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EC1 Erosion.Sediment Control Details GEOTEXTILE FABRIC GEOTEXTILE FABRIC: .18" MIN.—� (SEE BEDDING DETAIL) FILTER X, MIRAFI 100x, STABLINKA T140N, EROSION & SEDIMENT CONTROL: SHEET FLOW DRAINAGE OR EQUIVALENT; OVERLAP A FLAW �/ ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH & TIE JOINTS 6" MINIMUM B 4' MIN.— PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT 1 � 0O0 oc CONTROL", USDA-NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. STEEL OR 2" x 2" HARDWOOD POSTS / / \ \jj\ \j/\`j`� SED EN ATION.D DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND 24" MAX. (TYP.) 4 MIN \ \ \. ' /\/\/\ \'� / ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY r` /j /// / /, MEDIUM RIP RAP TYP. o \ \\\\\\�\\�`� ) STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. BUTT BALES TOGETHER, I.E.: NO GAP TYPICAL g /\/\\/\\j\\/\\\/\\/\\j\\/�\\ ` . NON-WOVEN GEOTEXTILE FABRIC TIE POINTS /\\;�\\��\j/;\\��\\��\\���`���/� ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE LAYOUT FOR SHEET FLOW DRAINAGE DIKE CONSTRUCTED USING RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. CRUSHED STONE AND LIGHT RIP RAP; SEE CROSS SECTION BELOW ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME ORIGINAL GRADE UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. —5' MAXIMUM END SECTION ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL AROUND HAY BALES, AS SHOWN ABOVE SECURELY FASTEN WIRE OVERFLOW OUTLET;GEOTEXTILE FABRIC WRAPPED SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. AR H FENCE TO POSTS & WHEN USED AS CHECK 2" x 2" HARDWOOD STAKES OR RE-BARS FABRIC TO FENCE DAM ONLY DRIVEN FLUSH WITH BALE; 2 STAKES LIGHT RIP RAP OR EARTHWORK & TURF ESTABLISHMENT: PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED GRADE UNCLASSIFIED STONE AS DAM FACING ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE STEEL OR WOOD POST STEEL OR WOOD POST 6 PLANS OR BY OWNER. 4" MIN. WITH WOVEN WIRE FENCE WITH WOVEN WIRE FENCE CD (1,4.5 GAUGE MIN.; (1�4.5 GAUGE MIN.; �� uov vuv ET-2) TOPSOIL, SEED AND MULCH DISTURBED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL 0 6 MESH SPACING) 6 MESH SPACING) \/\ �`� \\�\//�\//�`�� CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. Z OVERLAP FABRIC / //\\ // /� 8 MIN. (TYP.) F \\ \\/\\/\\ \\/\\/\\/\\ ���/ ET-3 CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, � ® STAKE ) w 1 °_8" , '4 -~-FLOW 1 ._8�� g" , '4�. �--FLOW \//\//�/\\/\\ //\//\�j\�j\\//\/�` ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS �= MIN. DRAIN ROCK \\�j� �/j j�//\//\/\//\//\/\/ /\/\/\/// \jam\j;\i\\\/\/ DIRECTED BY OWNER. GEOTEXTILE FABRIC (MIN.) \ ,� GEOTEXTILE FABRIC OVER BEDDING DETAIL \/\\ \/\ `;' ` DAM FACE AND ANCHOR ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY DEPTH VARIES: #2 OR LARGER INTO CHANNEL WALLS/BOTTOM w \/\/\�; ,. OWNER. NOTES: ,//.� ,�// v ��,4 ` /\�//\\ 4 x6 TRENCH �1\-4 \ �// \�/,�/ (8 MIN.) CRUSHED STONE p THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW /j\ /j�/��/j/'WITH COMPACTED BACKFILL CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR ,/�\,� h/\\.� 0 STREAM CHANNELS. GEOTEXTILE FABRIC CROSS SECTION 00 HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION 0 CONTROL. NOTE: NOTES: 0 1. THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI—PERMANENT BASIS THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW (1 YEAR MAXIMUM) FOR EROSION CONTROL. � DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A 18 STRAW BALE DIKE 2. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. SCALE: N.T.S. 0 3. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED; 9" "A" TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 OR (MAX.) RECOMMENDED STORAGE HEIGHT. GREATER FOR PERMANENT EARTH DIKES. En Or 3 4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING o OFF—SITE AND CAN BE PERMANENTLY STABILIZED. GROUND OR MAXIMUM 18" HIGH. 0 c i.� 0 1 / 19 SILT FENCE / 20 \ EARTH DIKE cV o C2 SCALE: N.T.S. SCALE: N.T.S.STRAW BALES TIGHTLY STACKED OR OFFSET AS SHOWN W or wAyawboamom DRAIN GRATE' j' DRAIN GRATE 41 a� a vi GRAVEL BACKFILL; `0 1 LESS THAN 5% SLOPE 0) pr PLAN VIEW PLAN VIEW 0 .N 2" (MIN.) 2x4 WOOD FRAME U) STRAW BALE (TYP.); c f EMBEDDED INTO SOIL ATTACH FILTER FABRIC 6" (MIN.) 4" (MIN.) TO 2x4 FRAME, OVERLAPPING SILT SACK BY "ACF ENVIRONMENTAL" o FABRIC TO NEXT STAKE FOR EQUIVALENT o- \\\ �, DROP INLET DROP INLET DROP INLET 0 DRYWELL DRYWELL DRYWELL 41 V) a� U SECTION VIEW SECTION VIEW � SILT SACK DROP INLET / DRYWELL BARRIER SCALE: N.T.S. NOTES: NOTES: 10/21/05 CA REVISED PER TOWN COMMENT/CTM SIGN OFF HTJ 0 1 . DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR 1 . DROP INLET SEDIMENT BARRIERS ARE TO BE USED FORIV) 07/15/05 REVISED PER TOWN COMMENT TSM SMALL, NEARLY LEVEL DRAINAGE AREAS (LESS THAN 5%) SMALL, NEARLY LEVEL DRAINAGE AREAS (LESS THAN 5%) 0 04/15/05 AA SUBMITTED FOR SITE PLAN REVIEW TSM 2. THE TOP OF THE STRAW BALES MUST BE BELOW THE 2. USE 2x4 WOOD OR EQUIVALENT METAL STAKES, 3' (IAIN.) °- GROUND ELEVATION DOWN SLOPE TO PREVENT RUNOFF FROM LENGTH. DATE REV # ISSUED / REVISIONS BY 6 BYPASSING THE INLET. EXCAVATION OF A BASIN ADJACENT TO L THE DROP INLET OR A TEMPORARY DIKE ON THE DOWN SLOPE 3. THE TOP OF THE STRAW BALES MUST BE BELOW THE DRAWING: OF THE STRUCTURE MAY BE NECESSARY. GROUND ELEVATION DOWN SLOPE TO PREVENT RUNOFF FROM EROSION/SEDIMENT CONTROL DETAILS E(r 1 BYPASSING THE INLET. EXCAVATION OF A BASIN ADJACENT TO of: NEty 0 THE DROP INLET OR A TEMPORARY DIKE ON THE DOWN SLOPE 0 o OF THE STRUCTURE MAY BE NECESSARY. � SOMAS✓q9 9� AUTO/BOAT SALES FACILITY 3 * "DIAMOND AUTOS" CN _ s yy = EAST QUAKER SERVICE ROAD QUEENSBURY, NEW YORK STRAW BALE DROP INLET / DRYWELL BARRIER SILT FENCE DROP INLET / DRYWELL BARRIER Ess41 laaP�" SCALE: N.T.S. SCALE: N.T.S. JARRETT - MARTIN ENGINEERS, PLLC THO AS JARRETT PROFESSIONAL ENGINEERING 0 P, . # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 CN $ SEDIMENT PROTECTION DETAILS COFYRIGHT©2005 GLENS FALLS, N.Y. FAX: (518) 798-1864 ® SCALE: N.T.S. ONLY COPIES OF THIS DRAWING WITH A U �� BLUE SEALD ACONSIDERED LID IDEREDTRUE MARCH 2O05 PRO# 04-134 SHEET: 7 OF 8 0 ALTERATION OF DOCUMENT EXCEPT BYALICENSED ENGINEER IS UNLAWFULBASESHEET SIZE:2436 PLOTTED/REVISED:10/21/05 9:00 AM L.�