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Home My WebLink About20150995 Ver 2_10_Erosion Control Plans_20190328. ------------------------------------------------- ----- � - ------- - � _� �� I � � , -� � � � � � � � � � � , � � , � � IMPERVIOUS SURFACES IN PARK DEPOT GREENWAY DISTURBED AREAS Total Disturbed Area (shaded) = 1.86 acres j PROPOSED IMPERVIOUS SURFACE = 0.62 AC PROPOSED VEGITATED AREA = 1.24 AC � T oWn Contact: T rocy Stephenson, PE _ ToWn of Fuquoy-Vorino PROJECT DENUDED AREAS ' Town Englneer 40/ 0/d Hone cutt Rood Fuquay-Var/�a, NC 27526 � FLOW ARROWS (9/9) 753-1039 % ' / � � / y PLANS PREPARED BY: �� _ Kimley>>> Horn � 421 FAYETTEVILLE ST, SWTE 600 � � RALEIGH, NC 27601 � PHONE. (919) 677-2000 (�I FAxe �9i9� 6��-zoso Nc ucENSE �F-oioz Q �20�, Z ,�,��,,,, � ,��o��`�a ��QR��''%, � � o ; �o��FEs�o,�� .� =; -� = �� SEAL � = - o e - � 37827 0� - Q ', _ � � � Z---- \� '� �� F��► eN��`��`�? ; o ; , o00 � Q , 0 � _ - - - ��'%, �. T H ��, '��,��,�� SEAL , � �� '� BEGIN PROJECT � �� ' � �� PARK DEPOT GREENWAY � � �� -L 1- Sta 10 + 01.55 �� , , � � � _ V �� , , � � � , ,, � � , � �- _ � , — , �, ; , --- � ,- � BEGIN BOARDWALK , ,� � � ', � -L 1- Sta 12 +50.00 � � az �, �,. �_' � �� I � _'s_e�.�,a� � - -- � �� , �.:�:� mz � , � __ \ �e�z , az - - _ - � , , �� . � ___ I, r ��,`�, m � � �� , r� � � r� - � � � , , � , _, e � _ , __ ,�, - i � o �', � � �, ;1 I �` I ��.� � � �, � N �° �,. �„�a , Tji � � �� . � , .� ; � ,, * m� �. � . ., , � � � � � 4 �� 4�� t, � __- '--�� s,�� .. I � ' � � � ,...._�-•-' ` . �, �� I ' ' � � �h . �I �� -'.'-"..-. . ' i � � � � . � �.. _.-.-�...-�_' .. . , '`•� �,, _.._. ar, �..� � _ � z ; . z �, o. � � r _ � � 1.41 AC �� ' � � � N �,�. END CONSTRUCTI�N � \� � � - z , �. N � ; _ � �, � - N �� `�.� �� - az e`° -Y2- STA. 13 + 05. 50 � , � O -- � , � �� --- �� , _ - � � m ., � , � . ' °�, �,,�„ - � . ' \ \ � NARRATIVE _ az �.,�n `, � ,p',. \ � O � � � _ � � � � n e , , ' � . . . ��, � � �� °�n� � - � � � � Prn iect ne.sr.ri tn inn _ � + _ � � � a ' ,. � � oa , ' e�' � , \ , , , � a� �— — m �„ �, e ' * � a= � e= , �az � � The purpose of this pro�ect is to construct a new greenway �Park Depot Greenwoy) \ _ �,, �� °�°=a___n_,�_;��, � _�e' Ef�Q— / / ,. "�,. �,�„�.,s�—„�-,.�q�.,,� ,� � �'� 0 1n Woke County, Fuquay-Vorinoa The new greenwoy will consist of a l0' wide ospholt _____ �,,,_,._„_„_,_,._._ ,'�� , � path wlth 2' grassed shoulders. The greenway for Park Depot Greenway Will be , �� a=� a=� '!•.,. ��„� END PROJECT ,,, , o approximate/y Oo40 mi/es in /engtho A median wi// be constructed at the Intersectlon wlth eZ' e.l �� PARK DEPOT GREENWAY c NC Hi ghwoy 55 f or ped estri on ond b/ cycle crossi ng. Di tches wi ll olso be ad � usted olong �_ �', � NC Highwoy 55 to promote positive droinoge. Approxlmotely 1.89 ocres w1/l be dlsturbed END BOARDWALK ;' \a�� -L2- Sta 30+92.00 � during the construction of this pro�ect. Also, opproxlmote/y 1.27 ocres will be vegetotively -L 1- Sta 16+ 14.00 :•� j�n �2� \\ .� �� 0.45 AC � �� ', � stobilized with gross ond permanent plontings. � � -�� ;� � , � � � � � � �' �� END CONSTRUCTION � � '� � Pork Depot �reenWay is locoted i n W oke County, Fuquoy -V arina, NC. T he pro� ect � :' � � I � si te beglns at the end of the exlsting trock at 0/d Honeycutt Park :�• � -D 1- STA, 12 + 54.49 \�_- � � _ � f35.580595 N, 78.760/26 El and proceeds cross country in a south/southeast direction _ ,, � z , � �, . �', , crossing NC H1ghWay 55 and connecting to the existing South Lakes Subdivision � ,�� 1 ', o greenwoy f35.57763/ N, 78a755822 Eld � `�' ; ` �, � 'z � � � .� � N � : � N � � �'�, � Slte ne.scrl tn I�n '�' � ' , N f I � /- I I � / / ', o The site is generally level to sloping and contains drainage ways that are bordered by � �^ ; moderote slopes. All droinoge mokes its woy through o series of ditches ond storm o drain systems Into tributories of the Neuse Rlver. BEGIN CONSTRUCTION �e . . . . " -Y2- STA. 10+50.00 '� �� ` �� T he si te i s undeveloped contoi ni ng culti vated f i elds. T he mo� or d roi noge woy f or the - ,- �, - � � area Is an unnamed trlbutary to Black Creek. ��' � �� -�� , , , � � , � , �, � � '��, '� A� i ncent Prn� � . ..y. 9 y. . . e . ',, a , Areas ad 'acen e the proposed eroodWa l n�onsi st of Wooded and /culti voted � nd. T he ti ons. ', � �� — J Y ', ma�or out/et for run-off discharqe is the unnamed trlbutart to B/ack Creek. B/ack Creek '�� i s a Well establi shed gently -f lowi ng trI butary to the Neuse Ri ver. � '�� ; Sni/.s '' N , � T he classi f i ed soi ls I n th1 s regi on i nclude the Appli ng seri es, W aqram seri es, and the ', N Wehadkee series. '� � � �. � � W � � 0 0 Z \ L ? � o a` � � \� > � a a ,� < � a � o z G � a � o L �. � z W M � � — � W __ _ c -- — V O�C _ o a a z � a � J W � OC � � W �o -- z � z — W o � � W � �- � KHA PROJECT: 012622011 DATEe 2-17-17 FINAL PLANS ERO-1 ------------------------------------------------- � � � N �,, W �,, Q I � '� o �,, � '�� o ��, a ' � � \ ', � '�� ; I O I a�.� I � � � � a �' � '� � � N '� O '� � '� � �'� Q �' � ',, Y �I O '� � ' N �, rl' '------------------------------------------------- �IOZ bN� �� b'N INSTALL TEMPORARY ROCK SILT CHECK TYPE 'A' 1' WEIR HEIGHT NCDOT STD 1633.01 SEE SHEET ERO-7 (TYPICAL) INSTALL TEMPORARY CLEAN INSTALL TEMPORARY CLEAN WATER DI VERSION DI TCH W/ GEOTEXTILE FOR SOIL STABILIZATION SEE SHEET ERO-8 (TYPICAL) INSTALL SILT FENCE OUTLET SEE SHEET ERO-6 PLANS PREPARED BY: COMBINED CLEARIN�AND FINAL PHASES FOR CONSTRU TION SHEET 4 GENERAL NOTES: Kimley>>> Horn 1. WHERE SILT FENCES ARE LOCATE BELOW STORM DRAIN OUTLETS, THEIR LOCATIONS MUST BE MOD F/ED AS THE STORM DRAINS ARE 4zi FAVETTEvi�! E sT, suirE 600 INSTALLED SO THAT THE FENCES WILL PASS OVER THE PIPE OUTLETS. RA�EicH, Nc 2�6oi PHONE. (919) 677-2000 FAXe (919) 677-2050 2. REINFORCED SILT FENCE OUTL TS MUST BE ADDED IN THE FIELD Nc ucENSE #F-oio2 020�, WHENEVER LOW POINTS ARE E COUNTERED ALONG SILT FENCE RUNS. ��iiiiiii�iii� 3. ALL RIPRAP ENERGY DISSIPAT RS ARE TO BE DES/GNED IN ACCORDANCE ��`�'�� QRO��'',, WITH DETAILS A AND B AS SH WN ON SHEET ERO-8 ��FE.SS��.�% - �� SEAL l �� = 4. USE ROLLED EROSION CONTR L PRODUCTS ON ALL = - CUT/FILL SLOPES AS NECESS RY FOR STABILIZATION, - �° 37827 � ;� v ° `��CI e��C'�'� c�? ,,,'��•��TH��`��, '��,��,�� SEAL WATER D/VERSION DITCH 2� (TYPICAL) gz SEE SHEET ERO-8 BZ 2 W/ CLASS 1 R/P RAP LINER BZ �� SEE SHEET ERO-9 Bz � / LIMITS OF DISTURBANCE (TYP) — _ _ TB �B��m tg — _7g � � - - TB�TB�_�T- ..... _-_- --- _--- - J......... 'TB !_..� �-- ._. '--- _`TB— __TB -- T8 . TB�TB _ _ . .. _ . �; ,� � , , �.. .. . �f��—�X_ �� _X��X�� _ �C��O .. � � . - / � � � � � BZ � � — — � / � _ - - — . � �� . . - - O � �-'_ �( �'� ��o✓�'J� — _ � .:� � , \� �� . � � � SLOPE STABILIZATION ` � �—`��_ ' � _ � � ,r0 � BZ 1 B � I _ _ o � � \ + O - „ � � � - , � _ � � � � � � �� ; ALL DITCH SLOPES, CLEAN WATER DIVERSIONS, CUT SLOPES,AND FILL � \�� \ \\.,'' -� f O�� e g �I v� � • �i - SLOPES ARE STEEPER THAN 3:1 FOR THE LENGTH OF THE PROJECT. � � �, � \5� � F ��PG��' �g / j/ Q� �O THEY WILL REQUIRE 7 DAY STABILIZATION PER NPDES GENERAL �;�1 ' C � ��P ;,,- �� PE �� ` � ST OR MWATER PERMIT S OIL STABILIXATI ON TI MEF R A ME S PER THE F � _ w'O �� --- \� o c TABLE SHOWN. _ � I GV�� J � � _ � � �e PE I � � �� _ __ � / - " 1 W J Q � � _ - - ,� � � G - �_ , BOARDWALK AND CULVERT EROSION CONTROL PHASING: ti �� ° �'L � , �- � J � m F 1. ` � Z�1 -� F o --- � U � Z 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY � � �'� � � . � - ' ' � � � � CLEARING AND GRUBBING IS PERFORMED. F \ � �� 2. CONTRACTOR TO ACCESS BOARDWALK AND CULVERT LOCATIONS USING PROPOSED INSTALL TEMPORARY GRAVEL � ` �°� � ' � L Z GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) CONSTRU�'TION ENTRANCE F � h� I STA L TEMPORARY ,� __ � IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. � 1 ~� EDI ENT FENCE p a ; NCDENR PRACTICE 6.06.1 � � DU NG CLEAR/NG PHASE o � Q 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS i � ��m � \/ � D I K E S, S P E C I A L S T I L L I N G B A S I N S, A N D B Y P A S S I N G P U M P I N G ( D E W A T E R I N G M E T H O D / h� A N M A/ N T A/ N T H R O U G H O U T n , a �� INCIDENTAL TO BOARDWALK INSTALLATION). � l C NSTRUCTION a � o 4. AFTER BOARDWALK AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL INSTALL CONCRETE % / h� CDENR PRACTICE 6.G2. � � Z G � DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATfING, WASHOUT STRUCTURE / '� (TYPICAL) . � � O SEEDING (SEE SHEET ERO-b), AND MULCH TO MAINTAIN A VIGOROUS, SEE SHEET ERO-�O � �D.IU� TEMPORARY m , ' a L ~ DENSE, VEGETATIVE COVER. c�, �~� ~m SEDI ENT FENCE , . � ' �m INS ALLED DUR/NG �' '� � � � PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING �/ hm CL �IR/NG PHASE � �' �i' ' � � Q INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE l O CE P/PE IS PLACED � , `� � `' W SUBMITfED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT � � � � o� INSTALLATION � � � �, �. , � � o �' . � W GENERAL NOTES (TYPICAL ALL SHEETS): GENERAL NOTES (CONT) (TYPICAL ALL SHEETS): ,y � �' �' �� ' � � � � � � , � � � 1. WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR 6. STREAM BANK STABILIZATION SHOULD BE PHASED SO THAT EACH � � � �, �, � � �' �' � ' � o a LOCATIONS MUST BE MODIFIED AS THE STORM DRAINS ARE INSTALLED SO DAY'S WORK IS COMPLETED AND ADEQUATELY STABILIZED AT THE END �' �' � � � �, �, �, . � � a THAT THE FENCES WILL PASS OVERTHE PIPE OUTLETS. OF EACH WORK DAY. � �, �, �• � �% �' � �, 2. SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS 7. ADEQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED � � � �, �, �. � �% °' ' ARE ENCOUNTERED ALONG SILT FENCE RUNS. AT THE END OF EACH WORK DAY AT ALL STREAM CROSSINGS UNTIL � � �' �' � � � � , , . � Q 3. USE ROLLED EROSION CONTROL PRODUCTS ON ALL CUTIFILL SLOPES ADEQUATE PERMANENT GROUND COVER IS PROVIDED. � � �, �, �. � � a% � a INCLUDING BASINS AS NECESSARY FOR STABILIZATION 8. CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT � � -' 4. DO NOT ALLOW CONCRETE DUST/WASTEIWASTEWATER INTO STORM DRAIN TO THIS PROJECT ARE FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE �. � � ,% �' � � � � � � � �' � OR OFF-SITE. ALL SEDIMENT MUST BE CLEANED OFF THE ROADWAY BY DRY SWEEPING PROIECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO �, �. � � �' � � "' O METHODS ONLY. WATER MUST NOT BE USED TO WASH SEDIMENT OFF EXISTING CURB AND GUTTER AT OR NEAR CONSTRUCTION ENTRANCES MUST �' � � � � � � �, �, =�. LEGEND IAPPL/ES TO ALL SHEETSJ o OF ROADS, DRIVEWAYS, OR PARKING LOTS. BE REPAIRED AT THE CONTRACTORS EXPENSE. �' �, 5. MINIMIZE BUFFER DISTURBANCE AS MUCH AS POSSIBLE. WORK WITHIN �% �' � � � D/STURBED AREA TEMPORARY ROCK S/LT CHECK TYPE 'A' = W BUFFER ZONE SHOULD BE SEQUENCED TO MINIMIZE THE LENGTH 11�PDES GE11tERAL STORMWATER PERMIT �, � � �% ''` � ~ OF TIME THAT DISTURBED AREAS ARE EXPOSED. �' CO/ySTRUCT/ON LlMlr ""�' SOIL STABILIZATI01� TIMEFRAMES �, �. � �� c--- F STORM DRA/N �NLET PROTECT/ON oo❑o KHA PRo�E�T: SELF-INSPECTIONS AND SELF-M011iITORING SHALL BE CONDUCTED � � � TEMPORARY S/LT FENCE 012622011 IN ACCORDANCE WITH THE CONDITIONS OF THE NPDES PERMIT NO. � �' `` �� DATEe 2_17-17 NCGO10000 AND NORTH CAROLINA GENERAL STATUE 113A-54.1(e) AND � � S/LT FENCE OUTLET S/TE DESCR/PT/ON STAB/L/ZAT/ON T�ME TIMEFRAME EXCEPT/ONS TEMPORARY CONSTRUCT/ON ISA NCAC 04B.0131 PERIMETER DIKES, Sy�ALES, DITCHES AND SLOPES 7 DAYS NoNE 8O 4O O HO � 6O ENrRANCE CONCRETE WASHOUT STRUCTURE � FINAL PLANS THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY HIGH �UALITY ATER (H� ) ZONES 7 DAYS NONE TEMPORARY CHECK DAM � WITH THE REGULATIONS SET FORTH BY THE � � NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE TEMPORARY STREAM CROSS/NG ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND SLOPES STEEPER THAN 3:1 7 DAYS NOT STEEPER THAN 2:1.14 DAYS ARE ALLO�yED. GRAPHIC SCALE NATURAL RESOURCES DIVISION OF WATER QUALITY. SLOPES 3:1 OR FLATTER 14 DAYS LENGTH, FOR SLOPES GREATER THAN 50' IN CLEA/y WATER DNERS/ON � CWD � ERO 2 ALL OTHER AREAS �IITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQ� ZONES. ------------------------------------------------- �� O� '� � ',, W ��, 4 I � '� o �'�, � '�� o '� � �� ''� c �' � �'� o � � �I O I N I � � Q '� Q �� i �'� o � � � i '� � I O I � ' 0 '� O �� o �' � �'� Q '� � i / ', Y ��, o � N '� \ �I N � � �------------------------------------------------- �e zz e2 I BZ 2 sz � � TB -�TB--Te` -TB�-TB�'�` lg TB TB TB - TB -� TB �� TB TB - TB �� TB- � TB TB � O - TB T8 - -TB��TB-� � eZ � hkho � �P'\F.�� ' eI Bz � �� ? LACE PERMAN /NAGE ��' �� A�i� PH �� P� ' � � - � ` ' ' ' THEN INSTAL RARY Q STREAM CROSSING 'CG�� --` _ �V � � ' NCDENR PRACTICE 6J0.1 �i`P`��' ' � �� o� ,,. af � . . . ; . � i i / / � �/ � �� e� �:. T � i � \ � / � \ / _ � � � '°F � � / �� l �� i � j � i� � � � i; / �i /, i ; , ��, f � �"� / -�� ' � ADJUST TEI�II�I�ORARY SED/MEN� �ENCE 1NSTALLE`�D DUR/NG CLEAR/NG PHASE ONCE P/PE IS PLACED � � � � � � � � �� GENERAL NOTES (TYPICAL ALL SHEETS): 1. WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR LOCATIONS MUST BE MODIFIED AS THE STORM DRAINS ARE INSTALLED SO THAT THE FENCES WILL PASS OVERTHE PIPE OUTLETS. 2. SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS ARE ENCOUNTERED ALONG SILT FENCE RUNS. 3. USE ROLLED EROSION CONTROL PRODUCTS ON ALL CUTIFILL SLOPES INCLUDING BASINS AS NECESSARY FOR STABILIZATION 4. DO NOT ALLOW CONCRETE DUST/WASTEIWASTEWATER INTO STORM DRAIN OR OFF-SITE. ALL SEDIMENT MUST BE CLEANED OFF THE ROADWAY BY DRY SWEEPING METHODS ONLY. WATER MUST NOT BE USED TO WASH SEDIMENT OFF OF ROADS, DRIVEWAYS, OR PARKING LOTS. 5. MINIMIZE BUFFER DISTURBANCE AS MUCH AS POSSIBLE. WORK WITHIN BUFFER ZONE SHOULD BE SEQUENCED TO MINIMIZE THE LENGTH OF TIME THAT DISTURBED AREAS ARE EXPOSED. C s i` —-� � c i i � �\ _ J�,� � � � �� // �"°m � \ \ m �= � � �, � � �, '/ — � � A. \ `�. _ � �� s° \ — , _ � � \ i \ � � � � i F � � � � \ \ � � � \ F\ F � � \ \ _. _ F F_ � � I. �c Jc �c � - INSTALL SILT FENCE �UTL�SEE SHE - 812 (TYPICAL) — BZ 1 8` � COMBINED CLEARING AND FINAL PHASES FOR CONSTRUCTION SHEET 5 eZ? �` % UNNAMED TR/B TO �Oo � BLACK CREEK �e��Te �� O�^ Te re� 7B -TB -TB TB TB TB�-�TB` TB' ` J v, O�Y• -\ / \TB -TB -TB TB TB TB rB_ TB`it8'TB 'TB'tB��e Te TB TB '�0 ��V� TB\ /TB `_ • ' \ T8��8 Tg -TB -TB ,! �V� L�- `� � z BZ 1 BZ � � � � BZ 1 Q��, �j — 3 � � � �j � � —�Z i v� O- — tFnIMENT F�ICE ez 2 I F �� %� INSTALLED DUR/NG _ — — — — — _ � Zc��J�� CLEAR/NG PHASE F � _ — � �� ONCE P/PE IS PL�4Cf� — — � — � � � � , _ — � E — ' F F � F 1` �F I � � � � \ � � \ INSTALL TEMPORARY � ,� SEDIMENT FENCE DURING CLEAR/NG PHASE AND MA/NTA/N THROUGHOUT CONSTRUCTION NCDENR PRACTICE 6.62.1 (TYPICAL) PLACE PERMANENT DRAINAGE P/PES DUR/NG CLEAR/NG PHASE THEN INSTALL TEMPORARY STREAM CROSSING NCDENR PRACTICE 6.70.1 � � Jc GENERAL NOTES (CONT) (TYPICAL ALL SHEETS): 6. STREAM BANK STABILIZATION SHOULD BE PHASED SO THAT EACH DAY'S WORK IS COMPLETED AND ADEQUATELY STABILIZED AT THE END OF EACH WORK DAY. 7. ADEQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED AT THE END OF EACH WORK DAY AT ALL STREAM CROSSINGS UNTIL ADEQUATE PERMANENT GROUND COVER IS PROVIDED. 8. CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT TO THIS PROJECT ARE FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO EXISTING CURB AND GUTTER AT OR NEAR CONSTRUCTION ENTRANCES MUST BE REPAIRED AT THE CONTRACTORS EXPENSE. � � � — C � �— � � � — —. — — C � >" C � � / — � — � t, — �� _ _ � � � — � � i— � � � / � � � � � � � F � � / � / � � \ / _ � \ � _ � � \ i _ _ , _ � � — � � � _ _ � — � � / — — � — — � � � � � / � � � � � _ � � � � \ � � � F� — — _ — � � _ �' — — — , � _ , � , , _ , / — — � � — _ _ _ , _ � � � � — � � — _ � , , _ �_ � , � — �� ;_. \ / � _ _ = � � G � � � � � LIMITS OF DISTURBANCE (TYP) � �� INSTALL TEMPORARY CLEAN WATER D/VERSION DITCH W/ GEOTEXTILE FOR SOIL STABILIZATION SEE SHEET ERO-8 (TYPICAL) � � t i� :1 �1 1 :1 .1 1 1 1 1 1 . � . � BOARDWALK AND CULVERT EROSION CONTROL PHASING: 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY CLEARING AND GRUBBING IS PERFORMED. 2. CONTRACTOR TO ACCESS BOARDWALK AND CULVERT LOCATIONS USING PROPOSED GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING (DEWATERING METHOD INCIDENTAL TO BOARDWALK INSTALLATION). 4. AFTER BOARDWALK AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, SEEDING (SEE SHEET ERO-6), AND MULCH TO MAINTAIN A VIGOROUS, DENSE, VEGETATIVE COVER. PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT INSTALLATION D/STURBED AREA coNsrRucr�oN uM�r TEMPORARY S/LT FENCE TEMPORARY CONSTRUCT/ON ENrRANCE TEMPORARY CHECK DAM CLEA/y WATER DNERS/ON LEGEND fAPPL/ES TO ALL SHEETSI TEMPORARY ROCK S/LT CHECK TYPE 'A' � _ OOOOOOOO C F ST ORM DRA/N �NLET PROT ECT /ON o❑ a 000000 S/LT FENCE OUTLET � CONCRETE WASHOUT �❑ STRUCTURE � TEMPORARY STREA� CROSS/NG � CWD � ,.: . .,. �:,_;..,� ..��`::': �� '? },'K 3 •r.. PLANS PREPARED BY: Kimley>>> Horn 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 PHONE. (919) 677-2000 FAXe (919) 677-2050 NC LICENSE °F-0102 02017 ��, C,4Rp �,� ,� ; o��FEss�� ;��o otiqeti = SEAL = �� 37827 0� ;�� / � C� ��Q� �'� � 0 �''��%,�� T,��`�� a � \ � � � � � � L O � W o� a 0 a z � a �• � Z W M � � � O � W C U � o a a Z O ► W � � G C Z Z � � > � � � 0 � 0 Z Q a J � � O U Z 0 H � W � KHA PROJECT: 012622011 DATEe 2-17-17 FINAL PLANS ERO-3 ------------------------------------------------- � PLANS PREPARED BY: ' �, COMBINED CLEARING AND FINAL PHASES � � � � � � � � /' FOR CONSTRUCTION SHEET 6 ' � � � � � � � � � � � � Kimle >>> Horn , ;. � � � � � � ; N y � � � � � � � Q CULVERT EROSION CONTROL PHASING: � � 421 FAYETTEVILLE ST, SUITE 600 I � � � � � � y% 1G � � � z 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY RA�EicH, Nc 2�6oi � � PHONE. (919) 677-2000 CLEARING AND GRUBBING IS PERFORMED. FAxe �9i9� 6��-zoso � � � � � � M 2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED Nc ucENSE #F-oio? I � � � � � ,� � 00 c�zon � � GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. ��`�\ CQR �''� � � � � � � � 0 �� i� � �t � � 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS ��Q��°°°°°°° O� �, I �G � � DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING (DEWATERING METHOD ��O�q��% � � INSTALL TEMPORARY ROCK INCIDENTAL TO CULVERT CONSTRUCTION). - SEQL = � � _ I � 1G � SILT CHECK TYPE �A� 4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS ;�°°0 37827 0�� AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, �, 1� y� 1. 5' WEI R HEI GHT y� �� /�;° � a N�� ,�'Qc.,� � � i� NCDOT STD 7G.3.3.07 SEEDING (SEE SHEET ERO-6), AND MULCH TO MAINTAIN A VIGOROUS, '�,� �� Q� �� I � � SEE SHEET ERO-7 � DENSE, VEGETATIVE COVER. ��uiiii�� , L SEAL '�, y� � INSTALL TEMPORARY � ' SEDIMENT FENCE INSTALL TEMPORARY ROCK ' � SILT CHECK TYPE �A� PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING I y� DURING CLEAR/NG PHASE 3 INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE � . AND MA/NTA/N THROUGHOUT � � 7.5' WEIR HEIGHT SUBMITfED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT � CONSTRUCTION Z � N STD 1633.07 INSTALLATION �'�, � �`� NCDENR PRACTICE 6.62.1 1� � � � � SEE SHEE -7 �� TYPICAL � � I � � ( ) cr „ � � � ,, o \ '�� , INSTALL SILT FENCE �'' �� `�1 � � , _ _ � I , , y� OUTLET SEE SHEET ERO 6 = r. � �� (TYPICAL) az 2 ' � ' i � �' �� INSTALL TEM\P�3i4�1�Y� �'�, B z 2 BZ 2 ��' i P F H C L O T H &\ � '�� Bz � � ' � � �> ' eI � GRAVEL INL PROTECTION � I BZ 1 BZ 7 � I'�� ' ��rr �� PRACTICE 6.51.1 �'� o� N �,II (, r�- � r� VIDE 4 2 CF STORAGE � � I TB � TB TB �'JO . �. `.. _ `T \ � (TYPICA TB�— SB� . _ . �.. \ . Te :: �\ — TB— X/ ' � �\1� --iB—TB TB TB—TB TB —tB' \ 7B . . rg - _ 7 ._- .,,�_` ` . ��. , \ � ....� Tg1^.�TB (V � 7B — 78—TB iB—TB— tB�tB B Tp �� 1 �:�,�� I I �, TB H.. �L "-r._,_,_�iF. TB Tg TB TB ., � . .e �' �� _ � � -_.... Q � Tg� �NNp,M�DREEK , � � '' `� � ��B�T' ="� �'� �= B�A�K � f — ` � r � fNSTA MPORARY GRAVEL CONSTRUCTI TRANCE , � , . � � � � (� Bz � i �'�, i� Z 3 SED/ME 8z � � � � y �� BZ � NCDENR PRACTICE . W—� � ez 2_ N S T A L L E D D l�� n►� � .. � � 5 � Q '�� ?� _ � C 1EA a�� sz 2 e 2` INSTALL CONCRETE v� \ 0�110E PIPE IS PLACED ' � � , � ASHOUT STRUCTURE �'�, � � — — — — � p� �� _ � � c � � SEE �HEET ERO-10 � � � E � � � ' � � , F ___ __ ---' � p C' � � � _ � - _ . `. / / /i F � - � �>_ {/1 � � � � � � i /i�� G �� —f I '` � � - - � � / , � W � . �c \ , / � - - -� I , OC � � \ \ � � � �� ✓ � ' � � / � � � i I� � — � �� "�`� � / � � � � � � � � � � _ 1� � � \ ' � � � V A V � J � W ` �� \ �F� � Q � / �S - � C \ � ', � � � , � F . �►O� O� � � � P� F - J � \ � _ - ' — � \ O '�, � E \ F � Z � � � � � �E �' � �c� +,� 1" � \ � \ � � , � ,m � � � � � �', � � \ � F � � E /F R �R ,\ � � ' �\��.- :-� \ L Z Q� �� -- cc �'�, � � � ` ,� � ' - � � �� o � � � I p � I c!� ; \ � � > � N � � INSTALL TEM�ORARY CLEAN ` � \ � '� `'� � ° � o' � F �� / , a •� � � `� WATER DIVERSION DITCH �. --�_ �� . a � o � � _ _ . � W/ GEOTEXTILE FOR SOIL � , J F �,� i � Z Z � STABIL/ZATION � -� � _ . � LIMITS OF DISTURBANCE (TYP) a � o �� SEE SHEET ERO-8 �; - �— � L ''� ; (TYPICAL) '� � INSTALL TEMPORARY ROCK /NSTALL TEMPORARY '�, o SILT CHECK TYPE 'A' CHECK DAM /NSTALL TEMPORARY Q 1 WEIR HEIGHT � �'� �, INSTALL CONCRETE NCDENR PRATICE 6.83.1 SEDIMENT FENCE ��, � NCDOT STD 1633.01 WASHOUT STRUCTURE Q W , � (TYPICAL) DUR/NG CLEAR/NG PHASE �, � �� SEE SHEET ER O-7 o c� �, � SEE SHEET ERO-10 AND MA/NTA/N THROUGHOUT �� '�, �' INSTALL TEMPORARY ROCK CONSTRUCTION � W �'� �. S I L T C H E C K T Y P E ' A' N C D E N R P R A C T I C E 6. 6 2. 1 ° �� a 1' WEIR HEIGHT (TYPICAL) � °C � � INSTALL TEMPORARY GRAVEL o a '�� i NCDOT STD 1633.01 � ', � SEE SHEET ERO-7 CONSTRUCT/ON ENTRANCE a '�, � NCDENR PRACTICE 6.06.1 STOCKPILE LAYDOWN � , '�� o , N AREA J I � J ' N � ' O o '� o v �� LEGEND fAPPL/ES TO ALL SHEETSI o � o GENERAL NOTES (TYPICAL ALL SHEETS): GENERAL NOTES (CONT) (TYPICAL ALL SHEETS): _ '� � 1. WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR 6. STREAM BANK STABILIZATION SHOULD BE PHASED SO THAT EACH ui 0 �'� Q LOCATIONS MUST BE MODIFIED AS THE STORM DRAINS ARE INSTALLED SO DAY'S WORK IS COMPLETED AND ADEQUATELY STABILIZED AT THE END D/STURBED AREA TEMPORARY ROCK S/LT CHECK TYPE 'A' � � ��++ � THAT THE FENCES WILL PASS OVERTHE PIPE OUTLETS. OF EACH WORK DAY. '�, � 2. SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS 7. ADEQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED CO/ySTRUCT/ON LlMlr C F STORM DRA/N /NLET PROTECT/ON o❑ a KHA PRo�Ecr: '� ARE ENCOUNTERED ALONG SILT FENCE RUNS. AT THE END OF EACH WORK DAY AT ALL STREAM CROSSINGS UNTIL °°°°°° 0 1 2 6 2 2 0 1 1 '�, 3. USE ROLLED EROSION CONTROL PRODUCTS ON ALL CUTIFILL SLOPES ADEQUATE PERMANENT GROUND COVER IS PROVIDED. TEMPORARY S/LT FENCE S/LT FENCE OUTLET � �ArE� 2_17-17 '�, INCLUDING BASINS AS NECESSARY FOR STABILIZATION 8. CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT �'� 4. DO NOT ALLOW CONCRETE DUST/WASTEIWASTEWATER INTO STORM DRAIN TO THIS PROJECT ARE FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE TEMPORARY CONSTRUCT/ON '� OR OFF-SITE. ALL SEDIMENT MUST BE CLEANED OFF THE ROADWAY BY DRY SWEEPING PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO 8 4O O HO 16O ENrRANCE CONCRETE WASHOUT �❑ � srRucruRE FINAL PLANS '�, METHODS ONLY. WATER MUST NOT BE USED TO WASH SEDIMENT OFF EXISTING CURB AND GUTTER AT OR NEAR CONSTRUCTION ENTRANCES MUST TEMPORARY CHECK DAM � �' � OF ROADS, DRIVEWAYS, OR PARKING LOTS. BE REPAIRED AT THE CONTRACTORS EXPENSE. TEMPORARY STREAM CROSS/NG � � '�, N 5. MINIMIZE BUFFER DISTURBANCE AS MUCH AS POSSIBLE. WORK WITHIN G RAP H I C S CAL E �, N BUFFER ZONE SHOULD BE SEQUENCED TO MINIMIZE THE LENGTH CLEA/y WATER DNERS/ON � CWD � ERO 4 � � OF TIME THAT DISTURBED AREAS ARE EXPOSED. '� � ------------------------------------------------- '�� o, �, � '�� Q ',, a �� ', W �� '�, o. � � '� o ',, � '�� o ', � '', � � \ '� � �'� o � , ', � �� o � c �� a �� c� '� � �' a �� '� o � � � � '�� o �� I N '� O '�� o '� � �' � �� '�� ',, Y ', � '�, N '� � I N �' � �------------------------------------------------- CONST RUCT lON SCHEDULE CONST RUCT lON SPECIFICAT IONS l. Pleose refer to the Eroslon ond Sediment Control plons for deto7/ed construction scheduling and sequencing. 2. Obtain plan approva/ and other opplicable permits including groding permits for borrow site. Refer to Section 230 "BorroW Excovotlon" in the 20/2 NCDOT Stondord Speclflcotions. 3. F/og tl� Work llmTts for protectlon. 4. Ho/d preconstructlon conference at /eost one Week prior to storting construction and invite NCDEQ. NCDEQ LQS contoct number is f9/9179/-4200. 5. Prior to ony /ond disturbTng (inc/uding demo/Ition) octivitles, Instoll cleon Woter diverslon ditches, fobrlc/b/ock ond grove/ drop In/et protection, temporary grave/ construction entronce/exits, check dams, tree protectlon fence, temporory rock sIlt cf�cks, concrete Woshout structures, ond si/t fence os shoWn on tl� erosion control p/ans. 6. ln accordonce With tl� eroslon contro/ p/ans ond trofflc control plans� Install inlet protection ond erosion contro/ measures. After inlet p�otectlon ond erosion control measures ore in p/ace, grade roodWoy, instoll storm droln system. Until boxes ore built ond yord inlet devices Instolled, instoll ond maintain storm drain under construction at end of day or onset of raln. P/ace out/et protectlon as shoWn on p/ans. Place additional cl�ck dams ond stabilized ditches os indicoted. Modify silt fence plocement around pipe Inlets ond outlets os necessary, p/oce silt fence oround top of proposed headWalls. 7. Complete flna/ grading for roads and sta61/Ize with grovel. 8. Flnlsh drainoge 1nlets, ploce curb and gutter ond pavement, and build shoulders. 9. Flnish grading of slopes, topsoil critica/ areas and permanently vegetate, seed and mu/ch. l0. Vegetotion along streom bonks shou/d be cut and root mot/stumps left to stabilize bonk untll such time os construction activity warronts thelr removal. ll. All graded areas will be seeded, fertlllzed and mulcl�d occording to NCDOT speciflcations to mointain a vigorous, dense, vegetative cover withln 2/ calendar days or sooner of completion of any phose of grading. lf work on the proJect ceases for more thon the oforementioned length of time, all disturbed areos shal/ have temporory vegetative ground cover estobllshed and erosion control devi ces mointoi ned. l2. After seeding is established, the contractor shall call NCDEQ ond orrange for a flna/ slte Inspection. Upon approval, oll temporory erosion contro/ measures shall be removed from tl� pro�ect. l3. All erosion ond sedlment contro/ proctices will be inspected Week/y and after rolnfall events. Needed repalrs wil/ be made immediote/y to restore sediment contoinment. l4. All opplcoble erosion ond sediment control must be mointolned untll o vigorous stond of permonent ground cover is estoblished ond permonent vegetotlon is Well estob/Ished. Estimoted tlme before fino/ stobllizotion is /8 months. l5. Slte includes opproximotely 1.24 acre of permonent vegetotion oreo. l6. After site is stobilized, temporory sediment trops, temporory diverslon, constructlon stoging and moterlo/ oreo stockplle oreos, ond oll other eroslon contro/ devices sholl be removed, restored os existing, ond permanently vegetated as described in ti� maintenonce ond vegetotive p/on. form is ovailob/e as a Word Document and PDF from ot http://portol.ncdenr.org/Web/lr/erosion. lf you hove questions or connot occess the form, pleose contoct NCDEQ Lond Quallty Section at l9/9J 79/-4200. MAINT ENANCE PLAN l. The Controctor sholl cl�ck oll erosion ond sediment control proctices for stobility and operatlon folloWing every runoff producing rainfall but in no case less than once every Week. Any needed repoirs Wil/ be mode immediote/y by the Controctor to mointaln oll proctices os designed. Also per Notiono/ Pollutont Dlschorge EIImInotlon System fNPDESJ general stormWoter permit, a rain gauge must be Installed on site. Tl� roin gouge must be kept onsite and inspections by tl� controctor must be mode ond logged ofter every holf Inch of rolnfoll ond once o Week. 2. The Contractor shol/ remove sedlment from behlnd sllt fence When it becomes 0.5 feet deep at the fence. SIIt fence Wi�� be repolred as necessory to mointaln a barrler. 3. Tl� Contractor shall fert7/ize, reseed as necessory, and mulch all seeded areas according to specifications In the vegetative p/on to maintoin o vigorous, dense vegetotive cover. 4. The angle for graded s/opes and fills shall be no greater than the ang/e that can be retalned by vegetative cover or other adequate eroslon-contro/ devices or structures. ln ony event, slopes /eft exposed Wi��, Within 7 or l4 colendor doys of completion of ony phase of gradingo be p/onted or otl�rvyise provided With temporory ground cover, devises or structures sufficlent to restrain eroslon. Permonent groundcover WIlI be provided for all disturbed areos Within l5 Working days or no more than 90 colendar days lWhichever is shorter) folloWi�g completlon of construction. 5. T he T oWn of Fuquoy -V arina contact 1s T rocy Stephenson l9/9� 753-1039. RlP RAP (60/5� CONSTRUCTION SPECIFICATIONS MA/NTENANCE Follow the construction sequence througl�ut pro�ect development. When chonges in construction octivities ore needed, amend the sequence schedu/e In advance to maintaln management control. Notlflcatlon of Lond Resources Sediment and Erosion Contro/ Self -lnspection Program: The Sedimentation Pollutlon Control Act Wos amended 1n 2006 to require that persons responsible for lond-disturbing octivities Inspect o proJect ofter each phose of tl� proJect to make sure that the approved eroslon and sedlmentatlon contro/ p/an Ts being folloWed. Rules detailing the documentation of tl�se Inspections took effect October l, 20/0. The self -inspection program Is separate from the Weekly self -monitoring program of the NPDES Stormwater Permlt for Construction Activitles. The focus of the se/f -Inspectlon report is tl� instollatlon and maintenance of erosion and sedimentotlon control measures according to the approved plan. The inspectlons must be conducted after each phase of tl� proJect, and continue untll permanent ground cover is established in accordance With NCGS l/3A-54.1 and l5A NCAC 4B.0/3/. The Se/f -lnspection Report LAND GRADING (6002) CONST RUCT /ON SPECIFICAT IONS Subgrode Preparation - Prepore the subgrade for riprop ond filter to the required lines and grades shoWn on the plans. Compact any fill required in the subgrade to o density opproximoting thot of the surrounding undisturbed moteriol or overf7/l depressions With riprop. Remove brush, trees, stumps ond other ob� /'ectionol material. Cut the subgrode sufflciently deep that the finlshed grode of the riprop Will be at the elevotion of the surrounding area. Channels sh�ould be excavated sufficiently to alloW placement of the �iprap in o manner such that the finished inslde dlmens7ons and grode of the riprop meet deslgn specificotions. Sand and grovel filter blanket - Ploce th�e filter blanket immediately after the ground foundotion is prepared. For gravel, spread filter stone in o uniform layer to th�e specified depth. Where more than one loyer of filter material is used, spread the loyers With minimal mixing. Synthetic filter fabric - Ploce the cloth filter directly on the prepared foundotion. Overlap tl� edges by at least l2 inches, and space anchor pins every 3 ft along the overlap. Bury the upstream end of the cloth a minimum of l2 inches beloW ground and Wl�re necessory, bury the loWer end of the cloth or overlop With the next section as required. Toke care not to damage the cloth When placing riprop. lf domage occurs remove the riprap ond repair tl� sh�eet by adding another layer of filter moteriol With o minimum overlop of l2 inches oround the domoged oreo. lf extensive domage is suspected. remove and replace th�e entire sheet. Where large stones are used or machine placement Is dlfficult, 0 4-inch layer of flne gravel or sand may be needed to protect the filter cloth. Stone Plocement - Plocement of riprap should folloW immediately ofter plocement of the filter. Ploce riprop so thot if forms o dense,Well- roded moss of stone With o minimum of voids. The desired disbribution of stones �hroughout the moss moy be obtained by selective loading ot th�e quorry and controlled dumping during finol placement. Ploce riprap to its full thickness In one operation. Do not ploce riprop by dumping through chutes or other methods that cause segregotion of stone slzes. Take care not to dislodge the underlying base or f1/ter When placing the stones. The finished slope should be free of pockets of small stone or clusters of lorge stones. Hand placing moy be necessory to ochieve the proper distribution of stone slzes to produce a relatively smooth, unlform surfoce. The flnlshed grode of the rlprap shou/d b/end With th�e surrounding area. /Vo overfa// or protruslon of ri prop should be apporent. MAINTENANCE lnspect chonnels ot regular intervals os Well os ofter ma,�or roins, ond make repoirs promptly. GiVe speciol ottention to the outlet ond inlet sections and other ,00lnts Where concentroted floW enters. Carefully check stablllty ot r� qad crossings ond look for indi tions of piping, scour holes, or bank failures. Moke repoirs immediotely. �intain oll vegetotion od jocent to the chonnel in a heolthy, vigorous condltion to protect the areo from erosion ond scour during out-of-bank floW. Control of Weed ond brush groWth moy be needed in some locotions. l. Construct and maintain oll erosion and sedimentatlon contro/ practices and measures in accordonce Wlth the approved sedlmentatlon contro/ plan and construction schedu/e. 2. Remove good topsoil, os determined by o Geotechnlco/ Engineer from oreos to be groded ond filled. and preserve it for use in finishing the groding of oll criticol oreas. 3. Scorify areos to be topsoiled to a minlmum depth of 2 inches before placi ng topsoi l. 4. Cleor ond grub oreos to be filled to remove trees, vegetotion, roots, or other ob f ecti onable moteri ol that Would of f ect tl� p/anned stobi li ty of the f i ll. 5. Ensure that fil/ moterial is free of brush, rubbish, rocks, logs, stumps, building debris, and other materla/s Inapproprlate for constructing stable fills. 6. P/ace all f1/l in layers not to exceed 9 Inches In thickness, and compact the loyers as required to reduce erosion, slippoge, settlement, or otl�r re/ated problems. 7. Do not Incorporate frozen moterlol or soft or high/y compressible materi a/s i nto f i l/ s/opes. 8. Do not place f1/l on a frozen foundatlon, due to possible subsidence and sllppage. 9. Keep diversions and other Water conveyance measures free of sediment during oll phoses of deve/opment. l0. Handle seeps or springs encountered during construction in occordonce With opproved metl�ds. ll. Permanent/y sta61/Ize all graded areas Immedlately after flna/ grading Is comp/eted on each area in the grading p/an. App/y temporary stabi/Izatlon meosures on oll groded oreos When Work is to be interrupted or de/oyed for l5 working doys or /onger. /2. ShoW topsoi/ stockpl/es, borroW oreos, ond spol/ oreos on t/� p/ons, ond make sure they are adequote% protected from erosion. lnc/ude finol stabillzatlon of these areas in the p/an. MQiNrENANcE Perlodlcally check all groded areas ond the supporting erosion and sedlmentotion contro/ proctices, especlolly ofter heovy rolnfolls. Promptly remove oll sediment from dlversion ond other Woter -disposal proctices. lf Washouts or breoks occur, repalr tl�em Immedlately. Prompt maintenance of smol/ eroded areas before tl�y become significant gullies is on essentlol port of on effective erosion ond sedimentotlon contro/ plon. SEEDING SCHEDULE V EGET AT lV E PLAN (60/l) Shoulders, Side Ditches. Slopes l3:11 Dote Type Planting Rote Aug. l5 -Nov. l Tall Fescue 250 /bs./ocre Nov. l-Mar. l Tall Fescue 250 /bs./acre & Abruzzi Rye 25 /bs./acre Mar. l-Apr. l5 Tall Fescue 250 /bs./acre Apr. l5 -Jun. l5 Hulled Common Bermudagross l2 /bs./ocre Jun. l5 -Aug. l5 Toll Fescue 60 /bs./acre & BroWntop Millet xxX 35 /bs./acre or Sorghum-Sudon Hybrlds XXX 30 /bs./ocre Slopes l3;1 to 2:1J Mar. l-Jun. l Sericea Lespedeza fscarifiedJ 50 /bs./acre and f ar. l-Apr. l51 Add Tall Fescue 60 /bs./acre ( ar. l-Jun. 30J or Add Weeping Lovegrass 5/bs./ocre ( or. l-Jun. 30) or Add Hulled Common Bermudogross 8/bs./acre Jun. l-Sep. l Tall Fescue Xxx 60 /bs./acre & Browntop Millet xXx 35 /bs./acre or Sorghum-Sudan Hybrids Xxx 30 /bs./ocre Sep. l-Mar. l Sericea Lespedeza (unhulled -unscarlfled) 70 /bs./acre & Toll Fescue 50 /bs./acre (Nov. l-ti1ar. 11 Add Abruzzi Rye 25 /bs./acre Consult Conservation Engineer or Soil Conservotion Service for additlonal Informatlon concerning other olternotives for vegetatlon of denuded areas. The above vegetation rates ore those Which do Well under locol conditions: other seeding rote combinations are possible. xxx remporary - Reseed according to optlmum seoson for desired permonent vegetation. Do not alloW temporary cover to groW over l2 inches in height before moWing, otherWise, fescue may be sl�ded out. SEEDING SPECIFICATIONS /� After rough groding is completed, till soil in areas to be seeded ond p/onted to a depth of slx inches. 21 App/y agricu/tura/ /Ime, fertl/lzer, ond superphosphote to disturbed oreos to be vegetoted. A mi ni mum of 2 tons /I mestone/ocre wi th 3 tons li mestone /acre In cloy soils or per soils test 35 /bs. l0-10-10 fertilizer/1000 sq. ft, f1500 /bs/ocreJ 40 /bs. 50% superphosphate/1000 sq. ft. (1750 /bs/ocrel 3J Disk nutrients into soil to o depth of six inches until surface is unlform and free of /arge dirt clods. 41 Seeding permanent grass. 3.0 /bs. KY-3/ tall fescue/1000 sq. ft, f130 /bs./ocrel during Februory l5 through May /5 or August /5 through November l5. -OR - 3.0 /bs. KY-3/ tall fescue and 2.0 /bs. annual ryegross/1000 sq. ft. during November /5 through February l5. 51 Mu/ch seeded oreo With small graln stroW ot 90 /bs/1000 sq. ft. (2 tons/acre). Spread uniform/y. Approxlmate/y%2 of ground surfoce shou/d be visible to ovold b/ocking sunllght to seed/1ngs. On oreas where the ground surface equo/s or exceeds a 3:l s/ope, and in the inverts of oll drainoge sWoles, tock mu/ch With ospholt emu/sion ot a rate of 400 gollons emulsion per acre of strow. 61 Mulch around shubbery ond trees With pine straW to depth of 3 i ncl�s. 7) T emporory cover l.0 /bs. brown top m7/let/1000 sq. ft. Moy through August 25. -OR - l.0 /bs. annua/ ryegrass/1000 sq. ft. August 25 through Apr1/. 61 Malntenance: Refertlllze if groWth 1s not fully adequate. Reseed, refertl/Ize ond mulch immediote/y following erosion or other damoge. NOTE: For Riparian Buffer areas, see Sl�et ERO-6 for seeding plon. ------------------------------------------------- �� J � � � Q �,, W �,, Q �� '� o � � �� o � � �� '� � '� o � � �� o � C �'� � �'� c� � � � Q '� o , � '�� o �'� � '� O � � � � � o �, � '� � �,, Y �, � '�, N '� � I N �' � �------------------------------------------------- CONST RUCT /ON SPEC/F/CAT /ONS 8' - 0" M A X I M U M /. Use a s nthetic filter fabric of ot /east 95% y by Weight of po/yo/efins or V A R I A B L E A S D I R E C T E D B Y T H E E N G I N E E R po/yeste�. Whlch Is ce�t7f1� by the monufoctu�e� o� supp/Ier os confo�ming to th�e requirements fn AST D 646/, yyhlch is shoWn ln po�t In Tab/e 6.626. R I P A R I A N B U F F E R S E E D I N G P LA N Synth�etic fl/ter fobric shnuld contoin u/troylo/et roy lnhibltors ond stoblllzers to provide a minimum of 6 months of expected usob/e construction life ot a A RIPARIAN SEED MIX AT THE RATE OF % LB PER 1,000 SQ FT OR 10 LBS temperoture ronge of 0 to �20'F. PER ACRE SHALL BE USED FOR SEEDWG. THE FOLLOWING TABLE LISTS SILT �ENCE �ABRIC 2.Ensure thot,00sts for sedimentfences are 1.25 /b/linear ftminimum HERBACEOUS, PERMANENT SEED MIXTURE LABELED "RIPARIAN SEED MIX"* stee/ yyith o mirnmum /ength of 5 feet. �oke su�e thnt stee/ posts hoVe M I N I M U M 10 G A U G E I N S T A�� E D T 0 S E C 0 N D � pro jections to focilitote fasteninq th� fabric. L I N E W I R E S W I R E � R 0 M T 0 P M I N I M U M 1 2� G A U G E � SCIENTIFIC NAME COMMON NAME PER CENT COMPOSITION 3. For reinforcement of stondord strength . lte� fobric,use W�re fence With o I N TE R M E D I A T E W I R E S minimum �4 gouge ond o moximum mesh spocing of 6 inc/aes. Ag ros t i s a l b a Red Top 10 CONSTRUCT/ON Elymus virginicus Virginia 1�lild Rye 15 l. Construct tl�e sedi ment lwrrier of stondord strength or ext�a st�ength P a n i c u m vi r g a t u m S W i t c h g r a s s 15 G R A D E synthetic filter fobrics. = Tripsicum dactyloides Gamma Grass 5 , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __;_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � _� i i-1 I L-I I I-1 I L-I I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I L-I I IJ I I-1 I I-1 I I-1 I L-I I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I L-I I I I I I-1 I 1-1 I I-� 2. Ensure tlaot tlae laeight of the sediment fence does not exceed 24 incl�es �� _� � � � � �_ I I i-� ��-� ��_� i i-i i i-i i�-i i i-i i�-� i�-� ��-� ��-� � i-i i i-1 I I-i i i-i i r-i i i- i i ri i ri i i_i i ri i i ,i i I-� � �_� � �c� � �= OdOV 6 f/7iE round surfoce. (Hl laer fences mo l D1 nd Vo/umes of Wote� 'I,-I II-� -�11 111= 9 � y � Polygonum pennsylvanicum Pennsylvania SmartVyeed 5 ' I I I' -1I 1= sufficient to cause failure o the structureJ j� � 3. Construct th� fIlte� fob�lc from o contlnuous �oll cut to the length of the Sc h iza c h yr i u m s c op a r i u m L i t t I e B I u e s t e m 5 bor�ie� to avoid joints. y�hen joi nts a�e necessory, secu�e/y fosten the filte� J u n c u s e f f u s u s S o f t R u s h 5 I II I I I f c/oth on/y ot o support post Wlth 4 feet minlmum oveNop to tiae next post. II II =11 1= Bidens aristosa Tickseed 10 I II I I� I F R 0 N T VI E W II I II I I 4. Suppo�t stondo�d st�ength f7/ter fob�Ic by Wjre mesh fostened secu�e/y to -I II- I III ups/ope side of th�e posts.Extend th�e Wire mesh support to the bottom of Coreopsis lanceolata Lance-leaved coreopsis 10 I_I___II =11 _ 1= th�e trench.Fosten th� Wire reinforcement,th�en fobric on the ups/ope side of -1 I 1-1 I I- 1,=1 I 1=1 I I the fence post. W ire or plostic zi p ties should hnve minimum 50 pound tensile P a n i c i m c I a n d e s t i n u m D e e r To n g u e 10 '- strength. STEE� POST Andropogon gerardii Big Bluestem 5 5. y�hen o W�re mesh support fence is used.spoce posts o maximum of 8 feet W 0 V E N W I R E � A B R I C apo�t. Suppo�t posts slaou/d be d�iven secure/y into the ground a minimum of S o r g a s t r u m n u t o n s i n d i a n g ro ss 5 24 Inch�es. SI�T FENCE �ABRIC 6. Ext�o st�enfqth fl/ter fob�Ic W1th 6 feet postspocing does not�equJ�e wlre 1: A SIMILAR MIXTURE CAN BE USED WITH APPROVAL BY ENGINEER. - mesh suppo�t ence.Secure/y fosten th�e filte� fob�ic direct/y to posts.Wire or p/ostic zip ties slaou/d hove minimum 50 pound tensile st�ength. z �j o =� � 0 R R E P A I R 0� S I L T � E N C E F A I L U R E S 7. Excavate a trench opproximote/y 4 inciaes W�de and 8 inclaes deep a/ong the proposed line ofposts ond ups/ope from the borrier (Figure 6.620). � � �I�� S�OPE USE SI�T �ENCE OUT�ET DETAI� N z . � 8. P/ace /2 inches ofthe fobric a/ong the bottom and side oftlae trench. � ��''� �=� ANCHOR SKIRT FOL�OWING SKIRT TRENCH - R E Q U I R E M E N TS , P E R N C D E N R E R 0 S I 0 N A N D 9• Bockfill the trench with soil p/oced over the filter fobric ond compoct. •�`�: ^�:°,;>'��. Tho�ough compoction ofth�e bockfill is critico/ to silt fence pe�formonce. � �"°`=�=f��~�� SEDIMENT CONTROL PLANNING AND DESIGN �� G R A D E l0. Do not ottoch f1/te� fobrlc to exlsting trees. i�-,�,-;_-_�-�=�� MANUA� �IGURE 6.62A 6.62.5 =i i i-i i i-n i. - n i-i i �-- � ) -� I 1=1 I I I � "�=1 I I-� �' MAlIyTEA/A/VCE '�I-11 11=1i-�_�'� 6" MINIMUM COVER �'ll III'�.111-'' OVER SKIRT =� NOTE: = I 11=11�.- lns t sedlment fen s ond fence out/ets ot /eost once o W�k ond o III- � USE SI�T FENCE ON�Y WHEN DRAINAGE AREA � � �I A N C H 0 R S K I R T A S ofter eoch roinfoll. �oke any required repoirs immediate/y. � DOES NOT EXCEED 1�4 ACRE AND NEVER IN =1 I I- D I R E C T E D B Y E N G I N E E R=� � Shou/d t�ae fobric of o sediment fence collopse, teor, decompose I I I A R E A S 0� C 0 N C E N T R A T E D � � 0 W. or become i neffecti ye, rep/ace it prompt/y. Rep/ace bur/op eVery �II IIII 60 doys. �I I�� I� � S I D E V � E W Remoye sediment deposits as necessory to proyide odequote sto�oge vo/ume fo� the next�oln ond to reduce p�essure on the fence. Toke core to avoid undermining the fence du�ing c/eonout. Remove olI fencing moteriols ond unstoble sediment deposits ond STANDARD TEMPORARY SILT FENCE (6.62.1) bring the oreo to grode ond stobillze it ofte� th�e contributing drainoge oreo ia�s been properly stobilized. �' VARIOUS MULCH AND NET CONSTRUCTION SPECIFICATIONS � FI�TER OF 1 INCH DIAMETER � o � �oo,$��o ogg o # 57 WASHED STONE a � o0 0� �� °� �Q� o°c��o cPo �°�o 00��00 � o �� o ��O �° ° � o � o o �b o°O� ° � � vo0 ° 0 0 � � �o �o° O �� \ o � STEEL �ENCE P�ST N�TE: O �o � � OO O � O � ° O�o SI�T FENCE FABRIC TO OVER�AP � o � °oo po�0o 0 0 WIRE FENCE HARDWARE C�OTH BY 12 INCHES o° � o 0 00 0 0 opo �p � o 0 op O oo�oopo 0 0 � 00o O ��opapopp0 O O Oo�� a� �0�� HARDWARE CLOTH � o�� o o a ° o ° o ° , o 0 FILTER OF 1 INCH DIAMETER # 57 WASHED STONE HARDWARE CLOTH SILT FENCE FABRIC STEE� FENCE POST �8� ON WIRE FENCE ON WIRE FENCE oVerlap ��OW DIRECTION °�� g PLAN V�EW Join strips by anchoring ° ° and overlapping. a G R A D E s TE E � F E N C E P o s T s E T ln cl�nnels, roll out strips of netting parollel to th�e --� � i=lTl=l i I=I i I=I i I=ITI=ITi=� ��-� � i=� � �- H A R D W A R E C L 0 TH M A X I M U M 2 F E E T A P A R T direction of floW ond oVer th�e protectiVe mulch. ''-��-111=111=111-1�' -�H �� WIRE �ENCE �-"'-� � � I I I'' 6 CONSTRUCT /ON SPECIF/CATIONS /NST ALLAT lON OF NETTIN� AND MATT lNG � Products designed to contro/ erosion sh�ou/d be installed in � SYNTHETIC ROVING occo�donce With monufoctu�e�'s inst�uctions. Any mot o� S I D E �/� E�l�/ �� blonket-type product used os a protective mu/ch shou/d �U Use /Vorth Americon Green PS 300 permonent erosion provide cover of ot /eost 30% of the surfoce Where it is SI�T FENCE control motting or equivo/ent product opproved by engineer, applied. lnstallation is illustrated beloW. FABRIC \, 1 �;�JC�LpP Synth�etic roving is Wound into o cylindrical package so that o � ER�;� I� i 2 �' it can be continuously WithdroWn from the center using a � 2 i� c� E s � compressed air e�ector. Roving expands into a mat or glass �• '�P�y ��me, fertilizer ond seed before laying th�e net or i N cH Es fibers os it contacts th�e soil surface. lt is often used over o mot. lf open-Weove netting is used, lime moy be incorporoted straW mulch, but must still be tacked With aspha/t. before installing the net and fertilizer and seed sproyed on G R A D E afte�Wo�d. �' ��_� ��-1 I 1=1 I 1=1 I I N OTE: -�� _�;�. Spreod roving uniform/y over the oreo ot o rote of 0.25 to 2. Stort /oying the net from the top of the channe/ or s/ope U S E S I� T� E N C E 0 U T� E T S 0 N� Y W H E N 0.35 /b/sq yd. Ancho� With ospho/t immediote/y ofter D R A I N A G E A R E A D 0 E S N 0 T E X C E E D 1/ 4 I-= _ II-_ _-_- I-_ _ -- I� --I - I- -I - I- -- I-_-_ -I - 1- . application. at a rote of 450 gallons per acre. ond unroll i t doWn the grode. AlloW netting to loy /oosely on "-� I I-I I I-I I I I I-I I I-I I I-I I 1=1 I I-I I I-I i r� � �_ � I 1=1 I I-I -I I1=� ��_� i 1=I I1=1 I 1="' -� ��_� i i=1 I1=1 I I-I I I I-I I I-I I I-i th�e soil but Without Wrink/es -do not stretch. A C R E A N D T H E R E I S A � 0 W A R E A. U S E i I 1=1 I I� � F=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-I I I-I I �� -"-I I I� � I-' "_� �'- -� I 1=1 I 1=1 I>�I I 1=1 I 1=1 I' =1 I I-I �I I I=I I1=1 I 1=I I 1=1 I1=1 I 1=I I1=1 I 1=: I I �-� �I i ' I 1=I I I� �=1 I1=1 I�- As a channel lining, and ot oth�er sites of concentroted floW, A S A R E P A I R 0 F S I L T F E N C E F A I� U R E S. I-1 I I� �-1 I I-1 I I-1 I L=1 I I-1T�-"'-' ��_, � i_ i-1 I L-I I I I I-1 I 1= 3. T o secure th�e net, bury the upslope end i n o slot or trench �I I I-I I°-I I I-I I I � I I�-"'=i �'� I e I I e I'� -_I I I-I I I� °�-I I I-I I �, the roving mat must be further anchored to preVent no /ess tl�n 6 inclaes deep coVer With soil and tamp firm/y. 1=111�=111=1 '- U LJ -111=1�111=11L undermining. lt moy be secured With stokes p/oced ot � � � I I-1 I I-I I 1=I I 1- N 0 T E: I 1=I I I=1 I 1=1 I 1=� Staple the net every l2 inches across the top end ond every ��-� �� B U R Y W I R E� E N C E, H A R D W A R E C � 0 TH , "'-1 ��-"'-�' interva/s no greater tl�n /0 ft along th� drainageWay, ond 3 ft o�ound th�e edges ond bottom. W h�e�e 2 st�ips of net a�e rondom/y throughout its Width but not more thon /0 ft opa�t. the ad facent edges should be overlapped 3 F R 0 N T VI E W AH E� T R E N C H N C E� A B R I C 6 I N C H E S I N TO As an option to stoking, tl�e roving con be bu�ied to o depth �°l �s/ and stap/ed togeth�er. Each strip of netting shou/d a/so of 5 inches at the upgrode end and at interva/s of 50 ft be stop/ed doWn the center,every 3 ft. Do not stretch the net STANDARD SILT FENCE OUTLET o/ong tl�e length of the cl�nnel. When opp/yinq stap/es. CONSTRUCT/0/y SPEC/F/CAT/ONS NETS AND MATS 4. To �oin tWo strips, cut o trench to onchor the end of the 3. Construct the filter fobric from o continuous roll cut to tl� length of the borrier ll. Fosten support wire fence to ups/ope side of posts.extending 6 inches into th�e trench. �8W n81'. Over/op the end of the previous roll l8 %�Ch�S, OS �ATER�ALS to avoid oints. y�/aen joints ore necessa� .secure/ fosten t/ae fi/ter c/oth on/ ot a Nets a/one genero//y provide /itt/e moisture conservotion l Y y y shoWn be/oW, ond stap/e every l2 inches just be/ow the anchor suppo�t post yyith oyeNop to the next post. i2 Attoch contlnuous /ength of fob�Ic to ups/ope slde of fence posts.Ayolid Jolnts, benefits and on/y limited erosion protection. Therefore, l. Use a synth�etic filter fobric or o pervlous sh�eet of polypropylene, nylon, polyester, porticulor/ ot lory points in the fence /ine. V�hen oints o�e necesso� , fosten fobric S/Ot. o� pol et /ene orn,which is certified the monufocturer or supplier os conformin y � y they o�e uSuolly uSed in conJunction With on o�gonic mu/ch Y hY . Y bY 9 4. Suppo�t stondo�d strength fllter fob�lc by Wlre mesh fostened secu�e/y to th� ups/ope secure/y support posts ond oveNop to the next post. SUCh OS Stl"OW to th�e requirements shoWn in th�e tab/e be/oyy. side of th�e posts using heoyy duty wire stap/es at /eost / inch /ong, or the Wl�es. Extend the yylre mesh suppo�t to the bottom of tiae t�ench. l3. Attoch yyornln� sign fsee Tree Protection DetoilJ to fence W/aere fence is /ocoted MAINTENANCE Syntlaetic fl/ter fobrlc shou/d contaln u/traylo/et ray Inhlblto�s and stab7/lzers to provlde o odjocent to ond in buffer oreos. (�orning sign is incidento/ to si/t fence. Except Wh�en Wood fiber s/urry is used, netting shou/d minimum of 6 months of expected usob/e const�uction life ot o fempe�otu�e �onge of 0 5, y�hen a Wi�e mesh support fence is used,space posts o moximum of 8 ft oport. /�S to /20 degrees F. Support posts s/bu/d be driyen secure/y lnto the ground to o minlmum of /8 inches on tiae M�uNTENANcE o/Woys be instol/ed over th�e mu/ch. Wood fiber moy be peCf 011 /11UlCh2S, /1EtS, and mats at /east Week/y and ofter eoch doWns/ope side of tiae trench, sproyed on top of an installed net, siqnificant (l/2 inch or qreater) roin fall event repair 2. Ensu�e thr�t ,qqsts fo� sed/ment fences o�e /33 /b//Ineo� ft stee/ Wlth o m/n/mum /�,spect sediment fences ond fence out/ets ot /eost once o Week and ofte� eoch roinfo//. immediate/y. Good contoct With the qround must be maintained, length of 4 ft.Moke sure tlaot stee/ posts lawe projections to focilitote fostening the fobric. 6. Ext�o st�ength filte� fob�ic With 6-ft post spocing dces not requi�e Wi�e mesh Moke any requlred repalrs Immedlate/y. �ots, including "exce/sior" (Wood fiberJ blonkets, ore ond e�osion must not occur beneoth the nets ond mots. Any support fence. Stop/e or yyire tlae filter fobric direct/y to posts. 3. For reinforcement of stondard strength f//ter fabric.use Wjre fence With a minimum S/a�u/d tiae fob�lc of o sediment fence co//opse,teo�,decompose o� become ineffectlye, considered protective mu/ch�es and moy be used O/0/18,0/1 ores of th�e nets ond mots thot ore domoged or not in c/ose l4 gauge ond o moximum mesh spacing of 6 inclaes. 7. Excovote a trench approximate/y 4 inch�es Wide and 8 inches deep o/ong tiae proposed rep/oce lt p�ompt/y. Reploce bur/op eyery 60 doys. e�odible soils, ond during oll times of the yeo�. P/ace the contoct With the g�ound sholl be repoired O�d stop/ed. lf ErOS%0� line of posts ond upslope f�om tiae bor�ie�. mattin in firm contact With th�e soil and sto /e secure/ occurs due to poorl controlled draina e the rob/em shall be CONSTRUCT/ON Remove sediment deposits os necessory to p�ovide odequote storoge vo�ume for tlae next 9 P Y• y 9• p 8. Adjust spocing to ploce posts ot /oW polnts olong tiae fence line. roin ond to reduce pressure on the fence. Toke core to ovoid undermining tiae fence fixed ond eroded oreo protected.Where erosion is observed, l. Construct tlae sedlment borrle� of stondo�d st�ength or extro strength syntl�etic f1/ter fobrics. during c/eonout. app/y additional mu/ch. lf washnut occurs, repair the c/ope grade. 9. Bockfi// tlae trench �.yith compocted soi/ o� grove/ p/oced over tiae fi/ter fobric. reseed ond reinsto// mu/ch. Monitor and repair mats ond /iners 2. Ensu�e tlx�t the helgM of tlae sedlment fence does not exceed /8 Inches obove tlae Remoye all fencing moterio/s ond unstob/e sediment deposits ond bring tiae areo to grode as necessar U�tll round cover is establish�ed. g�ound su�foce. (Higlaer fences moy impound vo/umes of wote� sufficient to couse foilure /0. Do not ottoch filter fobric to existing trees. ond stobilize it ofter th�e contributing droinoge oreo h�os been properly stabilized. Y 9 of th�e st�uctu�eJ. ------------------------------------------------- I O, '� � � J I Q �,, Q � � �,, W '� � ', O. ' � �I N � N I � �� ' � '� N '� c �, o '� � '� o � � � � I O � C I a�.� I � � � ',, Q '� O ', � � � �I O �� O � o � o '� � I I I Q �� Y '� � '�, N '� � I N �' � �------------------------------------------------- HARDVV ARE CLOT H AND GRAV EL INLET PROT ECT lON DET AlL (6e5/e/) CONSTRUCT/ON SPEC/F/CAT/OA/S l. As synthetic fabric.use o preyious sheet of ny/on,po/yester.o� ethy/ene yarn - extro strength f50 /b/l inch minimuml - th�ot contoins u/troyio/et roy inhibltors ond stobilizers. Fobric shou/d be sufflclent/y po�ous to p�ovlde odequote d�olnage of the temporory sedlment pool. BuNop moy be used for shnrt-term opplicotions. lt must be rep/oced eVery 60 doys. 2. Cut fobric from o continuous �oll to eliminote joints. 3. For stokes, use 5-foot stee/ posts. 4. Spoce stakes even/y oround the pe�Imete� of the In/et a moxlmum of 4 ft aport, ond secure/y driVe them into th� ground,opproximote/y 24 inch�es deep. 5. P/ace o 2 foot f/op of Wire mesh unde� the grave/ for anchoring. 6. Fosten fob�ic secure/y to the stokes and frome. Joints must be over/opped to th�e next stake. 7. The top of the frome and fobrlc must be Well beloW the g�ound e/eyat7on doWnslope f�om the drop in/et to keep runoff from bypassinq the iNet. lt may be necessary to build o temporary dlke on the doWn s/ope slde of the structure to preyent byposs flory. Mote�Iol f�om withln th� sediment poo/ moy be used for dikinq. M�NTEIyANCE lnspectth�e fob�lc bor�Ie� ofte� eoch �oin ond moke �epol�s os ne�ded. Remove sedlment from the poo/ oreo os necessory to provlde odequote storoge vo/ume fo� th�e next roin. Take care not to damoqe or undercut the fobric during sediment removol. - .�..��+-1 •� '• A �;rti��`' i•+ �, .� =.. �� , �:��) ��t�r', r i ., ::: �� `i�•� r • � �h�• � : � ': �.1 . � .. •. �7 r��: i �t�l).c�....� ...•. ~;�� GALVAN�ZED HARDyyARE y�IRE EXTENOS TO TOP OF BOX �ETAL POST HARDy�ARE 2, 3� y�IRE "5� ST�NE 2 � � /6" �� F� 2' � ST,4l�lDARD/ZED METAL POSTS 2'-0" �N GROUND MiN. io ca L/NE W/RES rnVryi yitYV 40' � � 4' 3 TREE PROTECTION AREA 4' 3 DO NOT ENTER 4' �yARNING SIGN DETAIL 0 0 r.n —� —� "57 y�ASHED STONE PL�D TO A HE/GHT OF /2°-l8" lA/. ABOVE TOP OF BOX T EMPORARY CHECK DAM DET AlL 16.830/) STONE FOR EROS/ON STONE FOR EROS/ON l5' CONTROL,CLASS B CO/yTROL, "57 STONE � Fllte� � SL�PE a��,c� 2�,s� 24' mox Fob�ic 2' "� ��F ot cente� 4' to 6' r '� Section A-A �=� III L= Tl� distance such thot points A ond B ore of equol eleyotlon � L � __,,,�i�� .��/�„� .. . � • � +•x;!�• • � `� t� ��'. t�'�--�1= 1_ NOTE: Cl�ck doms to be Instolled as lndlcated on p/on or lf qrode ls steeper per p/on detoil. CONSTRUCTION SPEC/F/CAT/ONS l. P/oce stone to th�e lines ond dimensions shoWn in the p/on on a filter fobric foundotion. 2. Keep th�e cente� stone sectlon ot /eost 9 Inches be/ory notu�o/ g�ound /eye/ yyhere the dom obuts th� chonne/bonks. 3. Extend stone ot /eost l.5 ft beyond tl� ditch bonks to keep overflo�y Woter from cutting oround the ends of the check dom. 4. Set spocing between doms to ossure tlbt the e/eyotion ot the top of the loyyer dom is tlae same as th�e tce e/eVotion of the upper dom. 5. Protect the chrmne/ doWnstreom from the /oWest check dom, considering thnt ,Wote� Wlll f/oW ove� ond oround the dom. 6. Moke sure thot th�e chonne/ reoch oboVe the most upstreom dam is stob/e. 7. Ensure thnt claonne/ appurtenonces, such os cu/Vert entronces be/oyy ch�eck doms,are not subject to damoge or b/ockoge from disp/aced stones. �AlIyTENANCE lnspect ch�eck doms ond chonne/s fo� domoge ofter eoch runoff eyent. Anticipate subme�gence ond deposition obove the check dom and erosion from high f/oyys around tlae edges of the dom. Correct oll domoge immediote/y. lf slgnificont eroslon occurs betWeen doms,Instol/ o protectlye rlprop /iner ln tl�t po�tlon of the ch�onnel. RemoVe sediment occumu/ated behind the doms os nesded to preyent domoge to ch�onne/ vegetotion, olloW th�e clbnnel to droin through th�e stone check dam,ond prevent/a�ge f/o�ys f�om corrying sedlmentover the dom. Add stones to doms os needed to mointoin design laeight ond cross section. FLOW 0 v "' �� <, � z 7o��p r�TI�C� �z�=D =�zDm 2�0� z,�� • �OH nDyD �� 0 z � m � �m � � � � 70 = O � n 7C D z N � �„� D ro � o c� '° 2 � mH � Z �� m D SEDIMENT CONTROL STONE STRUCTURAL STONE PLAN 2' MIN /8° E SIDE VIEy� STEEL POST - ►�OVEA/ y�IRE FABR/C — OR,4NGE, UV RES/ST,4NT, H/GH-TENS/LE STRENGTH, POLY BARR/CADE FABR/C fTYP/CAU — W �N/NG 5/G/y OTES W�N�NG S/GNS TO BE �UADE OF DURABLE.WEATHERPROOF MATER/AL. LETTERS TO BE 3° H/GH M�N��UUM CLEARLY LEG/BLE AND SPACED AS DETA/LED. 5/GNS SHALL BE PLACED AT 50� MQx�Mu�! �NTERvacs. PLACE A S/GN AT EACH EA/D OF LINEAR TREE PROTECT/0/y A/�D 50' 0/y �EIyTER THEREAFTER. FOR TREE PROTECTION �EAS LESS TH,4�/ 200'lN PERIMETER,PROVIDE NO LESS THA�/ ONE S/GN PER PROTECT/ON �EA ATTACH S/GNS SECURELY TO FENCE POSTS AND FABR/C. M,NNT Ally T REE PROT ECT lON FE/yCE T HROUGHOUT DURAT /0/y OF PROJECT. AD�/T/0/yAL S/G/yS MAY BE REQU/RE� BY TOy�ly OF FUQUAY-V�R�NA OR IyCDEIyR, BASED ON ACTUAL F/ELD CON��T�ONS. S/GNS SHALL BE �NC/DENTAL TO THE FENCE. MAINTENANCE: lnspect tree protection fences at /eost once o W�k ond ofter each roinfall. Moke any required �epoirs immediote/y. S/bu/d th�e fobric of a tree protection fence collopse, tear, decompose or become ineffectiVe. �ep/oce it p�omptly. T REE PROT ECT lON DET AlL A J NOTE USE CLASS 'B' EROSION CONTROL STONE FOR STRUCTURAL STONE. USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL STONE. 2/3 CHANNEL Ud'� WIDTH 2 MIN �ry � 0 12" �o°� o �o Gbo �o * °�0 0 0o T o�o �o �o �o ��° o �o � � o 0 0 0 0 0 0° ��e 0 0 0 0 000 000 000 SECTION A-A SECTION B-B *T = 12" MIN., 18" MAX. �A/A/TENANCE lnspect silt checks ond clbnne/s fo� domoge ofte� eoch runoff event. Anticipote submergence and deposition obove the silt ch�eck ond erosion from high floyys oround the edges of th� cl�eck. Co�rect ol/ domoge immediotely. lf sTgnificont erosion occu�s, instoll o protective �iprop liner in tix�t po�tlon of th� ch�onnel. Remove sediment accumu/ated behind the checks as needed to preyent domage to chonne/ yegetotion, olloyy the claonne/ to droin through tlae silt cl�eck,ond preyent /arge f/oyys from carrying sediment oVer tlae claeck. Add stones to checks as needed to moJntoin design iaelght ond cross section. z o� �a Q ��U L.L J � F--� Z OO�= � � waz�= a�°C�� H H 2 Z w cAH�OJ O�cAa Z ,�� o w 0 Q W a o � � c� � v Q = � v o � o J � H o N z a � �� O _ � � za w � 0 a W H �o� o.c. �lax�MuM V�IABLE AS D/RECTED BY THE ENG/NEER ------------------------------------------------- �� o, �� '� � ',, W '� o ',, W '�� , o. � � '� o '� N I N � N �I O '� � � � '� -� '� N '� c �, o '� � '� o � , '�� o �� '�� a �� , o � � , , �'�� o '�� I N '� o �'� o '� � � o �, � �� Q �� / ', � ', � '�, N '� � I N �' � �------------------------------------------------- T EMPORARY GRAV EL CONST RUCT lON ENT RANCE/EXIT (60060/) 50' MIN. (SUFFICIENT TO KEEP SEDIMENT ON SITE) EXISTING 20' OR WIDTH ROADWAY OF PROPOSED STREET, WHICHEVER IS GREATER 2"-3" STONE TO BE USED (SURGE STONE OR RAILROAD BALLAST) PLAN VIEW EXISTING ROADWAY �� 12"MIN. L � 6" MIN. � ABRIC UNDER STONE CROSS SECTION A Filter � �,,, ,� CONSTRUCTION SPECIFICATIONS l. Clear tl� ent�ance and exlt area of oll vegetatlon, roots, and other ob�ectionab/e moterlo/ and proper/y grade it. 2. Place the stone to the speclfic grade and dlmensions shown on tl� p/ans, and smooth It. 3. Provide drainage to carry water to a sediment trap or other sui toble outlet. 4. Use geotextlle f obri cs becouse they i mprove stobi li ty of the foundotion ln /ocotions subJect to seepoge or hlgh Woter tob/e. 5. Use 2-3" coorse aggregote bose course or larger. 6. Payment shal/ be mode at the controct unit prlce per ton "lncidentol Stone Bose." MA/NTENANCE Malntain the stone pod In a condltlon to prevent mud or sedlment from /eaving the constructTon site. This may requlre periodlc topdressing with 2-inch stone. After eoch roinfoll, Inspect ony structure used to trop sediment ond clean it out as necessory. lmmediately remove oll obJectionoble moterlals spil/ed, Woshed, or trocked onto public roodways. lnstallation: Avoid curves In public roads and steep slopes. Remove oll vegetatlon ond oth�er obJectlonoble moterlol from the foundation oreo. Grade ond croWn foundotion for positive dralnoge. lf the slope toWord the road exceeds 2%, construct o ridge, 6 to 8 inches high With 3:l side slopes, ocross th�e foundation approxlmotely l5 feet from the entrance to divert runoff oWoy from th�e public rood. NorEse PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE lS USEDe OUT LET ST ABILIZAT lON ST RUCT URE DET AlL DETAI� A Lo o �o� 00 a� ��o�nn��o, Wl = 3Do NEW CONSTRUCTION 15' MIN.� �Do �oU��c 0000 0� 000 00 � 000 Oo�O°o0o� 000 ooOoO� �o°O o� �o� 00 0� � oo� o�o� Plan c Sectlon A-A A W2 = Do +La Do r Pi pe Outlet T o Flot Area W i th No Def 1 ned Channel DETAI� B Lo W/ = 3, A � Secti on A -A 0 H= Rip Rop to T op of Pi pe (Mox. H= D+ T) T= l.SxDmax , Unless OtherWise ShoWn On Plons CONSTRUCTION SPEC/F/CATIONS l. Ensure that the subgrode for the f7/ter and riprop folloWs the required lines and grodes shoWn Tn tl� p/an. Compact ony fil/ requlred In the subgrade to the density of the surroundTng undlsturbed materlal. LoW areas in the subgrade on undisturbed soIl may a/so be fIlled by increasing the riprap thickness. 2. The rlprap and grave/ fi/ter must conform to the specifled groding /lmlts shoWn on ti�e p/ans. 3. Filter cloth, When used, must meet design requlrements and be properly protected from punching or teoring during Instol/otlon. Repolr ony domoge by removing the rlprop ond p/ocing onother piece of f1/ter c/oth over the damaged areo. ,4/l connectlny foints should overlop a minimum of / foot. lf damoge Is extenslve, rep/oce tl� entlre filter c/oth. 4. Rlprap may be ploced by equipment, but toke core to avold damaging the filter. 5. The minimum thickness of the riprap sl�uld be l.5 times the maxlmum stone diameter. 0 000000� o �o°�°��0°�°�0 �000 o�000 oD000 oD000 � o��o��o��o�� A 000000 000000 000000 000000 000 �a0° o °00° o °00° o °00° o °00 �oo �0000 �0000 �0000 �0000 ��0 000��0 000��0 000��0 000��0 J° °Oo�O° °Oo�O° °Oo�O° °Oo�O° ° 000000 000000 0000�0 0000�0 000 W 2= Do + o.4�p �00° o °00° o °00° o °00° o °00 �oo DoOoo �0000 �0000 �0000 0 0��00�0��00�0��00�0�� 00�00�00�00 O O�O � SLOPE l%2:l OR FLATTER TailWater � 0.5 Do O T P1 pe Outlet to W ell -Def ined Channel Filter Fobrlc 6. Riprop moy be field stone or rough quorry stone. lt should be hord, ongulor, hlgh/y Weather -reslstant ond We// groded. 7. Construct the apron on zero grade With no ove�foll ot the end. Make tl� top of the riprap at the doWnstreom end leve/ With tl� recelving area or sllghtly beloW it. 8. Ensure thot tl� opron Is proper/y oligned with the receiving streom ond preferob/y stroight throughout its length. lf o curve is needed to fit site conditions, ploce it in the upper section of the opron. 9. lmmediately after construction, stabilize all disturbed areas With vegetation. MAINTENANCE lnspect riprop outlet structures ofter heovy rains to see if any erosion around or be/oW the riprop hos token place or if stones have been dislodged. lmmediote/y make oll needed repolrs to prevent further domoge. �� CWD �� CWD �� CWD �� CWD �— CNot to STABILIZE EXCAVATED MATERIAL SOIL STABILIZATION GEOTEXTILE OFFSITE CLEAN WATER � � ♦ ` 1' MIN . I `Zi� 1' MIN . Scale� ; ,.. .,; . . , . :_;�.' �. �.. .. . . . �e.� ��.'� ��.�� e. ��.� ��. �� - ��.��.� ��.;�� - �� ' �►•:♦ ., _ . . . ..;_ ;..._ ._ .,.. ,_ ,. ,. ., . .,•:.,• .,• .,• .,•..,•. , ..,• .,•: .=s, .-�.��.�e. .'�.' .'�. .'e. ."�. -�e.� .'e. .'e. coNsrRucrioN sPEciFicarioNs l. Remove and properly dispose of all trees, brush, stumps, and other ob jectionab/e moterlol. 2. Ensure thot the minimum constructed cross sectlon meets oll design requlrements. 3. Ensure thot ti� top of tl� dike is not /oWer at ony point thon the design elevotion plus the speclfled settlement. 4. Provide sufflclent room oround dlversions to permlt mochlne regroding ond c/eonout. 5. Vegetate the ridge immediately after construction and ensure stabilization is ochieved within 7 doys. 6. Use temporary li ner Where noted on plons. MQiNrENANcE lnspect c/eon Woter diversions once o Week ond ofter every roinfoll. lmmediotely remove sedlment from tl� flow areo and repair the dlverslon rldge. Corefully check out/ets and make tlme/y repalrs as needed. When the area p�otected 1s permanent/y stabilized, remove the ridge ond the chonnel to blend With the noturol ground /evel ond oppropriotely stobilize it. ROCK BERM 35' MIN. ------------------------------------------------- �'� o, �, � �I Q ',, a � I ', � �'� � ��, o. � � '� O '� N I N � N �I O '� � � � '� -� '� N '� c �, o '� � �'� o � , �� '�� 3 '�� I c� � , �' � '� a �� ''� o � � '� � � , � N � � �'� o '�� o �� o ', � �I Q �� ',, Y ', � '�, N '� � I N �' � �------------------------------------------------- RIPRAP CHANNE�S �603/) � STONE SIZE PER DESIGN �I-� � I I, GEOTEXTILE OR GRAVEL BEDDING PARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAIN (SHAPED BY BULLDOZER) coNsrRucr�oN sPEc�F�cAr�oNs W =111 III �� -�� -��i III III '' i III III� III �i�- D -iII -III III III i�' '�-1 I I, � iI I I��a � _ � � I I I '' STONE SIZE PER DESIGN ��I - O i II I li _ _ _ , ,_ � ,' �I I I I I I- � GEOTEXTILE OR g� -I I � GRAVEL BEDDING V-SHAPED WATERWAY WITH STONE CENTER DRAIN (SHAPED BY MOTOR GRADER) lo Cleor the foundatlon oreo of trees, stumps, roots, loose rock, and othe� ob�ectionoble moterlole 2e Excovote the cross section to the lines and grades of the foundation of the liner as shown on the plonso B�ing over-excovated oreas to grade by Increosing the thickness of the liner or by backfilling wlth moist soil compacted to the density of the surrounding materiale 3e Rock riprap liningse Practice 6d/59 Rlprape 4e Place filters9 beddings9 and foundotlon dralns to llne and grade in the manner specifledd Place fIlter and bedding materlals I mmedi ately af ter slope preparati one For syntheti c f I lter f abri cs, overlop the downstream edge by at least l2 i nches Wi th the upstream ed ge whi ch i s burl ed a m1 n1 mum l2 1 nches i n a trenche See f i gure 6e14a, page 6e14e6e Space onchor pi ns every 3 f eet along the overlapa Spread granular materlals in a unlform layere When more than one gradatlon is required, spread the layers so there i s m1 nI mal mi xi nge F1 /ter moterl al should consi st of at /east 3 1 nches of moteri al on all si des of the drai n pi pee T he droi n plpe condult should be a minimum of 4 Inches In dlametere Acceptable moterlals 1nclude perforated, contlnuous, closed -�o/nt condults of cloy9 concrete9 metal9 plastic9 or other sultable mater/al (Practice 6e8/, Subsurface Dra1n)e TYPICAL RIP RAP CHANNEL -I�� =11111 11111=� �W� �I—II I I I I �o�oo -I I I I I I � � I I I I I I I I� I�l—I I I—I I 1-1 I I—I I I—I I 1= �GEOTEXTILE OR GRAVEL BEDDING TRAPEZOIDAL TABLE STONE CLASSIFICATION RIP RAP DEPTH A 9" B 18" CLASS 1 24" CLASS 2 24"-36" NorE: I.TO BE USED WHERE EXCESSIVE STORMy�ATER VELOCITIES PROH/B/T VEGETATIVE UN�NGS. 2. S/ZE OF STONE MUST BE DETERMINED BY APPROPR/ATE DES/GN PROCEDURE. 3.DlMENSIONS FOR D& VV VARIES ACCORDING TO DESIGN. 4. R/P RAP DEPTH AS PER DESIGN OR REFER TO iABLE. 5e Perf orm oll chonnel constructi on to keep erosi on ond woter polluti on to a mi n1 mume lmmedi ately upon completion of the chonnel, vegetote all disturbed areos or otherwlse protect them ogoinst soil erosione Where channel constructlon wIll toke longer than 30 doys9 stobillze chonnels by reochese MAINT ENANCE lnspect channels at regular Intervals as wel/ as after ma�or ralns9 and make repalrs promptlyd Glve speclal attentlon to the outlet and Inlet sectlons ond other points where concentrated flow entersd Carefully check stabillty at road crossings, ond look f or 1 ndi catl ons of p1 pi ng, scour holes, or bonk f ai lurese Make repai rs i mmedi atelye Moi ntai n all vegetatl on ad� acent to the channel 1n a healthy9 vlgorous condition to protect the area from erosion and scour during out-of -bank floW� T EMPORARY ST REAM CROSSING �6070) i''tGi,Jt'V�CU 3L� '1YVVia �ttivGc��r�'i �-4' WID�f-iS F0�2 SiREAM CR�5SI�1G FILTER FABRI W 2/� W 2" DIAMETER OF PIPE OR 12" WHICHEVER IS GREATER CAPACITY OF PIPE CULVERTS= BANK FULL FLOW ELEVATION IIIIIiIiIFLOW lililllll I; I; I; I; I; I; I; I; I; I; I; I; I COARSE AGGREGATE ��25' MIN. TOP OF BANK I' I' I' I' I' I' I' I' I' I' I' I' I �:I:I:I:I:I:I:I:I:I:I:� � STREAM CHANNEL I�i�i�i�i�i�i�i�i�i�i�l i.i.i.i.i.i.i.i.i.i.i.i PLAN EARTH FILL COVERED BY LARGE ANGULAR ROCK EARTH FILL COVERED BY LARGE ANGULAR ROCK 25' MIN. - TOP OF BANK 1/4 ��1PP�€ZTED �� a s 0 . 80�� i "_ oR � �.z�p ��. �' BE��' S�'AC1f�G � � LVA iFf7 i� I V�R SEi�t� � t /4 S�J��o�TED a ... , a . ��.. . EXi5�1�iG SYVAi..� EXIS�NG 5U8�R�� CONST RUCT lON SPECIFICAT IONS A T�RNAT� TENiPC�RA►RY STR �M CR05Sf�3� �R4��E�AT uo�r ro s�a�E le Keep c/earing and excavation of the stream banks and bed and approach sections to a minimuma - 2e Divert all surface water from the constructlon site onto undlsturbed areas ad�oining the streame 3a Keep stream crossi ng at ri ght ang/es to the stream f lowe 4e Allgn road approaches with the center llne of the crossing for a minlmum distonce of 30 feete Roise brldge obutments and cu/vert f 1//s a m1 ni mum of / f oot above the ad � 01 n/ ng approach sectl ons to prevent erosl on f rom surf ace runof f and to a//ow f/ood flows to pass around the structureo 5o Stabi lize all di sturbed areas sub� ect to f lowi ng water9 i ncludi ng planned overf low areas9 wi th ri prap or other sui table means i f desi gn veloci ty exceeds the allowable f or the i n-p/ace soI lo 6e Ensure that bypass channels necessary to dewater the crossing site are stable before diverting the streama Upon completion of the crossi ng, f i ll, compact, and stabi li ze the bypass channel appropri atelye 7a Remove temporory streom crossings immediotely when they ore no longer needede Restore the streom chonnel to its orlginol cross-sectlon, ond smooth ond appropriotely stobilize oll disturbed oreose 8e Any in-stream control meosures must be removed upon stabillzatlon of the areoo MAINT ENANCE lnspect temporary stream crossings after runoff -producing ralns to check for blockage In channel, eroslon of abutments9 channel scour, riprap displacement, or pipinge tilake all repairs lmmediately to prevent further damage to the installatione COARSE AGG ------------------------------------------------- �� C �� I Q �'�, a �� r '�, o. � � '� O �,, � �I O �� ', � I C �, O '� � � o I � � C '�� a � � '� Q �' � � o � � ��, N �� '� o ,�� O �' � I I I Q '� � �,, Y '� � '�, N �I N , �' '------------------------------------------------- i ONSITE CONCRETE WASHOUT STRUCTU RE WITH LI N ER 10'-0" M I N . A O � � O SANDBAGS (TYP.) OR STAPLES z O O 10 MIL � 1:1 PLASTIC SANDBAGS (TYP.) o O SIDE SLOPE LINING OR STAPLES � � o (TYP.) � O O c� O� � O = /i. t. i. i. � O Z X Q �� i. i. . � � M � �LS � `��/ AN %.� .,..,....% CLEARLY MARKED SIGNAGE SECTION A-A CONCRETE NOTING DEVICE (18"X24" MIN.) WASHOUT NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. BELOW GRADE WASHOUT STRUCTURE NOT TO SCALE HIGH 10'-0" MIN. SANDBAGS (TYP.) COHESIVE & B OR STAPLES LOW FILTRATION SOIL BERM 10 MIL HIGH 0 �- � O COHESIVE & PLASTIC LINING LOW FILTRATION 1:1 SIDE SLOPE SOIL BERM z O O _ (TYP.) � � N ii��ii��i = - �� O O O \��\��\� \� �, Z x � \ \��\��\ \� \\ \ — \\\\\ � / / / / / / / / / / / - / / / / / / / o2S / / / � \ \ \ \ \ � � \ �/��/� �/��/� M � �% �\ �\��\��\ �\��% . � 0 O = ��.��i., i�i��i � I i i i i i�i��j,�'�%�ii ��;��`,��j,�/�.�i��i� � � .� .� .� ��\/�\��\��\/\/\/\� .�\/\/\/\/\/\/\.� .�\/\/ .�\.�\.�\.�\.�\/\/\/\.�\.�\.� ' � �� 6° SECTION B-B 2-� C B SANDBAGS TYP.) NOTES: OR STAPLE 1. ACTUAL LOCATION DETERMINED IN FIELD CLEARLY MARKED SIGNAGE 2. THE CONCRETE WASHOUT STRUCTURES CONCRETE NOTING DEVICE (18"X24" MIN.) SHALL BE MAINTAINED WHEN THE LIQUID WASHOUT AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PRELIMINARY DESIGN NOT FOR CONSTRUCTION �'o �s�, �G c�� 0 �s, �� '��/ C'F 2" TO 3" � COARSE AGGREGATE (6" MIN DEPTH) RAILING (6" MiN) MAT OVERLAP PER — MANUFACTURE SPECIFICATION I�.Y�I�1��:7[�i�1I�1 � '� = 4 ;,: � � _. _. .. -- —. .. �, � � ----..... . �f � . ^r . . � �� . � �n;�.:'��°�,r:_ .. . • �/� NOTES: 1, MUD MAT(S) SHOULD BE LOCATED TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. 2. MUST BE MAINTAINED IN A CONDITION WHICH �yILL PREVENT TRACKING OR DIRECT FLOVV OF MUD INTO WETLAND. 3. MUD MAT(S) SHALL BE UTILIZED IN �yETLAND AREAS TO LIMIT IMPACTS FOR BRIDGE AND BOARD�VALK CONSTRUCTION. FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED BY THE CONTRACTOR. 4. NUMBER AND LOCATION OF MUD MATS TO MWiMizE IMPACTS OR DETERMINED BY THE ENGINEER. 5. CONTRACTOR MAY SUBMIT ALTERNATE MUD MAT FOR APPROVAL. 6. CONSTRUCTION ENTRANCE APPROACHES TO MUD MAT SHALL BE INCIDENTAL TO THE MUD MAT PAY ITEM. �'o �s�,-s� �� o �s � �F � �� q� �F �. �•.�.=i. !• �•��.,•�•i '��-•��••��;�•' i4.i;..�,� ��. � �� ,�� , :e�•�:!+ :� i•� • � .. 11�: i' 1�, � � • . • � . . � . TEMPORARY LINERS (RECP'S) Y4Ii �d � �"'' �}, .ti.,�; �a�fl �� ,�N�� ,•�t � . r � •, � 4C7' '� . y, �.: ,} :. L4!"�I�LI�IF'�� `°'- � ' ' � ' � anch�or $ner�ch �_ � � � � °��,: �, �. . � � . yS��, � ��,, , ,... a 's a :. 1 P�S .-. �� v6�� vercut c�ar�riel �" tc a;!�w �cd1king durir� s�e�bed pr�r�.tion rK { �� ..,�.��,r.,,.. � :'J . ... r �. J ,� � � 4 �. �� •'� 1�,t4,�:�, t-�:�- �c� �.ck �Ic t Shirrglc-la�s ��Sii ced �nds �r be�ir, raew r,a�l ��-, ar, �nt�rmrt�ex� cFr�eck sl�-F �nep�re s�a�l ar�d app�jr s�e� bef�ar�. r'�al ling blr�nk��s, mats �e t�ther n te�rnr�r chr�r�r�el I�ne-r ��e-m �;� 2 � � �� -�1 1r.��. 4e•. T�rpia�l ir,�}alla�iaan wiih e-r�saon cor�rRal blartik.,�ts �r turf r�e�nf�araerncx�t mat� ��- .. � . � � i �` �, �. ! , !' I M1 �I �<b:4'�'��s.� , `-: -a.�•� ��r�g� t+.d� r�al _,�7chc� tr��r�ch MUD MAT DETAIL x .L i'v } .��4 ��. . i� � I � � I i ��: 1_ C�esign �nc.lerci�i�s �x�ee�Rng 2 ft� sec r�.q�,ire t�rr,par+c�-� bl�nke.ts, �tiats or $imrlaa lir�e� t� pr�o-tect s�e.d arFd � i1 uriti9 +.�; �.�atior�, fbc�r�r�,es e�-}abl i�h�d'. �. Gr�ss-I ir�ed ��annc.ls wi�h dcs�gn ��e.�oc�t�es e.xc�.e-�ir� �#�ls�c shac,ld ir.c I�de �,.�rf re.in#or+�,err�:� _ �� Tabl� �.� ��r R�er�i��ibl� �h��r S�r�s�, rp, �f Vari��s RE��'s M�x_ ��rsr� �lo�pes* e c��o� �ro�� ry� ��i� sr,��r s�� ro �EI,�1f� ) D�gr��le RE�P's ��Jr�v�g�t�sf7 hEet� and �r1€��ch 0_'� -{�.� �{3:1 �� nn��, o_� - a.� �:� �i�r��k - ��,�� r��t �_ss - �.� ?:� ai��,�� - �n� r��t �_ss - �.� �:� h�ondegrad,�4�le REC P'� U rev�getated TR�JI** 2-� 1: � P,�r�lky �.+�cjet�t�f lRM � - � r`�=� �ulE� 5degetaked 5 - ��r �'�_'� ��t+�per slope IFre7iTs n�ay appry. �or i�rther infom�tion, taarrtac� �he rn�nufa�:turer. '* rUrt �einforce�enk Alla[_ L�ne.rlap 6' rr�ir,. �x�atixrt� �h�l �o desigr� grade ar�d �r�o-s�-se��iax� a�' �� i� s �,:,�� :, �'��. ,,, . �F� FQI��5- Mu� MAT �F�� ,o 2 c�o��sy�Gc'T 0 RAILING ��'n �L � 6„ M I N)� G'r�"�s.,�"�c��F — CONSTRU�T/ON SPEC/F/CAT/ONS coNsrRu�r�oN Grode the surfoce of instollotfon o�eos so thot t/ae �round is smooth ond loose. When seeding prior to instollotion.folloW tl�e steps for seed bed preparot�on.soilomendments,and seeding. Allgullies.rills,ond any other disturbed areos must be fine groded prior to instol%tion. Spreod seed before RECP installatlon. (lmportont: Remoye oll large rocks, dirt c/ods, stumps. roots. grass c/umps. trosh. and other obstructions from th� soil surfoce to alloyy for direct contoct between the soil surfoce and the RECP.1 Te�mino/ onchor t�enches o�e �equi�ed ot RECP ends ond inte�mittent trench�es must be constructed oc�oss chonne/s ot 25-foot lnterVo/s.Termino/ onchor trench�es shnu/d be o minlmum of /2 lnch�es In depth ond 6 inch�es in width, while inte�mittent trenches need be on/y 6 inches deep ond 6 inch�es Wide. lnstollotion fo� S/opes - P/oce th�e RECP 2-3 feet over th�e top of tlae s/ope ond into on excovoted end trench meosur)ng opprox/mote/y /2 lriches deep by 6)nches W�de. PTn the RECP ot l foot Inte�vo/s o�ong th�e bottom of the trench, bockfill, ond compoct. Un�oll tlae RECP doWn for olongl tiae s/ope mointoining dlrect contoct betyyeen tlae soil and tlae RECP.Oyerlap odjacent rolls o minimum of 3 inclaes.Pin tiae RECP to tlae ground using stop/es or pins in o 3 foot center-to-center pottem.Less frequent stopling/pimiing is occeptob/e on moderote slopes. lnstollotion in Chnnne/s - ExcaVote te�mino/ trenclaes fl2 inch�es deep and 6 inch�es WideJ ac�oss the chonnel at the upper ond /oWer end of the lined chnnne/ sections. At 25-foot inte�vals o/onq th� ch�onnel.anclbr the RECP oc�oss th�e chnnne/ eit/ae� in 6 inch by 6 inch t�ench�es o� by instolling 1Wo c/ose/y spoced rorys of anchors. Excovote /ongitudino/ trenches 6 inches deep ond Wide o/ong chnnne/ edges fabove Water lineJ in Whlch to bury the outside RECP edges. P/oce the fl�st RECP ot the doWnst�eom end of the chnnnel. P/oce tiae end of the first RECP in the t�emino/ trench ond pIn lt at / foot Tntervo/s o/ong th�e bottom of the trench. Once pinned ond bockfilled, the RECP is dep/o�ed by W�opping oyer the top of th�e trench ond un�olling upstreom. If tiae channel is W�de� tla�n tl�e proy�ded rolls.place ends of adjocent rolls in the terminol trench, overlopping tlae od jocent rolls o minimum of 3/nch�s. Pin ot / foot intervols, bockffll, and compoct. Unro/I t/ae RECP in tlae upstreom direction until reoching th� first intermittent trench. Fo/d tl�e RECP bock over itese/f, positioning the roll on the doWnstream side fo the trencl� and allo�ying the mot to conform to the trench. Tiaen pin tlae RECP ftyyo /ayers) to t/ae bottom of tiae t�ench, bock?ll, ond compoct. Continue up the c/wnnel fWrappinq oyer tlae top of tlae intermittent trenchl repeating this step at othe� inte�mittent t�ench�es,until �eaching th� uppe� te�mino/ t�ench. At th�e uppe� termino/ t�ench. ollow the RECP to confo�m to the trench, secu�e Wlth pins o� stop/es, bock?//, compoct ond th�en bring th�e mot bock oye� the top of th�e t�ench ond onto the existing mot f2 to 3 feet oyer/op in th�e doWnstreom di�ectionJ, ond pin ot / foot inte�Vo/s oc�oss tiae RECP. When sto�ting instollotion of o neW roll,begln In o t�ench o� shingle-lop ends of �olls o minlmum of / foot �.yith upstreom RECP on top to preyent uplifting. P/oce the outside edges of tiae RECPfsJ in longitudinol trench�s, pin, bock?ll. ond compoct. �A/NT ENANCE l. lnspect Rolled Erosion Cont�o/ Products ot /east Week/y ond ofter eoch signi?cant fl/2 inch or g�eoterl �oln foll event �epolr lmmedlote/y. 2. Good contoct Wlth the ground must be molnto/ned, ond e�oslon must not occu� beneoth the RECP. 3. Ar�y o�eos of the RECP tlbt o�e domoged o� not In c/ose contoct wlth th�e ground slbll be �epol�ed ond stopled. 4. lf erosion occurs due to poorly controlled droinoge, th� prob/em slaoll be ?xed ond th�e eroded oreo protected. 5. Monitor ond repair th�e RECP os necessory until ground coVer is estoblished. PLANS PREPARED BY: Kimley>>> Horn 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 PHONE. (919) 677-2000 FAXe (919) 677-2050 N� ��ENSE �F_o�oz c�2on ��, C,4Rp �,� �� ; o��°�FESsr° �� ; ?�0 �ryq�ti = SEAL ; �0 37827 �� o� ; / � CI e��°�°�°Qc. �� 0 �''��%,�� T,H��`�� G 0 a oWc a Z � a W 0 a 41 � � L a % \ � � � G L �. � W o c�.7 M � � O � W 0 � a J 0 � z� �= � OW _c O W KHA PROJECT: 012622011 DATEe 2-17-17 z 0 = W � � G 0 Z Z � � > � � � 0 � 0 FINAL PLANS ERO-10