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HomeMy WebLinkAbout20170806 Ver 1_ESC PLAN_SR1158_WILKES_20170628SIONS: � \ �� Use Slope Drains to carry water off flll slopes greater than 10 feet in height. \ �\ � � \' � \ \ \ \� \ \ N � `��`� �'�� \\ � x \ � � �� \ _� � �-'�— � � i� c� r � _� \ � 0 \ \ �/ � � —�-- �� � -� ��� ti � ^ 11.2°r � / - � � \ /� � � � Z G/N PROJE Sto. 0+00, Using a minimum size diameter wattle of 12 in. install wattles using 2 ft. stakes and 12 in. staples on top of a 9 ft. section of erosion controi matting. Use PAM on Watties when directed on Pians. I �� � 3 I \ � � BARN HOUSE \ I ' `, » GRAPHIC SCALE �0 25 0 �0 1 p0 NOT WITHIN A D SI �NAT D WAT R � SUPPLY WAT R�H D AR A \ \ � \ , ,, \ �� 0-Day Option Used 1 \ \ 0+00 to 3+00 Left '1 � � �c, � I O NEW PIPE � mi �j �r��i �1.2�' R/1N !�/ i 0 Un-disturbed Drainage Area 0.2 Ac. 9.5% � ESC_02 �� �� �, , .��`` �`` • �_., �� � 1 Baffle Required � ' 9' x 3' x 3' � 1 BASIN # 2.7 � �� � ,....;;;'. ':V:�"�i � � .�� ��� , - ,� .������� � J l .��1/ � � �i�.a � •• .�.r a m ,n� � � �i 1 N °�' ��'� / N,o / ?,-,����,�� , ��� / � � + � °;° J � � ��! o / and'K faptor j�/ Typical Note: �1J � (typical) � Line with Arrow is a Ditch Line and �� � \ Flow tlirection Symbol � / � � (NOT a Rock Check Symbol) 1 � � Pl Sto 2+28.76 � � / � p= ll° 42' 33.9" fLTJ �� � � � D= ll° 27; 33.0" � �� 30-Day Option Used /� � T- l� .27 � O+gO to 5+00 Right / , \ R = 500.00' ( i � SR: 1158 NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK 8� LEWIS FORK COUNTY: WILKES DESIGN BY: SB DARNELL CHECK BY: DAT E: MAY 2 O 17 SIONS: NOT WITHIN A DESIGNATED WATFR � i' —�`� �� SUPPLY WAT RSH D AR A i� i� � �R�IE� � / 30-Day Option Used NEW PIPE � P�E�� � 1 3+00 to 6+50 Left ,� � n �� ���� 2 Baffles Re uired 18' x b' x 3' ^��,�/ BASIN # 3.1 / / / / � � / A\ .I� �8,�!�R,� Un-disturbed —' � � Drainage Area � i p 0.7 Ac. �' ► �� � —� ��� � � �,��,�. \ . ._.— � ��- � . �' ' `��` `� �y��-��� o ,� � � � NEW PIPE \ ��., � ,�62 . ��. _.�.�� .� 30-Day Option Used � � � �� � 0+90 to 5+00 Right � \ � � , / \ � � / \ \'�'0� / NEW PIPE l � � \ ��. ��� ESC_03 Slope Drains to carry water off fill slopes Using a minimum size meter wattle of 12 ter than 10 feet in height. in. Inslall wattles using 2 stakes and 12 � in. staples on top of a 9 ft. ction of erosion . Use PAM q�i Wattles when directed on Plans / � � � � / / / / / / / / / � � � �� � � 60-Day Option Used a / � 6+50 to 10+25 Left ,, � W / / / � / / / / � / N / / W 2 Baffles Required � � � � Un-disturbed = sAsiN 4# s'2 � 1� � Drainage Area � � 1.4 Ac. �, / y. ,h �� �22� � � � / / Typical Note: Line with Arrow is a Ditch Line and � � ` � ''� +� ��� / Flow direction Symbol � � � � — (NOT a Roc\ heck SymbolJ / � . � ` � ��oo \ � » �» � Pl Sta 4+�.08 Pl Sto 6 +93.7/ Pl Sto 9+12.77 - ' - - - - - - - - ' ' �= 64° 44'�0.5" IRTJ p= 5/° 02' 11.2" (LTI �= if7��`1�4:6'1�T1 5.9% / D= 38° ll' 49�' D= 20' S0' 05.4" D�' 9' 32' S7.5" �—�� L = 169.49' � L = 244.96' L = �(78.59' � � _ � � T= 95.09' � T= l3/28' T= .96' �---'-- R= 150.00' � = 275.00' R= 6 .00' GRAPHIC SCALE SR: 1158 DESIGN BY: SB DARNELL �O zJr O �O �OO NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK CHECK BY: COUNTY: WILKES DATE: MAY 2017 SIONS: ESC_04 GRAPHIC SCALE SR: 1158 DESIGN BY: SB DARNELL �O zJr O �O �OO NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK CHECK BY: COUNTY: WILKES DATE: MAY 2017 SIONS: � � �, PPLY WAT R H D AR A I1 BARN � � Sirea�t Name: Un-named T' tary 1a S1ony Fork � BARN Classifica�ion:C � �� 60-Day Option Used ofe of Closs: March 31,1999 1 I 10+25 to 16+57 Left l ��`' +, River Basin:Yadkin Pee-Dee 3 Baffles Required I / � ,�<� � 21' x 6' x 3'1 / 6 57 � ���{�e Repuired BASIN # 5 � , k LP o�o -i- b' x 3' x 3' � I REPLACE ��o �o BASIN # 5.4 i / Existing Pipe + ° ^ • ` � � � ���� P � ^'``O� / � 1150 � � ro osed 25 R� , ; I-�/~ / �-- — �� "' _�'! �� v J �� �-' �Y��1��'�'��i�' ��-� - - _�._�--��--�_ � - .��.�.. ����„�-�- � ., :' . .,., S://.:�//. � �' - - - _ —... � � 1157 ��0 2�� b '� HP ° .+, � g+47 � � � ' / � � - 1.6% � � / �� rroposed 25' R/W •�• �� 117� -- 1�6� REPLACE � � � � �. .� am Existing Pi� i 1 Baffle Required �� \ y� Stre �� 6' X 3' x 3' � 60-Day Option Used `••' 1 Baffle Required BASIN # 5.3 16+57 to 18+47 Right Stream Name: Un-named � 9' x 3' x 3' _--�� Tribufary to Slony Fork / BASIN t� 5.2 /� ��-- Classification:C / � � � Un-disturbed Dote of Closs� Morch 31,1999 / /� Draina e Area River Basin:Yadkin Pee-Dee � / / g -��� � � / ,i 0.9Ac. � / // /� �----------- � �u` / / / ��� � `� � � // /� Use Slope Drains to carry wa r off fill siopes � / � greater than 10 feet in heigh . � / /� l�l $t0 f�6.45 Using a minimum size dia 'ter wattle of 12 � � / 0 = ll' ' �G.6=f L-�) — — ._ _ _ _ in. Install wattles using 2 ft. stakes and 12 � � / � j�4 � 28.�° --' in. staples on top of a 9 ft, s ction �f erosion � � / �� 246. � control matting. Use PAM o Wattles when � / � %_/2,3.�j ' I directed on Plans. � ' � / / /� _ /,200. ' , � GRAPHIC SCALE �0 25 0 50 100 SR: 1158 NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK COUNTY: WILKES ESC_05 � � W � W Typical Note: _ — — � Line with Arrow is a Ditch Line and � Fiow direction Symbol (NOT a Rock Check Symbol) _ DESIGN BY: SB DARNELL CHECK BY: DATE: MAY 2017 SIONS: Use�pe-Brains to carry water off flll slopes� �� grealer than 10 feet in heighf j �� / Using a minimum si�tlia(eter wattle of 1/2 in. Instal j�using 2 ft. stakes and�l'£ � stap�es on top of a 9 ft. on of erosion control matting. e M on Wattles when direct lans. �Z' "'O� � N � O Zp+62 � LP ��° W �8o ti � �� — ����— � — 2$% — d25' R� — � proP°Se REPLACE Existing Pip 1 Baffle Required � Typical Note: q� x 3' x 3' Line with Arrow is a Ditchliqe�ettd gASiN # 6.1 F1ow direciion Symbol (NOT a Rock Check Symbol) 60-Day Option Used Pl Sta 19+84.2 �8+47 to 20+62 R�h; � = 9' 32' 13.2" �.l— � — --�_� –4�'`�`��'� Un-disturbed L = 199.74' Drainage Area T = 100.10' 1.0 Ac. R = 1,200.00' � I ESC Ob / NOT WITHIN A DFSIGNATED WAT R � SUPPI Y WAT R H D AR A / �i �—� � � � � \ l � � ��/ \� � / � � � \ � � / ��yy O � °\� � 4 0 �' \�✓ ti HP Pronosed 25' R/W �Q1 N 22+12 �� / / 2��% � � % /�'�� – / 60-Day Option Used � 20+62 to 22+12 Right /�110/ Un-disturbed 1 Baffle Required Drainage Area 9' x 3' x 3' �.4 AC. / BASIN # 6.2 /��----� � / / / � � _ — GRAPHIC SCALE �0 25 0 50 100 1160 ; — � ��•'����% .• � � _ �� » _ -� —_�� y REPLA( � � � Existing tn � — _.. Un-disturbed : � Drainage Area ^j — — 0.3 Ac. ul � � + + � � n; � v � � 1 � � � Pl Sto 22 +86.70 p= l7' 48' S8.3" ff�Tl D= l9° 05' S4.9" � L = 93.29' T = 47.02' � R = 300.00' 1 SR: 1158 NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK COUNTY: WILKES Pro � ipe � � � a DESIGN BY: SB DARNELL CHECK BY: DATE: MAY 2017 SIONS: � OO + N 0 � Pl S#a 27+50.42 � _ �94' S0' 00.2" �LT 1 D = 57°i7�44.8" h L = 182.97' � � � T = 129.93' � � R = 100.00' � i ---��\ -��o \ ��D Sl1��LYW X ESC_07 Using a nimum size diameter wattle of 12 Use Slope Drains to carry water off fill slopes in. Install attles using 2 ft. stakes and 12 greater than 10 feet in height. � in. stapl s on top of a 9 ft. section of erosion � control atting. Use PAM on Watties when . direct d on Pians. � REPLACE / Existing Pipe � \ � �/ � � / � � / �k � � � S�ream Name: Un named \ � / / / ✓ 3 o n � ii Tributary 10 S10 y Fork � � � � Classificafi'n:C 4`���� 1 o I o Daie of Class� M rch 31,1999 � �' I � �v R i v e r B a s i n: Y a d i n P e e- D e e —_ ♦ � �� �♦ � } 3.40 . �...._ -�\� � � �� 'JGU GJ � �i � � \ _ Typical Note: /r Line with Arrow is a Ditch Line and Flow direction Symbol (NOT a Rock Check Symbol) Un-disturbed �� Drainage Area �0.2 Ac. �,.�n_ � � I �� � � 1 Baffle Required \� �� 9' x 3' x 3' 1 Baffle Required � � BASIN # 7.1 � 9' x 3' x 3' � ��o1 � �� J1 BAS W #k 7.3 1 . � t � �i � /?� �39 � � �y .... , �, :�� � � � // ��Baffle Re uired � / 9' x 3' x 3' � � / BASIN # 7.2 / � � ' Pl Sta 25 +40.12 � � �, �= 69° 45' SS:�" �RT I ��, o D = 57' l7' 4�8" , ,o �' L = l2/.76' / � ' �r,!�% T = 69.72j / �� R = 100.00' � � tia GRAPHIC SCALE �0 25 0 50 100 Q �,o"� ,� � � 4 /o REPLACE � Existing Pipe � � � � _ ``` �'_-HI---Hf- .� ��� `�_ 1 �o � 1 Baffle Req ed 9' x 3' x 3' BASIN � 7.4 / ��o / / �; : h�° ♦ � i � , � �i�' /`�j�' % i X� � i � .�� � --� ,�'�' ., . ��.� r ,A� �: / � i ♦�� p�� . � � `o� / � �%/. � �� / / � ' 60-Day Option Used p� 0 27+70 to 30+65 Right ,�- , i ��o� � � � Un-disturbed o � Drainage Area / ,' ,' � - — _ -�, �. 2.1 Ac. , � _l _ o O / _ " ,o �m / ��' �� � Pl Sta 29+32.02 � � ..�_ 2 eaff�es ,� a/ �= 20' ll' �:l"'(�I Q^��0 2 Re� uX 3d �j p= l9° C�S� 54.9„ / a,n � �.5 ,� L =i1�.76 � � T/= 53.43 , � � - � = 300.00' , � SR: 1158 NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK COUNTY: WILKES DESIGN BY: SB DARNELL CHECK BY: DATE: MAY 2017 0 SIONS: ESC_08 Use Slope Drains to carry waler off fll slopes __�� _� � NOT WITHIN A D SI NAT D WAT R greater than 10 feet in height. ��-- I��— M SUPPLY WATFRSHF� ARFA Using a minimum size diameter wattle of 12 / i� I���� ����� �, in. Install wattles using 2 ft. stakes and 12 / � � � — � � _ _ _ _ _ _ � - — - � � in, staples on top of a 9 ft. section of erosion � � � ' � � � � _ — - — - — - — � — " — � o control mariing. Use PAM on Wattles when ,/ � ��� ,��� directed on Pians. / / � � � - � � ��Hr � / / / / i � 11698,-�"� I 1160• — — _�_ - / o ��--� � 0 / i i ���' s% � ��5�-I 5.5 _ _ . – ,-�'�� / �� ,� 30� �� o�. N Q �—Pro os – –____ • / / / E'�� �0� 33+� � ��—�� � �'� / �`���p`•L i � — o / � i DaPi �`�`�' o � � – �' S.5 �° � / � ,� ia�i�16 / , �� F/ �- / / �� ��-' � / �'� S d 5 ��17 / ,- Z�R o �� � -' � /� /� // � AS��� �� �% ; ` prop� e � / / / � / - � � Un-disturbed + o' R� �� a► �. . / � � � �. � . � � p� 5°�° � �� ; Drainage Area — . � �. � � � ; � 1.2 Ac. � . , ,��o � � I �^� .' � ' � /'` –* � .v�� � � � � � � � / �. � 60-Day Option Used � �� ��f � �� 33+50 to 36+10 Right i ' � � / Un-disturbed ,�� � Drainage Area i �' Typical Note: / 0.7 Ac. ,' � Line with Arrow is a Ditch Line and 60-Day Option Used ^�o Flow direction Symbol 30+65 to 33+50 Right � % (NOT a Rock Check Symbol) � � ��2 eaffles Re uired � P� St0 3/ �82.� /,z- x 4' x 3' p= 4/° 05' S, � BASIN # 8., � p= l6° 2�l � .-� L = 25/�6' / '� � T = 13�:20' / xs�, R = .�'S0.00' GRAPHIC SCALE �0 25 0 50 100 (RT l SR: 1158 NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK COUNTY: WILKES Pl Sta f6 .27 26° l6' 8.0" (RT l = 28° �' S2.4" L = 9/.7 ' T = 4 .67' R = 00.00' DESIGN BY: SB DARNELL CHECK BY: DATE: MAY 2017 � � W W � : SIONS: Use Slope Drains to carry water off fill slopes Pl $t0 39+1/.66 Pl Sto 40�� greater than 10 feet in height. 0= ,j,j' 24' 03.0" (RT ) 0= l0'� ' 12.4" (LT ) Using a minimum size diameter wattle of 12 D= 2S° 38' S2.4" D=�° 05' S4.9" in. Install wattles using 2 ft. stakes and 12 �_ 116.5� L=�57.��' in. staples on top of a 9 ft. section of erosion T= 60.00' T� 28.59' � control matting. Use PAM on Wattles when R= 2DO.��� �_.3��.� / tlirected on Plans. � / � ��------�� � p� 60-Day Option Used � / � � 37+00 to 37+50 Left / � �i' � O — — — — — � � X ��— � � � �� 1 Baffle Repuired � � � � � 6' x 3' x 3' � W � X BASIN # 9.3 � � ��'�� \ /I /' � � 1 / � � � \ �- �r�0.� j ` � 2 Baffles Re uired � � �� � - � � A 13' x 4' x 3' 1 � / I BASIN # 9.1 � � �a� �K{'0 3 � O�� �/ j � � _ — — � _ — - �—F ap (Kf—O � Q� i i `L� / - , � , , s -�r�t " , �—' �i i - � RAVEL ��`����� � ��� � AREA ,�K,,,pblp �' � i�� �?�w , , ���� . �� � r�r�c;.,� � .. _� 1 _ � '�'o ► � � 60-Day Option Used �`� i 36+10 to 37+30 Right � ��. �O\ �—� � z � Un-disturbed Drainage Area ;r^ � (1 d A� , �a , ; Qo/ � Un-disturbed , Drainage Area / � r. 0.4 Ac. i� � � � � LACE i�{ng Pipe and Remove 4,•S ; Non-Standard �r p Inlet affles Required � 11' x 3' x 3' ASIN # 9.2 GRAPHIC SCALE �0 25 0 50 100 ESC_09 � � -�\\, \ . . , . � � J , , ., . . ` ♦ � � BAR � ��C I / � /� Pl Sta 37 +�29.62 / � �= 69` 0,�' 28.5" � 1 / / D = 45� ��� ��.8�� BARN � � L = 150�84' / / T = 8 .l4' / / R=15.00' � � / � � / /� /� � � � � � NOT WITHIN A DESIGNATED WATFR BAFI � � IPPI Y WAT RSH D ARFA ( SR: 1158 NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK COUNTY: WILKES DESIGN BY: SB DARNELL CHECK BY: DATE: MAY 2017 /ISIONS: NOT WITHIN A DESIGNATF� WATFR 4 IPP Y WAT RSH D AR A/ / / ��--�� / � '� / / 0 / / ESC_9A �c ,R � _--�� � � � ' '�o s � i � � � � • /� ''�,DRN . -- -R o �'� � � p ,- pvE�,,--- - . � �S � / �' `'' '------� `�'c � tr�, � — —' �. ' ' � � � � � REPLACE . � � �� � � — — � Q � Existing Pi j � � ._ � i � � �`��� �201 v� i �13 � �� � Oa � ��E°� W � � � � � . i TYPical Note: � . � � �Fa � h .� Line with Arrow is a Ditch Line and Un�listurbed � � �'� — � � Flow direction Symbol Drainal5je Area � ' o o � � �' � �. � �` (NOTa Rock Check Symbol 0.3 /;�. � 6� �� �� 8 . ` o` ` �,� � �' � � � � �� T`�y� � ` HOUSE 1 �� i � ��` � 0 o AC� ��\ ��� �♦ � � � � � n�� � EXl�fir7�Pipe ���2`'Qo �T�� �` ' ���' � ' �F♦ \ ♦ � �. � ♦ � � � l � � � 2 Baffles Required � � � ` � � �i 15' x 4' x 3' � �� `\ � � i BASIN # 9.4 �� � � / CAR � �♦ � � sHEo `, `..' - � / � �1 BARN / 60-Day Option Used � � ��� 37+30 to 40+50 Right �� �I ` � � ♦ � — � � �F,�,o i �� �� ` � ` GRAPHIC SCALE SR: 1158 DESIGN BY: SB DARNELL �O zJr O �O �OO NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK CHECK BY: COUNTY: WILKES DATE: MAY 2017 SIONS: Use Slope Drains to carry water off fill slopes �� greater than 10 feet in heighl. � i� � � ♦ \ � i �� i / � � � �i � '' / � 1 Baffle Required � � b, 9' x 3' x 3' �� I� m�. � ASIN # 10. ,�„�/i� �'� 1' �� � � �� ��� �1,. � � j Existin�g Pipe NEW � � � � /. PI PE � ��i O 1 2 Baffle Re uired� p�� 18' b' x 3' � ��� BASI # 10. ��Q� /�, : � � �Yd� 60-Day ption Us�d �� / w � ' Using a minimum size diameter wattle of 12 SI NAT D WAT R in. Install wattles using 2 ft stakes and 12 in. staptes on top of a 9 ft. section of erosion Str Name: Un-nomed �� control matting. Use PAM on Wattles when ' Tr bu�ory to Stor�y Fork ��� directed on Pians. � Classification:C �— _ _ D e of Class� March 31.1999 � -- ��` iver Basin:Yodkin Pee-Dee � 1 � � k Soil Type 3� � . � and K factor ����� '`�1 (tYpical) OaP ���`/'o � G 1 Baffle �OQ � Required � 9' x 3' x 3' � ASIN # 10. -L� I �' � � //�� , � 2 p% �c ESC_10 i / W � � � �k W ' _ _ - - _ _ �/ � / � �-X-X X � m _ � , �_--�'� � X , , ,_ — — _ , DaA (Kf�.�3 .1�X'� DpC2 (Kf=O_17) _ , _ � � � � Baffle Require 1120 � �j FaD (Kf=0.20) � � / ��130" � 9' x 4' x�2' _ � � AsiN/ �o. � � � Un-disturbed — � Drainage Area � � � � 60-Day Option Used 2,5 Ac. � � � � / 43+55 to 48+44 Right � � � � 40+50 tc�43+55 Righ� �� � � � / � / / � � � � / � / � / � / ' ' � ' ' � � / � T)� � � � / / / � � / � � � , � � , � � � � � � � ' / � � , , . GRAPHIC SCALE �0 25 0 50 100 � � � � � � � �� �� � � / / SR: 1158 NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK COUNTY: WILKES �—_— ---. � DESIGN BY: SB DARNELL CHECK BY: DATE: MAY 2017 SIONS: Use Slope Drains to carry water off fill slopes greater than 10 feet in height. Using a minimum size diameter wattle of 12 in. Install wattles using 2 ft. stakes and 12 in. staples on top of a 9 ft. section of erosion — 1110 — control matting. Use PAM on Watties when � directed on Plans. _ ------� � �124 0°�° .� 2 H/� a 4g+44 � � �� � - - --- -��� � � �� ------- -- --- -, �� "- -,_ _—x�!�x-----i( � Typical Note:� " \ � ,Line with Arrow is a Ditch Line and �---.— � F� ciuestier�Sy�el — —�13� — ��� _�� ,� ���____/ NOT WITHIN A DESIGNATF� WATER S IPP Y WAT R H D AR A X \ �'''o� O � � �\ � \ � � \ \ \ \ � \ \ . ��d 2S Riw � �>>�o . � ��20 � � � � � � REPLACE � � �� � � Existing Pipe \�`��_, 2.�� �x (NOT a Rock Check Symbol) X � � Pr \ � � � �� � \ � ' – , , , _ _ _ �x� � S . C H—� ���30\ po �d25 R � � 270 --_, –_ �l/V � � /o � � REPLACE � � � ` � � — — — _ _ ------------� X � ExistingPipe � y� sU� ��2p\ — � 60-Day Option Used � � � , � � � �� �� 1 Baffle Re uired � 48+44 to 50+80 Right � � � \ �` ♦\ 9' x 3' x 3' X � � Un-disturbed� � ���qL�� � BASIN # ». � � Drainage Area � � ��p � � � . � — -- .� � 2.8 Ac. ��'F`'` � = � ��--- \\ �� ��` 1130��\ —�� � � �� � ESC_i l — _ _ _ _ _ _ _ _ \ . � O � X . � � pc � � � \ � � • � FdQ� 2(fff �� � � �� (!�f\ . Oy � � � � �` �` 02�). \) Pl Sto 47 �4:$� Pl Sta 50+8�?rt — _ _ � � �� � x 0= 27' 27' S4.�(�f37'J p= l0' ll' 40.1" ILTJ --_�� �� � D= l9° 05' S4.9" �� D= 2° 5/' S3.2" `; �— _ — — — — � _ 143.8/' � � 355.85' `� �� � � T � �.�,3/' T =%i�.CZ � �. x R = 300.0�'� , R = 2,0OO.OZT' � � _ �� `, GRAPHIC SCALE �0 25 0 50 100 SR: 1158 NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK COUNTY: WILKES DESIGN BY: SB DARNELL CHECK BY: DATE: MAY 2017 a SIONS: Using a minimum size diameter wattle of 12 in. Install wattles using 2 ft. stakes and 12 in. stapies on top of a 9 ft. section of erosion control matting. Use PAM on Watties when directed on Plans. Use Slope Drains to carry water off fill slopes greater than 10 feet in height. � � � \ �x x ��\ �X � ���- � � � � � � _ _ X�X- —�--____2.7a/ � �o =--'-- ''� - ��� Typical Note: � � �� Line with Arrow is a Ditch Line and ��2p �q �Flow direction Symbol 1� (NOT a Rock Check SymbolJ � �� N�� � � � � 60-Day Option Used � � 50+80 to 53+60 Right � — _� � ---- � - � � � \ \ � \ » � � 1 Baffle Required \\ 9' x 3' x 3' � BASIN # 12.1 \ Un-disturbed � � 1 � � � \ NOT WITHIN A DESIGNATED WATFR � S PP Y WAT RSH D AR A � � � � � �� � ESC_12 / � � I + 1 RETAIN ea� � Existing Pipe � 5'��� � I 1104 � 55+7 7 � 1 Baffle Required ` 9' x 3' x 3' ASIN it 12. � X � 2.7/0 /-i- LP �o�o � 1 B ffle � quired x3'x3' � ASIN # 12. W - � ._� i� �y \ _ ` -♦ "' _1100 w � . ` �Proposed 2 �w �, rn \ � ��'-p `� / p \ ♦9`��` f � � 1 Baffle Required Drainage Area � � `�-A � 1.4 Ac. \ � 2♦ I 9' x 3' x 3' 1 Baffle Re uired \�(� � \ � ��� I ASIN # 12. x 9' x 3' x 3' i' I � � � `� ASIN # 12. � \ o � . � '' / \ \ � � �♦ ' � � — � � I Siream Name: Un-named � \ \ � Tributary to Stony Fork� � � � —�--__�pC2(Kf- I � � � —0.�7 � ♦ Classificotion:C � Fa� (Kf=p 20� � — I _ _ _ _ — _� - ; � Date oi Closs.: Morch 31,1999 � \ � \ � I �n � ; iver Basin: Yadkin Pee-Dee � I I. � k � / � � / � � �` �� � �` \ 1 ` / � 1 / / / � �� � / � ��'`� �� k I \ I i � � �. . I I , GRAPHIC SCALE �0 25 0 50 100 SR: 1158 NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK COUNTY: WILKES DESIGN BY: SB DARNELL CHECK BY: DATE: MAY 2017 SIONS: �NOT WITHIN A DF Pl Sto 57�94.7� � p = 46° �`5' 12.4" (LTI r - l9° 5' S4.9" � = 2 .06' 'r T = l 8.64' Using a minimum size diameter wattle of 12 in. Install wattles using 2 ft. stakes and 12 Use Slope Drains to carry wafer off fill slopes greater than 10 feet in height. � � � � / � � � / , � � . � / ' in. staples on top of a 9 ft. secGon of erosion � control matting. Use PAM on Wattles when / directed on Plans. � i ------------� 4.3% , � � �. �" ' �. . � � � .'�r . � � So�� .� � �� ,'� . GRAPHIC SCALE 1 1 1 It " ".::.:' :::. � � / � i � . . ,- � ' ' � . , � • . / QoSea � �� + � �� ^ s / ESC_13 GRAVEL DRNE � 1128.5 \ � � � � � g�� � D� �� ° � _ 6q+'SO�� �/ . � ,- �� .' i/ � � .� � � . � � � � + � �. .� i�5����•�' cP �� /+ s � �o ,�, /�" /1 Baifle Requir jy�' � 9' x 3' x 3' �+ � BASIN # 13 e ,�a�a / /+ ��i �. , � �� , � / . ' / I/ �I �o�o // Un-disturbed / T�T �` R� Drainage Area/ v,� • i� � 0.8 Ac. � �I^' �, + / �T ^�� 60-Day Option Used o, o � Typical Note: // 58+50 to 61+50 Right J��� i+ Line with Arrow i� a Ditch Line and � I Fiow direction/�ymbol / � (NOT a Roc�l Check Symbol) / i � / / � Pl Sto 6/+54.44 / p = 48' 20' 00.6" (RT / � D = 28° 38' S2.4" / L = 168.72' / T = 89.74' � � � � R = 200.00.''Q \ SR: 1158 NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK COUNTY: WILKES DESIGN BY: SB DARNELL CHECK BY: DATE: MAY 2017 Z � � � � s SIONS: � NOT WITHIN A DESIGNATED WATFR Use Slope Drains to carry water off fill slopes Using a minimum size diameter wattle of 12 � L �� S IPPI Y WAT R H D AR a greater than 10 feet in height in. Install wattles using 2 ft stakes and 12 L � \\ � \ in. staples on top of a 9 ft. section of erosion � �\�� � control matting. Use PAM on Wattles when � directed on Plans. �� �20. ` �k '� \ \ \ _ � 4.ga + \ \ � � � ' � `�� `� � � �� ♦ ` � � k 48i �`��.� \ � � `` � � � � � � � � •�� � � (O �. � � `. � \ \ ��� � `� \ � \ � � � � � ♦ \ ` \ � � ` \,. \ l � o REPLACE s�0p� Existing Pipe � Un-disturbed � �'S � Drainage Area � x� �,\ ��` o'A�� � 0.7 Ac. I � � � � 60-Day Option Used I � � �� 61+50 to 65+50 Right I I \ �� . n'� I �\ ., � � � � � � � Pl Sto 63+60.52� �= 35° 08' 2/.9'� fRTI D = l9° 05' S4.9" L = 183.99' � T = 94.99' � R = 300.00' \ GRAPHIC SCALE �0 25 0 50 100 i �, � � � -� n � � 1 Baffle Required �. I9' x 3' x 3' + c��� � BASIN # 14. ��� � \ \ � T, T �c I ��\°'p —� �O � ► ��� I Soil Type � �o\ � \ and K factor J\-' Typical Note: \(typical) �� Line with Arrow is a Ditch Line and \ '� Flow direction Symbol � ,\ (NOT a Rock Check Symbol) SR: 1158 NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK COUNTY: WILKES ESC_14 Pl Sta 66+27.85 0= 3' 47' S2.8" ILTI D = 2' Sl' S3.2" L = 132.58' T = 66.3/' R = 2.000.00' ♦� � t ♦ ` . ♦ ` . `��o � , � A ♦ � 90 �♦ �. . �o DESIGN BY: SB DARNELL CHECK BY: DATE: MAY 2017 � W � � � s SIONS: Install 1 Rock Silt Check Type-B in CWD \ �\� QC � / �\ Un-disturbed � Drainage Area � 6.9 Ac. \ Using a minimum size diameter wattle of 12 Use Slope Drains to carry water off fill slopes �\ in. I nstall wattles using 2 ft. stakes and 12 greater than 10 feet in height. in. staples on top of a 9 ft. section of erosion � control matting. Use PAM on Wattles when directed on Plans. � � � � � \ � . �` � 7 `� \ � 90 `♦ � o ♦ \ ` ` ♦ \ ` \ \ Clean Water Diversion Required 65+50 to 68+85 Right Un-disturbed Drainage Area = 6.9 Acres Surface Type : Pasture-Grass @ 11, 2% Flow Discharge Q(10) = 16.8 cfs Ditch (channel) Slope = 1.9 % CLEAN WATER DIVERSION STABLIlCt %CAVAIED SOS. STA3Il'_7ATi0N MATERZAI GiOr�.xtt�t; aF-siTE C_EAA WATER-s p_5' 9:1 2:1 I ,I ", q r_ 1� � �� ��� '` �\ � ,` �`� \ �� � �'� ��` �s� NEW PIPE 1 Baffle Required � �� � ��` a�,S; � 9' x 3' x 3' h� � 'A� \ BASIN # 15.1 x � Cg ♦ � 00 ��• ~��,, � ` � � ♦ � Install 1 Rock Siit Check � � � � � Type-A at end of CWD � � �♦ . � Pl Sta 68+ 46 � � = 2° ' S9.6" fRTI � \ D = ' 49' //.0" \ - 73.74' � r = 3s.ss� � R = 1,500.00' Typical Note: � Line with Arrow is a Ditch Lirn Flow direction Symbol (NOT a Rock Check Symbol) GRAPHIC SCALE �0 25 0 50 100 � � � �� � and � \� � `. ♦ � � �� � � �o �- ♦� � Install 1 Rock Silt Check -� Type-B in CWD � („ � ESC_15 � �� J � / o � / � � � \ \ X Stream Index:l2-26-(7) � Siream P/ame: Stany Fork � Clas 'ficaiion: C � Do1e of Cla : March 31,1999 \ X River Basin: adkin Pee-Dee � \ � � \ W \ x � � � � � � �X \ 1� �X � � ��� � 0 1 . 1� x � l� ,�� '• ` SR: 1158 NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK COUNTY: WILKES DESIGN BY: SB DARNELL CHECK BY: DATE: MAY 2017 VISIONS: PROJECT REFERENCE NO. SHEET N ESC 16 �I � � � � Use Slope Drains to carry water off fill slopes � � I I I greater than 10 feet In height. �� � � � � �o • ♦' � �O � x�� � I I Using a minimum size diameter wattle of 12 �� � ���-o `9s � co \ I in. Instali wattles using 2 ft. stakes and 12 Typical Note: \�� �s � 1. 7/ �� ° � in. staples on top of a 9 ft. section of erosion Line with Arrow is a Ditch Line and '�- �� � �Q' �osp, � v � I � control matting. Use PAM on Wattles when Flow direction Symbol —� � �% � O I \ � � � \ I I I directed on Plans. (NOT a Rock Check Symbol) � m �� + o� �pAqp�, � I Clean Water Diversion Required .b � � I 68+85 to 71+90 Right 1 Baffle Required � �s �� '� 1 � �04, 2 1 Un-disturbed Drainage Area = 7.7 Acres 9' x 3' x 3' �pe � ` � I S u r f a c e T y p e : P a s t u r e- G r a s s @ 1 3. 4% BASIN # 16.� � � 1 � F l ow Dischar ge Q(10) = 18.1 cfs � � � REPLACE � '�j � \ \ o o •, \ Ditch (channel) Slope = 2.4 / �Existing Pipe �� \ C�EAN WATER D�VERSION y� � ��' D���� ���' x ��° \ \ E D PROJ T\ `"°t t° 5`�' � S�A6Il.IZC CXCAVATED I \ � \ \ \POT �O I 2 �V% l \ GEOTEXTIBE`iLA���� NA'fRIAt. } • Off-S:i:T[ j -� � � V � � GLCAN WATER -� 2.5' _ /\ I \ \ � �� \ r \ 13.4:7 � Un-disturbed Q � \ I I �o � Z ' � °' � ! Drainage Area � � c� o ! 7.7 AC. 1 Baffle Required � \ Z �� �\ ` \ �\ \ �` � f 9' x 3' x 3' X� c+� \ � \ ! ASIN # 16. � \ �� � \ � � � i RETAIN J`� � � \ � Existing Ri� � \ ��„ � �,y � � �� '\\ � \\ � \\ \ \ Rap Slope Di � �� \T o 2 � o ` � \ �\ \ � � � � Un-disturbed \ � \ ` 9 \� � � �\ � \ � Drainage Area \ � \ \ � \ � �\ � � 0.8 Ac. � � � � \ � \ � � \ \ �'jo� � ` �� � � � � \ \ � Sire Index:l2-26-f7) � \ � \ � \ � l$`�O 7/+33.�6 � � \ Sfream ome: stony Fork � � � � _ �' /4' /.3.6" (RTI � � � � \ \ C�as 'ficolion:C � D = 6 /' S8.3" � � \ � Date of Clas ,ua��n 3i.1999 � � \ � L _ 192��� � � � � \ \\ \ � \ River Basin: Yadkin Pee-Dee . � \ �\ � r 9s.48 ` R = 900.00�' � � � \ � � � �� GRAPHIC SCALE SR: 1158 DESIGN BY: SB DARNELL �O zJr O �O �OO NAME: CONLEY SHUMAKER ROAD TOWNSHIP: ELK & LEWIS FORK CHECK BY: COUNTY: WILKES DATE: MAY 2017