The URL can be used to link to this page

Home My WebLink AboutNCC223132_Site Plan or Location Map (2)_202209067 / REFER TO NOTES ON CO. FOR MITIGATED PCSO TREE BUFFS ( /� \ I 1 TAL PCSO BUFFER ARENA - 1.003 AC QNSITE_U.O.S. - 0.510 AE KOMALB N D PATEL DB 4030/99 l / o //� / / / AREA (TY,P.) ONSITE MITIGATE-D - 0.237 AC Plg 19331107 / 11HEWS w nwrl�y� y / -a I /�// / / ,_ / / UNDISTURBED PCSO TF�E \ PAYMENT -IN -LIEU - 0.256 AC BUFFER AREA (TYP.) PROPERTY- LINE - a PC ALA A ( P O TURA1 ARE \ / \� ES \ }T40 \\ �\ �\ \ ` bRAL EA 73$� \ 0.0344�CRE� \ dT SHADED AREAS / / / ` Y \ \ \ ITIGAYED) 0. \JLqL _ - REPRESENT // 4 . 741 SITE PROPOSED BUA // / - - - - - - - - - - I I HIIIIF - , - - - - - - - - (TYP.) 741.5 741.8 ■ 741.5 741.75 742.25 742 7A3A Sao � 742 NATTHEWS MINT HILL gybe, I l / / / l / / / / / 741.1 742.2 743.0 742.75 743.0 Q ~ W d E -743.25 w _ N I /ice////// // // / / � - - - a ~ - VICINITY MAP nts ® Iw// / / / ! / W 743.5 > 44. 741.5 743.5 744.2 743.75 Q a 744 744 744.25 743.9 745.1 11 741.75 744.75 744.75 Q 1_ /740-AgA COURT AAA • • P TE STREET • Z 739.92 J - -2EG= 739 741.6 742.E 744.2 744.4 N 504,039.90 739.16 E 1,491,409.73 rn 739.75 % /, - - Ll PCB I \ �I \�PCSa. I�ATl�1iAL�AEA \ TUR EA o. s ACR `\ \M 61 ATEES 0 FFE=744.00 739.16 U I\ I I / / / / / 741.7 744.4 744.7 .� I / / / / 742.5 Lt 739.25 SF OCS E 5091945.62 43 06 I I Il 1 1 cll / l • • • SF MEDIA (I / c,,"// / 00 ^ ^ ^' OCS 2 SURFACE AREA i I I l �// / ^ N 503 890.10 - 2275 SF 745.75 �s r%2 00 %\ 740.75 745.1 45.3 - - - U, - - / 740 744.92 745 • 745.75 Q wLU - _ _ cc 740.2 745.4 745.E O y > y -- -- 745.75 L 729 > 744.92 Q a I I I I/ QPo 739 L,L a --- 745.75 111 744.92 745.75 - - 1I 730 739.1 745.6 745.8 to I I 7 0 738.1 745.8 • 746.1 ■ - - - • 745.75 - - I /// \ / � � 745.42 745.75 45 IIII/ \ I \ \ I V�Z_ARE)I 735- _ _ L SALE \ \ \ \ANNA / - PCSO NATURAL PI AREA \ I / AREA (MITIGATED) 1 \ / 0.008 ACRES \ et'tst �I UNDISTURBED PCSO TREE i I26 OCS 3 ^NJ dj`y'or aAl BUFFER AREA (TYP.) N 503, 704.19 Y -' w I \ / / E 1,491,593.15 \ _ , I I V� 11.011 r SURFACE SAND FILTER BASIN 81 TOP OF DAM EL. - 734.00 BOTTOM EL. - 729.00 DAM WIDTH - 10' MIN. FILTER MEDIA DEPTH - 2.5' SIDE SLOPES:IV:3H 10' WIDE EMERGENCY WEIR ELEV. - 733.00 UNDERGROUND DETENTION "POND 1C": 36" DIAMETER - 625.95 L.F. TOTAL 48" DIAMETER - 100.19 L.F. TOTAL - 5,685 CIF LOWER INVERT - 731.00. PIPES SLOPED AT 0.57. Charlotte -Mecklenburg STORM WATER Services BM P Inset Table Extended Dry Detention Project Name: Capital Independence Sequence ID: 1A Surface Areas . ft.): Drainage Area (acres): 2.944 Land Use/Development Type: Multi -Family Residential - Heavy Vegetation Type: N/A Percent Built -Upon Area: 83.46% Maximum Depth ft.: 9.67 Detention Basin Type: Underground Forebay Present (Y/N): N Flow Diverters Present (Y/N): N Regulated By: Post Construction Ordinance Treatment Effectiveness: Standard NC State Plane X (eastin ): 1,491,409.73 NC State Plane Y (northing): 504,039.90 Charlotte -Mecklenburg STORM WATER Services BM P Inset Table Extended Dry Detention Project Name. Capital Independence Sequence ID: 1 B Surface Areas . ft.): Drainage Area (acres): 4.332 Land Use/Develo ment Type: Multi -Family Residential - Heavy Vegetation Type: N/A Percent Built -Upon Area: 71.42% Maximum Depth ft.: 9.67 Detention Basin Type: Underground Forebay Present (Y/N): N Flow Diverters Present (Y/N): N Regulated By: Post Construction Ordinance Treatment Effectiveness: Standard NC State Plane X (eastin ): 1,491,528.65 NC State Plane Y (northing): 503,890.10 \ \ \I 1 1 NOW \`\ MERL YN \ \\ 11 CHAPS\\\,Y S, L L C II \ \\\\\\\\ \ \ 40 \ -UNDERGROUND DETENTION \ \ � \ \\ \ \ \ \ \ � - \\ \\� "POND 1A": 'o \ \\ \ \ \ \ \\ 48" DIAMETER - 360.41 L.F. TOTAL _ 60" DIAMETER - 592.00 L.F. TOTAL - 16,151 CIF �\ \ \\ \ \ \ LOWER INVERT - 733.42 Gy\\ \ \ \ PIPS SLOPED AT 0.5/.. 7431\ 601 e � IA T FFE=745.33 �4` \\ ' �� 46, \ 743 742 T FFE = 746.66 Ugh RGROUND DETENTION "POND 1B": 4t" DIAMETER - 302.50 L.F. TOTAL 6 " DIAMETER - 961.66 L.F. TOTAL • 22,680 CIF LOWER INVERT - 732.28 PIPES SLOPED AT 0.5%. / I I o o a J ti :4� I I �.N, 1 / Charlotte -Mecklenburg STORM WATER �• Services BM P Inset Table Extended Dry Detention Project Name. Capital Independence Sequence ID: 1C Surface Areas . ft.): Drainage Area (acres): 1.95 Land Use/Development Type: Multi -Family Residential - Heavy Vegetation Type: N/A Percent Built -Upon Area: 54.31 Maximum Depth ft.: 9.67 Detention Basin Type: Underground Forebay Present (Y/N): N Flow Diverters Present (Y/N): N Regulated By: Post Construction Ordinance Treatment Effectiveness: Standard NC State Plane X (eastin ): 1,491,599.29 NC State Plane Y (northing): 503,714.41 �Q ^tea I I I I / 1 / PCSO SUMMARY Original Parcel ID Number(s): 19331119, 19331108 Development Type: Multi -Family Subject to PCSO? Y/N Y If NO, why? -- Click for Dropdown -- Watershed: Central Catawba Disturbed Area (ac): 10.896 Site Area (ac): 10.018 DA#1 DA#2 Total on -site Drainage Area (ac): 9.478 Existing Built -upon -area (SF): 5862 Existing BUA to be removed (SF): 5862 Existing BUA to remain (SF): 0 Proposed New BUA (SF): 282,670 Proposed % BUA: 64.78 Density (High / Low) High Total Post -Project BUA for site: 282,670 Development or Redevelopment? Development Natural Area Required (ac): 1.003 Natural Area provided, total (ac): 0.747 Onsite / 0.256 P-I-L Undisturbed Treed Natural Area Preserved (ac): 0.51 Total stream buffer protected on -site (ac): 0 Transit Station Area? Y/N N Distressed Business District? Y/N N Mitigation Type (if applicable) N/A Natural Area mitigation? Y/N Y Buffer Mitigation? Y/N N Total Phosphorous Mitigation? Y/N N E K/4.175 NCI RE y ��///111111111{\\ °•°�N IICgR�'% p� _; THOMAS & HUTTON ENGINEERING CO. _ in No. F-0871 0 ., OF AU �� "'till 111111111Xx` PROJECT # : 119116 DRAWN BY: SHD CHECKED BY: JIS NILES BOLTON ASSOCIATES II I I 3060 Peachtree Rd. N.W. Suite 600 I I Atlanta, GA 30305 I T 404 365 7600 F 404 365 7610 www.nitesbotton.com Charlotte -Mecklenburg STORM WATER Services BM P Inset Table Sand Filter Project Name: Capital Independence Sequence ID: 1 Drainage Area (acres): 9.72 Land Use/Development Type: Multi -Family Residential - Heavy Vegetation Type: Grassed Percent Built -Upon Area: 68.31 Sediment Chamber Length ft.: 36 Sediment Chamber Width (ft.: 86 Sediment Chamber Height (ft.)-. 3.5 Sand Filter Type: Surface Media Depth (ft.)-. 2.5 Media Surface Area ft2 : 2275 Flow Diverter Present (Y/N): N By: Post Construction Ordinance -Regulated Treatment Effectiveness: Optimal NC State Plane X (easting): 1,491,443.06 NC State Plane Y(northing): 503,765.62 Charlotte -Mecklenburg STORM WATER Services v' BMP Inset Table _ Undisturbed Open Space Project Name: Capital Independence Sequence ID: 1 Land Use/Development Type: Multi -Family Residential - Heavy Total Open Space Provided (acres): 0.747 Mitigated Open Space (Y/N): Y Regulated By: Post Construction Ordinance I -NOW OR FORMERLY, / JBOMMH L L C DB 13075/383 / L O T 2, MB 64/128 / PID 19331181 NORTH 0 40 80 ill =40' 120 160 T THOMAS HUTTON 1020 Euclid Avenue Charlotte, NC 28203 • 980.201.5505 www.thomasandhutto-i om No. Description Date SITE PLAN SUBMISSION 09/07/21 SITE PLAN SUBMISSION 2 11 /17/21 SITE PLAN SUBMISSION 3 02/21 /22 SITE PLAN SUBMISSION 4 04/11 /22 This drawing, as an instrument of service, is and shall remain the property of the Architects and shall not be reproduced, published or used in any way without the permission of the Architect. a W a V �z Z Q J W w O Ln Z i W O fa � W cd 0 Z Q Z Ci fa J J N U a m U� w O Z � a oa a Z� V ``' W in Z SHEET TITLE: STO RMWATE R MANAGEMENT PLAN (1) SHEET NUMBER: C0601 0 ISSUED FOR PERMIT 02-16-2022 J z O U) LU U) O a_ d w w olf olf u_ Lu CO Lu a_ 1