Loading...
HomeMy WebLinkAbout20180277 Ver 1_Courtesy Copy NW3_20180226` F .�rH ,.-0.. �� �P ' � ' . b I 9' I Q� . �O 9� � F�%I N�nF rn."'` DIVISION 5 PIPE REPLACEMENT - PERMITS Count Person Road Number (Name) SR 1574 (Carl Adcock Road) Location �T 36.39875 LONG 78.85478 Basin Roanoke Stream Name UT to Ma o Creek Classification W S-V Index Number 22-58-15- 0.5 Material RCP Existing Structure Size z 24" Len th 60' Material same as existin Proposed Structure Size same as existin Len th same as existin Cuitural Resources N/A Habitat Dwarfwedgemussel: No northem lon -eared bat: No TB.E Species Present Dwarfwedgemussel: No northem lon -eared bat: No Biological Conclusion Dwarfwedgemussel: No norlhern lon -eared bat: No USACE PERMIT non-re ortin NWP 3 Permits NCDE�-DWR PERMIT non-reportin WQC 4132 BUFFER AUTHORIZATION per endicular crossin <40LF of new impacts = EXEMPT Field Notes: - /Ib y-roW � � /� / L ,�� .�1�:: GG8 . STRild/)1(� l+rQ ,lG� 1 / p��f�N �L � euNsl-� ? `!� tr. �� ,�y> >(�» _ i.e,�,o,-rs�:��F � x dwclyac �l..��e.l r � � ��� Ix/.�+ s+.!-4f b s�r � < � < < < G'x�' > > > (� > � SNk�` �:� =k �� � i� �C✓M%��Cr1 � Completed by: Heather W. Montague Division 5 Environmental Specialist: (252)598-5106 ROAD MAINTENANCE IMPROVEMENT PROGRAM 2/20/2018 � ry� g�4 �r � �ir y.. �. "� i #� � � �, �- }�`d ;,�'4:� ,' � �j'�r :�.'1 rp :7l , ¢ ���� � �i+x' ' F r I . s f' � i '1 � I P � �� . aY � l+ �/ � ! -� �.s s .�'eit#T ,rt, i4 � . �'1 �4r��` � F+� f.f rt ��,� 3'w .��; ' g � ���4�k? �5�:�� �c? �� � �S � p�� y '� �� r i -_ � ; �, * k.:A •�. q �•� , ' , �� �:34 �-' a : dJ� ; h � , � e, r:� � �� � ,� '� s '� ' - 4, � 1 ��. '��� .'�� • �r�b ', � '�•� � � � +' `� `f � 4 � L �t t�"�` � � '^ `s ��f $ f � f .� � � 'r � �'� : { ? r�`` , j 1,, .�, ' � ,�'�&,k,����,� ; �.� � ;':.� �, .1 �,.. �. :�a- � . . . yr � ' r ��{�� ' ♦t ` j� L � L , _ � ��4` � f � ! � • .. �•� t"�`e�� .. F 1.+ -�A'y �.f� � I � . ��-�1���=i } , � � , � � r 4� c �� !: ,� <� . r_' . � �g`� �,v L Fi . � _ l�r ' ' �• �- rA v, •�' � y �`�'y`�. - ��� ���, : ;��� , ! r{i �.te-9 y � f � C 1 4 � S �~ T.` � � � �.l � � � r ���'a.A _- r < v �` �� .. _ r.� �� , �.� r�}- � � - �i �, � Y. �'" � 0 � ,�. ; �`^tiA.��( �'� �•- '+ 3�'-. � 'tN .� '.,4tlt - � � "�' "' � `r t� � t��,'�`� ;� �_., §�,, '`� '� " � i j" ' {� � �� , . - �, i _ ""' 4. Ys ,�` %t- ; �•`�, �f` . �'R y. _� �-a '3 te . "�LM �- e+ � �1 `y h ` �r`7 .. a'e �,y �' y ► t � } - � y ���. l 4� r '= � . v� � r. � . � � -- x'.� 's .�� . }`�,-� .r � � Y y� r +�}.���', k �. �, ` u - -t . : �ry �, i - ,; f 4 :-# .. . ,. � . .. - . .� ,� � -r� � ��r 45 aa � -- �,� . � r.: . -� ' �`t. ,1 Y� � 5' � '' x� . _ '°�. � C�,,,,. __ry r�� s��"3�y'_.�o-#f � �i �� � _g ��*- t^ - L+. r� � . � 7 �r.�.-,��� � s-.g �F+" r �-�; � �� `"w � a ,, . � a � . ._'�7' w ti �� s � ?-� � 'VVa "� 4 `-yi' _ .. � f � - .� � y . a 4'fy, J �-t TMF') Cc ,; ' � s-� . : �. . � � `t.a.r ) �� iC"-'� �� � �`.{ � tf, t �!?,�1f �� �,,: ..� > 7+�-..�5 . . y ,- ,i -.,r .'t . _ _ a `✓ V, . " � �f � h' .t �, j'Y �� }i ,y ,•�SY�'.V91�'1y k`���• S* T*.L ���� - . . . .. � . y � � L . 1P' ic "� c� , . - 1 �, . k,�y q � ;� �,,,� Ar � ' ' � . ,�[� '�`� � '� 1 . ,. ,: i .���.-�,. ".+; s-ti,tj.a7 �c ,• r �`��,! . r:� � _ .:�:� � - a �Ij' o � � o � - � ' l, R � 41 �D,J-�S+r � � _ . �-y J'�"' a c . _ � 4� � c ` � � y�Yi. _.�� .� y' � � �, '� y{y� � y� � �'r y� ���t w�`�i " r' � e�x�4tt''�r�,�-_-`�t'�S' �' ` ts ��= �^ # � k � a , . ';.rr t''4,�,. ..��d.' R�a��fJ ���.'� �':�`��t ,'E"�}'3���. `1��.,,.ti`�' � � ��i.rr�'m,. Photograph 1. Inlet �_ - ,l � � � . ' }_..` � d � '�� �-�i. �i �\° I f�y.�` i I 1�� M1 !� �+ � �--� '1 v s �� i : � � i I � a. �k(� 1 � ��"�' t �� i i .+ � 2 � r r � y� � � � � i i 2, f w .. w , r`}Y }��' a � �, �- IY ,'m_'°' ', ti .a _�„�'. �7A.. r $ � \� n` ' � �,: . ` .' � �r� � { ,1,�s„ �y '�`;� � ,;�, ` �, ':•: s , �� r rz ' �x ? ► � Q y � � �, � _ ,�, i. � !1 r � t � , d � ,� , �,�> a � � �;� £ � ! .a� �, , , e � . .w�. �. f1�. hti.� ..�. �P M�'-.4� � (� '_j; � .�� ,�„� �' '�� j �� � r< a � ; 3 �'i%�.�M_���� �� �J 4� � !'� y3 �;-. ,�S � 1 d .. ` bir ' C- ^ 1 4 a� � � � � � 4�r tl^i F.+ ' 'y� �. . � � . �;� } ,'� t . F '_ " �` �e Y `' *, x'� t . „ a �' 4 � t� � • '�, � p` \i �e3++ ' , t`9"L �'- • ,. _� z-r, M .. �, ' � a :. . ., k � t . �r3"r „i►•' _ �r �s+ �k ak -� � �, > : h' � 1� y 4 T � �s r'�-�� Y � . .��v id�['< :�9e9` � -: r .' �.j� �'� `� ' `�' � . � r� r��._ � � . 3 _ -h ��p q7 � �� t .`� t� ��. �7 s . . i "3� k. . F-- i,�* . ' 12 � -v^i � �,E -�'. -� u* �. : _ w��. �' i „-� � � .. �. + �, . � � � . = � - - _. �,. �., -< � _ ' � � � .&. _�� ' y`A` ,yy� P' y d � -�_ f''l"`i �� p �.'d�V j9 ��_�� � d le'. . a� S : ��e / !� '��' +y,Y �,Y� �'� ; '• I p r ` ' - " .� �< � -. ��t` �. . '° F r�'^ � � w��,��z�' �n '' 9Y�' "�A .+� �� r,, , �., 'y��§.,_ � � d �. Y f � , ��, ,^�, 'P" '. . ,�.� . 4 � s v s, s .' �� "= � . � f,i: � � ? . �' � _ i- �; �. , . , .. �, i�`,�,C;'.r . �� , �t. +�..'E. 4r t•� ��a� - . :. - . r�'.�',' : ' F "F '� � F r�. � .. - . .�i 1f � i -'� . � 5 ��R' � ..: � ,� ,. t:.,�, .� ;�n �.�. :.,..�� � � _ s. � �`','�' �'' � "�'u;*�°'� ,�:=,-� %s A L f � �- '� � � �� .'� ,"' .��/ i�> '.+ir`1a . .�,r1L �• '�� Photograph 2. Outlet � � � � MN ? t 4 � �� � �r ;��'1 � aF ; � � � �. ,,�: �r�'�_:"'� � , � �� �* As� 3a, 7* h�� $ �k � , ` : i �p �at-, " 'K � ,;' y yy' � .a �4�h- . � tr � i �47 .�, ° r.��. � T � SI � `�� �! . er�'- ;� �, h� i� ��� ':�� ��� � � � y � � , �� —� i ry , ' ��. � ,, t�s � ,.. s :� � ;� # -�.�� "c_ s�t;. � .{ ,i,� i �l�,t • .�- ^i.'.�°�'!�: �r � da �. _ . . J y.� ���� i �� ' ni ,�� Y� '. ' �. � ��.r -+�=o � T� ,�� }� , r .r + `3' � 'i . `. . a ._ �� i x�'.,�'°k, �� '. t,,. �.-� r�.y -� �. � � -�1� '- - �3 - t-i� � �j.,',� � ,,����� � �»� SR 1574 (Carl Adock Road) in Person County SR 7574 Carl Adcock Road Person CounTy USGS topo - Triple Springs _- �- . _'-s:�-� . .. �s_.. � y�-��...� � � .� i . " �� Figure i ) / f -. ,/ � ' � � � � L/ ; '�i ^: . �.:o. . . � � .� . . . � � ,.. � -� -- T;-� r j+ �:��, -11 � r\. 1 _ / �R �0 ' � / � , y� �" -�. _ l �� l �� ,� � � , / �;��--. � �. � �- - . �>.- �. - - .. _ �. ., � I 1 ` A { 1.` M� . I . 1 \ 7� � V \ .o , - � ' -; � �� � _ .:r- - �''-� .I i '_ � .�-�. � - t - �ti� ���.-. ; � � � .� " _ . ... - . :�� � � _- :-. ' � • . ' r � � � � t - � I I,� � � ` ' I'.' .. �� � / � /i� � , ��� �.L, T( ����i� , if �."s� I � � �f b� y' ti . U 4 �- —. � y� %� " .Ci � O � q• � `�.i � � "co�,abh.. . . _ . .. _ _ — . . ,k��; 1 �>.- SR 7574 Cad Admck Road Tr � \, y�� � ��� n. � � PersonCounTy �i�r�� ,r ^�., SoilSurvey Figure2 �f^F �� � e � � i � &� � 1 r �i�:5 �L����� � �j� � �:. 1.. Q",.. _� � ��. � �� �� � '� � . � ,� ' � J ( i ro �.� lY S% � S � o� c '� �^�� � � � � � � JI�T �� ���� / N� � ����� ,, �� ;��d�� ' I$` � _ �A +, ✓ v� � ' � I,�,{� ���;� � �� • f.,�l✓/ `�� •r�. F�J �� � �f� V ���,� tJ�:r u \ I1�1 ��.1 r-. / � . 7 FF;. i������� �� �;��� � r � � � �T � J � � .w �� - �� _ � i �� .. /`�. .. � � � �—�'1 y _ -'� � � Lml � t. {r I� . _- I { � �� � ��`�c.. I "' � ^ I �'��'.r �""6 2� . xj _ . � 1° �rf� ' �+ '. ��'� � �� � � � �� .� h °"' �-., `�� � ` � � � ` 1 ` �y � � �s �- �+ _ �i����i �� - _ _ �,�_ - �.,,..,...,.;ro .. �.„,.,,. �,,..,. ���'�3 EDGE OF PA` PIPF�CULVERT OPTION 1 SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA: OPTION 2 (WHERE ROADSIDE DITCHES ARE PRESENT) �EMPORARY ROCK SILT CHECK TY �ND/OR WATTLE MAY BE USED � � �„�,� � � �� ���TURBANCE 1. INSTALL SPECIAL STILLING BASIN. 2. INSTALL UPSTREAM PUMP, TEMPORARY FLEXIBLE HOSE, AND STABILIZED DISCHARGE PAD. 3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION DISCHARGING ONTO STABILIZED OUTLET PAD. 4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS. DEWATER WORK BE DEWATERED SHALL BE EQUAL TO ONE DAY'S WORK. 5. INSTALL PIPE(S), STREAM BED STABILIZATION, AND SLOPE STABILIZATION AS DIRECTED. 6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS IMPERVIOUS DIKES, PUMPS, TEMPORARY FLEXIBLE HOSE, AND STABILIZED DISCHARGE PAD. (DOWNSTREAM IMPERVIOUS DIKES FIRST). 7. REMOVE SPECIAL STILLING BASIN AND RESTORE AREA TO ORIGINAL CONDITIONS. ZO N E. AREA TO DIKES. REMOVE 8. STABILIZE ALL DISTURBED AREAS THROUGHOUT PROJECT WITH SEED AND MATTING FOR EROSION CONTROL. NOTES: PIPE/CULVERT INSTALL EROSION CONTROL MEASURES PRIOR TO ANY EARTH DISTURBING ACTIVITIES. INSTALL SPECIAL SEDIMENT CONTROL FENCE BREAKS OR TEMPORARY ROCK SILT CHECKS. TYPE-A AT LOW POINTS IN SILT FENCE. FOR OPTION 1 INSTALL SILT FENCE SUCH THAT ALL EARTH DISTURBANCE IS CONTAINED. FOR CULVERT CONSTRUCTION SEQUENCING SEE THE PUMP AROUND DETAIL OR CONSULT "BEST MANAGEMENT PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES". ALL EXCAVATION IN JURISDICTIONAL STREAMS SHALL BE PERFORMED IN ONLY DRY OR ISOLATED SECTIONS OF THE WORK ZONE. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW WHEN NECESSARY. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK. THIS INCLUDES THE DISCHARGE PAD, DIVERSION PIPES, PUMPS, AND HOSES. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO MAINTAIN STREAM FLOW AND TO DEWATER THE WO RK AREA. INSTALL SPECIAL STILLING BASIN IN VEGETATED AREA WITHIN RIGHT OF WAY. DISCHARGE SHOULD BE DIRECTED THROUGH VEGETATED BUFFER AWAY FROM WORK SITE. INSTALL SILT FENCE AS DIRECTED TO CONTAIN DISTURBED AREAS AND/OR EXCAVATED STOCKPILES. BORROW MATERIAL FROM OR DISPOSAL OF MATERIAL TO ANY UNPERMITTED SITE WILL REQUIRE A REC L,AMATI O N PLAN . INSTALL PIPE(S) IN JURISDICTIONAL AREAS IN ACCORDANCE WITH NCDOT BEST MANAGEMENT PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL. EDGE OF PAVEMENT FLOW � � w LIMITS � � w �REAM OF DISTURBANCE � 0 w �������� ������������� ����° ���������� �� �����������°��� �������� �� �������� RALEIGH, N.C. 6���L� J'��1V ���� �������'1.����l�l � �D1�AWING� N�°�° �ll$AWN 7[°� �CA1L1E LEGEND: �� � IMPERVIOUS DIKE PUMP SPECIAL STILLING BASIN STABILIZED DISCHARGE PAD (GEOTEXTILE) EDGE OF PAVEMENT EXISTING TRANSPORTATION FACILITY (ROW) TEMPORARY ROCK SILT CHECK TYPE-A AND/OR WATTLE TEMPORARY SILT FENCE � w � � � � w � � w w w F�ow� I'' �i� ��I I'' - �� I'� ��� �i .� I1� C�� I'' I : I'; .� . . (�� .�� � (�> I'� I•' I•' I : I'� I : I'' I •� � - : ��I I : .�� " I � �� , � � I'� � I1� � � I � C�> . � �� I . � . . I'� I : �� � I � I : I'� (�> � C�> . � � (�> . � � I � 1'� (�> I . I1� : � I � �� I .