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HomeMy WebLinkAbout20221008 Ver 1_More Info Received_20220920Strickland, Bev From: Tinklenberg, Chris <Chris.Tinklenberg@kimley-horn.com> Sent: Tuesday, September 20, 2022 6:30 PM To: Perez, Douglas J Cc: Stygar, KRYSTYNKA B CIV USARMY CESAW (USA) Subject: [External] RE: Seefried Kings Mountain (DWR #22-1008) Attachments: 06b_Print_11x17_STREAM XING.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Hey Doug! Please see attached. Let me know if you need anything else. Thanks, Chris Chris Tinklenberg, PWS Kimley-Horn 1200 South Tryon Street, Suite 200, Charlotte, NC 28202 Direct: 704 409 1802 I Mobile: 910 538 9836 From: Perez, Douglas J <doug.perez@ncdenr.gov> Sent: Tuesday, September 20, 2022 2:57 PM To: Tinklenberg, Chris <Chris.Tinklenberg@kimley-horn.com> Cc: Stygar, KRYSTYNKA B CIV USARMY CESAW (USA) <Krystynka.B.Stygar@usace.army.mil> Subject: Seefried Kings Mountain (DWR #22-1008) Hey Chris, I didn't see the culvert details included with the application. Do you have that per chance? I see that it's a 8' x 7' box culvert but that's all I see. Let me know, Doug DWR b141sion of Water Resources Doug Perez - Environmental Specialist NC Dept. of Environmental Quality (NCDEQ) Division of Water Resources - Water Quality Regional Operations 6io East Center Ave., Suite 3oi, Mooresville, NC 28115 Phone: (704) 235-2162 Fax: (704) 663-6040 1 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation. 2 \ 76 PROPOSED ROAD / \ \\ I ) I I )IIII / S III I >g 25'STREAM BUFFER to Sig /t\ \ \ \ N. \ \ \ \\ \ \\ \\ \ _ \ 84'.96'BOXCULVERT— -aa5 ass GRAPHIC SCALE IN FEET STREAM CROSSING ° 1° 20lllm40 o� 2 890 890 PROPOS 885 885 880 880 ten® 875 875 — EXISTIN GRADE R -RAP 870 870 20+0 Inv.° Elevations m STREAM CHANNEL ALONG BOX CULVERT H. Scale:1"=40'IV. Scale: 1"=4' 11 PROPOSED STORM DRAINAGE PROFILE LEGEND 11 — — — — — — EXISTING GRADE — — — ENERGY GRADE LINE PROPOSED GRADE HYDRAULIC GRADE LINE \/ FILL PER GEOTECHNICAL REPORT U U REQUIREMENTS ABBREVIATIONS MH MANHOLE YI YARD INLET CB CATCH BASIN "-D" DOUBLE INLET Al AREA INLET DI DROP INLET "-D" DOUBLE INLET CS OUTLET CONTROL STRUCTURE CO CLEANOUT RD ROOF DRAIN FES FLARED END SECTION HW HEADWALL: WW WING WALL RIM: CB: BOTTOMOFCURBATGUTTERLINE RIM: DI, MH, GO, VI, AI: CENTER OF GRATE OR LID INV: FES, HW, WW: PIPE INVERT ELEVATION Xn \ \ \ N. \ \\\ \ \\ \ \\\\ \\`\\IIII IIII II\r\ 1 i ;/ ii% 1` \\ \ \` \/ \\ \\ \\ \\ \ \ \\ \\ o 0 III�111 ,\ �\ I \ \\\\ \\\\� / \ \\ \ \ \ \ \ \ \ \ \` i A� GRAPHIC SCALE IN FEET ACCESS ROAD 10 20 40 "ART H 895 895 BOX CULVERTS - ROAD PROFILE H. Scale: 1"=40'I V. Scale: 1"=4' 1 9400 Knowwhafs below. Call before you NOT FOR CONSTRUCTION Z M N O M Q WU O N 2 O O V! d M D O Q m y O O Q 0 Z ' N'^ v/ 0�/ LL. U Q LU W //F— � V/ Z Z Q O K U Z J of d o O�1.-zZ C O U) C In W U) �-, Z F— U` LU w a Z OLL z w a U fn W O 0 a_ N z l/� VJ Y SHEET NUMBER C410