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Home My WebLink About20141134 Ver 2_SR 1339 ASHE Plans_20181120�vrsFn la��oi¢ SR 1339 ROARI11t� BRA11t�H RD. EROSIQ1ti C��tR�'f�L 1'LA1�S These Erosion and Sediment Control Plans aom�p1Y with the reaulations set for#h by ths NCG010040 Seneral constructlon permlt effeative August 3, 2011 issusd by the North Carollna Departmetn of Environment and Natural Resources Divisian of Water Quailty. ,5�, � Dtaciipf�n. .Ssm641 IbQ5.�1 Temporary �ilE Fance _ _ _ _ _ _ _ _ _ _ _ �� 1{tQ6.41 �pecinl �ediment ConErol Fence - - - - ��C��T ],61Q.a1 �emporary Berms and ��ope �rnina _ _ _ _ _ _ _ _ _ T � � 1b34.42 Silt Baa�o �Pype 8---------------� � 1�.� �emporary �i�E �itch _ _ _ _ _ _ _ _ _ _ _ � 1�.�5 �°emporary Diversion _ _ _ _ _ _ _ _ _ _ _ _ _ _ _r, .�.p _� Ifiu�.:Xi Specin) �til�ing Besin 1�i.� 1�ock Inlei �ediment Trap Type C_ 1�.�1 Tempornry Roc� SiIE Check Tppe�tl_ _______� TempoPnry Roc� 5ilt Chec� Tppe`A with �atting nnd Po�yacrylamide (PAM� _ _ _ _ _ _ _ _ � Tempoeaey I�ocic �ilt Check 'Tppe-B_ _ _ _ � 163�1.02 1635.41 �aft�e � �aEt�e wit� IDolyacrylamide iPAM) � \ JI �emporaey �oc�C Jediment �am �ppe'B_ _ _ _ �: �oc� Pipe In�et sedirneni Trap �ype'a� _ _ _ _ _ _ _� ❑� \ \ CHURCH DRAINAGE AREA 21 � ROAD DRAINAGE CJN�Y � P�QNU� fc�/c ��P� rn 9 � F9 � '' t ,F' �� I o i � �pF� \.. \ �m� ��P J�i i `�� i ., \\�� / � �4 � \ . �� A �� D 0 N 0 / PROP. R/W � 3:�\ ` MONU. --...,,_ _ � \�� PROTECT BOTH SIDES OF CREEK ' DRAINAGE AREA 1 � RUAD DRAINAGE C3NL' 18" WATTLES PSRM IS REQUIRED FOR DITCH LINE FROM STA. 7+80 70 STA, 13+20 RT MATTING IS REQUIRED FOR DITCH LIN FROM STA. 1+90 TO STA, 7+g0 RT ALL SECTIONS ARE UNDER THE 3Q DAY DESIGN AND MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS OF THE TIME CLEARING AND GRUBBING BEGINS. � / / �------__,� STURB PON17 ,__._._.J 'l.iv.c. _ ��!._._ . ` " - - _ _ ,.,......,.,,,..,-... '_'`.,'•`"...-� 1 D RAI NAG E AREA 2 1.5 ACRES 3x9x 1 Baffle 2 ft. weir ID 2.R CHRIS ABSHER f#1371 RIGHT OF WAY 50 FEET HQRtZONAL SCALE t°= 50` LEVEL 3—A DESIGNER CHRIS ABSHER t#1371 RI�NT OF WAY 50 FEET �/ � -.. u � cr��< \ / ```\ � e. � Tj � , �------�"' ----� . . / A � \ � � i � � � DISSIPA AD \ � \ \ — ��----_'_'" // � �� ...--�—� �. X 10` � � ,'��`�� \�--_Q.0 __N O.T �.-��'1`� U R B � ' P � �i � / G� \ \ - .....-.'""""'....�'.. � q T� � �LJ �;�,��. =,....-----.'"'" � '' �,,�,,,,�,•Ir�''I�'f,1► � �. 1,►6 ��'��••'��1''��►'I•.'� ' � . _ � f, .� .. ' �� _ — —...�...��t�11►''0►��'��`�,1►�� / �;� :�:%///. � •., �� NO RIP RAP SHOULD BE PLACED IN CREEK BED OR BELOW THE HIGH WATER MARK UNLESS PERMITTED PS....,,.._...—. -�-- RM IS REQUIRED FOR QITCH LINE FROM STA, 7+60 TO' STA. 13+20 RT DRAINAGE AREA 2.3 ACRES ALL SECTIONS ARE UNDER THE 30 DAY DESIGN AND MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS OF THE TIME CL�ARING AND CaRUBBING BEGINS. ... ..� r�/�� +� �i'� 3 3 x9 x3 1 Baffle 2 ft. weir ID 3,R x9 x3 1 Baffle 2 ft. weir ID 4.R DRAINAGE AREA 4 2.9 ACRES USE 18" WATTLES EXGELSIOR MATTING IS TO BE USED INSTEAD OF STRAW MATTING HORIZONAL SCALE i'= 50' n n r rn � �t <n HORIZONAL SCALE I`= 50' � A � h Z r z rn � m rn � z rn rn � � DRAINAGE AREA 21 R{�AD DRAINAGE ONLY� -��_„_ D0 N0T DISTURB --------`' _\�, / -- ''``�-------'" USE 18" WATT�ES � EI�P ,•,:. - . �••�. ;�:�� r��i �:; ��%i, � ♦ 1 :. - r� i . EXCELSIOR MATTING IS TO BE USED INSTEAD OF STRAW MATTING NO RIP RAP SHOULD BE PLACED IN CREEK BED OR BELOW THE HIGH WATER MARK UNLESS PERMITTED RIP RAP IS REQUIRED FOR QITCH LINE FROM STA, 13+2QT0 STA. 25+00 RT �YS �i � !_ _': G WET DITCH PLACE DITCH �I�IER AS SOOf� AS POSSIBL Place Matting far Erosian Control on Slape as Work Allaws. Sta.15 + 50 to Sta. 22 + 00 HORIZONAC SCALE I'= 50' HORIZONAL SCALE 1'= 5(Y RI�HT OF WAY DRAINA�E AREA 21 RC)AD DRAINAGE 4NLY � � DO NOT DISTURB �Uy � w'- - _ ^ �' - \ z-'' a ' , , , �„ , , . �„ � . . W`� � �� , . � q�� «� " . �.. � � A�, � .. �� :,.�=� � x�n �� £a, ` � e_ � F� � ` �� ^�j u 4: ` �� a:' J � � QDRAINAGE AREA 9 � � 2.9 ACRES �� `, � x 12 x 3 � 2 Baffles � 2 ft. weir 18 ID 4.R, 9A.R usE �8�� WA1iLES 9B•R W E T D I T C H PLACE DITCN �II�ER AS SOON AS POSSIBLE EXCELSIOR MAT1'ING IS TO BE p�pce Matting far Erosion Control USED INSTEAD OF STRAW MATTING on Slape as Work Allows. NO RIP RAP SHOULD BE PLACED IN Sta. 25+00 to Sta. 31 +30 nn�� c�n �n nr� ��n� rue- w�+u RIP RAP IS REQUIRED FdR DITCH LINE FROM STA. 31+10 TO STA. 40+00 RT > / -„�_,_,-� P , ;;. ,-______..i�. Mp —� � <�� ',o' DO NOT DISTIJRB � � . `�z� rn� � � \ Q, � DRAINAGE AREA 14 2.9 ACRES Place Class 8 Rip Rap Araund Inlet of Double 8arrel � 18" Croas Line Pipes � .\ � . � \ , � �Qj t FALSE SUMP - ��`_-�--- HORIZONAL SCALE l'= 50' b � c rn rn rn s rn � � � � � --------�,, �� // �RA1 GE AREA 21 DRAINAGE AREA 22 ►��3��RAI NAGE ON LY RtaAD D RAI NAGE 4N LY DO NOT DISTIJRB AR IED 3x9x3 1 BafFle 2 ft. weir ID 22.L, 22A.L � M / / . /' , �� `` 9GF � � / &�� O� � � -p,�� / �`��i � �� / «.;�.�.� � / � e � ` ` \� �GQ �� i � � Ai � 1� \ � � r � . � �� / � � � �, � ..� � � �' .' ... ��L`ti�i� � �liri��"'�_-_ � �•.� FALSE SUMP � D RAI NAG E AREA 13 F A L S E S U M P WET DITCH 2.9 ACRES P � A C E D I T C H � I N E R Place Matting for Erosion Ccntrol AS SOON AS POSSIBLE DRAINAGE AREA 11 on Slope as Work Allows, � Sta.25+Q0 to Sta.31+30 2' 2.9 ACRES DRAINAGE AREA 12 � 2.9 ACRES � RIP RAP IS REQUIRED FOR DITCH L1NE USE 18" WATTLES rn FROM STA. 30+p0 TO STA. 37+80 LT RIP RAP IS REQUIRED FOR DITCH L1NE FROM STA. 31+10 TO STA. 40+00 RT EXCELSIOR MATTING IS TO BE USED INSTEAD OF STRAW MATTING NO RIP RAP SHOULD BE PLACED I cn HATCHED AREA INDICATES ri� TROUT BUFFE� � LEVEL 3-A DESIGNER rTl CHRIS ABSHER ("137J y RIGHT OF WAY 50 FEET d HORIZONAL SCALE l°= 5a ,'/ c� i _ DRAINAGE AREA 24 . / R4AD DRAINAGE ONLY / � I` DRAINAGE AREA 23 ROAD DRAINAGE ONLY rn � '-'� 3 x 11 x 3 � 2 Baffles � 2 ft. weir � D 23.L, 23A. z v Q � � , Q � , � .�`a ' � � ,_ � � � . . � � �� t X 11 X 3 2 BafFles 2 ft. weir 14.R,14A. � Y $�� 3r.'�% � � zv i � / � i � / � DO NOT DISTURB r.��, �- . � � 3'. v i � i 6 �� // �?� �� ,- �� , � � '``� ,l � � �g , , � , , - :�.� ,� <�� DRAINAGE AREA 14 2.9 ACRES o �`�� , . �� , . , � S - ��..,.-.-� s �" / / � � -� fi=�� ,-'� '� ,� � - ' � �� p: �� , � �� X o X 3 2 Baffles 2 ft, weir D 15.R 15A. DRAINAGE AREA 15 usE �s�� WATTLES 2.9 ACRES EXCEL.SIOR MATTING IS TO BE USED INSTEAD OF STRAW MATTING NO RIP RAP SNOULD BE PLACED IN CREEK BED OR BELOW THE HIGH WATER MARK UNLESS PERMITTED RIP RAP IS REQUIRED FOR DITCH LINE � FROM STA, 31+10 70 STA. 40+00 RT y -- — � Rlp RAP 18 REQUIRED FOR DITCH LINE � FROM STA. 30+00 TO STA, 3780 LT r-,� � dS ARE UNDER THE 30 DAY DESIGN AND rn tMANENTLY STABILIZED WITHIN 30 DAYS rn 7E GLEARING AND GRUBBING BEGINS. � LEVEL 3-A DESIGNER R�i CHRIS ABSHER (°!37) �`h RIGHT OF W AY `� 5Q FEET ` Ho��zoNac seac� �•_ .sa 3 x x3 1 Baffle 2 ft. weir D 24.L, 24A. 24B.L :,-. � � �I�1 � �1�1� err��,..•.° 3x13x3 2 Baffles 2 ft, weir ID 25.L BARN �,� � � . PROP.R/W Mor✓u. j�� , " . �-� � � ' D�OT DISTURB �'� �� '� _ \/�,�% �' /. �� . � � � . � � ~4 / � -5�✓ / � / 'r��`�S � � /� `� � � °- �� a: i y� / i � s,�r � � � a�� i � � . � � � �� . �� ' :�: � � �� a�. � $� USE 18" WATTLES HATGHED AREA INDICATES TROUT BUFFER CHRIS ABSHER t'�t37) RIGNT OF WAY 50 FEET ., \ \ , � � �� f �o" � , � , � �.� � � � \ a�� , --- � � ' a � PROP.R/W \ \ \ � ,uoNu. \ � \ \ \ \ \ a X�a X3 �� 2 Baffles � \ \ Z f1'. W@IC \ \ D 1 b. R 16A. \ \ \ \ \ \�� \ \ v �\ \ � �� y�\� EXCELSIOR MATTING IS TO BE USED INSTEAD OF STRAW MATTING DRAINAGE AREA lb 2.9 ACRES RIP RAP IS REQUIRED FOR DITCH LINE FROM S7A. 31+1d TO STA. 40+00 RT PSRM IS REQUIRED FOR DITCH LINE FROM STA. 37+80 TO STA. 40+00 LT ALL SECTIONS ARE UNDER THE 30 DAY DESIGN ANQ MUST BE PERMANENTLY STABILIZED WITHIN 30 DAYS OF THE TIME CLEARING ANQ GRUBBING BEGINS. HORrzo��c seAc� r= 5a