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HPSC4360SHEET FLOW DRAINAGE BUTT BALES TOGETHER, I.E.: NO GAP CFOTEXIII-E FABRIC WRAPPED AROUND HAY BALES, AS SHOWN ABOVE 2" x 2" HARDWOOD STAKES OR RE -BARS DRIVEN FLUSH WITH BALE; 2 STAKES PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED SAND BAGS LAID TIGHT END TO END, PERPENDICULAR TO DIRECTION OF FLOW Cpl `i%" HARD SURFACE L SAND BAGS 7 C F` 0`N A yI TYPICAL TIE POINTS GEOTEXTILE FABRIC: FILTER X, MIRAFI 100x, STABILENKA T140N, OR EQUIVALENT; OVERLAP & TIEJOIPdTS 6" MINIMUM STEEL OR 2" x 2" F HARDWOOD POSTS 24" (MAX.) TYP. SECURELY FASTEN WIRE MAXIMUM-� FENCE TO POSTS & FABRIC TO FENCE -STEEL OR WOOD POST WITH-\ WOVEN WIRE FENCE (14.5 GAUGE MIN.; 6" MESH SPACING AS REOUIRED)� V 8" i 8 CEO I-EXTILE FABRIC ;�/ i>; �-MEDIUM RIP RAP TYP. (> U ' R 4"x6' FRENCH ��NON—`dVOVEN GEOTEXTILE FABRIC 4" WITH COMPACTED BACKFILL NOTES: DIKE CONSTRUCTED USING ";i --4 FAIN. ORIGINAL GRADE CRUSHED STONE AND LIGHT vI lc RIP RAP � 8" MIN. (TYP.) OVERLAP FABR _X @ STAKE- NOTES: BEDDING DETAIL ------- ---- 1) THIS STRUCTURE IS SUI -TABLE 1=0R EROSION CONTROL OF SHEET FLOW LE, DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A a DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. NOTES: 2_) "A" TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER — — A E P ,- FOR PERMANENT EARTH DIKES. 1) THESE DETAILS ARE APPLICABLE IO SHE( FLOW DRAIN„G� ON DISIU�BED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. 3) "B” TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING 2) HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS (MAXIMUM) GROUND OR MAXIMUM 18" HIGH. CU EROSION CONTROL. EAffrH DIKE STRAW BALE DIKE 0 0 i v, O 7 4 �EDI�E�T �;��'((�� �A��IE� (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY o` T SCALE. N.T.S. SILTATION BARRIER: v, MIXED PERENNIAL GROUND T COVER(S) SUCH AS PERIWINKLE @ 6" O.C. OR 100% TALL FESCUE, TURF TYPE, FINE LEAF @ 3-4 LBS PER 1000 SF AT COMPOSTED LEAF LITTER MIXED WITH COMPOSTED L 0 v J c� l,! d ,r) C 00 0 0 cl E uI i cc 0 r- �s r� I� (_1 0 cv 0 LL I 0 0 w i L �; J t,l L LJ 1 U_ o ,IT A r ' CD t 4' MI IN / 1 r ) r c! . C" td L i TN ' ^ J i. , __`--MEDIUM I P ✓11N. J MED Uiv RIP RAN IYr. _T / / e/ 1- f' ✓J NON -WOVEN GLOTEXTILE FABRIC JDIKE CONSTRUCTED USING ORIGINAL GRADE CRUSH D STONE AND LIGHT NOTES: RIP RAP 1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP iN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. 2) "A" TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT- EARTH DIKES. 3) "B" TO BE HEICHT SHOWN ON PLAN OR EQUAL TO HEICRT OF ADJOINING GROUND OR MAXIMUM 18" EACH. 4) SEDIMENT TO BE REMOVED WHEN 25% OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. 5) DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. STONE DIKE (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR SHALLOW CONCENTRATED FLOWS SCALE: N.1.S: kma Lfl , NATIVE TOPSOIL MIN 5%� ORGANIC CONTENT, AS REQUIRED I N A" ' 3-6 1'-4' V-4° ;i- FLO,bi (I,/11N.) DRAIN ROCK GEOTExnL.E FABRIC 1) THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI-PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL, 2) SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 3) MAXIMUM SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SITE FENCE PLACED ON A SLOPE: SLOPE STEEPNESS MAX. SLOPEL FNGTH 2:1 25 FT 3:150 ET 4:1 75 FT 5:1 OR FLATTER 100 r 4) INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED; 9" (MAX.) RECOMMENDED STORAGE HEIGHT. 5) REMOVED SEDIMENT SHALL BE DEPOSITED 1-0 AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE -- NATIVE MATERIAL J TYPICAL VEGETATION SECTION SCA N.T.S. RE_M V- SEDIMENT AS NECESRY 0 ` AMK AIN F TNI E ' I I `;' ACE rBHCH LINE 3 1 WIDE x 6" t DEEP ,PII_I_'.AIAY .!f^OED WITH (_IGH �<O,,K—a---- _ ___.__ ^,—P.EI"�: 0 x 10 ---- - — --- MIN is / i� v\ V NOTE: BASINS MAY BE SHAPED TO AVOID LARGE TREES, OR OTHER SITE FEATURES; MAINTAIN VOLUMFS AS NECESSARY TO PROVIDE SYSTEM PROTECTION DURING CONSTRUCI`ON ACIIVYTI-S. EAS'NS TO REMAIN TILL U AND AREAS ARE STAB( I'ED N SEDIMENT BASIN �+ �✓ SCALE: N. S. N ISSUED.t CONSTRUCTION 08/16/10 /F\ REVISED PER TOWN ENGINES P.E. # 57509 ING BOARD) (UPDATED SILT FENCE DE'1'AI 03/15/10 \, SUBMITTED FOR PRELIMINA BLUE SEAL SHALL BECONSIDEREDTRUE (NEW SHEET) _ 10/08/09 ZQ SKETCH PLAN REVIEW (PLA BY A LICENSED ENGINEER IS UNLAWFUL. (THIS SHEET NOT SUBMI-7E 04/15/09 iC`` SKETCH PLAN REVIEW (F� HIS SHEET NOT SUBMIT7E SUBMITTED FOR ZONING B( 02/13/09 A In SHEET NOT SUBMIT SUBMITTED FOR PLANNING 11/17/08 �qA (THIS SHEET NOT SUBMITFE AFF COMMENTS & NEW ZONING RE NING BOARD D DISCUSSION CES EROSION - --& SEDIMENT CONTROL: -- - -- ES1) FROM DAY 1 OF CON"TRUC 10: UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIM ENTAT ON IN ACCORDANCE W!Tl, PROVISIONS SHOWN ON THESE PLANS AND/OR THE T''`UFT+'V YARD GUIDELINES FOR URBAN EROSION( AND SEDIMENT CONTROL' USDA--NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES -2) LAND DETURBANCE !S DEFINED AS DISRUP IOiNI OF ESTABLSHED GROUND COVER/ SO& AND NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDUENTKPON. LAND D3TURBANCE SHALL NOT EXCEED LIMOS SHOWN ON DRAWING, WITHOUT APPROVAL OF THE PERMITTING AUTHORITY - ES -1) IN AREAS WHERE SOIL DISTURBANCE AO,IVT✓ HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AKID/OR PVRMANENr SO! SI ,B IZAT10N MEASURES SHALL BE 'NSf L! AAD/OR IMPLEMEP TED 'J','f IIIN SEVEN (7) DAYS FROM. E D/, -L-IE SOIL DISTURBANCE AC 1^✓ITY CEASED. THE ;OIL STABII._IZATiON MEASURES SELECTED SHALL B._ IN CONFORMANCE Wild THE MOST CURRENT VERSION OF TRE TECHNICAL _T.ANARDS, NEW YORK STANDA< )S AN,, SPEC PICATIONS FOR EROSION AND SEDIMENT CONTROL. ES 4) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SHE SIAMUZAPON, EROSION ANTI Sf_Ii:TIENT CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPER/SE CONDILON UNTIL PERMANENT SHE.. RESTORATION IS 00MPLEI E AND f S IA,3 (SHED. FS -5) ALL CONSTRUCTION: ACTIVITY SHA! I STOP IF EROSION AND/OR SCD ,I_NIATION iS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED D OR ARE TIADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE ISN PLACE TO PREVENT FURTHER ENVIRONMENTAL hvP.AC; AND UNTIL SUCH T e"IF AS THE PRIOR IMPACT IS P (MEDIATED. ES -5) DETAILS SI10''N ON T111S DRA/,' NG ARE O\[I Y EXAMPLES G APPI CABLE EROSION AND SEDIMENT CONTROL SYSFEMS; CONTR, TOR TO DETERMINE 'BEST MANAGEMENT PRACTICF(S)" AND SUBMIT TO OWNER/ ENGRIEER FORA APPROVAL ES—A) EROSION /OH OL MEASURES IA Ir_ EMPLOYED _D FROM DAY I / CJHSi.UCTI�I UNL INF. SIFE STABILIZATION TO PREVENT JT EROSION; G T ONS IINC LU11L : A) GRAD . DISTURBED AREA AND SLED (TEMPORARY OR JERT AlKE N I) >AMTDlAEEl_Y t 'IIP, CURRENT WORK IS COMPI_E ED OR IEMPORARLY SUSPENDED. B) MULCH 'YJITII STRAW, BARK VIuLCH, SIONE, ETC. C) APPLY EROSION CONTROL VAITiiNi C. D) OTHER, AS APPROVED EARTHWORK & TURF ESTABLISHMENT: ET -1) ALL DISTURBED A'RE/', SHALL BE RESTORED FO OR'CINAI_ CONDITION UNLESS CIHERS SE DIRECTED ON THESE PLANS OR BY OWNER. ET -2''J TOPSOIL, SEED AND MULCH DSTUR3-D AREA O ESTA.BUSH GRASS GRO'P,,T E; CONTACT 'OWNER AND/OR LOCAL SOL_. COIN ._RVAHO` SERMC_ FOR RECOMMEND& ^AIERIALS AND A": ICA ION(. Er/J CONTRACrOR �� .. , , (!_CRITIC WORK, ,'! It E.T_ �� J I Y� I L ,� fY,,.IIfJ� � <UCI RE5 , /f OLI/1� PROPERTY ,-'_' ,, OSSIBI_E, ROUTE PIPIING OUISIDL O� :DOLT ZONES 0, MAJOR TEES AND AROUND CLI11! IR � L,iURCJ, AS E RACRCAL AND AS CIRECFED BY OWNER. ET -4) NO CLEARING OR GRU DNG BEYOND THE C.-ARING _MHS LABL[ED SHALL OCCUR UNLESS DIRECTED BY THF TO'+UN. DITCH S'T'ABILIZATION (MIN REQ'D, ADD'L MEASURES MAY BE NECESSARY: DS-- 1) 0 6%: SEED & MU LCH DS -2) 6-101: SEED & MULCH W/ TEMPORARY EROSION CONTROL AATTIIvIG (EX. NORTH AMERICAN GREEN MODEL: 0350 OR APPROVED EQ_UlvAI EILH) DS -3) 10-1,5%: SEED & MULCHW/ PERMANENT EROSION CONTROL FATTING ON SLOPES (EX. NORIA AMERICAN 'GREEN MODEL P550 OR APPROVED COVED . CUMAL ENT) DS -4) 15% `TONE CHECK DANS AND/U' .RIP RAPPED CHANNEL. SLOPE STABILIZATION -(MIN REQ D, ADD'L MEASURES MAY BE NECESSARY) - SO -1) ECESSARY)_SS-1) 0--20%: SEED & MULCH SS -2) 20 35%: SEED & MULCH 'W/ TEMPORARY EROSION CONTROL `TATTING (EX. NORTH A.I,AERCAi GREEN MODES S150BN OR APPROVED EQUIVALENT) SS—Q 35- SO%. SEED & MULCH W1 PERMANENT EPOWOiN CONTROL MATTING ON SLOPES (EX. (NORTH AMERICAN GR -EX MODEL: C125 OR APPROVED _QUNALEN1T) S-4) SO% +: A� ?ROVE"� `_. RLJCTURAL M EANUR._S G R SUE REVISION" BLOC]{ BELOW THEY MAY NOT HE USED P OR ANY C/IHER "DOCUMENTS MEN'CS PROVIDED R SUPPORTA OD THIS DESIGN MAYBE USED ONLY FORTHE I USE SPECIFIED CON INTIM IE I S S, llENTD "' CONSENT FJARRE'1"1'ENGINEGRS PLL[ OIJLY DOCUMENTS LABELED AS "ISSUED FOR PUP.POSC NOR INCORPORATED IN ANY SUII C DESIGN WORK, WI I}[E WRITTEN COIJSCITO 2 CONSTRUCTIOW MAYBE USED FOR SAM[. USER SHALL HOLD JARRETT ENGINEERS, YLI,C }(ARMLESS AND DEPCND JARR E9"I'ENGINCERS PLL[ FP.OM ANY UNAUTHORIZED USE 03/24/14 //\ ISSUED FOR PLAT FILING & CONSTRUCTION (NO CHANGES THIS SHEET) FINAL PLATNYSDOH 06/06/13 (NO CHANG S THIS SHEET) PERMITTING) 11/15/11 Z. REVISED PER TDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW NO CHANGES THIS SHEET 09/29/11 �J REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW (UPDATED TYPICAL VEGETATION SECTION) 08/22/11 i' REVISED PER TDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW REVISED DETAILS PER NEW PLAN) 03/23/11 H`, REVISED PER TDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW (NO CHANGES THIS SHEET) PER10/14/10 A%(NOISED CHANGESB HIS HOE MINTS DATE REV # ISSUED / REVISIONS DRAWING: },EROSION & SEDIMENT CONTROL ECIII -- -..� -N RESIDENTIAL SUBDIVISION '3' SICARD PROPERTIES u V GLEN LAKE ROD TOWN OF QUEENSBURYANEW YORK L Y ING BOARD) H. THOMAS JARRETT P.E. # 57509 ING BOARD) COPYRIGHT ©2014 OHUI COPIES OF THIS DRAWING WITH BLUE SEAL SHALL BECONSIDEREDTRUE ADD JAL:D ALTERATION OF THIS DOCULIENTEXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. JARRETT Engineers, PLLC Civil & Environmental Engineering 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLEN2 FALLS, N.Y. FAX: (518) 798-1864 MARCH 2014 PRO # 07-008 SHEET: 25 OF 25 BASESHLET: 22 x 34 PLOTTED/ REVISED:03/24/14 10:00 AM