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HomeMy WebLinkAboutSW5220102_Plansheet - Grading_Drainage Plan_20220428 (6)X T� CY 1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS. 2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA FLOODPLAIN. 3. SOIL GROUP: A, B 4. STREAM INFORMATION: INDEX 28-55-(1) NAME SAPONY CREEK CLASSIFICATION: C;NSW RIVER BASIN: TAR-PAMLICO 5. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK, CALL THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, OR EMAIL AT INSPECTIONSOCDCGO.COM. FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING OR REDOING WORK \ _ 110 /00 Uj^v o�\ Q NI ' ROBE TA'J �V1A�'K ! l O�EPH PAN:/2�-� - = / - � � \ / PROPOSED TEMPORARY SEDIMENT BASIN P \ \\ \ )�16 �� PROPOSED CONCENTRATED FLOW OUTLET �\ I \ ( \ A \ \ \ / AT OUTLET BARRELS \ (SEE DETAILS ON SHEET C933) / v / PROPOSED TEMPORARY PUMP AND SILT (TYP) (SEE DETAIL D3.03) / - FILTER BAG FOR POND DEWATERING / v J\ \ (F REQUIRED FOR MAINTENANCE) I 3 (TYP) (SEE DETAIL D3.15) / V A / <— /- PROPERTY LINE (TYP) —, \ � �\ PROPOSED ROPOSED \\ �v\\� TEMPORARY EMPORARY \\ SEDIMENT EDIMENT \/\ \\\� BASIN ASIN Q _ D\ \S�CA_25�—�0�91EROSION ROSION \v �\ \_ OVv \ D \V\\ A /A IF (SEE DETAILS ON SHEET C933) MATTING (TYP) L 2&6 7— S;7OWL — PROPOSED CHECK DAM IN (TYP) (SEE DETAIL D3.14) ✓ z cl Ix�x 2 PROPOSED TEMPORARY DIVERSION DITCH P1 / 1I/ PROPOSED TEMPORARY DIVERSION DITCH Q1 (SEE DETAIL D3.04 ON SHEET C932) (SEE DETAIL D3.04 ON SHEET C932) J ,� V 71 PROPOSED TEMPORARY DIVERSION DITCH Q2 PROPOSED TEMPORARY DIVERSION DITCH P2 (SEE DETAIL D3.04 ON SHEET C932) (SEE DETAIL D3.04 ON SHEET C932) \ V PROPOSED TEMPORARY DIVERSION DITCH �\ I \ \ 0\ \ 1 \ (SEE DETAIL D3.04 ON SHEET C932) J /\� \ < \ \\� _ EXISTING 1' CONTOURS (TYP) 00 ,/ �\N11= Cv �N C�A K PROPOSED SILT FENCE (TYP) SDETAIL D3.01) bO(X\\ ✓\Pv\A t-7a0 PROPOSED CONCENTRATED FLOW OUTLET (TYP) (SEE DETAIL D3.03) PROPOSED LIMITS OF DISTURBANCE (TYP) JOhN 5 5YRD II PIN:256000455 144 + DEED 500K 295G PAGE MATCHLI IE IS 05 MATCHLINE('%qE' "II \l( 1\ , /\ � / \ \ \�\\ \ \\\ I / \ � -------------- --- 1 ----------------- A A A\ _-- U L\ is PROPERTY ALT VICINITY MAP (NOT TO SCALE) DEVELOPMENT DATA OWNER/DEVELOPER: CONTACT: CIVIL ENGINEER: CONTACT: SURVEYOR: CONTACT: PROJECT DATA PINE GATE RENEWABLES, LLC 130 ROBERTS STREET ASHEVILLE, NC 28801 MATT ABBOTT (828) 348-8918 CIVIL DESIGN CONCEPTS, P.A. 168 PATTON AVENUE ASHEVILLE, NC 28801 GREGORY R. HOFFMAN, P.E. (828) 252-5388 TIMMONS GROUP 5410 TRINITY ROAD, SUITE 102 RALEIGH, NC 27607 TERRY WESTENDORF (919) 866-4951 PIN: 2860-0076-4551 ADDRESS: US-64A, TOWN OF SPRING HOPE DEED BOOK/PAGE: 2819/614 SITE ACREAGE: 325.6 ACRES ZONING: RA SETBACKS: FRONT: 30' SIDES: 15' REAR: 30' DISTURBED AREA: 200.4 ACRES IMPERVIOUS CALCULATIONS: IMPERVIOUS PERVIOUS PRE —DEVELOPMENT: 0.10 ACRES (0,03%) 330.90 ACRES (99.07%) POST —DEVELOPMENT: 7.10 ACRES (2.15%) 323.9 ACRES (97.85%) EROSION CONTROL LEGEND LIMITS OF DISTRUBANCE SILT FENCE SILT FENCE OUTLET COMPOST SOCK STREAM (C/L) PROJECT PROPERTY LINE ADJACENT PROPERTY LINE EXISTING CONTOURS PROPOSED CONTOURS SF SKIMMER & CONTROL STRUCTURE �— EROSION CONTROL MATTING CHECK DAM PROPOSED SILT BAG & PUMP FOR SURFACE DEWATERING RIP RAP LINED SPILLWAY RIP RAP OUTLET PROTECTION CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDC'GO.COM Know what's below. Call before you dig. NORTH \ /1 � EROSION CONTROL PLAN GRAPHIC SCALE 0 50 100 200 400 W C gs Lp 0) QD LU W O� W N N L ~ 00 71.0 N a N N 'T V Z W IZ z 0 N N H J as OD W W N N W J [0 CD awza �0W m= O LL coQa H W O LL ZQa N L0 Y Y � Q Q Cn L Y 0 IL 7 Q w w w 0 z 0 z 0 U) 0 w CV U W z W 0 M J W [0 U z � Im ofz z i w U w w m Q w Z w w w z DRAWN BY: SAK CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET C305 ( IN FEET ) 1 inch = 100 ft.