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Home My WebLink About20200187 Ver 1_SF-050001_HYD_EC_20200204.■`n 0 a min _ Clearing and Gruhhing Phase Final Phase Both Phases GRAPHIC SCALE 50 25 0 50 100 PLANS THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE APPLICABLE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2019 AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES. DIVISION OF HIGHWAYS PLAN FOR PROPOSED HIGHWAY EROSION CONTROL A VERY COUNTY LOCATION: BRIDGE No. 050001 OVER LINVILLE RIVER ON SR 1349 (RUFFIN ST.) TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES AND RESURFACING NC GRID 4 O BRIDGE NO. 050001 83y6 C RK K Prepared In Me Office of. RUMMEL, KLEPPER & KAHL, LLP 7609 RiC ff R 88I8-NC 5 1-444E58 OR 9119I8878295 Desl9ned by. Audrey B. Burnette, P.E. 3081 NAME LEVEL III CERTIFICATION NO. Stan DI'ATB PK.-'UtH. .E., NQ SHHHT - - SHEETS N.C. 17.BP.11.R.175 I EN 1RAU PIUAM P.A.M Ift DEIWRI pH EROSION AND SEDIMENT CONTROL MEASURES SLA 1630.03 Temporary Silt Ditch _ - - - - - - _ - 1630.05 Temporary ➢Dtrerstom _ _ _ _ _ _ _ _ _ _ 1605.01 Temporary Silt Fence _ _ _ _ _ _ _ _ 1606.01 Special Sediment Control Fence 1622.01 Temporary Berms and Slope Drain-_ _ _ _ _ _ _ ~ 1630.02 Silt Basin Type B----------- �� 1633.01 Temporary Rock Silt Check Type -A- _ _ _ _ _ Temporary Rook Silt Check Type -A with Matting and Polyacry➢amide (PAMI _ _ _ _ _ _ 1633.02 Temporary bock Silt Check Type-B_ _ _ _' Wattle //Coir Fiber Wattle_ _ _ _ _ _ _ _ _ _ _ Wifb /.4.rr Fiber Wattle with Pe➢yacrylamidio cPAMa_ _ _ _ _ _ _ _ _ _ _ _ _ 1634.01 Temporary Rock Sediment Dam Type -A- _ _ _ CM 16U.02 Temporary Rock Sediment Dam Type-B_ -:D- 1635.01 Rock Pipe Inlet Sedimcmt Trap Type -A- U 1635.02 Rock Pipe Inlet Sediment Trap Type-B- - () 1630.04 Sti➢lingBe-i-------------- - - - -- ® 1630.06 Special Stilling Basin_ _ _ _ _ _ _ _ _ _ _ .® Rock Inlet Sediment Trap: 1632.01 TypeA------------------ A® 1632.02 TypeB------------ - - - - -- B® 1632.03 Type - - - -------- - - - - -- C® Skimmer Basin- - - - - - - - - - - - - - - - - Tiered Skimmer Basin- - - - - - - - - - dnfi➢tratiom Basin_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _[�E@` THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRUBBING PHASE OF CONSTRUCTION. THIS PROJECT HAS BEEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. ENVIRONMENTALLY SENSITIVE AREA(S) EXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest rewison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B 1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation TEMPORARY ROCK SILT CHECK TYPE 'A' WITH EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) EXCELSIOR NOTES: MATTING FLOW INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN B�-Ill ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01. SEDIMENT CONTROL STONE USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR �o MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. A A PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION OBTAIN °��°moo, o O o OoD�O�D 11 A SOIL SAMPLE FROM PROJECT LOCATION AND FROM OFFSITE ' D D O� D J MATERIAL AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT °�OJ °o OOD O OCT 0e D ��°�� o Oo OOD �O TO BE APPLIED TO EACH ROCK SILT CHECK. INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM) TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES. STRUCTURAL STONE , L 1' MIN c3 0 EXCELSIOR MATTING IaA_1► 2/3 CHANNEL WIDTH SECTION A -A See Inset A INSET A CLASS B STONE 1' MIN 0 0 0 H = 2' MIN 71 Lo 6 SECTION B-B 12" EXCELSIOR MATTING CLASS B STONE NOT TO SCALE DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SOIL STABILIZATION SUMMARY SHEET MATTING FOR EROSION CONTROL EXCELSIOR MATTING FOR CONST LINE FROM TO SIDE T I MAT ( Y) SHEET NO. STATION STATION ES E S li -L - / / t 75 / 2� 25 e/G/-/r 65 EROSION CONTROL CONST LINE FROM TO SIDE ESTIMATE (SY) SHEET NO. STATION STATION OF HIGHWAYS NOI` SOIL STABIL.IZATION TIMEFRAMES SITE DESCRIFTION STABILIZATION TIME TIMEFRAME EXCEFTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 301 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2a19 14 DAYS ARE ALLOWED. SLOPES 3o1OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 401 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HOW ZONESo 0I-1 4; rZA/ZZME J O 1 :NTALYY SENSITIVE ARE :T SPECIAL PROVISION 0 on CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 4 NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B AND TEMPORARY ROCK SILT CHECKS TYPE - A AT DRAINAGE OUTLETS. UTILIZE SPECIAL STILLING BASIN(S) WHERE APPLICABLE ' PA n woof OU L VILLE RESORTS, INC. DB 0 PG 85 � Z 14",P V-�"/ ,BPIF RIP ,P AT EMBANKMENT w 1J SEE DETAIL D N SSB [ BR DETAIL .LE RESORTS, INC. )B 40 PG 85 , ✓ \ 2 TONS CLASS B RIP RAP, W/7 SY GEOFAB MATTI G ; PERVIOUS WORK PAD DIKE BRIDGE SKETCH 0 P 36'wO& X 72'ww I �XN ' ` 'MARION . CALHOUN I DB 12 P110281AGS UNKNOWN rA" i i OWNER BST O I D 1 A 1 ti i I , I GR E,_- �> !A THOM S-S:-SHEI ABI IL S. SHEE — CP — 36_7 PG 2( 49 RUFF/A O � 17BPJI.RJ75 I EC-04/CONST. � D—}— SHEET NO. 8�20RN/ ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 2 to o N I �®9 N 3 m ti CONC X 48' wD 3 PROPERTY LINE = EXISTING R/w ------- PLANTER — rs-------- -_- 5 GR ---C _ Sr ---_-.� 12_ m w ROPERTY LINE XIS TIN 40 STANDARD BASE DITC OIL SEE ETAIL C JENNI ER F. EVE HART D 317 PG 7 8 P 37 PG 7 V 0.09 A& t/- TO - _ SR 1350 F 48' wD R°� , BAR REB DAVID R. DEAL _ JANICE S. DEAL DB 462 PG 66 PB 37 PG 57 O . o . REBAR N 02.26'S3• E 88.40' — N 02°21'1a- 88.5 RKliic� P:(919)$78-9560 900 RdgeBeld Ddve Suite 3501 Raleigh, Nodh Carolina NC License No. F-0112 Engineers I Conshuclion Managers I Planners I Sdemil vRw kk.com PAVEMENT REMOVAL FOR PROFILE SEE SHT. 5 Responsive People I Creative Solutions 60.00' I A If ' I 1 1 I IN WOODS — R EM S T LINVI LE RESORTS, INC. I B 40 PG 85 / PROJECT REFERENCE NO. SHEET NO. 17BPJIRJ75 EC-051CONST. I SHEET NO. NAD 83 20�. ROADWAY DESIGN HYDRAULICS .y ENGINEER ENGINEER Ii. UTILIZE SPECIAL STILLING BASIN(S) WHERE APPLICABLE COIR FIBER MATTI N G .LE RESORTS, INC. DB 40 PG 85 --+-- POE RIPRAP AT EMIIBANKME SEE DETATC-D— I 36•WD& X Tz•ww I WOODS X ° I uuJ I 'MARION I P. CALI DB 312 PG m t m t I REBAR I se / i POE �PDEKETAAIN TI- AE 12•RCP C=J LIN= R/W ib I III ZU9U GR 49 RUFF/ -- _ — CR � SR /310 50 F '46•WO \ \ PROPERTY �\ LINE =EXISTING R/W 5' A 4Q REBAR o )IDS n A E� m STANDEARD ITCHSOIL F E DEBASE TAIL C DAVID R. DEAL RIPRAP AT EMBANKMENT DE-40 LATERAL BASE DITCH, ? BA DITCH JENNIFER F, EVERHART JANICE S. DEAL SEE DETAIL D SEE DETAIL B o /CLASS B R RAP B TONS CLASS B RIP RAP pg 317 PG T68 - DB 462 PG 66 SEE DETAIL W/21 SY GEOFAB MATT PB 37 PG 57 PB 37 PG 57 INVILLE F«SORT C. DB 40 PG ✓ 40 I 2 TO CLASS B RIP RAP I W/7 GEOFAB MATTING \ IMPERVIOUS DIKE REMOVE AFTER BRIDGE APPROACH FILL IS STABILIZED BRIDGE SKETCH H SLAB BEGIN BRIDGE TYPE -III �� i� SHOMIDURVE b � p REBAR o a 1 O o b N I W ti o c N o b N O � TYPE-UPE-III L gun wnnnnwnu e-. wn RK K PAVEMENT REMOVAL P:(919)878 9560 900 Ridgefield Drive Suite 350I Raleigh, North Carolina 2: NC License No. F-0112 EngineersI Construction Mangers) Planners Scientists rkk.enm FOR PROFILE SEE SHT. 5 w PLANTING DETAILS SEEDLING / LINER BAREROOT PLANTING DETAIL HEALING IN 1. Locate a healing -in site in a shady, well protected area. 2. Excavate a flat bottom trench 12 inches deep and provide drainage. 3. Backfill the trench with 2 inches well rotted sawdust. Place a 2 inch layer of well rotted sawdust at a sloping angle at one end of the trench. 4. Place a single layer of plants against the sloping end so that the root collar is at ground level. 5. Place a 2 inch layer of well rotted sawdust over the roots maintaining a sloping angle. 6. Repeat layers of plants and sawdust as necessary and water thoroughly. DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR 1. Insert planting bar as shown and pull handle toward planter. I 4. Pull handle of bar toward planter, firming soil at bottom. 2. Remove planting bar and place seedling at correct depth. 5. Push handle forward firming soil at top. PLANTING NOTES: PLANTING BAG During planting, seedlings shall be kept in a moist canvas bag or similar container to prevent the root systems from drying. KBC PLANTING BAR Planting bar shall have a blade with a triangular cross section, and shall be 12 inches long, 4 inches wide and 1 inch thick at center. ROOT PRUNING All seedlings shall be root pruned, if necessary, so that no roots extend more than 10 inches below the root collar. 3. Insert planting bar 2 inches toward planter from seedling. 6. Leave compaction hole open. Water thoroughly. STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS_ N.C. 17BP.11.R.175 RF 1 STATE PROJ. NO. F. A. PROD. NO. DESCRIPTION