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HomeMy WebLinkAboutNCC230701_Site Plan or Location Map (3)_202303166) Conditions in Erosion & Sedimentation Control Plans* Desiknation on the plans where the 7 and 14-day ground stabil ation requirements of the NPDES permit apply Desigkation on the plans where basins that comply with the surface -withdrawal requirements of the NPDES permit are located n Building Wastes Handling • No pa t or liquid wastes in stream or storm drains • Dedicated areas for demolition, construction and other wastes located 50' from storm drains and streams unless so ble alternatives are available. E hen- aterial stockpiles located 50' from storm ains unl ss no reasonable alternatives available. ete aterials must be controlled to avoid contact with surfac waters, wetlands, or buffers. 8) Sediment Basins • Outlet structures must withdraw from basin surface unless drainage area is less than 1 acre. • Use only DWQ-approved flocculants. Major Elements of DRJonstruction General Permit • This document contains the major elements of the recently -revised North Carolina Division of Water Quality (DWQ) Construction General Permit (NCG01) with emphasis placed on those elements that differ from the previous permit (expiration on August 2, 2011). Since the summary list below cannot contain details of every change, the complete Permit should be used to assure full implementation. See: http://portal.ncdenr.org/web/wq/ws/su/construction 1) Ground Stabilization* Site Area Stabilization Stabilization Time Description Time Frame Frame Exceptions • Perimeter dikes, swales, ditches 7 days None and slopes • High Quality Water (HQW) 7 days None Zones If slopes are 10' or • Slopes steeper 7 days less in length and are than 3:1 not steeper than 2:1, 14 days are allowed. • Slopes 3:1 or 7-days for slopes flatter 14 days greater than 50 feet in length • All other areas None (kept for with slopes flatter 14 days perimeters and than 4:1 HOW Zones) * "Extensions of time may be approved by the permitting authority based on weather or other site -specific conditions that make compliance impracticable." (Section IL3(2)(b)) 4) Inspections • Same weekly inspection requirements • Same rain gauge & inspections after 0.5" rain event • Inspections are only required during "normal business hours" • Inspection reports must be available on -site during business hours unless a site -specific exemption is approved. • Records must be kept for 3 years and available upon request. • Electronically -available records may be substituted under certain conditions. GLOBAL 5) Implementation of New Permit Conditions • Projects permitted under the previous permit can continue to follow the previously -permitted conditions. • Complete applications received prior to August 3, 2011 can follow conditions of approved application. • Applications received after August 2, 2011 must comply with new permit conditions. The major change in the Permit from the previous one is the shorter times to apply ground stabilization such as mulch, wheat straw, or grasses. The NC laws and rules relating to the Sediment Act require, in most places, ground stabilization within 21 days. Based on the new EPA requirements and 9-months' work with a permit advisory group, CTAG, the Division and EPA -developed permit, now contains 1 requirements for ground cover within 14, and in some places, 7 days. 2) Building Wastes Handling • No paint or liquid wastes in stream or storm drains • Dedicated areas for demolition, construction and other wastes must be located 50' from storm drains and streams unless no reasonable alternatives available. • Earthen -material stockpiles must be located 50' from storm drains and streams unless no reasonable alternatives available. Concrete materials must be controlled to avoid contact with surface waters, wetlands, or buffers. 3) Discharges to Federally -listed Waters • htiqitements are the same as in previous permit. • Thy pe mit allows reduction from the 20 acre minimum if t �1r ctor of DWQ determines that other BMPs provide e i� t protection. �OF 2• U S. HIGHWAY N 0. 6-------------�--_ EX. SAN. SEWER --------------EiE SAW SEINER ------ J Ld W O V) I •~ H W U I Z o I SILT FENCE I I I - J LL UP C u1 .II I I I CUP -------- 4 1 _i_===+ I I 0 CONCRETET SIDEWALK CONCRETET SIDEWALK c==:= o 0 0 0 0 0 0 0 0 0 0 SILT FENCE I I 2.38 ACRES I C C C SF � C \NEB NTION SIN SILT FENCE N 89.11'12" E PERMANENT SFFni in RFoi iipFAAFAITS AP STRAVr ANCRQFZ STR�GO� SEEDING MIXTURE TACKING WIH ASPHALT NETTING OR A MULCH RATE (LBS/ACRE) ANCHORING TOOL. A DISC WITH BLADES SET MAY BE TALL FESCUE (REBEL II) 52 USED AS A MULCHING ANCHOR TOOL. TALL FESCUE (FALCON) 52 KENTUCKY BLUEGRASS (ADELPHI) 13 MAINTENANCE KENTUCKY BLUEGRASS (WINDSOR) 13 RE —FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RE —SEED, RE —FERTILIZE AND RE —MULCH IMMEDIATELY SEEDING NOTE: FOLLOWING EROSION OR OTHER DAMAGE. INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCGO10000 ALL WORK WILL BE CARRIED OUT BY AN APPROVED SPREADING MACHINE SPECIALLY USED FOR THIS WORK. TEMPORARY SEEDING FOR SUMMER AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1 THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL (BEFORE STARTING WORK) A CERTIFIED SEEDING MIXTURE STATEMENT AS TO THE NUMBER OF POUNDS OF SPECIES RATE (LB/ACRE) FERTILIZER, AMOUNTS AND TYPES OF SEEDS AND GERMAN MILLET 40 Land Quality or Local PROCESSED FIBER, PER 100 GALLONS OF WATER. Program Project/Permit # NURSE PLANTS' Project Name Approving Authority Date of Plan Expiration Date, Approval if applicable NCGO10000 Certificate of Date of COC Issuance Coverage Number Coverage under the NCGO10000 permit must be renewed annually, if issued after April 1, 2019 until Notice of Termination is filed and approved. PART 1A: Rainfall Data Rain Amount (inches) Daily Rainfall Required. If no rain, indicate with a "zero" M T W Th F Sat (Inspection Optional) Sun (Inspection Optional) Are there any site or project conditions that limit completion of inspection? If yes, explain conditions and areas of site that were inaccessible. NEW HDCP RAMP—\ ALIGNED WITH EX 15"' CMP NEW CURB CROSSWALK INLET C d a \ a 01i d u . ° d d d d '` a a 1 eI a. a a . 30' BUFFE�II ° d a I 0 II I I I I :I •I •I :I I .I ;I I 1. /— SILT FENCE I .I I •I O \. W WELL HOUSE \\ I 1 1 , a u. II . 3480.9 20"WO X348 1.3 20"MAP 3481.1X10"MA P dd1 d BL 14"MAG4 I .I. I I ° d 3481.1 16"WO I I Q A a V d �_../ .. 3 80.7 /" WO OVERFLOW INLET I I TOP EL. — 3482.0 S F. j� //. INV. EL. — 3479.5 i RIP —RAP PAD 91.33' INV. 3479.0 30 BUFFER I I �...� �...� .. _ --�fH E VILLAGE GREEN OF CASHIERS LEGEND: B = BOTTOM OF BANK BW = BOTTOM OF WALL ===CMP = CORRUGATED METAL PIPE CP EROSION CONTROL_ DBL = DOUBLE CORRUGATED PLASTIC PIPE NEW 20'-15" 1 CMP TO . . . . . . . . . . . . . . . ' . . . . . RIP —RAP ' . . . . . . . . . . . . . ........ OTm.............. ' nr Dr 1 (/ D m m2 I'I V / Z M M J z BETWEEN MAY 1 AN AUG. 15, ADD 10 LB/ACRE GERMAN A SMALL STEMMED SUDONGRASS AMY BE SUBSTITUTED AT A REATE OF 50 LB/ACRE. E BOX I =ELECTRIC BOX MILLET OR 15 LB/ACRE SUDONGRASS. PRIOR TO MAY 1 E G E N D OR AFTER AUG. 15, ADD 40 LB/ACRE RYE. SEEDING DATES • I B F = IRON BAR FOUND MOUNTAINS MAY 15 — AUG. 15 INV =INVERT SEEDING DATES BEST POSSIBLE SOIL AMENDMENTS SILTATION FENCE S F IPF =IRON PIPE FOUND BELOW 2500 FT. AUG. 15 — SEPT. 1 JULY 25 — SEPT. 15 FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 0 NS = NAIL SET MAR 1 —APR 1 MAR 1 2000 LB/ACRE OF GROUND LIMESTONE AND 1000 MAY 10 LBS/ACRE 10-10-10 FERTILIZER. OHW = OVERHEAD WIRES MULCH PART 1B: Phase(s) of the Plan ABOVE 2500 FT JULY 25 —AUG 15 JULY 15 APPLY 4,000 LB/ACRE OF STRAW. ANCHOR STRAW BY ❑ PH BOX = PHONE BOX Check ALL applicable box(es) that apply to completed & current phases X Initial installation of erosion and sediment control measures Clearing and grubbing of existing ground cover Completion of any grading that requires ground cover Completion of all land -disturbing activity, construction or development Permanent ground cover sufficient to restrain erosion has been established — SEPT. 30 MAR. 20 —APR. 20 MAR. 5 — MAY 15 TACKINGTEMPORARY INLET PROTECTION WI TOOLHALDISC TTIHGBOR A LADES MULCH ET BE USED AS A MULCHING ANCHOR TOOL. I P T TW = TOP OF =TOP OF BANK WALL COMPLETE SEEDING EARLIER IN FALL AND START LATER MAINTENANCE NOT RE—FERTRE—SEED, TRI = TRIPLE IN SPRING IN NORTH JACKSON COUNTY. IFERT�I�HANDRE—MUL RE —MULCH CONSTRUCTION ENTRANCE C E o UP =UTILITY POLE FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY SEEDING FOR LATE WINTER AND EARLY SPRING SEEDING MIXTURE SPECIES RATE (LB/ACRE) RYE (GRAIN) 120 ANNUAL LESPEDEZA 50 OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SEEDING DATES ABOVE 2500 FT. FEB. 15 — MAY 15 BELOW 2500 FT. FEB. 1 — MAY 1 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE OF GROUND AGRICULTURAL LIMESTONE AND 1000 LB/A CRE 10-10-10 FERTILIZER. TEMPORARY SEEDING FOR FALL SEEDING MIXTURE SPECIES RATE (LB/ACRE) GERMAN MILLET 40 A SMALL —STEMMED SUDONGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE. SEEDING DATES MOUNTAINS MAY 15 — AUG. 15 SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE OF GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. APPLY 4,000 LB/ACRE OF STRAW. ANCHOR STRAW BY TACKING WIH ASPHALT NETTING OR A MULCH ANCHORING TOOL. A DISC WITH BLADES SET MAY BE USED AS A MULCHING ANCHOR TOOL. MAINTENANCE RE —FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RE —SEED, RE —FERTILIZE AND RE —MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. �J BIR =BIRCH MAP =MAPLE CO =CHESTNUT OAK POP =POPLAR RIP -RAP RR GUM =BLACK GUM RO =RED OAK HEM =HEMLOCK SW = SOURWOOD HIC =HICKORY WO =WHITE OAK LOC =LOCUST WP =WHITE PINE SLOPE MATTING SM TREE SPECIES ABBREVIATION PRECEDED BY TRUNK DIAMETER IN INCHES. DECIDUOUS TREE `CONIFEROUS TREE NORTH 0 20' 40' 60' 80' 100' SCALE: 1 INCH = 20 FEET CONTOUR INTERVAL: 1 FOOT a a a �00 00 w CN U C9 U) z Ln •M 0 to L U - o n N N U � Q E •� (a) CNo z Lr 0 x W L J J O Li no U Ii z_ U U� z LLJ 0 0 z O 111 ' Il O � = z U Q 0 U U 0 U Q zJ c� o r� oz cc o Revisions Date Description Designed By: Drawn By: D DPJ Checked By: DPJ Job No.: 200012 Date: FEB.) 2023 Scale: AS SHOWN Sheet No.: C G 6 OF 9