HomeMy WebLinkAbout20180243 Ver 1_b5393_hyd_erosion_control_package_20180220�
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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
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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.
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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
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E PROI.!VO. .w.PR01._ . �65CRiVT10N
E�O�I�N AND �EDIMENT ��NT�OL MEA�iI1�E�
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IpaY•�l �'emPorary �i�E �'emce _ ' _ _ _ ' _ _ _ '
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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
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STRUCTURAL STONE
1' MIN
EXCELSIOR
MATTING
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WIDTH
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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
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1' MIN
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SECTION B-B
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EXCELSIOR
MATTING
CLASS B STONE
�IOT TO SCA�.E
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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
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