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HomeMy WebLinkAboutApproved Erosion and Seidment Control Plans DANDY CURB BAG TM I ON 3 SLOPE STOP,M SEWER OVERFLOW NOTES MAX. GRATE GAP I COMPLETELY FILTER FABRIC 2"x4" WOOD FRAME N01E�. COVERED BY CURB AND • TOTAL SITE DISTURBANCE APPROX. 2.58 ACRES CONSTRUCT SILT FENCE HI-FLOW FABRIC GUTTER INLET AROUND ENTIRE PERIMETER 1. Maintainingtemporary concrete washout facilities shall include '(1' Min THE BASE INFORMATION FOR THIS MAP WAS PROVIDED BY p y STRAW" BALE FOX LAND SURVEYORS. OF STOCKPILE ,/' removing and disposing of hordend concrete and/or slurry and STAKE500D . CONSTRUCTION ENTRANCES TO BE UTILIZED AT ANY returning the facifiities to a functional condition. w........... r � ~ .,��� ;Y � LOCATION WHERE CONSTRUCTION VEHICLES WILL REGULARLY 2. Facility shall be cleaned or reconstructed in a new area once =r;. GRADE ENTER THE PROPERTY € STOCKPILE - washout becomes two-thuds full. ,y.. Z SILT FENCING TO BE INSTALLED AT THE LOCATIONS GRADE ry` 'ro' ^ INDICATED ON THE PLAN PRIOR TO ANY GROUND DISTURBANCE LIFTING ,.: m IN THEIR RESPECTED 3. Each straw bale is to be stoked in lace usir rr2)\ 2%2"x4' r7 ;4 < j;' l PE TED AREAS OF CON5TRUGTION, AND NOT a p i J j? STRAPS I w wooden stales. _ .. CURB t i ` ` 3 REMOVED UNTIL DIRECTED TO DO 50 BY THE " •c" ;'"' j'. > "`, FILTER =L� ��T r1S1-, Ir _ QUALIFIED I � INSPECTOR. LOW PROFILE WITH jl DATUM NAVD (MSL Ici88) o 5" Wire Staple cr Sandbag ys' :x., ,rF '< ,^ GUTTER FOR SAFETY CONSTRUCTION NOTES ::''Tv = ~, 't Y, '< AND CURB APPEAL b µ, I.PROTECTION OF 5TOGKPILES Is A YEAR-ROUND REQUIREMENT. "\ �,w'.. 2' Max< 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM PaSyethytene t y, ": ??„ 'F 4Y; y'' ''. 3 I3 QF ; °r,".,"```Y`- FILTER FABRIC coNGENTRATED STORMWATER FLOWS,AND INLETS. ,-•--°Straw Bale �>: '.' < .: ."X.; PROPRIETARY CURB W/GR,4TE 51 TE ACTIVITY DESCRIPTION S.WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES �'M n r•1 ,y'; BURIED 12 MIN. I. ;_ ?: INLET PROTECTION AS DRAINAGE THE PROJECT CONSTRUCTION ACTIVITY INCLUDES THE CLEARING 4.REPAAIIROAAND R REPLACE PERIMETER CONTROLS AS NEEDED,OR A5 x„e Native Sai' v Entrench 3" NTS INLET g DIRECTED BY ENGINEER. 6" WRE .STAPLE OR SANDBAG GRADING, STABILIZATION AND CONSTRUCTION OF MINOR 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REAGHS w* h2- Anchor SUBDIVISION ROADWAY, ALONG WITH THE ASSOCIATED STORM L -- ANCHOR EVERY 2' SOURCE: DANDY BAG PRODUCTS SECTION �g ONE-THIRD(I!3)OF THE BARRIER HEIGHT. � 3fl-lu§1L POLYETHYLENE � � DRAINAGE COLLECTION SYSTEM AND OTHER UTILITIES REQUIRED x STRAW 5ALE_ANCHQ11 SECTI "dS FOR 5U5TAINABILI7Y. 2"x4" WOOD FRAME 85 TEMPORARY STOCKPILE � �� VIEW STORM SEWER ag NTS -yJ �� GRATE FILTER FABRIC or r f, CONCRETE WASHOUT C= C=C= vELCRo Z< 1 NTS o o o CLOSURE SOURCE: ILLINOIS URBAN MANUAL STANDARD DRAWINGS 1 g LIFT STRAPS GENERAL 'POLLUTION CONTROL MEASURES � ��s Q000QOQQ WOVEN WIRE FENCE (MIN. 14 GAUGE W/ I USED FOR IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEG GENERAL �€ MAX. 6" MESH 5PAGIN6) EASY 0 0 STORMWATER PERMIT, STORM WATER MANAGEMENT AND EROSION MOVEMENT i- �`' OOOOOOOO AND SEDIMENT CONTROL MEASURES INCLUDING, BUT NOT LIMITED FILTER CLOTH wl INS ECTION A\� oQ000000 TO, THE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: 'I OF UNIT 00000000 - a. U) � OF /�f/ COMPACTED SOIL ~ W1 ��0�• PLAN 1. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY W< � 0 0 INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED y15 UNDISTURBED DISTURBED iI „_` DANDY BAG® 00000 OO MEANS) AND SHALL REMAIN UNDISTURBED. o AREA F� LOW! AREA i e STORM o000o000 <� Q I SEWER 2. CLEARING AND GRADING SHALL BE 50HF-DULED SO AS TO Y GRATE MINIMIZE THE EXTENT OF EXPOSED AREAS AND THE LENGTH OF EMBED FILTER CLOTH A MIN. 6" IN GROUND TIME THAT AREAS ARE EXPOSED. GRADED AND STRIPPED. AREAS SHALL BE KEPT STABILIZED THROUGH THE USE OF j ••, TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN T� SECTION i ACCORDANCE wITH SOIL CONSERVATION SERVICE WOVEN WIRE FENCE i / RECOMMENDATIONS. IN AREAS WHERE SOIL DISTURBANCE HAS 1 2"x4" WOOD STAKES TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AND/OR 56" MIN. LENGTH 10' MAX. G TO C' 1 PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED FENCE POSTS I- INLET 1� SECTION PLAN AND/OR IMPLEMENTED WITHIN SEVEN DAYS. @ DRIVEN MIN. 16" „ S INTO GROUND - - -- M�- '�� � `"^�."� FILTER FABRIC DROP INLET PROTECTION 5. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE FILTER i �_ PR ❑TECTI ❑ N T❑ f a 17 CLOTH 1 SILT PROPRIETARY FLUSH INLET PROTECTION MINIMIZED TO REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE S 0 Ff �" B E PROVIDED V I D E D ❑ N rf NTS NITS DIVERTED AWAY FROM CLEARED SLOPES. 5a. ,r ``'�. SOURCE: NY STANDARDS AND SPECIFICATIONS » SOURCE: DANDY BAG PRODUCTS 4. SEDIMENT SHALL - z LL BE TRAPPED ON THE SITE AND NOT FE NCE w r r AND SEDIMENT CONTROL I .� FO R EROSION A L GE DRA I��N ,"A a -� l PERMITTED TO ENTER ADJACENT PROPERTIES OR PUBLIC ROADS i `w, -� ' OR DRAINAGE SYSTEMS. SEDIMENT BARRIERS SHALL BE AUq{p tot GRATES V V I -i H I '� CONSTRUCTION NOTES INSTALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE A (pro N "`',`" '. . r,3 OP w I.FILTER FABRIC SHALL HAVE AN EOS OF 40-55.BURLAP MAY BE START OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL Wj k Arm of 0 �°S d pQR 7 5 ❑ F THE f� USED FOR SHORT TERM APPLICATIONS. CONSTRUCTION IS COMPLETE. !` 2.GUT FABRIC,FROM A C.ONTIN0005 ROLL TO ELIMINATE JOINTS. IF 8 ELEVATION --..- -Arne, �g11 8 ,o JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT 5. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED �y z 5�8 �� soy PROPERTY❑ P E RTY STABILIZED , 5.S5TATAKE MATERIALS WILL BE STANDARD 2•x4"WOOD OR TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED EQUIVALENT.METAL WITH A MINIMUM LENGTH OF a FEET. ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE ` C ❑ N S T R U C T`I ❑ N 4. MUM.SPACE STAKES EVENLY AROUND INLET 5 FEET APART AND DRIVE t A MINI 18 INCHES DEEP.SPANS 6REATER THAN 3 FEET MAY BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED. BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC �, i (J FOR SUPPORT. 6. ALL RUNOFF SHALL BE RETAINED ON-SITE IF POSSIBLE, IN a ?$5�03 T � ENTRANCE T❑ B E `� 0 5 aoW ► S.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW&ROUND ACCORDANCE WITH LOCAL REGULATIONS AND APPROVALS. a t rpys� Aps C7 AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES r,�•4 AND FRAME, DRAINAGE INLETS INSTALLED ON-SITE SHALL BE PROTECTED �� ♦" s PROVIDED A, ANY ` L ,�4 2 , 6.A 2"x4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST. FROM SEDIMENT BUILDUP THROUGH THE USE OF APPROPRIATE CONSTRUCTION SPECIFICATIONS i - ' , ` �a 1 aaC 0 `� 1 2+Qs» 7.PROPRIETARY INLET PROTECTION MAY BE W55TITUTED IF INLET PROTECTION. c� q W APPROVED BY QUALIFIED INSPECTOR. I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS i � - I ` 'M L ❑ CAT I ❑ '.N , �, q 17y,g&, WITH WIRE TIES FENCE STAPLES. POSTS SHALL BE STEEL,EITHER 0 OR S• ♦` ` �• -i. THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST -U.-TYPE,OR HARDWOOD. I .� ♦ CONSTRUCTION r 1 C' u3 .� ` DURING CONSTRUCTION: A. WATER-DOWN ACCESS WAYS, 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE ��� .� R STOCKPILES, AND MATERIAL PRIOR TO LOADING; B. LIMIT ON-SITE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. _ O LP 0 0) FENCE SHALL BE WOVEN WIRE,6"MAXIMUM MESH OPENING. �~ `� VEHICLES WILL �E N T E R st c VEHICULAR SPEEDS TO 5 MPH; 0. PROPERLY COVER TRUCKS 3. WHEN TWO(2)SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER ya ��` A ` 4 L to s CARTING LOOSE MATERIAL AND CONSTRUCTION DEBRIS. THEY SHALL BE OVERLAPPED BY 6"AND FOLDED. FILTER CLOTHS ♦` f y'y (} J Q SHALL BE EITHER FILTER X,MIRAFI IOOX,STABILINKA T140N,OR �_ :Y�� ` , THE P R ❑ P E RTY .� �'" �" 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES APPROVED EQUAL. 4. PREFABRICATED UNITS SHALL BE&EOFAB,ENVIROFENGE,OR -�` �' 1 18,5 ' q .0 SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE APPROVED EQUAL. i p `"�. r� * a �"'' L. PERMANENTLY STABILIZED. FOLLOWING PERMANENT 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES DEVELOP IN THE SILT FENCE. i ©Sfi' �' � O STABILIZATION, PAVED AREAS SHALL BE GLEANED OF SOIL AND 6. HAY BALES MAY BE USED IN LIEU OF WIRE BACKING FOR ^' .,. 3D C C7 6. 44A STABILITY. i IQj -- p� , ep 1 �: Vj C7 DEBRIS AND DRAINAGE SYSTEMS SHALL BE GLEANED AND r • �h ___� F ��() �� FLUSHED AS NECESSARY. i _ ::.'' �f 'A' '� iV Sip co, er r; i "ti` : .: ," ,"� C 'ORA �� ^ y S�dr�7'�9m --- - - - el. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO SILT FENCE ` NTS I I ``�~ - -------- MEASURES i ARE TO INCLUDE, BUT ARE NOT LIMITED TO, LEANING OF e ,27•, �,,,,, ,„,�, B PERFORMED 5 INDICATED B PERIODIC INSPECTION AND heaa� (- AFTER HEAVY OR PROLONGED STORMS MAINTENANCE SOURCE: NY STANDARDS AND SPECIFICATIONS "' >� r':' x •- sraye�lgY DEC ® 5 202 RECHARGE BASINS SEDIMENT TRAPS AND DRYWELLS, GLEANING ° STOCKPILE KPI LE FOR EROSION AND SEDIMENT CONTROL "' `' {„''„ `� ~ -° .� �° 7 5r AND REPAIR OF SEDIMENT BARRIERS, REPAIR OF BERMS AND '''.,•:`'``'�. C QR �------ - 1 T' �_ � � Southold Town RUNOFF DIVERTERS, AND GLEANING AND REPAIR OF INLET IA R E A �� p -_` N Planning Board PROTECTION DEVICES. 50' Yi r �A�%pa`5 " w 10. DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY t 4...n ,. Cy ,„ �' Z3 MIN. i AL7 ° (""" D _` ; WITH ALL LOCAL REGULATIONS CONCERNING THE DISPOSAL OF o � � i / �� ;�,>;>:;'..•v N � .,F �. "± ..��.� OpQpu w,�r��aa � �•q, � SOLID WASTE AND DEBRIS AND TOXIC AND HAZARDOUS WASTE, PI-0 ,( -- W '� © AS WELL AS SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. i EXISTING STONE PAVEMENT- 2' EXISTING 1,3y�p ppst ` .„-'~' :" �£o �l�(3 , �, mo49 o • S PAVEMENT Area sS�s $d p f Y" :;: t'' fRa ADO y 37 ov ao C 11. CONCRETE WASH-OUT OF READY-MIX TRUCKS IS NOT &ROUND ,. >.i.:. '^ °f be�rt or " r 8� � Qu yr l . B, Q, ! :•.... -. w - \ ? R o '' a sr PERMITTED AT THIS SITE UNLESS APPROPRIATE WASH-OUT AREA i 4�° ht SILT q f e^ 15 PROVIDED. O • R .�r, a� �8' r mod- _' !�.� _ f v N z_ MOUNTABLE BERM �{ : �. Q (OPTIONAL) °° FENCE " ^'''` C UNLESS OTHERWISE DIRECTED BY THE OWNER, THE CONTRACTOR •«.. ''� +j ...._::1:•,..;:.t.........,._. `;• to '}. +� -�k` �.`°•�.."^.•....- G FILTER CLOTH _ _ _ _ ' ^yr.......• Ct 2 Q ; ^�;y o ,{ � Q 0 IS RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF e PROFILE _ �-_ _ :: r? '�-....� , �-.,,.,�--~............„-~:.�°' � � � CONSTRUCTION ACTIVITIES, PREPARATION OF INSPECTION u REPORTS, AND REPORTING RELEASE OF POLLUTANTS TO THE 0 50' _I I '`' now � Z� ? PROPER AUTHORITIES AS NECESSARY TO COMPLY WITH THE MIN. {t � D/n Or NYSDEG GENERAL 570RMNATER PERMIT. THE CONTRACTOR E "� kc former ii "'+ SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE SWPPP h O 2p.6 e NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION "'91 der ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP 6u� ` SO/, WHERE APPROPRIATE. V. ..': ..: EXISTING 3�• EXISTING 'r :4..0 'CiOftiRe ;:. - M1Pl,,..•E,; l 1 f „ ()� PAVEMENT 1, &ROUND g:' ' J6GREGATE � � f • .: : :: ;:: ,:`. o ,` A .2SS 501 L DATA -� STABILIZED 505 PERCENT CONSTRUCTION KEY DESCRIPTION GROUP OF SITE PLAN "1 HOA Haven loam, O to 2 percent B 545yo ENTRANCE slopes CONSTRUCTION NOTES f/ RdA Riverhead sandy loam, O to 5 A 15% I. STONE SIZE-USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. j percent slopes 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FIB Plymouth loamy sand, 3 to 8 A 18 FOOT MINIMUM LEN&TH WOULD APPLY). 5Y� 5. THICKNESS-NOT LESS THAN 6". x percent slopes 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR PIG Plymouth oamy sand, 8 to IS A Sgb E&REss OCCURS. percent slopes 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER-ALL SURFACE WATER FLOWING W C.OR DIVERTED TOARD ON5TRUCTION �� ¢ yy�C ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A ROB Riverhead sandy loom, 3 to 8 A 43b MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 100 0 50 100 200 17' C ` percent slopes E -1. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL !R PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC R16HT5-OF-WAY.ALL SEDIMENT _ f 3 Bs Beach sand 19b 1 s t 6i SPILLED,DROPPED,OR TRACKED ONTO PUBLIC RI(SHT5-OF-WAY MUST BE REMOVED SCALE: (" = IOO' 4 8 PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN('7) d� j N CALENDAR DAYS. RCN ll AS DETERMINED BY THE SOIL SURVEY OF SUFFOLK COUNTY �! � MADE BY THE UNITED 5TATE5 DEPARTMENT OF AGRICULTURE, 4s ,Alr SOIL CONSERVATION SERVICE, IN COOPERATION WITH CORNELL STAB I L I ZED CONSTRUCTION ENTRANCE n�''�'•�r ti ,, AGRICULTURAL EXPERIMENT STATION. NTS r, Record of Revisions Bing dea dea No. Date Remarks Big ]�i n g Drawing Prepare une 2 , 202 Project: 202D_OctOcf ` A€ ' i dea dea 10/12/24 Add ESOP-2 Drawin 2020_0ciOcf 1` `. Tex ` t I Subdivision Scale:as shown f�y p�qq'XX at Gutchogue Town of SouthoCR ld Rt i �i. '., i ♦ $$yI a= } • Suffolk County, New York 00 3 "-.•..- `'°` ;;;"'' ";' ° �� Erosion Sediment Control I Plan ...� D.Adams,pe,pllc - PO Box 14,5etauket,NY 1 1733 Douglas ¢ 80897 E %Wj VaIr L a 631.774.3521 -da-ce.corn no. 1037 SCTM: District 1000 Section C15 Block I Lot 1.2 4 8.5 50' MIN. DANDY CUP,13 BAG STORM SEWER OVERFLOW FILTER FABRIC 2"X4" WOOD FRAME NOTE5 EXISTING STONE PAVEMENT 2' EXISTING NOTES; GRATE GAT' e TOTAL SITE DISTURBANCE APPROX. 2.55 ACRES GROUND PAVEMENT COMPLETELY CURB AND e THE BASE INFORMATION FOR THIS MAP WAS PROVIDED BY COVERffD BY 10'Min UTTER INLET 1. Maintaining temporary concrete washout facilities shall include HI-FLOW FABRIC STRAW BALE FOX LAND SURVEYORS. remmkgohd disposing of hardend concrete and/or slurry and 2"x4" Y400D ............ CONSTRUCTION ENTRANCES TO BE UTILIZED AT ANY returning the faciNities to,o functionol condition. STAKES CONSTRUCTION NOTES -RE CONSTRUCTION VEHICLES WILL REGULARLY LOCATION WHERE MOUNTABLE BERM USE 2"STONE I. STONE X 4 SIZE OR A RECYCLED CONCRETE EQUIVALENT. (OPTIONAL) 2. racility shall be cleaned or reconstructed in a new area once ENTER THE PROPERTY ;M FILTER CLOTH 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A 51145LE RESIDENCE LOT WHERE A 50 washout becomes two-thirds full. s FOOT MINIMUM LENGTH WOULD APPLY). PROFILE SILT FENCING To BE INSTALLED AT THE LOCATIONS S. THICKNESS-NOT LE55 THAN 6". INDICATED ON THE PLAN PRIOR TO ANY GROUND DISTURBANCE, 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR , 50' 3. Each straw bale is to be staked in place using (2) 2")(2*x4' IN THEIR RESPECTED AREAS OF CONSTRUCTION, AND NOT Acn EGRESS oor-URS. -111 , i =1' PLACED OVER THE ENTIRE AIR R PLACING OF STONE. MIN. wooden stales,FILTER CLOTH-WILL BE PLAC, AREA PRIOR TO PL I 5. LIFTING REMOVED U14TIL DIRECTED To Do So By THE QUALIFIED 6. SURFACE HATER-ALL SURFACE HATER FLOWING OR DIVERTED TOWARD CONSTRUCTION 5TPAP5 INSPECTOR. ENTRANCES SHALL BE PIPEI?ACROSS THE ENTRANCE. IF PIPIW_, 15 IMPRACTICAL,A �q CURB MOUNTABLE BERM WITH Sd SLOPES WILL BE PERMITTED. FILTER DATUM - NAVV (MSL 1468) P -7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 6' wire 1,�taple or Sandtog OR FLOWING RIGHTS-OF-WAY.ALL SEDIMENT PREVENT TRACKING OF SEDIMENT ONTO PUBLIC be LOW PROFILE WITH SPILLED,DROPPED,OR TRACKED ONTO PIMILIC,RIGHTS-OF-WAY MUST BE REMOVED , 1-1.r I -V i I 1 1, ,L�:i I�i t SPILLIE 2' Max IMMEDIATELY 3041 P6jyethyiene GUTTER FOR SAFETY AND CURB APPEAL 8 PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(1) FILTER FABRIC, Y, BURIED 12" MIN. 51TE ACTIVIrr r,>E5oRiPTION CALENDAR DAYS. �--Straw Sale 3' Mi EXISTING 1 PROPRIETARY CURB W&RATE EXISTING E, PAVEMENT ench 3' L DRAINAGE THE PROJECT CONSTRUCTION ACTIVITY INCLUDES THE CLEARING, GROUND Native Soil r WRE STAPLE OR SANDBAG L6 INLET PROTECTION INLET 0ATE­ Une,AncInor GRADING, STABILIZATION AND CONSTRUCTION Or MINOR =D STORM -MIL POLYETHYLEN NITS SECTION SUBDIVISION ROADWAY, ALONG WITH THE A55001ATE (ANCHOR EVERY 2') DRAINAGE COLLECTION SYSTEM AND OTHER UTILITIES REQUIRED SOURCE: DANDY BAG PRODUCTS JIR.A�W8A E ANCHOR SE,�JIQNS FOR SUSTAINABILITY. 8P 2"x4 8 " Y400D FRAME M R PLAN PLAN VIE TER FAERIC, F J_ CONCRETE WASHOUT STABILIZED CONSTRUCTION ENTRANCE NTS STORM SEWER. NT5 GRATE SOURCE: ILLIN015 URBAN MANUAL STANDARD DRAY41NC75 FU X§ A VELCRO GENERAL POLLUTION CONTROL MEASURES =C= — P p CLOSURE 000000 IN ACCORDANCE WITH THE PROV15I0N5 OF THE NY5DEC GENERAL %V 00000000 P_ U 5TORM114ATER PERMIT, STORM WATER MANAGEMENT AND EROSION LIFT 5TPAF15 00000000 AND SEDIMENT CONTROL MEASURES INCLUDING, BUT NOT LIMITED 2 z 0 USED FOR 0 00000000 TO, THE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: EASY F5 94 8 z F5 MOVEMENT 0 1. EXISTIN6 VEC7ETATION TO REMAIN SHALL BE PROTECTED (BY INSPECTION 0000 INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED AND all ----------A 0000 CV "'A f MEANS) AND SHALL REMAIN UNDISTURBED. F= V'A. OF UNIT 00000000 PLAN 000000ou 4111/1, 11 Q) WS &rlj or forr 40 2. CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO W, 4? MINIMIZE THE EXTENT OF EXP05ED AREAS AND THE LENGTH OF er/ DANDY BAG co 0.(b AREAS SHALL BE KEPT STABILIZED THROUGH THE USE OF 7/,1 A Zly, ,�*/2 GRATE '�M!y,/,rY' seneic) 5TOPM olotit7g TIME THAT AREAS ARE EXPOSED. GRADED AND STRIPPED. SEWER TEMPORARY SEEPING AS REQUIRED. SEED MIXTURES SHALL BE IN 0 "I'MN zP`-VA111WZ, ACCORDANCE AITH SOIL CONSERVATION SERVICE 19 d I RECOMMENDATIONS. IN AREAS INHERE 501L P151-URBANCE HAS 8 p, 2"x4" V400D STAKES TEMPORARILY OR PERMANENTLY CF-A5Er:>, TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED 413 co • Al PLAN AND/OR IMPLEMENTED WITHIN SEVEN DAYS. 5. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE FILTER FABRIC DROP INLET PROTECTION SECTION MINIMIZED TO REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE S o NT5 DIVERTED AWAY FROM CLEARED SLOPES. z %rJ 46 S60 �0 4 SOURCE: NY STANDARDS AND 5FrECIFICATIONS �/S I LT/ tot 5 4. SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PROPRIETARY FLUSH INLET PROTECTION FOR EROSION AND SEDIMENT CONTROL W 39 F, E N PERMITTED TO ENTER ADJACENT PROPERTIES OR PUBLIC ROADS NTS, OR DRAINAGE SYSTEMS. SEDIMENT BARRIERS SHALL BE SOURCE. DANDY BAG PRODUCTS INSTALLED ALON6 THE LIMITS OF DISTURBANCE PRIOR TO THE / INLET CONSTRI)CTION N07ES START OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL j 100 USED FOR SHORT TERM APPLICATIONS. 1.FILTER FABRIC,SHALL HAVE AN EOS OF 40-55.BURLAP MAY BE CONSTRUCTION 15 COMPLETE. Go 01\10 /1\C9 $ib PROTECTION T04)"/ M^N-1 90.9 2.CUT FABRIC,FROM A CONTINUOUS ROLL To ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT 4 5.0 5. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED 1. BE PROVIDED O/N STAKE. TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED B.STAKE MATERIALS WILL BE STANDARD 2"x4"HOOD OP, V 0 # lz� I % EQUIVALENT.METAL WITH A MINIMUM LENGTH OF 5 FEET. ONTO LOCAL ROAD5. THE CONSTRUCTION ENTRANCE SHALL BE 00 4.SPACE STAKES EVENLY AROUND INLET 5 FEET APART AND DRIVE MAINTAINED UNTIL THE SITE 15 PERMANENTLY STABILIZED. J to D RAI NAG E A MINIMUM 18 INCHES DEEP.SPANS GREATER THAN 5 FEET MAY BE vw/l IQ / / (6 ��"q .11, 1 0 4,i, ", _e - P6 BRID&ED Y41TH THE USE OF Y41RE t-SSH BEHIND THE FILTER FABRIC, ry- /0 J V) ....... aq SHALL BE RETAINED ON-5ITE, IF P05515LE, IN FOR SUPPORT. 6. ALL RUNOFF qr /o / r. RATLS WITHIN AJ 0 AJ S.FABRIC.SHALL BE EMBEDDED I FOOT MINIMUM BFLOA GROUND ACCORDANCE WITH LOCAL REGULATIONS AND APPROVALS. F AND BILLED.IT SHALL BE SECURELY FASTENED To THE STAKES DRAINAGE INLETS INSTALLED ON-SITE SHALL BE PROTECTED 100 AND FRAME. 75 13F THE t 6.A 2"x4"V400D FRAME SHALL BE COMPLETED AROUND THE CREST. FROM SEDIMENT BUILDUP THROUGH THE USE OF APPROPRIATE 7.PROPRIETARY INLET PROTECTION MAY BE SUBSTITUTED IF INLET PROTECTION. APPROVED BY QUALIFIED INSPECTOR. *7 P, R 0' P E RTY ' I I I If I I "I // '7. THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST STABILIZED 1� I DURING CONSTRUCTION: A. WATER-DOWN ACCESS NAYS, CONSTRUCTION STOCKPILES, AND 'MATERIAL PRIOR TO LOADINS; B. LIMIT ON VEHICULAR 5FEED15 TO 5 MPH; G. PROPERLY COVER TRUCKS 051 1 C-4 DEC 0 5 2024 CARTING LOOSE MATERIAL AND CONSTRUCTION DEBRIS. 17 ENTRANCE TO BE 1 4�6�k A PROVIDED AT ANY UJ fawn 4b UJ L___SaoLi 5. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES thold .0 Planning Board SHALL REMAIN IN PLACE UNTIL UPLAND D15TURBED AREAS ARE V�l tot 0) -N (Po PERMANENTLY STABILIZED. FOLLOWING PERMANENT LO E: ATI 0 11 845'_VSe(y STABILIZATION, PAVED AREAS SHALL BE CLEANED OF SOIL AND 9C to 18�ce, COI-NSTRUCTION 'e"Or De Or DEBRIS AND DRAINASE SYSTEMS SHALL BE CLEANED AND k 0 WOVEN WIRE FENCE (MIN. 14 GAUGE Vil 170 V� FLUSHED AS NECESSARY. "t'l?, At'. MAX. 6" MESH 5FACINS) -4,/.!�# tv VEH- CLES WILL ENTER x 0 1 49 ZS cf. PROPER MAINTENANCE OF EROSION CONTROL MEASURES 15 To FILTER CLOTH BE PERFORMED AS INDICATED 5Y PERIODIC INSPECTION AND 10 THE PROPERTY I AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES /I COMPACTED 501L ARE To INCLUDE, BUT ARE NOT LIMITED To, GLEANING or RECHARGE BASINS, SEDIMENT TRAPS AND DRYY4ELL5, GLEANING UNDISTURBED DISTURBED AND REPAIR OF SEDIMENT BARRIER5, REPAIR OF BERMS AND AREA FLOW AREA RUNOFF DIVERTER5, AND GLEANING AND REPAIR OF INLET luo ♦ PROTECTION DEVICES. ."Oro '04�r'c'?0SY0 w)�-1) 1 'o P P%p do �ft w. A, ♦ -6ftL-- EMBED FILTER CLOTH 10. DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY C�y A MIN. 6" IN GROUND eel A 4" WITH ALL LOCAL REGULATIONS CONCERNING THE DISPOSAL or Qof ...... SL OPA Ap ♦ 50LID WASTE AND DEBRIS AND TOXIC AND HAZARDOUS WASTE, 4A­u 4 I ll Z/ ...- I :­ Qu- AS WELL AS SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. k, ♦Now SECTION 84 r, ♦ WOVEN WIRE FENCE tot COURr Of ♦ 11. CONCRETE WASH-OUT OF READY-MIX TRUCKS 15 NOT 96" MIN. LENGTH PERMITTED AT THIS 51TE UNLESS APPROPRIATE WASH-OUT AREA "by ♦♦ IS PROVIDED. > FENCE F05T5 10, MAX. 0 TO 01 DRIVEN MIN. 16" .......... P�o yk)� P�s V34- ea 14,10 f ............. P, ♦ INTO GROUND UNLESS OTHERWISE DIRECTED B-r' THF- OWNER, THE CONTRACTOR FILTER. 15 RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF CLOTH CONSTRUCTION ACTIVITIES, PREPARATION OF INSPECTION ey o REPORTS, AND REPORTING RELEASE OF POLLUTANTS TO THE IDPA J • PROPER AUTHORITIES AS NECE55ARY TO COMPLY WITH THE ....... ..... 13 I' L NY51PEC &ENERAL STORMV4ATER PERMIT. THE CONTRACTOR 0 E • SHALL REPORT ANY REQUIRED MODIFICATIONS To THE e)V4PPP 0 C K P I L E, ,, NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION S ACTIVITIES TO THE ENGINEER FOR REVISION OF THE 5AFFF E SILT ... ......... WHERE APPROPRIATE. I ON 5 SLOPE AREAS MAX. FENCE ........................ V ELEVATION V CONSTRUCT SILT FENCE .........._: AROUND ENTIRE PERIMETER I SGS PERCENT OF STOCKPILE 501L r,>ATA KEY < DESCRIPTION GROUP OF SITE HaA Haven loam, 0 to 2 percent 5 54% STOCKPILE GRADE N, CONSTRUCTION SPECIFICATIONS Slopes I. WOVEN HIRE FENCE To BE FASTENED SECURELY To FENCE POSTS RdA Riverhead Sandy loom, 0 to 5 A 15% WITH HIRE TIES OR STAPLES. P057-5 SHALL BE STEEL,EITHER"T"OP, percent Slopes 1�z tot TT`PE,OR HARDHOOV. (PI-0 2. FILTER CLOTH To BE FASTENED SECURELY To WOVEN HIRE FIB Plymouth loamy Sand, 5 to e) A 15961 FENCE WITH TIES SPACED EVERY 24"AT TOP AND MIDSECTION.re '00se(y percent slopes Or 141reo. S57 FENCE SHALL BE WOVEN HIRE,6"MAXIMUM MESH OPENING.s.r Or B. WHEN THo(2)SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, Fla Plymouth loamy Sand, 8 to 15 A 5% CONSTRUCTION NOTES THEY SHAL.L.BE OVERLAPPED BY 6"AND FOLDED. FILTER CLOTH percent slopes 1.PROTECTION OF STOCKPILES 19 A YEAR-ROUND REQUIREMENT. 9Ac SHALL BE EITHER FILTER X,MIRAFI IOOX,5TABfLINKA T14ON,OR 2. STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM APPROVED EQUAL. RCIB Riverhead Sandy loom, 3 to a A 4% cONCENTRATED STORMINATER.FLOH5,AND INLETS. 4. PREFABRICATED UNITS SHALL BE&EOFA5,ENVIROFEW-E,OR E B.HIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES percent slopes APPROVED EQUAL.AS APPROPRIATE. 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR AS 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 69 Beach Sand 1% N REMOVED WHEN "BUL&E5 DEVELOP IN THE SILT FENCE. DIRECTED 5,,(ENGINEER. 6. HAY BALE5 MAY BE USED IN LIEU OF HIRE BACKING FOR S.SEDIMENTS SHALL BE REMOVED HHEN SEDIMENT ACCUMULATION REACHS 100 0 50 100 200 STABILITY. ONE-THIRD(11`5)OF THE BARRIER HEIGHT. AS DETERMINED BY THE 501L SURVEY OF SUFFOLK COUN71, 9 TEMPORARY STOCKPILE 50ALE: 1" 100' SILT FENCE MADE BY THE UNITED 5TATE5 DEPARTMENT or AGRICULTURE, NITS 501L CONSERVATION SERVICE, IN COOPERATION WITH CORNELL NTS AGRICULTURAL EXPERIMENT STATION. 5OURCE: NY STANDARDS AND 5FE0IFICATION5 eL FOR EROSION AND SEDIMENT CONTROL Record of Revisions Drawing Prepared: June 25, 2021 dea dea No. Date Remarks Av, Blc3 Bing Project: 2020-OIOCT �V doo des 10/12424 Add ESCP-2 Drawing: 2020-0clOct 5ubdivision Scale: as shown T of Cutchoque, Town of Southold r T_"""_"_ A M TER, FA11RIC,r4 FI`L7 Suffolk County, New York Erosion 4 5ediment Control Plan D.Adams,pe,plIc - P0 Box 4,5etauket,NY 11733 Douglas 60897 '11 . no. 1037 - ....... ---------------------- 631,774,3521 -da-ce.com I�_If�44 *� n,' IL BOTH: District 1000 Section 415 Block I Lot '72 4 6.5