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HomeMy WebLinkAbout20180243 Ver 1_b5393_hyd_erosion_control_package_20180220� � ALEXANDER D. SNIDER, PE ROADSIDE EN['/RONMENi9L fiNGlNEER 3064 I.F.VRL III C&RTIF/C,9TION NUMBER TRENTON J. CORMIER, PE ROdDSIDE ENVIRONMENTAL PROJECT ENGINEER 3377 LEVEL III CERTlFICATION NUAIBER GRAPHIC SCALE 25� PLANS Z5� PROFILE (HORIZONTAL) 5 0 10 � PROFILE (VERTICAL) THESE EROSION AND SEDIMENT CONTROL PI.ANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST /, 2016 AND ISSUED BY THE NORTX CAROLlNA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES. � " I � �� " I � I : (�> I . (�> I'� " I � I I � �� I'� (�> I I : �� �� Y ����1 \ �� �����A J.1 .1L � I'' I•� .� I�(�� I'� I'' I'� (�> I'' (�� � I II� I-I I�, I-I `\ '� � I. I'� C�) � I C�) \�(�) \ I'� C�) I. CLE VELAI�D CO U1�TY 1B1�,lIlD�l� ���� b`9� �� �� 1���b� ,��y�� ������ ������ `1C Y"1PIE �1F ��]E'd][�o �1l$?�II�][1�T�� IDIR,r�][N��iC, 1P?��%l[1aT�, �C�T1L�'1�Cif'R�C'9 �1�,��1�1�I �C��'�']E��IL. � I'!E��1N"1Fll� �C'CO��`lC'lE��i� Op0 SD OP`� R 9E�'��oO `S `;bp31 � END BRIDGE % -L- STA 14+54.00 � Prepared in the Office of: ICA Engineering, Inc. 5721 Kingdom Way, Suite 100 Raleigh, NC 27607 NC License No: F-0258 Designc� by: ALEXANDER D. SNIDER, PE 3064 NAME LEVEL 77! CERTIFICATION NO. '(O RpPO QN��A� S�N$ �1 Reviewed in N� Ofiice of: ROADSIDE ENVIR0111ME11ITAL U11tIT 1 Souih Wifmington St. Raleigh, NC 27611 2018 STANDARD SPECIFICATIONS RevieWed by: NOELLE RING, CPESC STATC STATE �ROfECT R2FERGNCE NO S�en N ���, li�P,l�R��� F�`1 E PROI.!VO. .w.PR01._ . �65CRiVT10N E�O�I�N AND �EDIMENT ��NT�OL MEA�iI1�E� Sed. R �.4�;y�,io� �y�6o1 16�p.o� �''e�ngosarq �e�Q �iEc�i_ _ _ _ _ _ _ _ _ _ �so 1�/3pc,a� °ll°emnporarg �iversomo - - - - - - - - - - - - - � �v � IpaY•�l �'emPorary �i�E �'emce _ ' _ _ _ ' _ _ _ ' —._'—_ 1 �EA�l ��ecia� �e�imewk'�-'aoiro� �'ewce . . _ _ ���%'�T�� � ' / 1�2'�,Q] "�1'en�ryoa�ry �ermns a¢ed .ilope d➢rain�s _ _ _ _ _ _ _ _ � � 1�$Q.QL �11e]fB�a6mTy�e]�--------------- %G�7, � 1633.Q1 �'e��o�aPr Rock �Jc Cli��k �r�9 � _ _ � 'Q'e�ro�mraP� �do�k �olt C6e�k '�'ywe .� w;ih t�aei�nax amd �oll�a�PolA�,�dP (I�.��D _ .. � 16�3.��i 71'e�,soe�ee 1Rm�k �;Bt CV�e�� '1C��e-l� � W�etl�//�oor ��be� VVmetle � `"_ w��cle�eaa� 1F;beP w�rml� � wo�, �oi,s��y�a�m��e Q���aa - i6�e,Qi �P�����aey �aoc� �ea��aeot �aaon °���e-� 1��,p� ,�eo„�ora�9 �m�k �e�on,eao� �m�, T,Pe-�_ _ � 1�$�.�1 IBo��: Pa�e Io�ler �e�V;�,eeoe °If'eap °fl"y�e :� � i6a�.p2 �o�u� Po�e ioo��p se�����t �°eaP �y�P � � i��V.p4 s�>>i�ve �aa�o, � �6�p.p6 s�P<ca� st�»oeg �aqa„ � g8a�.� Inleo- Se�icroema Tpmp: 103A�1 �9Pe 1�_____ _______________ ____ I1 i6a�p� °�o�e � — B 163&Q� °I[`o�� C C �k;en��eP�m:6,- ---- --- --- - � �"�erad �k;mna�er �aa�n- - - — - — - � ,� dv4[leraclo� �as�,� �: THIS PROJ�CT CONT;�INS EROSION CONTROL PI.ANS POR CLEAIiING AND GRL'3�ING PH�1SE OF CONSTRUCTION. 1 � S121 Kingdom Way, Suite 100 Raleigh, NC 27607 !vr Ls��,P.,,z ��,- r-nz,K Engineering Road.vay Smndard Dra.vings 1'h� folloK,�g ro�dw�y e�gGsh sc�d��ds as app�ar �"Roadw�ay Sc��d�rd Dr��gr"- Ro�,dR�vy Uesig� C'nir - V. C. Depurtmenr of Transpormtion - Raleigh. N. C., d�red January� 2018 �nd thc latect revison thereto urc ap�licuble to this projec� anJ by referenee hereby are wnsidered a part of Ihese plans. 160J.01 Rnilroad Erosion Control llemil 1632.01 Rocic Lilet SeJiment Trap Tyye A I6Ui.01 '1'emporars Silt I+ence Ih32A2 Rocic Inlet Sediment'frnp "I�ype 3 1606.01 Special Sed'unenr Conrrol Fence 1632.03 Rock Inlet Sedi�nent Trap T}ve C I607.01 Gravel Construction Hntrance I633A1 Temporary Rouk Silt Cheok Type A I622.01 Temporxry 3erms xnJ Slope Uruins l(>33,p2 'I'emporary Rock Silt Check "I�>pe i 1630A1 Riaer Sasin 1634,01 '1'�n�por❑ry Itock Sodln,c�t Ua,� 'Pypc A 1630.02 Silt Is�sin 'I'ype i iG34.U2 'femporen• Rock Sediment llem Type � 1630.U3 'I'empomn- Silt Uitch L635.01 Ruck Fipe Inlet Sediment Trxp i'rpe A 1630.0# Stilling 3axin 163a02 Racl: Pipe lnlet Sediment Tmp Type 3 I630A� Temporary Uicersion L640.01 Coir fiber iaPlle Ifi30.Ofi Spceisd Stilling Jasin l6#5.01 7'emporan� Stream Crossing 1631.01 �latting Instullution EXCELSIOR MATTING FLOW B- ll SEDIMENT CONTROL STONE O" O `�� O " " O � A �c� ��� �' � �o o c�o /�� � �G� � �G I,- �, c�-'�C� � �. �CD ��D � ��D �` � O �7 �v' � � O � � O �� i'� -' D� O D C> Ch t L> D� L� Gf J D� O D�� � `'� J � � � �� '� ��J � ��T � Q��� 0 �� ��i � � � � ' � �� J�' �� � � � � � fl�� C� � ,,,, O � � O �'�% � `"� � i� `��? � �� � � � � � � O G � � D � O �� r, O � � < � � O � O D � �� c'��� O�� O�� '��O Oc�� �o�� C��� O STRUCTURAL STONE 1' MIN EXCELSIOR MATTING � � o , o �� � ��� Q � � �� � �-� O�� O � ��� ��J 0��� 0� 0�0 n � D O D O cn ��' � � � O G D G' �__ G � G� � O O�D � D D � D � aa o rv ��.�c� � �o a `�D � O D n '�� �, c�? O p C � O D�, G D `�' O cC O ��' � �' � � � � o� � �- �,� � �,c� � v � �� �o o �� �� � o� � � � � c� � �' _� D � � D � � D `� � D � � I� �:,� �o �o o� �G�,, � � ��� `\ �, C,� �, OoD � 0��� �, O � � � �� ,�'� � � � .�� Q � � > � � L� a, � �> .I�i ,� �, �'l �—� � ��7 L, `_ �', �_/ r � ,-: � c .� . ' �1 �2/3 CHANNEL WIDTH V c'�� � % � �, ,'�' D J, % �—„ ��'�-,� SECTION A-A A O � O( C See Inset A NOTES: INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01. USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A S O I L S A M P L E F R O M P R O J E C T L O C A T I O N, A N D F R O M O F F S I T E MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH ROCK SILT CHECK. INITIALLY APPLY TO TOP OF MATTING EVENT THAT EQUALS 4 OUNCES OF SECTION AND OR EXCEEDS POLYACRYLAMIDE (PAM) AFTER EVERY RAINFALL 0.50 INCHES. INSET A CLASS B STONE � 1' MIN :, 12►► �,; �-�� D � � � � � - \ -� ,� \ J? U ��; C' C✓ J D G�' � C� - �-,� ��>�,-��c��O��'� � D �'� G� D D � v ��__D � � �� �� �-�� �— ,—��� ���' �. � ' C� C; �� C�, i� (� , i � C� SECTION B-B ��-`'� oo,. � � u EXCELSIOR MATTING CLASS B STONE �IOT TO SCA�.E II�I��I�I(�>\ �"I� ��"I'I (�>I (�> [ �� I-I I � I 1-I "� .�� �" � \ C�)1'� " I � I-I � � . �� I'� (�> I . I \ . �� SITE DESCRI�TlOI� ST�BI�IZ�ITlO Tl E Tl E��q E EXCE�TlOIUS PERIMETER DIKES9 SINALES9 DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY INATER (HQIN) ZONES 7 DAYS NONE S�OPES STEEPER THAN 30l 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2019 14 DAYS ARE ALLOINEDo SLOPES 30l OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTHo ALL OTHER AREAS UVITH SLOPES FLATTER THAN 40l 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQIN ZONESo �, 0 �� n �, 0 �� n