HomeMy WebLinkAbout20160917 Ver 1_SR1345_ESC_PERMITPACKET_revised_20160914VICINITY MAP
Porous Baffle Spacing
*Baffles in Sili 8asins at drainage
}urnou}s and all o}her }emporary
rock sediment dams-Type B:
-If basin IengTh=10' or less;l baffle
-Ifbasin lengih=l7'to 20';2 baffles
-If basin Iength=20' or more;3 baffles
equally spaced in basin
NOTE: I
PERIMETfR EROSION CONTROL MEASlIRES SHALI BF
INSTAILED OURING CIEARING AND GRUBBING PHASE.
Level IlI Cert # 3474
GRAPHIC SCALE
c1880
PLANS
188�
PROFILE (HORIZONTAL)
u0 10
SId80
PROFILE (VERTICAL)
ROADSIDE ENVlAONMENTAL UNI]'
DIVlSION OF NIGHWAYS
STATG OF NOATH CAROL/NA
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(Ib�lUl�91C�]lt�]I�IiI�IC�:�lil \�\� :� 1'�(�`�
1�LAN F�R 1�R�1��SED
1LII�V�1LJl 11 � Jl LLA�����d, V�6, L Jl`��lU
WA TA UGA CO U1�TY
LOCATION: SR 1345 BH DUIVCAN RD FROM
COUIVTY LI1VE TO E1VD OF MA71VT.
STA 16+32 TO 29+65,A1VD 52+I0 TO E.O.P.64+63
TYPE OF WORK GRADING, DRA7IVAGE, BASE
A1VD PAVIIYG — 0.49 MILES
7NESE EROS/ON AND SEDIMENT CON7'ROL PLANS COMPLY
N'ITIf TfIE RLGG'LATfONS SET rORTH BY TNE
NCG-0/0000 GENERAL CONSIX[IC]'ION PERMfl' EFFECI'!LE AUGL'S]' J, 2011
ISSUED OY TNE ,YORTN CAROL/NA DGPARTMENT OP EN4'IRONMENT AND
NATURAL RESOI/RCES DIVISION OF 1{'ATER Q!/ALlTY.
PrqaoreC !n �h pllce dr
DIVISION OF HIGHWAYS
DfVlS[ON 11, OISIRICT 2 BOONE
P.O. BOX t460, BOONS, N.C. 2860f
2012 STANDARD SPECIFICATIONS
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Temeo�..r D:.�.a:eo _ _ _ _ _ _ _ _ _ — +n —
Temea...r SJe Feo�s_ _ _ _ _ _ _ �
Sead.l Sedlmmr Co�e�ol Fen�a _ _ _ �
T�mna�e.� Sa.me.od Slon� D..�oe_ _ _ _ _ _ �ra
Sili 6..f� T�e� Il_ _ _ _ _ _ _ _ _ _ .�
Temoo..n Ro�k e�lECh�ak Trro-A------�
'femvo�.n Ro�4 S�le Che�k T�pe A..�e6 �
M.ee��g .�d wob.=nl.m�de (PAM)_ _ _ _ �
Ta�po..n Ro�4 S�le CFe�k T�prB_ __�
W.c�loC Co�. Ff6e� W.eela_ _ _ _ _ _ _ _ _ _ _ _�
W.eFIa6Co;� F�6a. W.Fcla O
.�rL Pely.«.l,mfde (PAM)_...
T=mn��.�s Rook Sed�me�e D.m Tro� A_ ___
Temeo.,�� Re�4 Sedimeot D.m T�em �_�
Ro�k P�e� I�Ive Sad�meoe T�.v T�e� A_ ____�
Ro�k P�e= I�Isa Sed�meoe T�.e T�ee B_ _�
Snll��a B..��.. _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ �
SPecial Sfillios Beeio_ _ _ _ _ _ _ _ _ _ �
Ro�k I�lee 3ad�meoe T�.e:
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I�EJa.no� B.a�_ _ _ _ _ _ _ _ _ _ _ _ _ _ �
THIti PROAECT CO.'V"C.�V9
LROSIO\ CO\T'ROL YL1nS
FOR CI.Fs1R1;VG AVD
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n �i�wc�a se vpplirnl�lc tn tliis P��l�r und M1s ��ec he�cb> are mnriJvcd u p � af
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1605.01 'I'emva�m.- Sil� finee 1632.03 Itacl� Inlc� Sediinm�'fr�p 'I'�ne H
Ifi11fi.01 SoeciulSa�imen� Cun�rulF.�n.�e 1611.03 Ro.�H InI��Sedimeni TruP T>y. C
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Lfi311.U1 f4�er Rxsin 1634.01 l'empo��p' Itoel� Sediinm� I)um "I'>ye .1
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ia.3n.ua sn�mi s�;ir�R uas�� taas.m ��r�,eo��n� sh�m c.o..��,�
163t.01 ,\luiiinK InSialluiiun -
EROSION CONTROL & PIPE INSTALLATION SCHEDULE
TROUT BUFFER ZONE SEQUENCE
GENERAL E&SC NOTES
Eros�on control s�neau�e ana Notes G RO U N D STAB I L IZATI O N C HART
1. Generally, the arder of installation of the
erosion control measures will be as follows:
A. Temporary silt basins shall be installed
before clearmg and grubbing begins.
B. Silt fences and temporary silt ditches
shall be installed after clearing and before grading.
C. Temparary stone ditch checks with PAM or
wattles witl� PAM shall be installed in all disturbed
areas as soon as the disturbance begins.
D. Final stone ditch checks or wattles shall be
installed as soon as ditch line is established.
E. Pipe outlet and inlet protection will be done
as soon as the pipe is mstalled.
F. Other permanent erosion control measures are to
be implemented as soon as practical.
2. Temporary rock silt checks, type B will be spaced
by percent grade as shown m the erosion control plan.
3. No. 5 stone, or equivalent, will be used in conjunetion
with the temporary rock silt checks in locations where
water is leavmg the project or entering a pipe.
4. All devices are to be cleaned out when half fWl.
5. Establish permanent vegetation per ground stabilization
chart.
Wet Pipe Installation Schedule and Notes
1. Prior to installing any E&SC measures identify
perniit conditions and impact area limits.
2. Install erosion control devices.
3. Manage the water course. The pipe must be
placed in the dry. Install dewatering measures.
4. Removc material and existing pipe whilc limiting,
material and sediment from entermg stream and
escaping the project.
5. Excavation of sh-eam channel shall not exceed ] 0' on
either side of new pipe or culvert unless indicated on permit.
6. Per permit conditions for Corps of Engineers
and the Wildlife Resources Commission, all pipes
in streams 48"or greater must be buried 12" below
streambed elevation. Pipes less than 48"must be buried
with 20% of the diameter below streambed elevation.
7. Place the new pipe and compact backfill.
8. Install slope protection on the outlet and inlet ends
of the pipe. Also complete installation of erosion
control �measures and perform maintenance as needed
on existing measures.
9. Establish permanent vegetarion per ground stabilization
chart.
Notes:
1Q More information on wet pipe installation can be found
For silt basin size see the attached erosion control plans. in the BMP manual section 4.2 "Pipe & Culvert
installation"
PAM is to be placed on all Type A checks and wattles in the erosion
control chain except far the tinal device in HWQ and Trout projects.
GROUND STABILIZATION CHART
Site Area Description Stabilization Time Frame Stabilization Time Frame Exceptions
Perimeter dikes, swales, ditches 7 days None
and slopes
High Quality Water Zones 7 days None
Slopes steeper than 3:1 7 days If slopes are 10 ft. or less in length and are
not steeper than 2:1, 14 days are allowed
Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in lenght
All other areas flatter than 4:1 14 days None
(except for perimeters and HQW zones)
Genera] Erosion Control Sequence & Notes for NC DOT
Projects in Trout Buffer Zones
1. Priar to installing any E&SC measures identify
permit conditions and impact area limits. Review
trout buffer variance approval conditions far
any special provisions.
2. All materials should be on the hand before work
is commenced.
3. Install EC devices
4. Work within the buffer zone should be sequenced
to minimize the length of time that disturbed areas
are exposed. Stream bank stabilization, which includes
the area from the edge of water to the top of bank, should
be phased so that each day's wark is a completed work,
including provision of adequate ground cover.
5. Graded slopes and fills within the trout buffer zone will
within 7 calendar days of completion of any phase of
grading be planted or otherwise provided with temporary
or permanent ground cover, devices, or structures sufficient
to restrain erosion.
6. Graded slopes and fills within the trout buffer zone (excluding
road shoulders) shall be protected with rolled erosion control
product, bonded fiber matrix, or flexible growth medium after
seedmg.
Notes:
Silt fence backed by woven wire, with a post spacing of 6 feet,
shall be used instead of standard silt fence in trout buffer zone.
Special sediment control fence shall be used in areas where
bedrock is encountered which prohibits the proper anchoring
of fabric, and in low poinYs of d�e silt fence in 3-foot sections
to allow for concentrated flows.
The disturbed areas within the stream buffer shall be restored
to native vegetation characteristic of an undisturbed buffer to
the extent practical upon completion of construction.
Flyrock protection such as blast mats should be provided for
blasting m close proximity to streams.
PAM is to be placed on all Type A checks and wattles in the
erosion control chain except for the final device in HWQ and
TTout pTOj OCtS.
VARIES 7'-8' � 7'-8' VARIES VARIE
SHOULDER TRAVEL LANE TRAVEL LANE HOULDE DITCH
� � ...� — — — — — — — — — — — � � — — —
14'-16' EXISTING TYPICAL SECTION
50.0'
Right of Way
�
6.0' 9.0' 9.0'
Shoulder Travel Lane Travel Lane
0.02
0.02
4.0' 4.0'
Shoulder Ditch
2�, ---�-_-------'--=—=--- 3:l
TYPICAL SECTION NO. 1
STA. 16 + 32 to 64 + 63
5' 0' 5'
GRAPHIC SCALE
DIVISION OF HIGHWAYS
STt�TE OF NORTH CAROLINA
SOIL STABILIZATI0IV S UMMARY SHEET �
MATTI11tG FOR EROSION CONTROL PERMA11tENT SOIL REINFORCEMENT MAT
CONST LINE FROM TO 5/DE ESTIMATE fSYJ
SHEET N0. STATION STATION
2 -I.- 19•60 21 -50 I,t 140
2 -I.- 21 •50 23•35 I.t 135
2 - I. - 23 • 35 25- 35 I, t � 50
3 -I.- 25•35 26•95 I.f 120
5U tOtAl, 545
Y15GEI.�ANB U5 YA1iINb f0 OB INSiA I.ED A5 OIRE iB0 GY iNB NbIN6BK
tOtAl, 545
5AY 545
CONST LINE FROM TO 5/DE ESTIMATE fSYJ
SHEET N0. STATION STATION
I -I,- 18•25 19-60 I,t 100
3 -1.- 26•95 29-00 I.t 150
8 -I.- 52-�0 55•25 Rt 230
9 -I.- 55•25 59-00 Rt 275
10 -I.- 60•50 63•25 Rt 200
5U tOtAl.
AD011IONA� 5RN 10 OB I iAI•I.ED 955
tOfAl, 955
5AY 955
DIVISION OF HIGHWAYS
STt�TE OF NORTH CAROLINA
SOIL STABILIZATI011t TIMEFRAMES
SlT E DESCRIPT lON ST ABILIZAT lON T lME T IMEFRAME EXCEPT IONS
PERIMETER DIKES. SWALES. DITCHES AND SLOPES 7 DAYS NONE
HIGH OUAL�TY WATER cHOW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1� 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE. EXCEPT FOR PERIMETERS AND HOW ZONES.
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DB 107 PG 204
Ba Oa Po 16+32
Ex R/W
SR /300 BN Duncan Road '
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+32 �
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PROJECTe ��C,095/09
ROAD; SR 1345 B.H. DUNCAN
COUNTYe WATAU�A
TYPEa
SCALEe l" = 50' SHEET l OF ll DATEe 9-16-15
Tom E May
DB 1713 PG 450
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W � 2 ft. weir
= ID 7.1
a a COo7
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SR 1345 BH D c o d
X ��X ISE — — —
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0 PROPOSED DIT H LINE. �
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2 ft. weir
C8o0
Y �� 2300 C8�4 �
C5o0 , x 25a6
2405 i / �
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w � FOoO �FOoO
'�' 1500 /500
No Embonkment Construction
� Sta.16+84 to 25+00 Rt.
Joe and Anita Donnelly
DB 255 PG I104
t]yYLLLIJ TROUT STREAM
BUFFER ZONE
11�ttl�r- ,� _
+6.0%
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48" C�
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Grant E Thomas
� DB 75 PG 625
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O EROSION CONTROL IN THE O O INSTALL MATTING FOR O
Q PROPOSED DITCH LINE. Q EROSION CONTROL IN THE
� 9 x 3 x 3 Q Q PROPOSED DITCH LINE. O
2 ft. weir
C3o� 9 x x 3
2 ft. weir
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� Concrete �3e5 � C3o4 C2o3 C2/ g
� Steps Concrete� �� 220/ 2005 �
n Walk �, GATE �
SHEET 2 OF ll
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QO INSTALL MATfI G POR O
EROSION CONT OL IN THE Q
PROPOSED DI H LINE.
9 x 3 x 3
2 ft. weir C5o4 �
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— _ 4 -- "� y--- — —`WJ
PD � �— �X X�L_ 4SBW � 4SBW
- - - - ,� 2 � l8" Wattles � 63' LS � % " 2 � l8" Wartles � 62' �X � x x ;
_ +4.0% X---X �� a +4.0% +4.0%
�-- ------- �+ X-�—X X � -------- -
- — _ — B�VG
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�, �� 2a FOoO GATE 2300 FOoO
� Q' i ��� 1500 Property /6a0
\ � /� Owner plans to No Embonkment Construction
JB w/Slab Lid tear down barn Sta.16+84 to 25+00 Rt.
j Tie to existing pipe
Grant E Thomas
DB 75 PG 625
L]1LLLLLI TROUT STREAM
BUFFER ZONE
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DB 152 PG 733
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DB 589 PG 497
SHEET 3 OF ll
Shirley and James
Brown �—
DB 90 PG 26
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O O O C' �06
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� PROPOSED DITCH LINE. 2C
INSTALL MATTING FOR
EROSION CONTROL IN THE 9 x 3 x 3
PROPOSED DITCH LINE. �
�`2e2 2 fl. weir �'Za� J0
a �0 5 2 ft3wei3 20a3 C? 7 3 o e �,20�
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X x x �' �n 2� l8° Watfles � 53' `s' _ 3 /8" Waltles C� '�;' + o soi�
% 2— l8" Woltles �d 67` +3.0% — +4.0% o - n" SR 1395 BH Duncan Road +5.0%
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No Embankment Const�uction 9" 3" 3 2 ft. weir
Sto.16+84 to 25+00 Rt. 2�� "'e1f I /6`0
Reene A Slack
DB III PG 107
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SHEET 4 OF ll
ShirleyB a��d James �
LYYLLLLI..I TROUT STREAM
DB 90 PG 26 BUFFER ZONE
O � IU �
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O � O O
9X x O �
O 2 ft. weir � Q 2 ft. weir 0
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Gop Section: Kenneth W Figueroa Gap Sectlon: �0
Sto 29+65-52+10 DB 684 PG 3�7 �Te Sto 29f65-52+10
l� Oo5 Sp�ing Heod /
FOa5 /600 �re ��
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Shed i i
To be i � i
removed • � �
from R/W
x x
2 ft. weir C0.6
%7e0
INSTALL MATTING FOR
EROSION CONTROL IN THE
PROPOSED DITCH LINE.
I� House
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DB III PG 107
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. �� � � Spicket ge in C3o�
Zo4 g
2006 Picket 2203
x x
2 ft. weir
25'x 20'R/V
INSTALL MATTING FOR
EROSION CONTROL IN THE
PROPOSED DITCH LINE.
Kenneth W Figueroa
DB 684 PG 317
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End COec`3
Picket /�02
CBa=�
2�a6
Reductlon
+55_n
1600
Bar�
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SHEET 5 OF ll
Norma Jean Wagner
� ShirleyB a��d James DB 1327 PG 849 �
DB 90 PG 26 LLLLLLLI..I TROUT STREAM
BUFFER ZONE
/W-� M ( ^
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x x O O O O O
2 fr. weir O O O O O
O 0 � � �
�
C70p SeCflO%i; 2 ft. weir INSTALL PSRM IN THE
Sf0 29+65-52+10 PROPOSED DITCH LINE.
� INSTALL PSRM IN THE �`�oO CIoO FO,O FOoO �
C2a2 PROPOSED DITCH LINE. r�O
� � � 18,5 /6a0 /600 Gop Section: �
�I N \ L0�3 � Sto 29+65-52+10 n
\ TB _ �
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riR \ ♦ -r ... ..� �� ��� ��� n ��� ��� � ��� �_ _ To ..� iR1 �, I I C
� ' 2/a5
X X
�2 ft. weir INSTALL PSRM IN THE
T ID PROPOSED DITCH LINE.
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9 x x 3 �/°�
2 ft. weir INSTALL PSRM IN THE
PROPOSED DITCH LINE.
CGR Development Corp
D6 20 PG 161
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