' -- � - --- - ,. _ __ ', , � , ALON L.OF TR CT RE I _.. II. , - � � � , , ' �� G C. S U U - , � � - -- - - - � ( ) � � � , � _ , - - ,. _ � � � ,._._ � � �_ _... : ----� � I - - ; , i i , . _. I� � _ � � - _.. I ': ' NORMAL WS ELEV. = 610.5 > I_I � I I I I I I I I _ { ; ry ��,� � I I �� \,� / --- -_ -,\ �� i � I � _ _ __ - _ � I I �I l i � I I �' ' � _. �__- _-�- �__�_ _,_.�_ _ 0��; I -�. � I , _ ____—_-� -�. ��p� � { _._:__ � - -� I �, _ __ -, - _ _ � � -- - { I __ _ ����- � _ _ r � �- � � 1 � -r- . . _ _ _ . 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'�-... -� - ... -- . ���\ �� �� \�\ �� ��� \` ��_yq0�' � DENOTES PERMANENT � � � / / / i / / ��\ `�v,,,_, --��\ ��\ �� ��� ��� ��� �� ��-__ IMPACTS W SURFACE WATER , � . , , , , , SITE 64 , , �, � � , �, ------ � i � � , � ,6�° —___ , ,, ,� , � ,, ,, ----- � � i ,r � i i i � �-� � /� E� �� �� � ����� ���a �� ��,_____----- � DENOTES FILL IN � � / � � � PL/"�N VIEW - �NETLAND ...,_ �� � � �� --- � � �� \\�� \\� � ��`��� �'- --- 100' 0' 100' 200' � '�� � � ''�-- ��� �-630--- FOR -L- PROFILE SEE SHT. 122 � � � � � � � n � � � � � � 1 � � \ � � � _---------- � \ \ \ � \ - - _ � \ \ \ \ - --- � �� � � — GRAPHIC SCALE � ``6� \ — � \ �\ �� ��� �� ` _- -_ --, � .. '� _- 5721 Kngdom WaY, 1 � �� � �e,__ - - - . - �`."� Suite 100 � .. "'_- _. . __, _. 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VJ i� i�� I R-2536 X-31 —� 150 140 130 120 110 100 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 — — _ - GLI _ - , ; � ,; - , ,; ' PERMIT DRAWING I .-- - - ,_ _ , �_. ,- _ _ _ - - - _ ' _ . _ _ �' _ __ -, _ ; . .. , � , �, , _ . ., j -- - s5o � - WET�ANo �. _ ; SHEET OF = -- ---- -- s5o _ � , '', � ; , : ', _ i ; ,, . . ... _7 .. ....... T �I I ��' . T._ I . . . . . . . . I ' . � �. ... .... _ . . _ - .. � �. . - . -� _ I . . . . . � i rt._ .i . ... ..., . I . ... .. . . _ I I. I I I _ . . . . _ . . . . . . . _ . . . . . . . ._ . . . . . . , _ . . . . . . . . . . I � i . . . I i i i . . . . �.. �.�-, . . . . �..-_ � . . . . . . . . ___' , � . . �... __:_r . . . . . . . . . .�._ . I I i i i ��/� ' '"_ ... _.._.. ._ i O7V. .,.. .. . _ _ ' _ '. '_ _ _.. ........_i� .. ....._. . . _ . _. . ..... . _.._ II �. �.,...... . . . . . .., . . ... _. .�_' . . . . .. .. . ..... .. ..... _ ._I . . , I . . �. �. . 630 - ; � ,�.� _ . _.. 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U.Y. � 636.25/ . . . . . . . . . . . ; . . . . : . . . . . . . 2, . . . _; , ,�. . � i ..; _ . . _��..- -ii ... .. _:.. i �_ � �� .. . . _ � -_,, 630 � � � �-: - ------' __ -_ � _ _ � --- , _ � � _ _ _. _ -- - _ , —� �— �--� - � � — � - - --- � _�. _--- , __ _ _ . _- � - -- � � � _ _ _ _ _ _ _ _—_ ,. _.... '._ � � �I �I ----- ----- - --- _ ------ ------" 620 --------' S.S.620.91 _ _----__ 614. 3 --' � , �_ ---- 508 +�0.00 - � � � 6l0 ' : ' __�� � , , � ' _ i . _. .� - -._' i- t -� i � � � a=�� � �� --�-- -_-_� SITE 64 _ __ __'�- � �,. { � , � _ � �, i �, , � _ �. � i - - ,. , ,. _ _ - _ -, ---- --- - _ , , , , , , , , � �; -- � � II I � I I I II II �II� ,. ,. ..� I . . . __ _ �� .... . 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I w j � I �/� �� �// �� �� '�p�"��� IMPACTS IN SURFACE WATER I I � I I � � / � � � � �I I I � � I / / � i/ �� DENOTES PERMANENT I I I I I � / // � �� ��� � IMPACTS IN SURFACE WATER 1 I j I I � j / �� �� " � � i r , ; . � i I � � i � / � \ � �� 1 i � � i �� ��� __— � � � 1 I � I l �' / � � � � � , � , , , \ \ \ � I � � I ' � � / / FOR -L- PROFILE SEE SHT. 123 ���� � I i i �� � � � � � i ,�� � \ � \� � � i � i 1 � i� �� � �� �I � � �I � I I � � � �/ i�� ��� 5721 Kingdom Way �- � � � 1 I � � / Suite 100 , . � � s Rale gh, NC 27607 � � Engineering Nc��e„�eNmFWSF V Z � Z � Z N � cO Z NV V Z � Z � Z N � cO Z NV uu zF �< zu ao w, W z= ��� O w 'i �U? � — n .. I.II.I I II.. Ill.il. III .�I I I�.. I I.I. II.II�II .II II II..II�. I II..�.I I.II. I 11.1. II.I,.III I �: � PROJECT REFERENCE NO. SHEET NO. R-2536 � RhV SHEET NO. � � � �. � ROADWAY DESIGN HYDRAULICS � � ENGINEER ENGINEER ._.... .. . . .. . ..... . . i.............. . ... . . . ..... .. . ...� . .. . . .. ._ ...... .. .. . . . . . . . . . ..._ '- I . . . . - ` � � � � - - �- � � � � - �- � � � � �DOCUMENT NOT CONSIDERED FINAL � � UNLESS ALL SIGNATURES COMPLETED iw��wiiii��iiiii�ii�iii�iii���iiii�iiw�i - io�o�����w����o�������o o��u�o■ io�o����m�������a�����o�o��o�o■ m�����o�o����mmoom �ioioiiii�iiiiiii�iiiiioioiiiii�i iiiiiiiiiiioiiiiiiiioiiiiai IOCOC:mC11�ICCC111■�CQSCC�OCQ111116C CNIIIOCCC1111��C:C�CnC11�n I���������—����N�Y������������N�Y■ ��0��������������O�A����_ io�o������CiiiiiiiiiiiiNi�iii� oi�� ■iiiiiiiiiiiniiiiiii�uii� i��aiiii�wC������a�� �� ����� ��� �u� ��� �u��������u� ' �C....�.......�..C..� CC.... ....�C...� ..............» C:��m=C�CCm■I��CCT:�CI ���� ������o�000�m����m��o a������������e�����o�o�� t�m�atteee: �m�emet■m�e�:ee���t■�e:��0=C�CCI■I��CC�::�CI ::C�' :::::::: :::::� :::: :C:::::::� :::: :�C:::�:�:::::: C ::» • � • • � . � � iiiaiiiiiuiaiiiii=uiiii���iiiiaoi�o�iiiiiii�iiiiium�i� ����a������� �a������ w������� �����s��� �u������� �s������� �u��� .. , ;m�otte�o:.�:o::;et�o;Eee:;�s�;t�o�;;��;;;o;;em�o;::e:::a:;t :::e::::::::�:::::� :::::::: ::::::s�::�::::::::n:::::::.::::• :�'o '::::::d:::':: :'::::� ::::'� ::::':":::'Cr'::::: m:' _ ���Cu C���se�o���i�w.i����������iAa�s��CC���i�wC����n��� � I. - _ � I� _ _ , --: T . i l � _. ,._. �_ . , 2 � - _._._ � , . . � � �' ' , ,� �� �, , �. _ � - ---- _ _ _ 640 N' . , . � 0 - - . � - L :-� � � -L- I � , LEFT TOP � � y OF BANK --_-� _�_ � _ ` � _ :: � ' r I �I � L,_ � -� �-_- � � � ' ; � � �-._ � � � ��: . - I ' < -- -- � -------� , -- -r-- -- - -, - __ � ��, - , � � � RIGHT TOP ------------------- � ' --------- i OF BANK �'� ------------- ----__==_ =_ __- - - � --- ----- --- -- --.__ -------- --=-- - 630 -- -__�,_ -: — ._ --=�-------- � _ , ----- --_ _- --_- _ ----� ------- -- _ _ _ _ _ _ _ � � �_ \ --------------- ------ ---___ , , �� � __----- - ---- -� ,� — , ,- �_----� �`'�-` �'� ' � \ , --- - - _ , � - �- ,----__-____------___ � = _ _ - � — `� -�� , \ _ � -- -------------- - —'`�'--= — _ _:,-- � ' -- -----���_� - � � �_ � __;- , -' ELEV. - 626.24 ----' 1' SILL IN BARREL, SILL IS INSET � 620 � 1' FROM END OF CULVERT AND � SLOPE = 0.0118 FTiFT 1' SILL IN BARREL, SILL IS INSET , PARALLEL TO CULVERT FACE , � ,' NATURAL GROUND 1' FROM END OF CULVERT AND STREAM BED - - I - - -,. _ AT OF CULVERT -_, ,, � �. - PARALLEL TO CULVERT FACE _._ ; _ _ � � . i �-----. . .... i ; : _. � _ _ � , ; ; , � � � ,. , , - _: , ; , � _ � _ � �— , � � � � � � � � � � ,', _,_ --: _ � ' - --=-- -----� - ' ----- -- --- -= _ _ _.... . . _ _ .... _ , _,_ _ _ _ � . . . ...- - - , . �. . .: � _ _ � ,�. � � � � ,---.- - - � �. _ . __ :_ : � - -� - � ,"� - � -- ' r-. � � ' , � __ -- - -_ _ _ � - -- - - _ ___.__. , � �. _ ._............ �__.T_ . . .......I.._. _ ._ . . . ... . . . .. .. .......... . . . . .. . ........ .... I. . ......... . - -- - -- - - _� PROPOSED 1 @ 6' x 7' RCBC �_ _- _- � - _$_- _ __ _ � -- -_: - - � - - : -�- -�_ -- -- - -- _-- �- -� _ . � I . .. .. . . . . . . I I , I .I . .. . . . . .. . . I I ... . .. . .. .. . ... ...... . . . . . ... .. ..... . . .. . ..... ..... . .. _ _ _ . . . . I.... . I I. .. .. ..� I _I . . . � I I I I I _ _ i � I. .._ :... . .. ...... _'__'_'_ _.....:.... . . _.._. ...... ._. _. .,.._. _._.__.. . ._ .. .. . ._. . ... .. ...._. _ ._. _.._. . _ . �.. ...._I _. � _. . .. . .... ._. . . ....._._ .__._ . ._. . . . . . I . _._. �....... __ ._ ... ......_._. . . ._ _.. ....... . ..... .. ._.._' _' _ _ '_ . ._ . . . .. . .........._ . _._._ . .:........ . _. .. �......._ .. . . . . .. . ....... _._. I-- � �'. �.1 I � . � I � r�,. � I���. � I ���I ��. I ��. I � I�. r I �.1 I � �-,. I � � '� I � .�� � I I ��. r I �. � I - I . .. . .. ... . . .. . .. � , ... .. ................... . .. . ........ ...... ..... . ..... .. ... .. .. .. ...... ... ..I.__ NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE - STREAM BED AT THE PROJECT SITE DURING CULVERT CONSTRUCTION. - NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY � BE SUBJECT TO PERMIT CONDITIONS. 250 200 150 100 50 0 650 ' 640 �II'c � �' 630 I 620 , , , ';, , , , , �. �. �. �. �. �. �. �. �. �. �. . �. �. �. �. �. 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IMP' CT6 �� �� `' � � i � i ifN4����F �E V,V TEI� �� ' �'' • , � � � � i � �i '� � � i � , � � � i� � _t �%� i J � i � � �� �=- - - - ` � i F /' ' ° ; � , � � � � �� �� �j ' i � i � � �8" SP / � � - - '� `� � , � � ; � 2 �ELB�W� � � �� � ' � DI I 2C� RO[� & �WG � � ?Y')i � ' o�0 20 LF �� � � � � o i i i • �� �. � � � s � ! WOODS i �� �BEGIN PERAA:IMPACT$ ` � IN_ SURFACE�D'KAT �� �� �� � , � �� JURISDICTJONAL'i � �� , i \� RIPR�AP TRI�NSITI�N ` � � i � ��a EE �ETAIL AV � � ° ` � ` - � _ , i - - � _ _ - � BEGIN TEMP.'��IMPACTS ���. �� � ' - i � �,IN SU(2FACE WATER °� �� �� i BEGIN PERM.IMPACTS s � i I ;18" iR P Illi i18" ` � i � �� �� Q�'3 iSLOPE=0.5% �� �� IN , SURFACE WATER � i i � � i i�� CP-II � � � �w/ �Fi � i 5�,� � � � � c, � � SITE 67 � j ( � , I' i i'-' u � � ► � ', � i ' ► � I i i � � + ,✓� � � � � ' . �� I ri � � , � .d`� �� � � `, '�. �_ � PROJECT REFERENCE NO. SHEET NO. R-2536 4/A ILW SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET OF DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAIL SHEET FOR SITE 66, 67 LEGEND DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT IMPACTS IN SURFACE WATER •� • • •• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ... . 5721 K ngdom Way, Su te 100 Rale gh, NC 27607 NC L cense No: F0258 u z � z a z �� oZ �a V u z � Z w z �' Z o w �a V � ` T � I � � I a \ 1 'r � � Q � � � I �� � �...0 � ��0 � j . > � i � � p� i .I �i i i�� i i BE�I� C�J �� �'' ,i� ' � I I i � I $�i +�rJb / � � --- --- - _ — � i �• ���� � ��� � i i , i � � ,' � 0 ' ,�PSRw1 � � , � � � F � , � � , � �'l --- — — � � � � W I; �i �� i � � i � i � , � i ' �EG�N E - - -- �f� �. � ' .' % i � �� ' i I� � % � _��B +W _— �-� � � f= �/%�i��Y � � � � , � � i � i � ,' �� h1 ,W -� ---� i N � i ' � � I � i � i �i � � � � � � ' a i � s � i �., � r� � � � i' i ' 2GI BEGIN TEMP.IMPACTS `,' � � �� � _- i � i � � i � �i > � � ' w � i' �N SURFACE WATER � ; � ,-i .`. <i �; �� � � i � i � �i � � � � � °�� BE��IN TEMP.IMPACTS �� � , � � � � �i� i " � � i �� i � � O � �� IN °.1SURFACE WATER � � i i � ' i � � � � i / ' �,• � = � � - — �, , � � � � � ,;'l' � � -. � �. � . 55 , � ,�� � ( � �, , SITE 68 _- _ , , i � , L , i � ' r � �'' / r��� � 2G1 - � BECiaN TEMP.IMPAC� � �"� �,� , i ,� ; IN SURFACE� WATER � � , � r" � i ' ' I � � � — \ � END � � \\ \ �SBG +��4 --�—�, __- � � � � � 2G1 � Fv�\ l�� ` \ � � � � U ! � � �0 FS i` � ; i � � � I i � � `� BEGIN-�� �� � _ � �' � �`�' i � , � . i i ' � / I i �� `�SBC�� +88 ��' � � � TONS �� �i ���, a� � r i' i I i �� �� �� ` � > i i � �'� � � �� � L B RIPRAP � i �' , i � i ; '� � � �i� ; j � „ � � � � i � V�N14 SY � , i � � i ;� 2 I 18 �' `, END � G�O FAB "" � ' ', � � � i i ' i i ' � � 15"i RCP�III � 2� RCP-II I i SBG �+ 63 i � i i ' � � i i, � �� � � t � i'i„ R-�� i � � � i i ' ,' ', ► � ; i � i / � � �� i � F 24„ � i , I 1 i ._ i , � � � � � 3 � Fs � '� �i � � � 1 � i �� i i i � U O dS � ` i r�--- RG�-III i �� i , ,� ,i 1 i ► i i � i � m �� �� � ,� �i i I �' � ;' i i � i i I � �� oo „ p � � � - � 2G1� A �i � � ; i �� i a � � i i �� i i i i IEND�� O� � ` �_ � � � � 1 i i � i � ► �� � ' � � i �i �SBG �+91 � � _ � c� � � �� � ,� -�� `� �.�--�—�� , � � �F � PSI—� ` ,C � e ��, � i i � �� i� �� % �� � � ti SEE DETAIL AP � � �� � �� � �� � ; �� � , � � � � � �� �� � ,-. � WOODS �I �� � OOD � �� I , i � � �` � i i � ��� �� � � � � i ; � i i `y' O� �� 120 TO CL II RIPRAP ,`� � � TERAL B��SE, DITCH `� �� ` � �� i ; I � i i i ,'' � � � � � i�O � r �183 SY EO FAB '�CL B RIPRAP�� � �� �i � � � i � i i � �� i i � � � i�I � i OI�, BANK NLY �� ��� ��� SE� DETAIL V `� � o `� ' � � � � � � i � i i � �� � ' b , �� . � , , � Nda , �� � , '�� � ; s� ' � � � � � `� � �'� � i ' � i i i � i i � � � � , i ' � �� `� � B�IN TEMP. IMPACTS �''� � i � • � i � � � � ' � � � � � � � i � ��' � '�' � IN SUR�ACE WATER � ` i � ' . �� � � ;� � � � �' � i '� � i i ��� / i � �� i �� � � � s i �� , , '�, � , � i � , � � . , �� �, r .'� i � � � � � �z � �� � � �� � � � i ��� � �i ,' � � ����, �� � i � � i ii i<� �\ 1 i � I� i � \'� � � i � �\ � i i � � � i� 9 , i / � � � . i �i i � i , � � � — _ _' J ,' � �� � i i � i �z �� , � c�i18, i i E i , � i � i I w/I�AH � � •, i' i i � i 3,�� R�'i,R � �P II ' , � � R� III � �i � ' �` • � BE�IN TEMP. IMRA,CTS �'+ �� � �� �� i �' i � ', �iA � '�� �- pli 'i i 2G1 i i � > , IN SURFACE WATER ��\ ��\ �� ` �� � '• � I �'I •� i `� o, ; �� i � BEGIN PERM. IMPACTS �� � � ' i i �� � � � i i � i i � �'� � i IN SURFACE WATER 6'-J �1 i � , `� ; � � � ��i �i � � � � � a � 18" CS - - - - - �$� /' BEGIN ���� PERM. IMPACTS � �� �� �� �� � � i��� '� � � ' � 2 ELBOV� i �"i �pF,3o � IN SURFACE WATER �� i i i i� i �� `� � . a 1 � � `� ROC� & L�UG � � �' i /o —� � � ` i i � i � 1 � � ��� i TA DAR i i � � � � � o � � 18 RCP �II i 1 � i � i � I � ��'�� I \� �� � � RA S SV�/ALE i � � i �� � e � i � � �, TO�1S � i 20 ��F SITE 69 � � � � � i ;� �� � � � �� � Ci I RIRRAP� i EE ,bETA�L AR SLOPE-0.5% �-- � � � i i i i �� ��� ` ��., �� � � WX1�0 $� I ! �pE=VO` CY �� i � �i � i t �� ii �i ,� � ' GE F B � �i i ii �= "� JURISDIGTIONAL `� `� � i �i � � � i i � i `� `� � � � � � ��i RIPRAP 7RANSITION � `� � � i � � �i ' i � , ,'� I � ' � � , I BE� IN 1�EMP. IMPACTS , � ; � � i���i E O ' • � i i �i �� ���i I� SURFACE WATER ;� � SEE DETAIL AV � � �� ��� � � � I i i 'f, � � i i � �— -_ _� � � � � � ; i � i i � i i � i � � . � i � � i I�, i � i i i ; , , ' i , , � �� 4 , � � ' ► , I i; � ��\'�� �' � ' �" ' � 1 � ' � i �' �IY� ; � I � 1 � t i� � , / � � i i � , � �� , a , � ; ; � , I � �; , , , ,.- , _ � 91b � � � , � � � i �� i, � i � ,'� � , ,� , � � � i , � , � i � , � � � � � , � � � �� , a � � i i � � � ► �s i � i ( � / � � � � �'� ' `' I �i i i � I � i i i NCDO�T i �i i � � g j � I � � i ' I � 1 i � F'�, I�,, �_f�_. , '. � � � , � _ � % �.. 7� _ ' � , _ ���. �. ? '', ., .., 'l PROJECT REFERENCE NO. SHEET NO. R-2536 4/B RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PERMIT DRAWING SHEET OF DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAIL SHEET FOR SITE 68, 69 DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT IMPACTS IN SURFACE WATER 50' 25' 0' 50' 100' GRAPHIC SCALE 5721 Kingdom Way, Su te 100 Rale gh, NG 27607 NC Lcense No�.F-0258 •:1 NORMAL WS ELEV. = 668.04 670 ..� H EADWALL 150 100 STA. 548 + 79 -L- b" RCP CLASS III � BURIED 1.0' � SKEW 78° I GP ELEV. = 675.44 j I I i i i i IIVY. IIV LLLY. VV�t.VJ 50 �❑ v. v � � v � v � � INV. 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SHEET NO. R-2536 44B ILW SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET OF DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �Ap y95 LEGEN D ,,\ \ �--__ , __ J _---- 1 __ .--- _ ' DE � � \ � � NOTES TEMPORARY — ---�-- - � �- ----�_—�' ,- _�_� ----- �� � �� ���- �� � . ���� �� SITE 72 i IMPACTS IN SURFACE WATER \\\ ', ' ----__--- - � , - - � " � i ', � i'�-�` -------- ` � � _ - � L,�TERAL �BA - CH � � � � ��� 60" RCP-I�I � - i , S�E DET�,IL AO � �URIS4ICTIONAL��, �� � � i � � � - - � � • �� DENOTES PERMANENT � � `� 15" CSPi� BURI,�D 1.0' � i 2��TONS �L B RI�RAP '' RIPRAp TRA�ISITIpN � � sY aEo FaB �� �Av � ' p,;,� IMPACTS IN SURFACE WATER � � i �� � � Vjl/7 i � SEE DETA � � � i s. i . � i � 2 ELBOM/S 119 T�'NS CL II RIP�tAP i i BE,�IN P,�RM. 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IMPACTS ' - - � �� � � � .� _ - - - - —' � .. �6 � \ � � � � � ` " � \ � ` \ � � � _ � _ /� � � � / � �� e��' ` � "��I�YySURFAZ€��1ATER ''� __-' R. -- --__-_'____-__ .,� �.\\,S�\\\ \ �\ C\ �``�\'_ �__-__ � �-_ '----_'__' --_�- _ _ � � �/ � � i i� i' _i ���� \T ` _ ,__� - - - -------- � `��� A � � \ �S� ��---- � � �-��, " _ �� � � � - 6 _ � , - �� � � � � � � - � \ . � ` � -- 40---� -----� � - � � �- � i / � i i i /� � , _ - - -- '- � _64p-_�-�- �' -- �__ - � _ .�� �� � �- �� �_ ��I� -� � �� �--- - �� 650� i �������i � , . .. \\ � __--_ -__ -.- "- ��\_ �_- l _-_-_ . _----�-' ----- - - - - _ ��` �- ��-� �� ��� �� � �-�_ �� �� �� '-- � , � / �� i�i�//��,(1� i�� i�i� ' �.__.�-�_� m �� ��-� _______ _____ ________-��_-__� � 6q0� ��� �\ 650� �� � � �� \� �EGp �� -,._ ���� i i ��i�i � � 63� I �wo -1 --- - - � ���� �� � ���� ��/\ `-�-- � �� ���` \'---� �� �����i�/�i�%�� � �� /� . � /r�ti � �_ __�•---_���-__ -_ _-_� ---_____� -_-� ___��� `��\��\ �\ ���� � ,`\�� \� ` ���\\ ��\ -� � �� ��i i �� / � � _J \�/ � � i630-j \ -. `____- _ �.. .. . � ������\ �� � � ���` � � �\ � \ _� � i�i � �'�//// l J s�..� // . 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SITE 72 AND 73 / \��\�\\e°' � DENOTES PERMANENT � �° IMPACTS IN SURFACE WATER . , i i � --___ ---- / �\ � --�--- PLAN VIEW IOO� O� IOO� 200� / _��� _____ ��--���C� ___-� \� FOR -L- PROFILE SEE SHTS. 125 - 126 ' �� __ _--_ ._ _ /� '____---- �\ i � � �-------- `� ��G �� � . GRAPHIC SCALE —' ----- ` �� '� _ 5721 Kingdom WaY, -' ' " Su te 100 _ - - � _ Rale gh, NC 27607 En ineerin N���e„�eNo:F-oz58 V Z � Z � Z N � cO Z NV V Z � Z � Z N � cO Z NV � Z � Z � Z N � Oc w NV SPECIAL CUT DITCH ` C SEE DETAI�.H — �l O — + u�i 0 �o � Q � �"' � N W I w J N W �yA Z W J N _ U Q � C ��� SQ-( BEGIN TEMP.IMPACTS IN SURFACE WAiER C� ��•��,� � �rsea►— � -+��,—!?�-'� ������1��i�Sr rs !�r "�-�stie�"s�ir� j^��sL"i: `••�`lii►"V \'�`��`�`�����'`'i-��r:we��.-1` . :. BEGIN SBG --80 2GI FS '_^U BEGIN SBG + FS .(�� �\ "*�Li 2GI / / � C TOE PROTECTION- W,'CL 6 RIPRAP SEE DETAIL I �� • �� �• � � � � � � � � � � � � � � 15" RCP-III . z 18" CSP 2 E160W5 ROD & Ll BEGIN PERM.IMPACTS �d7�55URFACE WATER� PSH SEE DETAIL AF COIR FIBER� MATTING (TYP.) 25 LF OF OUTLET � CHANNELIMPROVEMENT EST. 25 TONS CA55 II RIP RAP EST.25 SY GEOTE%TILE ��GIN TEMP.I IN SURFACE BEGIN TEMP. IN SURFAC F 234 JARRELL INVESTMFJJT PROPERTIES,LLC COIR FIBER MATTING (TYP.) CUTOyER 25 LF OF INLET CHANNELIMPROVEMENT EST. 30 TONS CASS II RIP RAP EST.30 SY GEOTEXTILE Brt IN PERM. IMPACTS IN SURFACE WATER /�^� � j � \� ` � CLA55 II RIP RnP ON FLOOD� BEGIN TEMP. IMPACTS �� BENCH BORDER �TYP.) IN SURFACE WATER y EST. 15 TON$ CL II RIP RAP , EST.15 SY GEOTEXTILE WD—C CHANNEL CHANGE W/PSRM, CL II RIP RA BEGIN PERM. IMPACTS � SEE DETAIL AN . IN SURFACE WATER � 3✓95 � —L— CHANNEL �LOCK O � SEE DETAIL U N � r ' � 20' x 10' PSRM� C � � _ � C � F O . \ F ��./�� C ���� F / O SITE 76 �� '" �� FS 2GI + � �o END SBG -63 � s Q � � Fs z�i 6/5-f00 N w � 15" RCP-III FS 2G1 J N - W W END SBG -94 �U Z W ._1 N _ V CLA55 II RIP RAP ON FLOOD FS � BENCH BORDER �TYP.) F 2GI � EST. 15 TONS CL II RIP RAP � F � F EST. 15 SY GE=TE%TILE � � C - - - - - - - _ _ r . � � ciirnvra Q �J SITE 74 �e" c�oo � E gO�S, 1 3 TONS CL B RIPRAP I TEMP.IMPACTS W/10 SY GEO FAB SURFACE WATER � ?'lD8'SURFACE WATER BEGIN TEMP.IMPACTS IN SURFACE WATER ^�� STANDARD GRASS SWALE �QF' SEE DETAIL AR S DDE=125 CY k � BEGIN PERM.IMPACTS � LF IN SURFACE WATER �SLOPE=0.5% �JURISDICTIONAL RIPRAP TRANSITION SEE DETAIL AV SITE 75 234 JARRELL INVESTMENT PROPERTIES, LLC SITE 74, 75 AND 76 PLAN VIEW 0 N _/ � I LEGEND �DENOTES TEMPORARY IMPACT$ IN $URfACE WATER �DENOTES PERMANENT IMPACTS IN SURFACE WATER FOR -L- PROFILE SEE SHT. 126 '�� ° 5721 Kingdom Way Suite 100 Raleigh, NC 27607 i Engineering Nc u�e„�e Nm FWSF CI Z � Z � z N Z O w �V O O + � O �O � Q � I-- � N W I w J N W �yA Z W J N _ U H � -_ ,, i fi� i i�i� �___����'�'/i�i�iii/ii�ii�o/ �`"� I � / / i ; ' � � - - � i ' i"/ / ; / i // / / / / e --- � 0 , i l � � � � ��'--,-� � � i � ii i/ ii � i % '�� � ' i/ i l i 1 i 1 � i � ���,-�i %�i� �� i i/ i i � i / \ f�� i��l l�l�ll����,,���y�o� i� i% ii�i� � ----'��� i�� i/ i i i li � I( �' j.�� ��,�i��/i / �� .�7pp'—�� �/ � / / I i i i / / i � i / / � i� � �� / 1 � I I � I 1 � � / i � � �� �� //� `�\ ----'� �� �� / / l � I I � I I 1 � f � i�//i %�i�/ i i / -----� ,� �� �� � I i 1�i �� i i � i i i��i��,',�% --- ' � ��'� � i i�ii�����ii��i�i''/ ----- �� � i i i i� i i ����i i i �� � i i�`bp /�.� 234 ', ---.� / / � I � / / � � / i / l 1 � ��II�/�/�� � � `� _ _ _ _ — � / // / / � � O� / / � � / / / � / � / � � // � / \ \ / _ JARRELL INVESTMFJJT PftOPFRT4ES. LLC � � / � � � / / � ��/ / �/ � � � / / ._��_ /� / / /� / l l l l /�l l� / ���/� �/ i����� ����—_ �� �� ��� ` � �i .�/ ,� ,� / l l � .� �lll �l � ll� l � �� ---__ \\ � � I � 1 � � A ' � �� e �� � , ` 0. � � � I � 1 � � � A � t , �` ���v� � � � � � � � �. � � °o � ' i � � i I � � � � � � . � � � I � � �� � �� � �V �� �� �� �� �V � � V �� �� `��` ������� I � � � � � �� A �� �� � �� �� ������� ���� �� ���o� � �� �� 1 � � �' � � �� �I \\ �� �� �� � �� �\ �� \�\� � �� ��\�_ ��\`� �, I \ \ \ �` �\ � � �\ �` �� �� � �`.� ���� � � � �� � � �� �� �� �� �� , ,NAD 3✓95 ,, �;\ —_ i � � � � � ��,��, -- �� �� �\ �� �\\\ \ ����� ,&��� �__— \ \ �\ � �� � ��\�� �� ���`�� �� �� ���� \\ \\ ��\ �`` �\ ��\\ �\\\ ` �``` \_==``\` __= � � �� � � ��� ��\ ��� ��\���� �—__ ��� \ �� � \ ��� ��� ��_ ��—_ �--_��0•��� — \ � \� �66'O �---__ '-- � --_ ---� _ � ' \�' �� �!�_— _-----__ ___-- --.. O O + � �O . � Q � H � N w I W J = � N W W ZW ._1 N _ V H 2 , �,\\', _- - r '' � // / / / � / i - % . \ � ` I � � � .\ \ I �__ �L �� � _ � s. __, __, � i / � � \ � / / ,' i //\ � . � � � _\ L� -�-- --� -� � - _ � � \�\\\ / / ' �/ / �, �/ /� /4.� � / � // \ I \\\ \ "� JARRELLINVES7ME�4 �...,\\ �\\ ��\\ �� ��\\ �\ \��\� \\� ``��` \ -._� ..' /. .. ` � i i i �1 / / �= � .� � � _ � � � / / �y / \ � \ NT�, PROPERTIES. LLC `. \ � � � \ \ `\ � \ \ � \ \ � � � . . � �� , i � i � / / / � � V A� / �V A �� V � �\ �EEO____�_' � � / �i � // // / \ I �\ \\ '..\ .� \ \ , -------�' -'� ,'�'' : � ,' ,' ,'� � � � � � � � �, � . � , �,, �, � _ , `� LEGEND ----- ----- , � � . �' ,� � / ------- �' � � � � '�� ` �� � `� `, � `� / �� / / � � i � � � � A� � �, � �� ♦ -_ � __ __ � � � � � , � �� �� �� DENOTES TEMPORARY --------- � � / � � � . ���:, � � �� � � �� �� � IMPACT$ W $URfACE WATER 7 7 � � � • �� i � � � � - - , � 6y0�,i�/��// ��/// i� �� SITE / �, 75 AND / � �� \\\�\ \\ ``� \ \ � DENOTES PERMANENT � t � � � � � � � ��� �� �� � � � IMPACTS IN SURFACE WATER � ,- � ,- , ' ��� ,-� PLAN VIEW �� �� •� ��� �'� ,. , ���� � _ 100' 0' 100' 200 � ' ��� ' i �� �/ ^r o �� �� �� �� A� � �- - _ POR -L- PROPILE SEE SHT. 126 , � yW •, ♦ � � , , �� � � , � � �• �, � � � , ' i �� � A �� �� � � A � _ GRAPHIC SCALE '' •� � �� � �! - IC� 5721 Kingdom Wa, i / 1 � � � � � � \ �.., ` ` ,s a �, � , � \ �,, � $U }e 100 f, �. ......_._ s �� � �, e��,-�._...._�. _..o Ralegh,NC 27607 ,s r` _ � ''� � � �.� Engineerin9 Nc��a„�eNo:F-ozse V Z � Z � Z N � cO Z NV v z � z w Z N Z ow �V �i I. � ' � BEGIN TEMP.IMPACTS ' ' '! � � ��� IN SURFACE �WATER � � '�,� ���, � `. \ � �I i.��� � 't '� A \ . I f✓11 � � I I � � � � � `� � �I � � •� ��� < I � � � � � � I � 1 V I� I � I � I � � � l . � � � � � � T`. � i� i i�� BEGI�1 �PERM. IMPAC �� �� � � ; IN SURFACE WATER i � i i �� . � ( \ �_�r I / r'� � 2 TONS�CL B RIPRAP � � 1 W/7 Sl(� GEO FAB � � _ j� - � _----- ----,,-: 15" CSP ;' � 2 ELBOWS ; i j �-' ROD & LUG i� �—r-� ��-� 15" RCP-IV i; � � � � � 1 2ii� 2a� � � 'j �� � 6/0+' � : , ' . .- .�$ I'��� � 15" RCP–III '� � � � �, � i , r � � � � �I s� � " � i � ��ti�� �� �d � '� �� ��� � �� �U � � � � � � � T5, �'� � �� �� �� �� 2G1 RCP= '–, � i , � � � � � � „ � � � � � •i �`` �``� �� ` � �8„ �SP � �� `� a��� ��� `� `� � � 2� EL�OWS � ` � � � � �� R D �& LUG ! , ' �� ���EGIN PERIv�.IMPACT� � ', � F �� ��I� SURFACE WATER � , � S � 'PSF� � � � � A � �`i �� ,' , i i�SE� DET�4L AP� i � �o � COIR F1B�R e � � �° i MA�'�TIMGi (TY�P.) �� / ��25 LF 4�F OUfiLET ����� � �� BE CHAN�4EL IM�ROV�EMEN,f � � i i� � EST. 2� TONS C,9,'SS,�II f�IPi RMP � � � EST.2�5 SY �EO�EX�IL� s i i ' r �i J � �i �. , r i � � i i � � ' � C� � � � , , A � ' � �. � ' � i � �,. � i ` BEGIN TEMP. IMPA •� S '� � � IN SURFACE WA R — � • �� _-- � —��—/7 �/ � ti1 , � v �� -�� � . . • •��,� � �. ,. •• • • I �'r • • • ,s� ��'` ��'��:��'�. '��+�`�'�, � �,����/ � � - i* � ' ��'���� � i ���, ��� , .. 9'�. �.�''�'����►� ��� ' �., ° � • .��� � ���, �s �\1�r�������y . �' •• �1 �'– x �� � �!� ��'�'�"�:�EE.�':c�i'"��,�E�:�'� �' '3��N/0//N//././I/��C�D►�►'l!i�^rQ!//////////[//////11.1lII.II�f1:'J��irr:�%Ipflq� [p ► A �� i v � x� � � .� ��'' �::y0:''...iDDOC■■a�i�sia���ii� �FiG�i�►aiR��l��///�//���C�/�i�tt�'.�i:�►�LII t�i ` • �a �s�: '�1'1; .�;. �� .yy'•�'�...,��I 1 � �,✓ `� • • • • • lf�L��li��t��'��� �� � � �� .' � � � / p a �� � � %� /, ,.�i%�%��. I �-i-/- � � �` �' ' � , � .�� I." �� PROJECT REFERENCE NO. SHEET NO. R-2536 46A ILW SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET OF DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� ^ -L f' �` ' �' °� '� �' *° DETAIL SHEET FOR SITE � � � � I �� . i � ��` ' ' � -' 7475and76 , i , ��:, , ; , , � ; /� i i � ii END SB� +94 �U '� I I � � cs , �� � � . � � � � � � � , � � � CLA,�S II RIP R�AP ON� FLO�D ; �` ��� ��'� FS� i � BENrCH BORDER (TYP.�� �� � � � � � ' _ , , EST.��S TONS C� II RIP RAP `4.8 � ! � F _�GI _ EST.15���SY GEOT�XTILE `� _�---`— i ` C �� --- F � __�-- � -- ��� � � , , � � � � ------- � Q ` � v o �� `� SITE 74 �, �`� ��" c oo�` `� .� , , � –, �'� � � � � � \ , \ � � S' \ �\ � ; � i �\ -- �L� � � � ` ` � ► 3� TOMS �L B R1�PRAP �� �� `� ��� TEMP. IMPACTS W�10 �' �EO F1AB \i �� � �� 4 JRFACE WATER � � � � 1� � � � � � \� i i � i i � � � \ � y' 5T�'ND�RD i GRASS ��SWALE �� � � �� ��Q��' iSEEi DF�fAIL�iAR � � ' � �� ��� ic,� � �,DD�=b25 QY � �� � _ �� � � �„ � _ � S � BEGIN PERM.IMPACTS � � �, � 3 � �, � � – - LF ���� IN 5Uf�FACE� WATER � �� � � � i �i �� , �y i i� SLOPE = 0.5°/a � ,� � ��� ��6'O� �', , .– .• ,– � � � �� I i � �� " ; � � �_ � � �k}RtSf�IC�'IO�IAL i� i . ��� � � i �� � i � � �� �� . A�-'"``.�' � ��� RIPI�K� TRA�SITIfJN � �� �� i ° ' i � � ' � � BEGI �RM.IMPACTS ' � � ` ` � '�l' / i� �� i j �� � � • � f , 'SEE DETAfL AV� i � � , � � SURFACE WATER , � � r � `� � � � � � � �� `� �� BEGIN TEMP.IMPACTS %� i �i ' i �� �� � �� i �� �� �� ,IN SURFACE WATER ,' �� � SITE 7�J ,� � i i i y �I i I I � c I � I � / � 1 I 1 1 1 � / � I � I � �� / / I I I I � �� � o/ �%��! � I � � I � I / I I � I /,✓ I I i \ i f �� � I f � ! � , �h5 - � �", I LEGEND DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT IMPACTS IN SURFACE WATER 50' 25' 0' S0' 100' GRAPHIC SCALE 5721 Kingdom Way, Su te 100 Rale gh, NC 27607 NC L cense No: F0258 uu z„ -� �< zu w° W z= ��� O w 'i �U? � _ G . . . . . . . . . . .. . �. . . . . . . . . . . . . . . . . . . . . . . . .. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. . �. �. . �. �. �. �. �. �. �. . . . . . . . . . . . . . _ . PROJECT REFERENCE NO. SHEET NO. _ R-2536 -____ ------ - ---- -----_ __-_ -__-_ ------- ----- _--- ----- ----- ---'-- ------ ----- - ------ --- - ---- -- --- --- - - --- -- -- ---- - ---- -- � . , � � � � - ---- --- - - 670 � 660 ��_ ; 650 630 i �. . � ..I �� I �� �� � RhV SHEET NO. � ' ' ' I � ' � f � � ' I' � ' ' � � � � � � i ' f ' f �� I � ' I.. _ � . . . . � � � � � � � ROADWAY DESIGN HYDRAULICS --� � � � �-- � � � � � - � � � ENGINEER ENGINEER _ _ I � :. � � ' � GLIS� _ _ - - - _ -- ---- - - - - �-- - r ; --- '� - - -, _ , , __ � , � �, ; :_ � � : � , , „ _ SITE 73 -- - - ����� _ � �� _ �____ � _, ��_ �, _ - � � �� - � _ _ __ �T � � _ _:__ __ � � _, �� -L- 610 + 42 _ _ _ 4 - .. . _ � 4 I �. �DOCUMENT NOT CONSIDERED FINAL � �� � -I - "- -" --I `- � - " " � �-- - - h �:-I� -� � - I � - - I �-- �-- -"h-�� I I �. � UNLESS ALL SIGNATURES COMPLETED i�i — .... . ... ... .. .. .. . . . . .. .. ..... . .. . . .... _ i ... . . .... . . . .. . . .. .. .. .. . . . I I I I I �� I I � � ��... .. . . . � - ,.._ � � � ;, , , � � �PERMIT DRAWING � ; � � �_ ; _ , � � � , ; _ � SHEET OF - ,-- --- ---- _' -, , � � � �- - � - � � � �� � � _ � �� � � �� � � � � � � � , _ - , _ : � � ____ _ - ' __ __ __._ __ _ _ _ _ _ GP AT � STA. 610+42 -L--►� �� ' � � _ ELEV. = 665.49 � �� PROP. ROADWAY SECTION 670 __' -.- _ I �__ __. _ _ � � SKEW 104° I I (ALONG C.L. OF STRUCTURE) � � , , �- __ - - - -- - -. _ _ , __ , � I I__I __ . _ i i _� I_ _ _ _ I I � 3@ 10' x 7' RCBC ��: : � � � I -� �- - � , I -- ; __ ._. : � � � - - _ __ _ _ __ _. __ _ __ - , _ � �� _ _ I .._ �I - -- , i�/ I _ _ ' � � � � � `----��✓ -� �� � � � � ,_ ��� _ � � � - _ � � � ' ' ' i i.._ , � � � i _ i I ,_ _ LEFT TOP , , i �- ' _ _ � _ , , I' '� -- -�-� ,,_'� � 2O �� !i �. ,� �� � �'-I I I ORIG TKTOP I '�i � �', k I�I _ II I I , N ' � , � � � f � f �� � , �'', � � ���� I �, � / -- - ' i OF BANK �' -= I; , - _ _. __ _ � _ ___ _ _____. _ __ __.. _._ � 1. - _, . NORMAL WS ELEV. - 641.4 � , , _ � , � � _ - -.... ' _ - - .._ . , . . . _ _ � �_ - __- _ -- ��- ,� __ � _�_ _ � ; , '_ � ' _; _ � ' --r---; ' _ �--------� ---- ---- ---- . - : : -- - � "-- - ---- �`��\ ---f = __.--_ - -_= =� =,�:\ _,'`�- =-- - _------ ,�=�--- _=- =--��- -__- -- - _--- , /- ,\ - _-- -- - -___- - -- -- _ �'� - , � . __ _ _ , . __ ' '; , j \ � � ^ - ----------- --- __�--- --------- ------ ---- _ , �� : . ----- __! � ' �.__� ' 0.42% \ "-�-. � � ----- ---- - �------� ---=� - - � �_ -� ----- _--� � _ - ----- �` �_ - ---__-- -------� STREAM BED� \ �'/ ^ _ _ ' C� ELEV. = 639.54 � ' , 2' SILL IN LEFT AND RIGHT BARREL, 1' SILL - SLOPE = 0.0042 FTiFT 2' SILL IN LEFT AND RIGHT BARREL, 1' SILL - IN CENTER BARREL, SILLS ARE INSET 1' FROM -, NATURAL GROUND AT � IN CENTER BARREL, SILLS ARE INSET 1' FROM END OF CULVERT AND PARALLEL TO CULVERT FACE I�I' OF CULVERT END OF CULVERT AND PARALLEL TO CULVERT FACE I � : �- , �.�.. �..�. . �. . . �. �. �.�, . . �.�, �. .�. .. . .. . �. .. 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I. , I .. .. . .. ... ...... . ... .. .. . . ........ . . .... . ... .. .... .. �.�. . .�. � �. �. �. . �. � .. .. . ..�.�I . .. . ... ... . . . . .. . .. . . .. . . . .. . . ... . . . . . j. . �. ... .. _.......... .I .__ ._ ..... ..... ..I . ........__ . NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED OR FLOODPLAIN AT THE PROJECT SITE DURING CONSTRUCTION. ONLY MATERIAL THAT IS EXCAVATED FROM THE STREAM BED MAY BE USED TO LINE THE LOW FLOW CULVERT BARREL. RIP RAP MAY BE USED TO SUPPLEMENT NATIVE MATERIAL IN THE HIGH FLOW BARREL(S). IF RIP RAP IS USED TO LINE THE HIGH FLOW CULVERT BARREL(S), NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. 250 200 150 100 50 0 � 150 200 250 660 �� � 650 � 640 = 630 �_ 5121 Kingdom Way, Suite 100 Raleigh, NC 27607 NC License No: F-0258 V Z � Z � Z N � cO Z NV _ _ _ _ __ , � (� . `\ � \e , � . _ _ � � EFER NCE NO. 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STA�SaARp BA DITCH �. `��e1� \,• .. .�- � -- _ �_� _L---�j��� f WjrL B RIPRAP /� � .� ..�' \ ` EEDET&1LY SEE DEFAILAK �B�OFN TE . RqC ` \`_� \ . � I \ I ��� �� ,.� 55 � ti/ I \ . �/ � . � � � //_��, SEE DETA AM/_ /- . '" _ / \ � � / .,fHOMASBRIT7,.�-�--�.e,�PE 10�/ �IN SURP' EWA ��\��A DITCH � \ �j/ � _ _I^� . . ��-� _\\ \ X"�� i ' DDE 15 CY' �� � E \ � .- � � � � .. I . " .- " J T EES � , ._ - -- �- � - ��k� ' �A - -- - - - esi w sr ras[�6a°s� �. � , _ . e���i�ai� � .� ;. � _ � u.re . � c �01 � - � - � ' - - � �� �' ' , � � . _ ' � � �� / TAIL D . y —j "-- `�'t � _� _- - .. R - \ � . . �_' .e'o, :� 4�0 = s7.7 cFs • � �/ ' .- . . -- �.�� - - -- J � �,� / � - ..,� i�' i ��y���k X— � ��\\ � �� ' � � .,1 � V10 = 3A FP5 I � ✓ _ j / R �� �� i --_- _' ..... __- .. � �. -_ ��-_ _ ' � . �v . A� .. j� �'� � yy �/ � / �� _� � --- -"--- , _ ._ . �- � _ _ _ . _ � �'_---�= �-- x �� - � 6 _. �,-- ---� � . �� _�i =_ --_ ' � � - � �`" _ � �,-� �� /. � _ -� � - � - _ _ � . � �r� ) _ I � � : � . 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DENOTES MECHANIZED MqT� - � � � 6" DECK DRAINS C 6' O G LT AND RT SHLD �' � �-'-- •*• • CLEARING N��AiC P F � � ), � FROM STA.19+44 TO STA.19+68 /� / � �VC \i . � � / STA.20-90 TO $TA.21+7a / / \�\ SEc `� � 3� '� �, / � 6" DECK DRAINS LT AND RT SHLD / / � DENOTES EXCAVATION ` Sy STq � � / / qi Sia 20+20 No Sia 20+a3 � i / _ � � IN WETLAND � ` � - FFT 9g ��'Op ' ' ✓o�,ti , �----� , ' ` \ �� � � � DENOTES FILL IN � � i� _-��/ i� � � WETLAND ,i �/ i� ,.�'� —� \��-- SITE HO� H�, 82 AND H� �r � "// �0`-"� �' -"` � DENOTES IMPACTS IN VIEKIE CAX� � �� �� ����� �`,, � $URFACE WATER IOO� O� IOO� 200� P�N VIEW � �� � /� �� �� FOR -L- PROFILE SEE SHTS. 127 - 128 ' ' ,- FOR -Y13- PROFILE SEE SHT. 196 I I v � I I �/ �/� . � - -��/ � � / I f / � -. ". '� ..- 5721 Kingdom WaY, GRAPHIC SCALE � ! � " Su te 100 � ' � Rale gh, NC 27607 I �, i` % _- -_ Enaineerina N� ��e„�e No: F-oz58 V Z � Z � Z N � cO Z NV V Z � Z � Z N � cO Z NV SHEET NO. � Z � Z w Z N � o�+w NV r� � O 5 10 PROJ. REFERENCE NO. 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� i i � l/ l/ �/ 1 I �( l � l/� d � l� l � � i �-- �-�, ��, �,, ���� � � � 1 1 � \ � / / 1 / / / � , , _ _----��- _ _ .- � � + � �� - � �� � � - , , - � , ��a, � � ; , , � , , ,, , , , , � , , o � �� 1� � II �� • II/ $ �,� I I � � \ �� i J �� j� ', p� � � Y� l °� l// '���---��_\_ �,,__ �_,,` �__��OZs�___--►._-� � � i � � , � � � � � � ; _, em � � __ �� � — LEGEND o+ I I �� �1 1 I � � � I/�I I I I 1 � I ��� // /� ���� �� ����������______________- 1 � I / � � I 1 I I I 1 I � �/ / / j � _ - - °c' I � 1 � I / � I � I I I I 1 � I � �� / / � '� �����=--___----___ --� � DENOTES FILL IN o ��I �' � 04'� // // / 11��/`\ \\ `\ II II I � II � � g'c�; ��/ � �_\` ,-_ roF6 __�►_ '----�- WETLAND PLAN VIEW _ _ _ ��'- '' ' ; i� i� i� �� � � � � � � '1 � i i j \� i < i ��,'�-,'---_`'--_ -''---oz, �w i � \ � � � � � i � � i � � '�� �� �'� �'-- �-- ZF -� �' �i ,� ,� �' ,� �� � � � � � � � � � ; � � �� ��� � , \�,, \--__ _-- � � � ose� � � � - '+ � �� � - - �a ���� ( �� ���� 2��� `� \�� `��\\� \\� �--\���\\```�`�� \��__ FOR -Y13- PROFILE SEE SHT.196 w �� � �� � � --- \,,`�,,\��,\ ��`�_-_� Z.= � � � � � '--, '�� '�, ��, - � , �� � � � � , �, �, ^� o . -� \ �\\ \ \ ___���__ g�\\ �\\ \\ ___.. 5721 Kingdom WaY, ow-� GRAPHIC SCALE �. � � , � �s 'C�� � � �� -- 9ute 100 �Q I � �'� '. �-� ' , �� �- - �--- "" ¢e � � - Rale h, NC 27607 V � `* � __ � � � � � � _ � ' Efl IIIB@I'lll �e � �a�se Ho: F-ozsa v z � Z w z N � O�+ �yZj ^V �� 150 140 130 120 110 100 90 t �� 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 750 - GLI -- , , SITE 27 ' --. _ -- �� , � ' -� -- ,- _ ;- _ -, _ - PE G �I� , � � � � � :; --: _ RMIT DRAWIN ,,; _, _ � �- _ � � � SHEET OF ,, � � -_ - - � --- -- ---- — -- - —� � _ : _- " � _ � ,__ � �__ ; _; , . , _ _ _ r � _ .. _ �, � __: _ _ _ __ _ _ . _ _ ,_ _ _ , WETLAND � � � � � � � - � � � � '� � ; � � � � � ��_� � � � �, � �- �, �_-�-: , � � �_ - - � ,, ,, ,, , , ,, , , , ,� ,, � � � _ ,, � _. _ ; ' ;� � � �� � 750 _ ; - , _ _ : ' , _ - -_: � � , � I � , � ! , �� _ � - --� i-- - ;-� �-F _ _ % _ !-1- -I � ; _ _� _ _{ � _ ; : � � � -� 0.080 0.080 � � � � � � � � -- -- -, -----'- - - � �--� -- � - _.. _ __ _ _ _ , I_ , _. , , _ -- -. . -,- �_ - , � � � . _ _ -- - - - --- --- _ _ � � _ _ _ _ _..... .:_i _ _ i - - - 2' � ' � . � 740 � , — — I.: I I I I - -�-,-- _ _._ _- - — — — t� � I� .�+��--��-�' — — — — — - �, � � � � , _ �,1 � �—��--� _, _ _ � _ -�-�— � � � _ . � � ` S.S. 734.95 ?:� 1'� � _. _ ; , 730 � _ — � � 732.69 � i — � � . , � ----—'— _ _ - - - _ � � — 730.22 i ,.� ,. . _�� — — — — — — — - ��I _ _ . _-_, G _ � �- -� � I � � — , , i i ; -I -I i� . : . i � > __--- ; ev \ ' _ - ' 720 � EP �-� s.s. 724.19 � � � � - � � i ; T— - �, 17'���.�� ,�. _ ;-- - � -- :._ ___. . , n_ _ - - '- -- - - - -- - - -- -- - - ' -•- - i _. - -F - --- - -. _ i __, . _ • �---: _, _ _ _ _ � � -- - ,-_ _ ' �,_ III �I� �_� ; � �,, �- ,- � � � - � : � � ii , ; _ . , - � ; . 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EP � . . . . . .— _ . . . . . _ .. . . . . _ . T._ . � EP , �� �-�_� � . � . �. . . . . .. . --; S.S. 725.84 � � � � � - _-_ -:, , � ' ', 16 + 50.00 _ _ .� � - -- -�+ = i - ----; --- ,- . -- - ;_. _ 720 _ _ _ _ _ _ _ _ : � _ �._ _ __�_� e.. _ - __.,._ . _. . , ' - - .. - - - -- ,_ __ _ ____. ___ __ - - _. ._ L� � - I - — - - � � --- - _� i _ __; ': i i� .. ��, �� : , , �___� �',' ' _�_... _ T� i. � � _'�_ _ . � i � �i--� �I I-_� k_ fI ; �- I;_F ,_ _--- ; �, �� -� �+--,-��,��, SITE 83 _, I�, � I---- --;-F � II ,, -� �+ I, �-��- i_ i � n , __ ; �, , ETLAND _ .L . � � _ __ � _1 ' � i �, � � � W � - - - 11 - , , _ _ . , _, _. ._ _ ; � r , � ' - .. ' - _ : _ , , ,, i,. � , � � , - r � _ , ,� � ; � ., __ _ ; _ - _._ ' , - - � - - � 1 - - - -- - - - ; . � �00 � �..._. _ _ :.. ._. �_ ...._. . _ _ I .. .. _ -i_ L I ; .. . . 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I f - �_, �— 'J_____.. . _-_�__..- � --i _ ,___, � � .._� __, �:J c � �i _. i o . �'� � %� _ ir - �i�- �r rl-I— �����----_--_ i� " i � --��-----�� _ - - I �� —���-- � � � I '� : .: I � -- — -- � 7 � — — � — _ � ---- o -- � —�\ _ z �� L 7J� . _ '_'_'_'_ � __'_ _' `''_'- . E�P . EP . . . . . 5:5.730.45 � ---------�— n � � �---- 16 +2(�0.00 � � � � �� . _ � Y. _.: . _. .. ... . . . . . . . .. u f .. — -i_ .._. _... . . � 720 � , � �. _ , _ � _ _ � � ;_ ,_ - � --, � � - - -- � - � - - -:_ � _ - : `; .° . . . � � . . . �. . — / /� . . � � . �. . �. . . . . . . .. . . . .. 760 : 750 : 740 : 730 :. 720 i I' � _ ;i . 760 750 � 740 730 : 720 � :. 760 750 740 730 720 Y 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 700 110 120 130 140 750 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) 57 465+95 -L- 1@ 6' x 7' RCBC 0.07 622 Bank Stabilization 0.04 0.01 51 10 58 470+00 -L- RT Drain Pond 0.40 2.24 59 495+00 -L- RT Bank Stabilization 0.01 0.01 5 20 60 488+15 -L- 66" RCP-III (Overflow) 0.07 243 Bank Stabilization 0.01 0.01 22 23 61 489+70 -L 60" RCP-III/Roadway Fill 0.02 240 Bank Stabilization 0.01 0.01 32 10 62 498+29 -L- RT Tail Ditch Bank Stabilization 0.01 0.01 13 35 63 500+00 -L- 2@ 9' x 6' RCBC 0.02 197 Bank Stabilization 0.01 0.01 93 52 64 507+50 -L- 60" RCP-IV and Roadway Fill 0.17 0.04 423 Bank Stabilization 0.01 0.01 38 20 65 523+20 -L- 1@ 6' x 7' RCBC 0.04 260 Bank Stabilization 0.02 0.01 79 86 66 39+00 -Y12- Tail Ditch Bank Stabilization 0.01 0.01 9 37 67 35+00 -Y12- Tail Ditch Bank Stabilization 0.01 0.01 29 28 68 548+79 -L- 66" RCP-III 0.02 0.01 229 11 Bank Stabilization 0.01 0.01 21 18 69 30+60 -Y12- Tail Ditch Bank Stabilization 0.01 0.01 9 29 70 563+93 -L- 48" RCP-V 0.03 0.01 346 14 Bank Stabilization 0.01 0.01 14 10 71 581+67 -L- 66" RCP-V 0.01 0.04 336 Bank Stabilization 0.01 0.01 66 22 TOTALS*: 0.18 0.93 2.40 3377 425 0 *Rounded totals are sum of actual impacts NOTES: Site 72 - Site 83 Summarized on Next Page Total Project Impacts Included on Next Page 2013 10 24 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) (fit) 72 590+51 -L- 60" RCP-III 0.02 670 Bank Stabilization 0.01 0.01 46 44 73 594+33 -L- 54" RCP-III 0.02 0.01 164 10 74 610+42 -L- 3@ 10' x 7' RCBC 0.06 238 Bank Stabilization 0.02 0.03 61 130 75 612+10 -L- RT Tail Ditch Bank Stabilization 0.01 0.01 8 25 76 611+21 - 612+68 -L- LT Roadway Fill 0.02 0.01 231 21 77 638+00 -L- LT Drain Pond 0.01 78 640+00 -L- LT Drain Pond 1.14 79 641+67 - 642+21 -L- LT 30" RCP-III & Roadway Fill 0.14 80 644+00 -L- LT Drain Pond 0.56 81 644+67 - 645+09 -L- Roadway Fill & Cut 0.04 0.03 82 646+22 -L- 54" RCP-III & Roadway Fill/Cut 0.13 0.02 0.02 0.06 0.01 260 10 Bank Stabilization 0.01 20 83 15+75 - 16+13 -Y13- LT Roadway Fill 0.10 TOTALS*: 0.41 0.05 0.02 1.93 0.09 1698 240 0 PROJECT TOTALS: 0.59 0.05 0.02 2.86 2.49 5075 665 0 *Rounded totals are sum of actual impacts NOTES: Site 57 - Site 71 Summarized on Previous Page Project Totals Row Includes All Impacts from Site 57 - Site 83 2013 10 24