20180558 Ver 1_D-1125 & D-1126 - Washington Drainage 2017 - Bid Plans_20180424

CITY OF WASHINGTON
2017 DRAINAGE IMPROVEMENTS & BANK STABILIZATION
LEGEND:
EXISTING
PROPOSED
R/W – RIGHT OF WA Y
BIB – BACK OF CURB TO BACK OF CURB
0 PAP – POWER POLE
o EIP – EXISTING IRON PIPE
o IPS – IRON PIPE SET
® C/B – CATCH BASIN
® D/I – DROP INLET
0/H – O VERHEAD
MIH – MANHOLE
S/S – SANITARY SEWER
STM – STORM SEWER
o G/V – GAS VAL VE
F/0 – FIBER OPTIC WITNESS POST
❑ FIV – FIBER OPTIC VAULT
RCP – REINFORCED CONCRETE PIPE
CMP – CORRUGATED METAL PIPE
U/G – UNDERGROUND
0/H – O VERHEAD
® PAP – POWER POLE
® LIP – LIGHT POLE
G/W – GUY WIRE
C/0 – CLEANOUT
INV. – INVERT
TBM – TEMPORARY BENCHMARK
SIGN
DEMOLITION / TO BE REMOVED
STORM DRAINAGE PIPE
— S — — — SANITARY SEWER MAIN/SERVICE
— w — — — WATER MAIN / SERVICE
FIRE MAIN / SERVICE
—GAS — — – GAS MAIN / SERVICE
BAFFLE
LIMITS OF DISTURBANCE
SIL T FENCE
TEMPORARY DIVERSION DITCH
rVW� TREE LINE
GROUND ELEVATION
■
■
s
W_
F
GAS
—o-0—o—
LOD or
SF
TDD
.rti.
X PG 22.00
Hodes Avenue & Cherr
Run Pum
Station
Sheet Index:
1 REVISIONS:
v �
Sheet No. C-1 Cover Sheet
Sheet No. C-2 Drainage Improvements Construction Plan
Sheet No. C-3 Drainage Improvements Notes Sheet > .0
Sheet No. C-4 Drainage Improvements Details Sheet a U
Sheet No. C-5 Bank Stabilization Construction Plan Z Z
Sheet No. C-6 Bank Stabilization Notes Details Sheet W Q Cl) -t
v+ 0
a Z
Drainage Improvement Survey 1 Sheet W N 0
(Gary S. Miller and Associates, P.A.) > J
Bank Stabilization Survey 1 Sheet 0_ 0
(Gary S. Miller and Associates, P.A.) W m V
co a > 0
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W Qi
o WZ�
Survey Notes: v 0 6
02
DRAINAGE IMPROVEMENTS �
BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS 0 0)
PREPARED BY GARY S. MILLER AND ASSOCIATES, P.A., AS SHOWN ON r_ i
DRAWING ENTITLED TOPOGRAPHICAL SURVEY FOR CITY OF WASHINGTON, Z 0
BEAUFORT COUNTY, NORTH CAROLINA., DATED JULY 31, 2017. ATTACHED Z Z, N
TO THIS DRAWING SET FOR REFERENCE. U
BANK STABILIZATION
N
BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS (1) O
PREPARED BY GARY S. MILLER AND ASSOCIATES, P.A., AS SHOWN ON
DRAWING ENTITLED TOPOGRAPHICAL SURVEY FOR CITY OF WASHINGTON, i
CHERRY RUN PUMP STATION, WASHINGTON, BEAUFORT COUNTY, NORTH
CAROLINA., DATED SEPTEMBER 29, 2017. ATTACHED TO THIS DRAWING SET V
FOR REFERENCE.
Owner:
CITY OF WASHINGTON
102 E. SECOND STREET
WASHINGTON, NC 27889
[phone]
Deed / Man References:
D.B. 680, PG. 53
D.B. 813, PG. 673
M.B. 20, PG. 9
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1-800-632-4949
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Drawn By:
Checked By:
Project Number:
Drawing Number:
03/15/18
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Date: 1-23-2018
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D-1125

C� - - PROTECT EX. STREET - - 223.67 E 258533228
, ELEV. = 24.34
--------------
-�-� -23 ^ 19' 44' E
/ 3 ------------
HOD GES A VENUE 60 R/W - 20, GRA VEL 5-4
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:4 - IPS (CONTROL POINT) -----/S 34' S6" 49'" E 249.08"/�1CT6393124-f-- -21CZO- � E2585178.80 \ --------_T LPO NT \ r�_� _ELEV. = 21.490�-\______ - - - - ------
6, - _�®� - \ TEMPORARY CONSTRUCTION / / / 01 ttt��ae+ a01 a01 a0i_ R/W
0 �/ / - -E 2585036.>3 0 / / /
Y r, - ENTRANCE REFER TO DETAIL / /� -19
� ELEV. = 24.17 ° ( ) / ------ \ --
\ TOP OF SEHER LMS
S7M M ACCESS TO PIPE \ / _
X - -aFV.- = 15 40 / 5 / i '
021 44 \ TOP = 24.99 \ � � / /\ \ \ \ 209-
" //// / \\ INV = 18.17
ACTUAL /NV. OF 42" CMP PROTECT -
NOT ACCESSABLE v / 30"-
/ PINE / -�/ / \ \ \ - -19
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\ \ \ \ LIMITS OF DISTURBANCE _
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� / / p� � \\\ TPP = 20.39 / \ \® LOCATION OF - -
F NV. = 18.52 \ a � i \\ - ----
(���\\ ,EXISTING PATH / \ \ ` a / ®� \ 1st \ \ \ \ - -1g- - - - -I� (3.83 ACRES) - - - _ _ - _x - - - - X - - - - X - - - - X - - - - X_8. /\
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\\ \ \ 'I
\ \ \ \ ® PROTECT EXISTING 118" RCPsn� t11.00' I ®ry' ANO ' / \ ^ 12 \ \ \ z
IN - - -
(TYP.) I \ oye \I I 1 2 N / \ ®� \ \ - - - _ \ r EXISTING
\\ \ STORM PIPES o -Ilk v v v - - -° - z � CITY OF WASHINGTON
ELECTRICAL SUBSTATION
cc�� \ \ \ / ✓% I o I \// � ,\\ ,may` / \ \\ -
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V A / I //A \ \�� �• Moi 01 ��� PROTECT EXISTING
\ \
°� 48" CMP UTILITY (TYP.) v - - -
INV. =.67 0 --- \ \ \
\/ / F \ \ \ t FJ / ye 0tF - OHE - - \ �0 E - OHE - -`OHE x
/ _
// \ oHE - - - - OHE _ \ _ \
\ O/H PON£R LINES \ \
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o \ 1 \Q, \ \ \ \ \ � ° \\\\ \20 PROTECT EXISTING P/P - \ \ \ I PROTECT EXISTING PROTECT EXISTING
a \\ \\ -0 \ \�\ 1F� UTILITY (TYP.) . - \ x LIGHTPOLE (TYP.) PROTECT EXISTING FENCE (TYP.) x ° PROTECT EXISTING
\ �\ ®\\ \ \�\F\�\\�\\ ^�� / 2 �\ o I UTILITY (TYP.) I (TYP.)
QIT
\ UTILITY TYP.
\� ZONE\ \ aOl aOl $7 \ M - - X - - - X - V10 0
EX 6' CHAIN LINK XNCE _ =X - / �1 8
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\ o \ \ \ \ \ \ �\ �; �^ \ \ \ DEMO -ZONE 2 - - ^) - - -ZONE 2 - ZONE 2 ®'s \
ZEE Z o 10- 11_- - _ _ _ -9 \O
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// PINE ✓ 36" PINE Z NE
07.22 ��� �_ / v 1 REMOVE EXISTING�� DEMO ONE 1 �� - -
// ( \ \ I \ YF3s a _ \ TREE (TYP.) 1�_ - - - -ZONE 1 0.4;
\ ZO M Z ° 48" CMP
\ p OCA \ \ �\ \ 1 \ w \ �� ® TOP i i 'g"=-- ZONE 1'ZO 1=-10�9NE -� TOP = 6.68
\ \ \ \ \\\ 8641
BgN/� \ \ ZONE 1 \ = = ZON (DEMO ® / \ ® _ _ - - - -8 - - - _ - - - - y�V - 12.68
�l \ \� ®7.34 a - - ,9 - -ah - -9- -�- o
�� _
STMM/H \ �'\\20 \ \\ \\ � _ ® ----- -a \°--®---- EDGE°P
TOP = 25.41 ®� \ I00 \ i� \ 2 \ \ ���� \� \Iyg7Fjr' 99 \ �o - - - -� -- ^ - - - - - - 7- -off - OF gATJK
/NV. =20.61 \ \ ? ONF \ \ ° \ ®?S \-= i / ^ - ^� 7--®�---- qh ® 70P S ��\ 82
� - " - - `O - -6- - o i w
LIMITS OF DISTURBANCE \ �� �\ \ \ \ \ ��°, _ -_ s`s�-
\ ®6.33 - �S.Ou 53 = O s
(3.83 ACRES) - - -6 - -- - - - - -
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\ \\ \ ? \
ZONE ZONE 1 - - - - ZONE 1 - - - - ZONE 1 �--(D��
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\ \ \
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Existing Conditions and Demolition \ �\ ^� \ LOD _ ZO _ _ _ - - - - `\ - _ ZONE 2-i - Zo
SCALE: 1"-4O' \ NE 2 _ - - -ZONE 2 ZONE 2 - - ZONE 2 - - - - ZONE\ - ZONE 2- - ZONE 2 - - - /
\ \ \ \ lop -ZONE 2 -
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1-800-632-4949
TEMPORARY ROCK
®2 / CHECK DAM
PROTECT UTILITY 40' 0 20' 40'
POLE (TYP.)
SCALE 1 inch = 40 ft
/ -5--43-"------------------
HOD GES A VEV UE 60' R/W - 20' GRA VEL
J II \ I°- 22_ SEED 5:1 SLOPE W/ SEED 12:1 SLOPE W/ SEED 6:1 SLOPE W/
/
j?_ (C
- -- PERMANENT SEED MIX
C -
�/ _ _ _ �� IPS (CONTROL POINT) 21 \ PERMANENT SEED MIX PRIOR TO INSTALLING TSRM
/ 249.08" - Ar 659312.41 - _ _ - - - HERBACEOUS WETLAND PRIOR TO INSTALLING TSRM
>_ / / - < S 34' 56" 49' E c10 E 2585178.80 SEED MIX PRIOR TO
`T --------------- TALLINGPSRM PROPOSED
IPS (�T OL POINT ELEV. = 21.49 20� - \ \ - - - - - - - - - - - - TIE TO EXISTING GRADE
INS
59 6.3
E 2585036.13 )/ / / -79 _ _
-ELEV. = 24.17 \ ° / / E - - �
\ -- - 5 12'
TOP OF SEWED L4NE� / R% / - - - \ \ 1 \ \ \ N 1'
STM M ACCESS TO PIPE \ - - - - -ELEV_ = 15.40 / / - - \ 8 - 12'
TOP = 24.9s \ 5�/� / /� v v v v - 20� =111=1I 1 -1I -I1'-
/ INV. = 18.17 / / / / j - - - \ \ \ \ =1 �- 10`
ACTUAL /NV. OF 42" CMP p \ � \ / / / � � - 1
_ 4' BOTTOM -"
NOT ACCESSABLE 30.
\\\ /\ \ /-- j j j � -_1 \\ \\ ---19-- --
o ti \ \ \G- ,-/� / \\ --_ Section View
O I \ CONTRACTOR SHALL UNIFORMLY - _
//�F/p\CNV. = 18.52// \\\\ / \ \ �---------
-- - - - -X- - - -X- - - -X- - - -X- - - -X-
(� // o I \ \\�\ \ \ / \ \ / o / r- � SPREAD EXCAVATED MATERIAL IN
\ \ \ � // / T = 8. I THIS AREA. PROVIDE POSITIVE-
II� I \\ \ \ yF o \off \ \ lV 14 '14 DRAINAGE ACROSS GRADED AREA \ °-
4; n \ /\ �� I TO FACILITATE DIFFUSE OVERLAND
FLOW TOWARDS STREAM.
PROPOSED DROP INLET 3
MATCH EXISTING TOP-
\ AND INFLOW INVERTS 12 \
SCALE: 1" = 5'
1 1 6'
EXISTING
GRADE
11 i1 1 7
VARIES
STABLIZATION NOTE:
SEED ALL STREAM BANK SLOPES AT UPSTREAM
& DOWNSTREAM TIE-IN POINTS THAT ARE
STEEPER THAN 5:1 W/ PERMANENT SEED MIX
PRIOR TO INSTALLING TSRM
E, A / oy V //\
�c/o\\ ��l/ of -8.22'STABILIZE ALL DISTURBED AREAS WITH �/s - - - - - - I CONSTRUCTION SEQUENCE.
c \ O
\ \ o / o INV. OUTSEEDING AND MULCH IN ACCORDANCE o THE WORK CONSISTS OF STORM DRAINAGE IMPROVEMENTS TO REPLACE EXISTING
oN�o o\\ / �� // \ I I I I WITH SEEDING SCHEDULE °
\ 4 \ STORM DRAINAGE INFRASTRUCTURE AND STABILIZE AN EXISTING DITCH BEHIND
oa =D707 I I \ - x x THE EASTERN ELEMENTARY SCHOOL IN THE CITY OF WASHINGTON. THE TOTAL
42" CMP�NV. SILT FENCE (TYP) 13\ \ - - - - ANTICIPATED PROJECT DURATION IS 60 CALENDAR DAYS.
48 CCP IN.. \ --- --- U
� 18" RCP 1NV. '= 111.00' \ �
\ I \ \ I I Z 3NO2 , ys 12 \ \ - - - - - �I 1. CONTRACTOR MUST NOTIFY NCDEQ AND THE ENGINEER PRIOR TO INITIATING
oke \I I 1 / N - - \ \ - - - - o r EXISTING LAND DISTURBING ACTIVITIES. (REFER TO EROSION CONTROL PROVISIONS)
\ v �O I o I / 48„ \� �' 48" CORR. ALUM. FES \ - _ -S \ CITY OF WASHINGTON
o qT s yE I' INV. 6.67' \ - - - - _ - \ \ Zx " 2. INSTALLATION OF EROSION CONTROL MEASURES
\ / C% I // cORRU I \ \, \,S - - - , \ �I ELECTRICAL SUBS TA TION
G CLASS I RIP RAP W/
FOq<U 1�04�� 1 _ UNDERLINED (RD 1) - - - - - \ \ °I I 3. CLEARING & GRUBBING
ROCK INLET 4l/ I 1 ys (REFER TO DETAIL, SHEET C-4) \ \ W I I
SEDIMENT \ SILT FENCE BREAK \ /�j �\ \ \ \ I I 4. STORM DRAINAGE INSTALLATION
TRAP (TYPICAL) plpF� \Z -
\ �/ / / /✓' \ \ 1, So ONF2 y -p - OHE - - \ ��E - - - OHE AND RE -GRADE STREAM BANKS
- - `oHE
HE - x
/ \ // s ----oHE ---gip/F \ I
O/H POWER LINES \ \ \ 5. SEEDING & MULCHING
1 WEEK
1 WEEK
5 WEEKS
R OHE - v - - - OHE - - - - OHE - - HE - - OHE - - 1 WEEK
c = HF - �5 \ -\- \ - REFER TO EROSION CONTROL CONSTRUCTION I
\N M OHE - 7 P/P - OHE - - SEQUENCE AND BYPASS PUMPING DETAIL
'� g -- _ \ \ \ II SEVERAL OF THE ITEMS LISTED ABOVE MAY BE CONSTRUCTED SIMULTANEOUSLY
(SHEET C
Dov/' v _ o�E oHE - _HL
cOo POORE-
3) FOR DAILY WORK ZONE AND
tiF \ \ LE DEEP P/P \ I SEQUENCING REQUIREMENTS FOR RE -GRADING
v RE GRADE STREAM BANKS REFER TO SECTION VIEW (THIS SHEET) FOR OF STREAM SLOPES (TYP) x
AND STABILIZE PER SECTION LIMITS OF PERMANENT SOIL REINFORCEMENT a
/ \PSRM
MATTING AND TEMPORARY SOIL I I a
\ \ / DETAIL (THIS SHEET) o ( )
19 8 6, S 4 \ o g REINFORCEMENT MATTING (TSRM) ALONG
/ \ \ Ip �0� ZONf\ RE GRADED STREAM BANKS. 1 - - X - - - - X - - - EX s' CHAIN L/NK FXNCE - - - X -
\ a01 001 ' - �
X13-- - _ - - 13= / _12
-3RD - 1H POWER- - -P/ _SHO- " 00l a01 2
\�0 \ \\ \ \\ / \ZONE ONE \\ IIOi 711 . aOl ao1 i� ao1 11 - 12 - 11 0
\ 1 -ZONE 2- - - - ZONE 2 - - - \ SONE 2 - - =ZONE 2 - - - _ �� 10
\ ZON ONE Z - - -
ZONE o2 10- \ / - - 11- - _ZONA y0 99 8 7- RADE DEEP
9. F GRADE DEEP `b -
\\ 6 1 \ 9 POOL X10 _ Z I - 6
XXI
8 1 6_ 10 � $ ZONE - - - - - y - r 9- - - - 10-�^ w - 60
9 \ \ 8 ONE 8 9 se
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61 \ SIMM/H 5 - -- -------8----EOGEOF 1-
\ Fo ---�a 7 - 3 -
TOP=25.41 \ \ 100 LF 20 \ ��\gTER\ 7 43 6 7----- - _ 0
/NV. = 20.61 \ \ \ \ \ NF �� `- - - - _
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5 6-
4 = - - - 5= / 0 0 I
\ - - _ -6
\ t \ 2 \ --a_ `nom- - - - �4- - - - - - 2-
6 \ \ 0o ONF O^ZZ - 10 9 7 9 _ - _ - - - - - 8 - __5__ - --EDGE-0- t WFRE - 4 3 - / tk
\ \ �\\ 9- 6 5�/P P\
REFER TO EROSION CONTROL CONSTRUCTION \ LOD 120 _ o� 7
SEQUENCE AND BYPASS PUMPING DETAIL NE 2 ZONE 1 _ _ ONE 1 - - - - -ZONE 1 - - 8- - .9,
(SHEET C-3) FOR DAILY WORK ZONE AND \ \\ I _ - -ZONE 1 - g�
8 w
SEQUENCING REQUIREMENTS FOR RE -GRADING \ /O k� - i, L
OF STREAM SLOPES (TYP) \\ \\� \ o Z� `2 - _ _ 10 \ RE- GRADE STREAM BANKS o)
L0p \ _ 20 \ AND STABILIZE PER SECTION ZONE 2 -t`0 ZO ^Ile
\ ONE - DETAIL (THIS SHEET) 6 y
Proposed Improvements \\ \\ \ _ _ _ - -ZONE 2 - - - -ZONE 2 - - - -ZONE 2 - - - -ZONE\ - - - -ZONE 2 -
\ LOD ZONE 2 -
SCALE: 1"=40' \ \ \ LOD
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MAINTAIN
TEMPORARY
ROCK CHECK
DAM
40' 0 20' 40'
SCALE 1 inch = 40 ft
1 REVISIONS: 1
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D-1125

�] I :� X11 [�7 ► [�l � � ��DitC
PUMP SUCTION END
DAILY WORK ZONE
BYPASS PUMPING DETAIL
(NOT TO SCALE)
EROSION CONTROL PROVISIONS:
1. OBTAIN AND POST A COPY OF THE CERTIFICATE OF EROSION CONTROL PLAN APPROVAL AT THE PRIMARY ENTRANCE TO THE
PROJECT AREA. CERTIFICATE SHALL REMAIN UNTIL THE SITE IS PERMANENTLY STABILIZED.
2. NOTIFY ENGINEER AT [phone] AND NCDEQ - DIVISION OF ENERGY, MINERAL AND LAND RESOURCES AT (252)
946-6481 PRIOR TO COMMENCING CONSTRUCTION OPERATIONS.
3. SCHEDULING OF A PRE -CONSTRUCTION CONFERENCE WITH THE ENGINEER IS REQUIRED PRIOR TO INITIATING LAND
DISTURBING ACTIVITIES. FOR INSPECTION CALL [phone]. 72 HOUR NOTICE IS REQUIRED.
4. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS OR SPECIFIED IN
THE SPECIFICATIONS.
5. NO LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MEASURES MAY
PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE ENGINEER.
6. INSTALL ROCK INLET SEDIMENT TRAPS AROUND ALL CATCH BASINS, DROP INLETS, AND YARD INLETS.
7. PROVIDE 20'X 50'X 6" STONE CONSTRUCTION ENTRANCES AS SHOWN ON PLAN.
8. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION. INSPECT DEVICES AND DOCUMENT
INSPECTIONS AFTER EVERY RAINFALL EVENT.
9. CLEAN OUT TRAPS, WADDLES AND/OR CHECK DAMS WHEN HALF FULL.
10. DURING CONSTRUCTION, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS, CALLED FOR
IN THE SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY THE ENGINEER.
11. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL
EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ON PERIMETER AREAS AND SLOPES STEEPER
THAN 3:1. ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS.
12. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER
EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER MAY RESULT
IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO $5000.00 PER DAY OF VIOLATION.
13. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE STABILIZATION, REMOVE
TEMPORARY EROSION CONTROL DEVICES, FINE GRADE AREA, AND SEED AND MULCH. PERMANENT EROSION CONTROL
DEVICES SHALL BE INSTALLED BY CONTRACTOR AND APPROVED BY ENGINEER
14. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS
IMPLEMENTATION PROVE TO BE INADEQUATE.
15. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON THE CONTRACTORS COMPLIANCE WITH FEDERAL AND
STATE WATER QUALITY LAWS, REGULATION AND RULES. IN ADDITION LOCAL CITY AND COUNTY ORDINANCES OR RULES
MAY ALSO APPLY TO THIS LAND DISTURBING ACTIVITY. APPROVAL OF THE EROSION CONTROL PLAN DOES NOT SUPERSEDE
ANY OTHER PERMIT OR APPROVAL.
16. BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES IN THE NEUSE AND TAR /
PAMLICO RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISION OF WATER RESOURCES (DWR). DIRECT ANY
QUESTIONS ABOUT THE APPLICABILITY OF THESE RULES TO THE PROJECT TO THE REGIONAL WATER QUALITY SUPERVISOR,
WASHINGTON REGIONAL OFFICE AT [phone].
EROSION CONTROL GENERAL NOTES
1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT, THE
SUBMITTED PLAN AND/OR THE CONTRACT SPECIFICATIONS, THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL.
2. THE LAND -DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN.
3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING PERIODIC UNANNOUNCED
INSPECTIONS TO DETERMINE COMPLIANCE AND A COPY OF THE PLAN MUST BE ON FILE AT THE JOB SITE. IF IT IS
DETERMINED THAT THE IMPLEMENTED PLAN IS INADEQUATE, THE ENGINEER MAY REQUIRE THE INSTALLATION OF
ADDITIONAL MEASURES AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW.
4. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT, THE SCHEDULING OF THE LAND -DISTURBING ACTIVITIES IS TO BE SUCH
THAT BOTH THE AREA OF EXPOSURE AND THE TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND
COVER IS MINIMIZED.
5. UNLESS A TEMPORARY, MANUFACTURED, LINING MATERIAL HAS BEEN SPECIFIED, A CLEAN STRAW MULCH MUST BE
APPLIED, AT A MINIMUM RATE OF 2 TONS/ACRE, TO ALL SEEDED AREAS. THE MULCH MUST COVER AT LEAST 75%± OF THE
SEEDED AREA AFTER IT IS EITHER TACKED, WITH AN ACCEPTABLE TACKING MATERIAL, OR CRIMPED IN PLACE.
6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER, AND
MUST BE PROVIDED WITH A GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN A MAXIMUM OF 7 CALENDAR DAYS
OF COMPLETION OF ANY PHASE (ROUGH OR FINAL) OF GRADING (ANNUAL RYE GRASS IS NOT IN THE APPROVED SEEDING
SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A TEMPORARY GROUND COVER).
7. INSTALL SILT FENCE AROUND SPOIL PILES AND ALONG TRENCHES TO MINIMIZE SEDIMENT FROM ENTERING DRAINAGE WAYS.
8. PROVIDE EROSION CONTROL MEASURES AROUND STOCK/WASTE PILES AND STAGING AREAS AS NEEDED OR AS DIRECTED BY
ENGINEER.
9. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE, STONE CHECK
DAM, OR ABC FILTER AS APPROPRIATE FOR SITE CONDITIONS.
10. EROSION CONTROL MEASURES SHALL NOT BE PLACED IN OR BELOW THE NORMAL WATER SURFACE OF A STREAM UNLESS
SPECIFICALLY INDICATED ON THE APPROVED PLAN OR AS DIRECTED BY THE ENGINEER, NCDEQ or USACE.
11. PROVIDE EROSION CONTROL MATTING WHERE INDICATED UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
12. PROVIDE PERMANENT SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE.
13. ALL EXCESS AND/OR UNSUITABLE EXCAVATED MATERIAL SHALL BE DISPOSED OF ONSITE AS INDICATED ON THE PLAN.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP.
2. RIP ENTIRE AREA 8" DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLE SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLE UNIFORM SEEDBED IS PREPARED 4" TO 6" DEEP.
6. SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACKER AFTER SEEDING.
7. SEEDBED SHALL BE IMMEDIATELY STABILIZE AFTER PREPARATION.
PERMANENT SEEDING SCHEDULE
(JANUARY 1 - MARCH 31)
COMMON BERMUDA GRASS (UNHULLED)
20 LBS/ACRE
(APRIL 1 - JULY 31)
I�
COMMON BERMUDA GRASS (HULLED)
15 LBS/ACRE
CENTIPEDE
8 LBS/ACRE
(AUGUST 1- DECEMBER 31)
COMMON BERMUDA GRASS (UNHULLED)
15 LBS/ACRE
TALL FESCUE
120 LBS/ACRE
CENTIPEDE
8 LBS/ACRE
HERBACEOUS WETLAND SEED MIX
FOLLOW MANUFACTURER'S RECOMMENDATIONS AS TO APPLICATION
RATE, SEEDBED PREPARATION AND SEED APPLICATION
TIMES
SOIL AMENDMENTS
LIMESTONE
FERTILIZER (10-10-10)
STRAW MULCH
EMULSIFIED ASPHALT TACK
2 TONS/ACRE
1000 LBS/ACRE
2 TONS/ACRE (VISUAL)
0.03 GALLONS/SQ. YARD
TEMP. SEEDING (SUMMER)
SPECIES RATE (LBS/ACRE)
GERMAN MILLET 40
SEEDING DATES 4/15-8/15
SOIL AMENDMENTS
LIMESTONE 2000 LBS/ACRE
FERTILIZER (10-10-10) 750 LBS/ACRE
STRAW MULCH 4000 LBS/ACRE
EMULSIFIED ASPHALT TACK 435 GALLONS/ACRE
TEMP. SEEDING (WINTER
SPECIES RATE (LBS/ACRE)
RYE GRAIN 120
SEEDING DATES 8/16-4/14
SOIL AMENDMENTS
LIMESTONE 2000 LBS/ACRE
FERTILIZER (10-10-10) 750 LBS/ACRE
STRAW MULCH 4000 LBS/ACRE
EMULSIFIED ASPHALT TACK 435 GALLONS/ACRE
GENERAL NOTES
EROSION CONTROL MEASURES
1. CONTRACTOR SHALL CONTACT NC ONE -CALL AT 811 AT LEAST 72 HOURS IN ADVANCE OF ANY LAND 1. All work will be done in accordance with the Sedimentation Control Act of 1973 and requirements of the North Carolina
DISTURBING ACTIVITY OR EXCAVATION AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO Department of Environmental Quality. No land disturbing activity beyond that required to install the appropriate erosion
EXCAVATING OR TRENCHING. control measures may proceed until measures are inspected and approved by the Engineer. w
2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND 2. Prior to demolition operations, a temporary gravel construction entrance and temporary silt fence shall be installed as shown o
ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE on the construction drawings. J
DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. �
3. Disturbed areas shall be seeded to stabilize the soil. Seed bed preparation shall be conducted according to North Carolina �, �
Department of Transportation Standard Specifications for Roads and Structures (D.O.T.). The ground surface shall be cleared z o
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING w u
of stumps, stones, roots, cables, wire, grade stakes, and other materials that might hinder proper grading, tillage, seeding or 2 z
CONDITIONS PRIOR TO BIDDING ON THE WORK FOR THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING 2 O (.9EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE subsequent maintenance operations. Grades on the area to be seeded shall be maintained in a true and even condition. O Z-, z
ENGINEER IMMEDIATELY. Maintenance shall include any necessary repairs to previously graded areas. All graded areas shall be thoroughly tilled to a " 0 o
depth of at least four (4) inches by plowing, disking, harrowing, or other approved methods until the condition of the soil is w m
4. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A acceptable. On sites where soil conditions are such that high clay content and excessive compaction cause difficulty in getting a o
STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT clods and lumps effectively pulverized, the Contractor shall use the rotary tillage machinery until the mixing of the soil is o
REQUIREMENTS. acceptable and no clods or clumps remain larger than 1 1/2 inches in diameter. A firm and compact seed bed is required and >
after being graded, the seed bed shall be lightly compacted with a land roller, such as a cultipacker, before and after seeding. � I Ln
5. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED. Limestone shall be dolomitic agriculture ground limestone containing not less than 10 percent magnesium oxide. Lime shall be oo oo
uniformly applied at the rate of 2 tons per acre. Fertilizer shall be uniformly applied at a rate of 500 pounds per acre ofw o
6. ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS 10-20-20 analysis. The fertilizer shall be incorporated into the upper three or four inches of prepared seed bed just prior to o
MATERIALS CONTRACTOR. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS the last tillage operation, but in no case shall it be applied more than three days prior to seeding. Fertilizer shall be used o 0
ARE ENCOUNTERED. immediately after delivery or stored in a manner that will not permit it to harden or destroy its effectiveness.
2k c -I N
7. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS, AND BENCHMARKS When hydroseeding equipment is used for seeding, fertilizer shall be applied simultaneously with seed, using the above rates REVISIONS:
DURING DEMOLITION AND / OR CONSTRUCTION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE of application. Seed shall be certified seed or equivalent based on North Carolina Seed Improvement Association requirements
DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. for certification. All seed shall be furnished in sealed standard containers. Seed which has become wet, moldy, or otherwise
damaged prior to seeding will not be acceptable. Seeding shall be accomplished with hand planters, power- drawn planters,
8. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA REGULATIONS. hand packers, or hydroseeding equipment at the rates prescribed in the Permanent Seeding Schedule at left:
4. Ground Stabilization (Per NCG010000) L
9. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE a. Soil stabilization shall be achieved on any area of a site where land -disturbing activities have temporarily or permanently Z
CURRENT ADDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), NCDOT ceased according to the following schedule:
STANDARDS, AND AS REQUIRED BY LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS, ROADS, i. All perimeter dikes, swales, ditches, perimeter slopes and all slopes steeper than 3 horizontal to 1 vertical (3:1) shall be 0 _--
1
HIGHWAYS, ETC. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE provided temporary or permanent stabilization with ground cover as soon as practicable but in any event within 7
WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED, EXTENT, AND LIMITATIONS ASSOCIATED calendar days from the last land -disturbing activity. Q
WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. ii. All other disturbed areas shall be provided temporary or permanent stabilization with ground cover as soon as practicable x
10. CONTRACTOR SHALL NOT CROSS A STREAM WITH EQUIPMENT OR PERSONNEL OR PERFORM WORK IN THE but in any event within 14 calendar days from the last land -disturbing activity. Q
STREAM BELOW THE NORMAL WATER SURFACE ELEVATION EXCEPT WITHIN THE "CURRENT DAY WORK b. Conditions - In meeting the stabilization requirements above, the following conditions or exemptions shall apply:
ZONE". CONTRACTOR IS RESPONSIBLE FOR CREATING A TRAVEL WAY AS NEEDED TO NAVIGATE UP AND
i. Extensions of time may be approved by the permitting authority based on weather or other site-specific conditions that
make compliance impracticable.
DOWN THE STREAM BANKS WITHIN THE CONSTRUCTION LIMITS. MAINTENANCE OF THE TRAVEL WAY IS ii. All slopes compliance
in length or rester shall apply the round cover within 7 days except when the slope is flatter than 4:1.
THE CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE A SEPARATE PAY ITEM. p g g pp Y g Y p p
Slopes less than 50' shall apply ground cover within 14 days except when slopes are steeper than 3:1, the 7
11. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO day -requirement applies.
DEMOLITION OR CONSTRUCTION ACTIVITIES. iii. Any sloped area flatter than 4:1 shall be exempt from the 7 -day ground cover requirement.
iv. Slopes 10' or less in length shall be exempt from the 7 -day ground cover requirement except when the slope is steeper j 0
12. CONTRACTOR SHALL CONTACT THE CITY OF WASHINGTON ELECTRIC DEPARTMENT TO SCHEDULE than 2:1...� i
RELOCATION OR BRACING OF EXISTING UTILITY POLES. V. Although stabilization is usually specified as ground cover, other methods, such as chemical stabilization, may be allowed ■ }..� ■■■ VVV Z
on a case-by-case basis.
13. CONTRACTOR SHALL COORDINATE EXISTING FACILITIES UTILITY DISCONNECTS WITH THE OWNING UTILITY vi. For portions of projects within one mile and draining to trout waters and High Quality Waters as classified by the
REPRESENTATIVE A MINIMUM 7 DAYS PRIOR TO ANTICIPATED DEMOLITION OF STRUCTURES OR Environmental Management Commission, stabilization with ground cover shall be achieved as soon as practicable but in
INTERRUPTION OF SERVICE. any event on all areas of the site within 7 calendar days from the last land -disturbing act.
vii. For portions of projects located in Outstanding Resource Waters watersheds as classified by the Environmental
14. REMOVE EXISTING ON-SITE TREES, SHRUBS, HEDGES, FENCES TO LIMITS OF DISTURBANCE OR CLEARING Management Commission, stabilization with ground cover shall be achieved as soon as practicable but in any event on all
LIMITS UNLESS OTHERWISE NOTED. areas within 7 calendar days from the last land -disturbing act.
viii. Portions of a site that are lower in elevation than adjacent discharge locations and are not expected to discharge during
15. TREES OUTSIDE OF LIMITS OF DISTURBANCE OR ON ADJACENT PROPERTY SHALL BE PROTECTED AT ALL construction may be exempt from the temporary ground cover requirements if identified on the approved E&SC plan or
TIMES DURING CONSTRUCTION. added by the permitting authority.
16. ALL CONSTRUCTION OF STREET, DRAINAGE, WATER AND SANITARY SEWER IMPROVEMENTS SHALL COMPLY 5. Self Inspection and Reporting Requirements (Per NCG010000)
WITH CITY OF WASHINGTON STANDARDS.
Minimum self inspection and reporting requirements are as follows unless otherwise approved in writing by the Division of
17. ALL CONSTRUCTION WITHIN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RIGHT RIGHT OF WAY Environmental Quality Division of Energy, Mineral and Land Resources. > O
SHALL COMPLY WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2012 STANDARD a. A rain gauge shall be maintained in good working order on the site unless another rain monitoring device has been L
SPECIFICATIONS FOR ROADS AND STRUCTURES. approved by the permitting authority.
18. CONTRACTOR SHALL NOT PERFORM ANY WORK OR DISTURB ANY AREA OUTSIDE OF THE PUBLIC RIGHTS OF b. A written record of the daily rainfall amounts shall be retained and all records shall be made available to DEQ or Z U
WAY, EXISTING EASEMENTS OR LIMITS OF DISTURBANCE WITHOUT APPROVAL OF ENGINEER AND LAND authorized agent upon request (Note: if no rainfall occurred, the permittee must record zero ).
OWNER. C. Erosion and sedimentation control measures shall be inspected to ensure that they are operating correctly. Inspection UJ E
records must be maintained for each inspection event and for each measure. At a minimum, inspection of measures must
19. WETLANDS AND STREAMS ARE VALUABLE NATURAL RESOURCES THAT PROVIDE IMPORTANT ECOLOGICAL occur at the frequency indicated below: 0
FUNCTIONS. BE ADVISED THAT ACTIVITIES WITHIN WETLANDS, STREAMS AND STREAM BUFFERS ARE i. All erosion and sedimentation control measures must be inspected by or under the direction of the permittee at least once a Z
REGULATED BY THE STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT. WETLANDS AND every seven calendar days, and
STREAM BUFFERS SHOWN ON THESE PLANS ARE BASED UPON FIELD OBSERVATIONS AND DO NOT ii. All erosion and sediment control measures must be inspected by or under the direction of the permittee within 24 hours UJ '
REPRESENT JURISDICTIONAL DETERMINATIONS. REFER TO SPECIFIC PERMIT REQUIREMENTS AS CONTAINED after any storm event of greater than 0.50 inches of rain per 24 hour period. A-0
IN THE PROJECT SPECIFICATIONS. iii. Times when a determination that adverse weather conditions prevented inspections should be documented on the r
Inspection Record. � O
d. Once land disturbance has begun on the site, stormwater runoff discharge outfalls shall be inspected by observation for W O
erosion, sedimentation and other stormwater discharge characteristics such as clarity, floating solids, and oil sheens. W
Inspections of the outfalls shall be made at least once every seven calendar days and within 24 hours after any storm V
event of greater than 0.50 inches of rain per 24 hour period.
e. Inspections are only required to be made during normal business hours. When adverse weather conditions would cause � O
the safety of the inspection personnel to be in jeopardy, the inspection can be delayed until it is deemed safe to perform 4 --
these duties. If the inspection cannot be done on that day, it must be completed on the following business day. (n Q
f. Twenty-four Hour Reporting for visible sediment deposition W N
i. The permittee shall report to the Division of Environmental Quality central office or the appropriate regional office any
visible sediment being deposited in any stream or wetland or any noncompliance which may endanger health or the MM
LIST OF UTILITY OWNERS: environment. (See Section IX of this permit for contact information.) Any information shall be provided orally or 0 W
electronically within 24 hours from the time the permittee became aware of the circumstances. Visible discoloration or Z W O
suspended solids in the effluent should be recorded on the Inspection Record as provided below.C
TYPE OWNER/CONTACT PERSON PHONE ii. A written submission shall be provided to the appropriate regional office of the DEQ within 5 days of the time the C = C
permittee becomes aware of the circumstances. The written submission shall contain a description of the sediment � 4-1
deposition and actions taken to address the cause of the deposition. The Division of Environmental Quality staff may waive O 0)
GAS PIEDMONT NATURAL GAS [phone] the requirement for a written report on a case-by-case basis. •�
DAVID KENNEDY g. Records of inspections made during the previous 30 days shall remain on the site and available for agency inspectors at all O S
111 EXECUTIVE PARKWAY times during normal working hours, unless the permitting authority provides a site-specific exemption based on unique
NEW BERN, N.C. 28562 site conditions that make this requirement not practical. Older records must be maintained for a period of one year after N
project completion and made available upon request. The records must provide the details of each inspection including V
WATER/SEWER CITY OF WASHINGTON(252) 975-9302 observations, and actions taken in accordance with this permit. The permittee shall record the required rainfall and a
FRANKIE BUCK monitoring observations on the Inspection Record for Activities Under Stormwater General Permit NCGO10000 form L
102 E. 2nd STREET provided by the Division or a similar inspection form that is inclusive of all of the elements contained in the Division's form. 0
WASHINGTON, N.C. 27889 Electronic storage of records will be allowed if approved by the permitting authority. Q
h. Inspection records must include, at a minimum, the following:
ELECTRIC CITY OF WASHINGTON [phone] i. Control Measure Inspections: Inspection records must include at a minimum:
102 E. 2nd STREET 1. identification of the measures inspected, U
WASHINGTON, N.C. 27889 2. date and time of the inspection,
3. name of the person performing the inspection,
4. indication of whether the measures were operating properly,
TELEPHONE CENTURYLINK [phone] 5. description of maintenance needs for the measure,
CECELIA PRICE 6. corrective actions taken and
1528 BRIMLEY DRIVE 7. date of actions taken.
GREENVILLE, N.C. 27834 ii. Stormwater Discharge Inspections: Inspection records must include at a minimum:
1. identification of the discharge outfall inspected, 1%
CABLE TV SUDDENLINK [phone] 2. date and time of the inspection,
MELVIN HART 3. name of the person performing the inspection, •�•�
910 HACKNEY AVE. 4. evidence of indicators of stormwater pollution such as oil sheen, floating or suspended solids or discoloration, •;
WASHINGTON, N.C. 27889 5. indication of visible sediment leaving the site,
6. actions taken to correct/prevent sedimentation and
STATE ROAD N.C.D.O.T. [phone] 7. date of actions taken.
GENE PITTMAN iii. Visible Sedimentation Found Outside the Site Limits: Inspection records must include: ��•.��' <`
1701 W. FIFTH STREET 1. an explanation as to the actions taken to control future releases, '�; '•• �' ���
WASHINGTON, N.C. 27889 2. actions taken to clean up or stabilize the sediment that has left the site limits and ���ii�%%
3. the date of actions taken.
iv. Visible Sedimentation Found in Streams or Wetlands: All inspections should include evaluation of streams or wetlands
CITY STREET CITY OF WASHINGTON [phone] onsite or offsite (where accessible) to determine if visible sedimentation has occurred. 03/15/18
FRANKIE BUCK V. Visible Stream Turbidity - If the discharge from a site results in visible stream turbidity, inspection records must record that
102 E. 2nd STREET evidence and actions taken to reduce sediment contributions. Sites discharging to streams named on the state's 303(d) list a U w
WASHINGTON, N.C. 27889 as impaired for sediment related causes may be required to perform additional monitoring, inspections or application of J z
more stringent management practices if it is determined that the additional requirements are needed to assure J a
compliance with the federal or state impaired -waters conditions. If a discharge covered by this permit enters a stream J W06
a
EROSION CONTROL CONSTRUCTION SEQUENCE segment that is listed on the Impaired Stream List for sediment -related causes, and a Total Maximum Daily Load (TMDL) v CA � U) E
has been prepared for those pollutants, the permittee must implement measures to ensure that the discharge of Z Z 0 w
pollutants from the site is consistent with the assumptions and meets the requirements of the approved TMDL. The DWQ
1. WORK PERFORMED TO REGRADE THE SLOPES OF THE STREAM SHALL BE CONFINED TO AREAS WITHIN THE LIMITS 0 z
303(d) list can be found at: http://h2o.enr.state.nc.us/tmdl/General 303d.htm/ L
OF DISTURBANCE SHOWN ON THE PLAN. - V 0 w -600
2. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AND THE ROCK ARC FILTER AT THE DOWNSTREAM END OF THE 6. All erosion and sedimentation control devices shall remain in place and be maintained by the Contractor until all seeding is 5 on
r S
LIMITS OF DISTURBANCE SHALL BE INSTALLED PRIOR TO BEGINNING CLEARING OR DEMOLITION WORK OR established and construction areas have been stabilized. m N oo =3
Z°OGRADING WORK FOR STREAM BANK STABILIZATION. " Z C
7. Temporary Seeding- Seed in accordance with the Temporary SeedingSchedule with regard to seed type, rate of application, 0
0
3. TEMPORARY SILT FENCE SHALL BE INSTALLED WHERE INDICATED ON THE PLAN PRIOR TO BEGINNING WORK. fertilizer, etc.U U
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4. TEMPORARY SILT FENCE MAY BE REMOVED UPON COMPLETION OF GRADING WORK AND STABILIZATION OF cn a) N 3
DISTURBED AREAS. AREAS DISTURBED BY THE REMOVAL OF TEMPORARY SILT FENCE SHALL BE UNIFORMLY N � 3
GRADED AND IMMEDIATELY STABILIZED WITH SEEDING AND MULCH AS INDICATED ON THE PLANS.
5. CONTRACTOR MAY TRAVERSE ALONG EACH SIDE OF THE BANK OF THE STREAM WITHIN THE LIMITS OF
DISTURBANCE AS SHOWN ON THE PLANS. CONTRACTOR SHALL NOT CROSS THE STREAM WITH EQUIPMENT Project Manager: BCF
EXCEPT WITHIN THE "CURRENT DAY WORK ZONE". Drawn By: EW
6. PRIOR TO BEGINNING WORK EACH DAY, CONTRACTOR SHALL PLACE SAND BAGS AT THE UPSTREAM AND Checked By: STA
DOWNSTREAM END OF THE "CURRENT DAY WORK ZONE". THE STREAM BASE FLOW SHALL BE PUMPED FROM Project Number: 17033
THE UPSTREAM SIDE OF THE SAND BAGS TO THE DOWNSTREAM SIDE OF THE SANDBAGS, LEAVING NO BASE Drawing Number: D-1125
FLOW WITHIN THE "CURRENT DAY WORK ZONE". THE BASE FLOW SHALL OUTLET THROUGH A SEDIMENT BAG
LOCATED ON THE TOP OF THE STREAM BANK ON THE DOWNSTREAM SIDE OF THE SANDBAGGED AREA.
7. THE CONTRACTOR SHALL STABILIZE THE "CURRENT DAY WORK ZONE" AT THE END OF EACH DAY. STABILIZE ALL
DISTURBED AREAS WITHIN THE 5:1 STREAM BANKS BY SEEDING WITH A HERBACEOUS WETLAND SEED MIX,
MULCHING AND INSTALLING PERMANENT SLOPE REINFORCEMENT MATTING. DISTURBED AREAS WITHIN THE
12:1 STREAM BANKS SHALL BE STABILIZED BY SEEDING AND INSTALLING EROSION CONTROL MATTING. ALL C-3
OTHER DISTURBED AREAS SHALL BE STABILIZED BY SEEDING AND MULCHING.
Date: 1-23-2018
E
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3 TIMES PIPE DIA.
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coa00 0> >
O��O
VARIABLE
MESPIPEDIA�I
1
�I TYPICAL ENERGY DISSIPATER WITH RIP -RAP
PIPE DIA. NOTES:
VAR/,4,9L,FLARED END PIPES GREATER THAN 36"
WILL REQUIRE CONC. SLAB AND OR
RIP -RAP TO PROTECT BOTH ENDS OF PIPE
))) RIP -RAP DIMS. AS SHOWN IN TABLE
BELOW
JJJJJJJJJJJJJJ f/ 4" FILTER STONE BED OR FILTER CLOTH
NOTES:
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (2 INCH OR GREATER) RAINFALL EVENTS TO
TYPICAL CONCRETE /� Q�Q� �� SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
FLARED END SECTION r mak`' OJy.1 TAKEN PLACE, OR IF THE STONES HAVE BEEN DISLODGED.
IMMEDIATELY
MAKE ALL REPAIRS NEEDED TO PREVENT
FURTHER
RIP -RAP PROTECTION AT OUTLETS �P
NOTE:
FOR PIPES ON MILD SLOPES TX7T>Ill !'n A T T�ATT�rInXJr rNT1-4C4Tr% A M1-%T%fN
NOT TO SCALE
INSTALL TEMPORARY SILT FENCEWHERE
NECESSARY TO RETAIN SEDIMENT
TEMPORARY STOCKPILE
3:1 `Mp,X.I
TEMPORARILY SEED AS SOON AS POSSIBLE
(NO MORE THAN 21 CALENDAR DAYS AFTER
FORMATION OF THE STOCKPILE.)
IF STOCKPILE WILL NOT BE USED WITHIN 90
DAYS STABILIZE WITH PERMANENT VEGETATION.
H
2
3,1 (MAX/ X
a
0
TEMPORARY STOCKPILE
Drawing No. EC -22
(NOT TO SCALE)
Rip Rap 1 (RR -1)
ONE FOOT BELOW THE SHOULDER OR ANY
DIMENSIONS
ENTRY WIDTH
12.0
FT
LENGTH
24.0
FT
EXIT WIDTH
28.0
FT
MIN. THICKNESS
24
IN
MIN. STONE DIAMETER
13
IN
STONE CLASS
Class 1
WOOD STAKE, SEE
DETAIL 2/10
PSRM OR TSRM
WOOD STAKE, SEE
DETAIL 3/10 w w
SEE DETAIL
y y y 4/10
y
y y y
y
y y y y y y
y'`II AEC PREMIER STRAW WATTLES
y y yW y IIIA y y y y y
WOOD STAKE, SEE
DETAIL 4/10 y
y y y y \ y y y y y
I
y y y y y y y y
w ✓ � .✓ m � y y y y y y
WOOD STAKE
m w
STRAW WATTLE
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OR PTRM
SLOPE DETAIL
NO SCALE
AEC PREMIER STRAW WATTLEWOOD STAKE / SLOPE
N SURFACE
STRAW WATTLE
WOOD STAKE
STAKE DETAIL
(SECTION VIEW) 4
NO SCALE 10
WOOD STAKE
TSRM OR
PTRM STAKE DETAIL
(ON BARE SC
NO SCALE
STAKE DETAIL
(ON TOP OF
NO SCALE
- SLOPE
SURFACE
TEMPORARY STRA W WATTLE
NTS
ISOMETRIC VIEW
SILT FENCE 9 FT.
POST
2' WOODEN
STAKE
4 FT.i
2 FT. /
12" WATTLE J
VIEW FROM SLOPE
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NO. 57 STONE
2:1
CLASS I RIP -RAP
A -A B -B
TEMPORARY ROCK SILT CHECK DAM
A
c. NOTES:
P. SEDIMENT CONTROL STONE SHALL BE NO. 5
..0. OR NO. 57 AND SHALL BE PAID FOR AT THE
PCONTRACT UNIT PRICE PER TON "SEDIMENT
v �" " CONTROL STONE."
c c c
WIRE MESH SHALL BE HARDWARE CLOTH 23
GAUGE MIN. AND SHALL HAVE 1/4 INCH MESH
ESH OPENINGS
1/4" WIRE M
TOP OF WIRE MESH SHALL BE A MINIMUM OF
MAXIMUM POST SPACING 4 FT.
ONE FOOT BELOW THE SHOULDER OR ANY
A
DIVERSION POINT.
NOTES:
STEEL POST SHALL BE 5 FT. IN HEIGHT, BE
A
1. ROCK CHECK DAM SHALL BE CONSTRUCTED
12"
OF THE SELF -FASTENER ANGLE STEEL TYPE.
OF CLASS I RIP -RAP WITH 12" THICK NO. 57
WOOD POST SHALL BE 6 FT. IN HEIGHT, BE
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STONE FACE ON UPSTREAM SIDE.
6"
3 INCHES IN DIAMETER. POST SPACING SHALL
2. H=VARIES ACCORDING TO LOCAL
BE A MAXIMUM OF 4 FT.
CONTROL STONE LV6
CONDITIONS. INSTALL AS DIRECTED BY
INSPECT INLETS AT LEAST WEEKLY AND AFTER
ENGINEER.
EACH SIGNIFICANT (I INCH OR GREATER)
NO. 57 STONE
2:1
CLASS I RIP -RAP
A -A B -B
TEMPORARY ROCK SILT CHECK DAM
A
c. NOTES:
P. SEDIMENT CONTROL STONE SHALL BE NO. 5
..0. OR NO. 57 AND SHALL BE PAID FOR AT THE
PCONTRACT UNIT PRICE PER TON "SEDIMENT
v �" " CONTROL STONE."
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WIRE MESH SHALL BE HARDWARE CLOTH 23
GAUGE MIN. AND SHALL HAVE 1/4 INCH MESH
ESH OPENINGS
1/4" WIRE M
TOP OF WIRE MESH SHALL BE A MINIMUM OF
MAXIMUM POST SPACING 4 FT.
ONE FOOT BELOW THE SHOULDER OR ANY
0
DIVERSION POINT.
STEEL POST SHALL BE 5 FT. IN HEIGHT, BE
2'
INSTALLED 1.5 FT. DEEP MINIMUM, AND BE
12"
OF THE SELF -FASTENER ANGLE STEEL TYPE.
2'
WOOD POST SHALL BE 6 FT. IN HEIGHT, BE
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INSTALLED TO 1.5 FT. DEEP MINIMUM, AND BE
6"
3 INCHES IN DIAMETER. POST SPACING SHALL
SEDIMENT2,
BE A MAXIMUM OF 4 FT.
CONTROL STONE LV6
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INSPECT INLETS AT LEAST WEEKLY AND AFTER
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EACH SIGNIFICANT (I INCH OR GREATER)
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RAINFALL EVENT. CLEAR THE MESH WIRE OF
AVERAGE BOX
ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
DIMENSION VARIABLE
ADEQUATE FLOW FOR SUBSEQUENT RAINS.
FILTERED
TAKE CARE NOT TO DAMAGE OR UNDERCUT
WATER
THE WIRE MESH DURING SEDIMENT
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REMOVAL. REPLACE STONE AS NEEDED.
NTS
MULTI -DIRECTIONAL FLOW
NOTES:
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE AND LENGTH OF 10 FT.
EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLE ON TOE OF SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED.
INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE STANDARD SPECIFICATIONS.
SILT FENCE
INSET A
NILL
SILT FENCE WATTLE BREAK DETAIL
NOT TO SCALE
GENERAL
FORMS TO BE USED FOR CONSTRUCTION OF BOTTOM SLABS.
ALL MORTAR JOINTS TO BE 1/2" PLUS OR MINUS 1/8".
JUMBO BRICK WILL BE PERMITTED. JUNCTION BOXES
SHALL BE PROVIDED WITH STEPS V-2" ON CENTER.
m m
EX. 42" CMP
STORM DRAIN
A
LOCATE FRAME
AND GRATE TO
ACCESS STEPS
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DROP INLET FRAME AND GRATE —
(EAST JORDAN IRON WORKS
V-5660, OR APPROVED EQUAL
8" BRICK
WALL
EX. 42" CMP
STORM DRAIN
3000 PSI CONC
SLAB WITH NO.
5 BARS AT 12" 6„
O.C. EACH WAY
DROP INLET
NOT TO SCALE
SIDE VIEW
EX. 18" RCP
STORM DRAIN
I �
I �
SECTION "A"
ILT FENCE POST
EE INSET A
DOWNSLOPE STAKE
3000 PSI CONC. SLAB
WITH NO. 6 BARS AT 6"
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8" BRICK
WALL
48" CORRUGATED
ALUMINUM PIPE
�L�
ROCK INLET SEDIMENT TRAP
NOTES:
INSPECT SEDIMENT FENCES AT
LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A
SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT
PROMPTLY.
(NOT TO SCALE)
8' MAX. STANDARD STRENGTH FABRIC W/ WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC W/O WIRE FENCE
12 GAUGE, 4"x 4" WELDED WIRE FABRIC
REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING
CLEANOUT.
REMOVE ALL FENCING MATERIALS
AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
STEEL POST N II
� , WIRE FABRIC
OQ
UV RESISTANtv GEOTEXTILE F
N
TAMPED
BACKFILL
11111 -GROUND LINE
8" DOWN & 4" FORWARD
ALONG THE TRENCH
TEMPORARY SILT FENCE
(NOT TO SCALE)
FINISHED GRADE
BACKFILL j\
X\::::
j� III III III III /� 12MIN.
EMBEDMENT
/
/
PIPE /
j1/6 O.D. MIN.
GRANULAR EMBEDMENT �\
X\�� 6" MIN.
CLASS"C"
TRENCH SECTION DETAIL FOR THE
INSTALLATION OF STORM DRAINAGE PIPING
NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF
MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE
NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY
MUST BE CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL
POINTS OF INGRESS AND EGRESS UNTIL SITE IS
STABILIZED. PROVIDE FREQUENT CHECKS OF THE
DEVICE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONSTRUCTION
ENTRANCES TO BE DETERMINED BY THE ENGINEER.
7. USE CLASS'A' STONE OR OTHER COARSE
AGGREGATE APPROVED BY THE ENGINEER.
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO
PREVENT VEHICLES FROM BYPASSING
CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
NCDOT TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
(CONSTRUCT IN ACCORDANCE WITH NCDOT DETAIL No. 1607.01)
(NOT TO SCALE)
NOT TO SCALE
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Drawn By:
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Checked By:
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Project Number: 17033
Drawing Number: D-1125
C-4
Date: 1-23-2018
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CENTER OF BRIDGE OF US HWY. 264 s /Q BENCHMAR4. K
US H / 264
EX. SQUARE CUT IN Erosion Control Provisions:
TOP OF BRIDGE WALL
100' PUBLIC R/W - 69' BIB 1. OBTAIN AND POST A COPY OF THE CAMA GENERAL PERMIT ONSITE PRIOR TO
9
c 6> T�y� / CONSTRUCTION. PERMIT SHALL REMAIN UNTIL THE SITE IS PERMANENTLY STABILIZED.
C
°
A ,
° `r�ro d ° d ° e ° d ° u ° e 4 d G/ 2. NOTIFY ENGINEER AT [phone] AND NCDEQ- DIVISION OF ENERGY, MINERAL AND
°d ° ° d ° d AD �P LAND RESOURCES AT [phone] PRIOR TO COMMENCING CONSTRUCTION
d° d a ° v ° d �� 8j ° 4 ° Q
Q OPERATIONS.
° ° ° ° d d ° - ° J °° VISIBLE E46E OF CONCRETE �QO/ P
4, ° d d ° 4 ° ° `� ° ° EXACT L OCA TION%6T 19ETERya'NED ° /
° d °d d ° ° ° d ° ° ° d d ° d ° a ° ° d a- Q ---- --a---------'-�- a ea --� a -� d° dd
d- ° ° ° d d ° ° - - - - - - - - - 3 SCHEDULING OF A PRE -CONSTRUCTION CONFERENCE WITH THE ENGINEER IS REQUIRED
-- - ---- - �, _____ % --_------�- =====A==d °--+--------°-�- ,�-° ---------_--- - d° _�- --- Ex.DRIVE CUT PRIOR TO INITIATING LAND DISTURBING ACTIVITIES. FORINSPECTIONCALL [phone].
d ° - - - - - a - - - a - - - a .� - --- a - -- - - -a - - e - - d - -� d/111r"
� - - - - - - - -O- - - ��'TOTT - - - - �- - - - - - - - - - �' - - - --C>:FzE - - - - - - 2
d d d d ° /•'•0- C
° d ° d e ° d ° d Q &09 ° - - - �° d azo - / so 72 HOUR NOTICE IS REQUIRED.
A
d ° ° d °C®NC. WALK ° ° 4 ° ° d 1.89 d� °
4 ° d ° d d ° 4 ° ° d ° ° d ° d CITY WIDE � -
- - --'I-d- - - - - - - - - - - - -° - - - ° SPEED L IMI T / 4. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON
3--�- ° d °° ° ��-- a--- a �- a d �� ° SIGN
--J------------------ ----y--�-- ���80so-®1o.zs / o s/s•lato THE DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS.
CONC. 46 d d
WATER o ° ° / \ 70 MIH
5. NO LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE
E[)OE i �1 CONC. BENCHMARK WASHINGTON L - EROSION CONTROL MEASURES MAY PROCEED UNTIL EROSION CONTROL MEASURES ARE
g 3.97 pj / CITY LIMIT
SILT FENCE (TYP) 1 PROTECT EXISTING 4"I \91 COTTON SPINDLE SIGN 10- INSPECTED AND APPROVED BY THE ENGINEER.
PROTECT EXISTING 0.29 STRUCTU E(S) (TYPICAL) 40 �� IN PIP
UTILITY(S) (TYPICAL) / ��4p/.
EL. - 10.51 G� -
R/W S 27' 46' 00" E 67.66' 7 s s 27' 4s' oo" E6. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION. INSPECT
A sAS - is js- _ 21oL /o cur w/RE_ -9- 129.47' o° DEVICES AND DOCUMENT INSPECTIONS AFTER EVERY RAINFALL EVENT.
M - Comm - - COMM - -COMM- COMM- -COMM -COMM- - (DEM6�MM- COMM-/ �M-" COMM- CKM- ,
2 7w F/0 C
O/H FIBER OPTIC LINE />B�cH 06 3 j � � � � � � � ,� S 50 16 00" E 9 7. CLEAN OUT EROSION CONTROL DEVICES WHEN HALF FULL.
(DEM --9 -Q�
o z 18" BIRCH / 5 7� i ®8.11 21.38' 08.16 ®s.so
J EXISTING EDGE OF T 5� - / 8. DURING CONSTRUCTION, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED
WATER (NOT TO BE �0 / 6� - s -- GO1 - ao1 - ooi ° ° ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY
PROTECT EXISTING GUY WIRE dol ao' ooi -
DISTURBED BELOW k - / 77s THE ENGINEER.
WATER SURFACE) 8 7 07.64 - - aoi ao1 GOI ° ° ° °
AREAS DISTURBED BY THE REMOVAL ® � pop 9. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO
✓�\ OF TREES AND STUMPS SHALL BE �kf� f f/fief/f/f/f// RESTRAIN EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY
UNIFORMLY GRADED PRIOR TO CHAIN LINK FENCE o �, �,_,,� . <�� °
( INSTALLING RIP RAP (TYPICAL) o (DEMO) H'r MAINTAIN EXISTING ACCESS To ° ° - MoD RIGHT-OF-WAY PHASE OF GRADING ON PERIMETER AREAS AND SLOPES STEEPER THAN 3:1. ALL OTHER
v S 2T 46 00' E PUMP STATION AT ALL TIMES -goo AREAS SHALL BE STABILIZED WITHIN 14 DAYS.
5 0� y REMOVE, SALVAGE & (D. B. 813, PG. 673
�l � '� - ' DURING CONSTRUCTION too
REMOVE EXISTING TREES, STUMPS �� &, 46 k REINSTALL EXISTING �� <'1240' 27'46' 00" W 10. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES
AND VEGETATION FROM EXISTING 12" MAPLE CHAIN LINK FENCE Aft?"',
ORIVEw 97.50'
EMBANKMENT IN AREATO BE 3 �S (DEMO) (DEMO)7,s h - ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL
STABILIZED WITH RIP RAP. - - - - o _ a_ - EROSION CONTROL DEVICES IN PROPER WORKING ORDER MAY RESULT IN A STOP WORK
/ (DMO)I / �, o a� ORDER OR CIVIL PENALTIES UP TO $5000.00 PER DAY OF VIOLATION.
10" OAKj O
� 07.89 p
SILT FENCE (TYP) 66 �Ysa 06.8 �� 7.96 � V� �0 11. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF
r7- �q 99 s/s 0' 16, 00 SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL DEVICES, FINE GRADE AREA,
SER S Z \I �iz I I �coroc. a ° S/N N 5 AND STABILIZE AREA AS INDICATED ON THE PLANS.
4663 Sq.Ft. o PROTECT EXISTING 0
0.107 Ac. OO° ®7.ss
G� o f I BUDDING , I - 9 UTILITY(S) (TYPICAL)
F.� m �V 07.68N
o OO 12" TREE 12" OAK
p (DEMO) (DEMO I ❑g I I� cONc.1
/ I I � T' -a--- - 9.15
m 4 I 31 I2B ;�� 7-T 20. ®7.69
DEMO) ^ T a h ®6.18 I�7.30 &I7.7o �s.r9- - ft4'- - .01 I ° I
°j� I GENERATOR I k WILLIAM H. PAGE TRUST
12" TREE � � � � - -
I H -FRAM - - '
i a.o3 ELECT. �1 - - -_ 9.14' I3 NOTE: D. 8. 1739, PG. 356
8 1 06.42 I I WOOD I PANEL I ANY AREAS WITHIN LIMITS OF LOT 1
05.59 ((( PLATFORM _ DISTURBANCE THAT ARE DISTURBED AND
CHAIN LINK FENCE - 8
e 4 / - - L-= �� -OAy 75--- - - -X- _ - _j ARE NOT PROPOSED TO BE STABILIZED CHERRY RUN PROPERTIES, LLC
12. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL
MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.
13. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON THE CONTRACTORS
COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATION AND RULES.
IN ADDITION LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO APPLY TO THIS
LAND DISTURBING ACTIVITY. APPROVAL OF THE EROSION CONTROL PLAN DOES NOT
SUPERSEDE ANY OTHER PERMIT OR APPROVAL.
14. BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG
I'll89 07.63 WITH RIP RAP OR STONE SHALL BE P.C. G, SLD. 77-8 WATERCOURSES IN THE NEUSE AND TAR / PAMLICO RIVER BASINS. THESE RULES ARE
SILT FENCE (TYP) f ®6.30 &s 471 d7 PERMANENTLY SEEDED AND STABILIZED ENFORCED BY THE DIVISION OF WATER RESOURCES (DWR). DIRECT ANY QUESTIONS ABOUT
WITH GROUND COVER. ALL AREAS THE APPLICABILITY OF THESE RULES TO THE PROJECT TO THE REGIONAL WATER QUALITY
52 SF S / SF SF SF SF &7 os SF SF OUTSIDE OF THE LIMITS OF DISTURBANCE SUPERVISOR WASHINGTON REGIONAL OFFICE AT 252 946-6481.
SHALL REMAIN UNDISTURBED AND BE ( )
EXISTING EDGE OF
WATER (NOT TO BE
DISTURBED BELOW
WATER SURFACE)
CUT EX. UPROOTED TREES 18" ABOVE
ROOT BALL LEAVING STUMP AN"OOT
BALL INTACT. REMOVE TRUNKS,
BRANCHES AND DEBRIS. STABILIZE AREA
DISTURBED BY TREE REMOVAL.
2.06 I '
I1 \ \ I
®Q.90 I I
// 02.42 I I \
05.69
ii
I
®7.04
®6.96
/ I
07.09
EIP PROTECTED AT ALL TIMES DURING
CONSTRUCTION.
CENTER OF BRIDGE OF US HWY. 264 / l �/���/ /Q BENL. CHMARK
s 6. US / / VV / , 264 / EX. SQUARE CUT IN
TOP OF BRIDGE WALL
c qT
100' PUBLIC R/W - 69' BIB /
c d ° ° �(i
s° e ° ° 0
a d ° a 4 d ° d ° ° e 4° ° d [�/P�
4 d o ° ° 4 ° /Q�' UTILIZE EXISTING GRAVEL DRIVE
J ° �G9°4 VISIBE EDGE OF CONCRETE AS CONSTRUCTION ENTRANCE -
° °° e ° d ° 4 ° a d a ° c ` d ° EXACT' L-OC-A�TION°yPT IaETERAJa'NED_ °d
n ° d ° d ° /
_-_-_- aQ -_Q_ --� a c A a d° a �_ •T O?2 _ G -_ a -_ -_ � -_ - - -
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AO '64
n d - - - - - a - - - - - - - - - -a- - -a - - - --
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d e d ° c Q ° ®T ��
A ° ° 4° °°C®NCWA4K °e&0.91 44.20 60
° ° ° 1.89 d °/
d 4 d ° d 4 d CITY WIDE
° d -A- -d- e A d 4 SPEED L IMI T _
d SIGN
---------�------ ° ''--------�-----°-- --- ° - y --A -- .11-�---T
- - - 1�.80®10.50 /
CONC. .46 CUT/REMOVE NATIVE MATERIAL AS ° ° d4 ° d /--
WATER REQUIRED TO INSTALL RIP -RAP SUCH THAT = \ 10- 010.25 e s/s
GE OFRIP-RAPO /�� WASHINGTON M�
Eo TOP OF ELEVATION IS ESTABLISHED S'1 3.97 `CONC. BENCHMARK r CITY LIMIT L - O
BELOW NATURAL GROUND ELEVATION 4' �G• /� �9 COTTON SPINDLE 1 SIGN
CITY 10 -
PROTECT EXISTING 0.29 INSIDE PUMP STATION SITE FENCE. d< IN PIP
UTILITY(S) (TYPICAL) EL. = 10.51 /
R/W / S 27' 46' 00" E 67.66' �t.87
M -COMM- -COMM- -COMM-COMM- -COMM -
0/H FIBER OPTIC LINE)
o
A
G \\ �k
3 S CLASS II RIP -RAP
36" DEEP WITH
UNDERLINER (TYP.)
�p1 4S
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o \ N 36" DEEP WITH
1 I UNDERLINER (TYP.)4
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05.69 I
DEMOLITION LEGEND
Existing Conditions and Demolition
SCALE: 1"=10'
10' 0 5' 10'
SCALE 1 inch = 10 ft
-
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97.95
ENCE
�-GRADE /COMPACT CORNER TO CHAIN LINK FGRVL �
GRVL SUBGRADE ELEVATION PRIOR �1'
7.30 TO REINSTALLATION OF FENCE 8.0 a6 S 27' 46 00 E
O X1fY a 12 40'
INSTALL 4" DEPTH WASHED #57 0
STONE WITHIN FENCED LIMITS 10' GRAVEL DRIVE
5 AFTER BANK STABILIZATION - - - -
x WORK HAS BEEN PERFORMED o0
U -.X- 7.96 R
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ILIMITS OF
/ DISTURBANCE
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®7.04 \
®7-09
®6.96
� I
N
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MAINTAIN EXISTING ACCESS TO
PUMP STATION AT ALL TIMES
DURING CONSTRUCTION -
1---a
UTILIZE EXISTING GRAVEL DRIVE
AS CONSTRUCTION ENTRANCE
00„ �
-1/350 16
MIH
N
0
0/ 59
WILLIAM H. PAGE, TRUST
D. B. 1739, PG. 356
LOT 1
CHERRY RUN PROPERTIES, LLC
P. C. G, SLD. 77-8
07.55
LOD
.� .�
1• •�• ..
is
7 ii
i
Proposed Improvements
SCALE: 1"=10'
10' 0 5' 10'
SCALE 1 inch = 10 ft
Erosion Control General Notes
1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION
POLLUTION CONTROL ACT, THE SUBMITTED PLAN AND/OR THE CONTRACT SPECIFICATIONS,
THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL.
2. THE LAND -DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE
EROSION AND SEDIMENTATION CONTROL PLAN.
3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED
DURING PERIODIC UNANNOUNCED INSPECTIONS TO DETERMINE COMPLIANCE AND A COPY
OF THE PLAN MUST BE ON FILE AT THE JOB SITE. IF IT IS DETERMINED THAT THE
IMPLEMENTED PLAN IS INADEQUATE, THE ENGINEER MAY REQUIRE THE INSTALLATION OF
ADDITIONAL MEASURES AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW
4. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT, THE SCHEDULING OF THE
LAND -DISTURBING ACTIVITIES IS TO BE SUCH THAT BOTH THE AREA OF EXPOSURE AND THE
TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS
MINIMIZED.
5. UNLESS A TEMPORARY, MANUFACTURED, LINING MATERIAL HAS BEEN SPECIFIED, A CLEAN
STRAW MULCH MUST BE APPLIED, AT A MINIMUM RATE OF 2 TONS/ACRE, TO ALL SEEDED
AREAS. THE MULCH MUST COVER AT LEAST 75%± OF THE SEEDED AREA AFTER IT IS EITHER
TACKED, WITH AN ACCEPTABLE TACKING MATERIAL, OR CRIMPED IN PLACE.
6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED
BY VEGETATIVE COVER, AND MUST BE PROVIDED WITH A GROUND COVER SUFFICIENT TO
RESTRAIN EROSION WITHIN A MAXIMUM OF 7 CALENDAR DAYS OF COMPLETION OF ANY
PHASE (ROUGH OR FINAL) OF GRADING (ANNUAL RYE GRASS IS NOT IN THE APPROVED
SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A
TEMPORARY GROUND COVER).
7. PROVIDE EROSION CONTROL MEASURES AROUND STOCK/WASTE PILES AND STAGING
AREAS AS NEEDED OR AS DIRECTED BY ENGINEER.
8. EROSION CONTROL MEASURES SHALL NOT BE PLACED IN OR BELOW THE NORMAL WATER
SURFACE OF A STREAM UNLESS SPECIFICALLY INDICATED ON THE APPROVED PLAN OR AS
DIRECTED BY THE ENGINEER.
9. PROVIDE PERMANENT SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE.
Construction Seauence:
THE WORK CONSISTS OF STREAM BANK STABILIZATION LOCATED BEHIND
THE CHERRY RUN PUMP STATION IN THE CITY OF WASHINGTON. THE
TOTAL ANTICIPATED PROJECT DURATION IS 30 CALENDAR DAYS.
1. CONTRACTOR MUST NOTIFY THE CITY OF WASHINGTON AND THE
ENGINEER PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.
(REFER TO EROSION CONTROL PROVISIONS)
2. INSTALLATION OF EROSION CONTROL MEASURES 1 WEEK
3. CLEARING & GRUBBING 1 WEEK
4. STABILIZE EMBANKMENT 1 WEEK
5. SEEDING & CLOSEOUT 1 WEEK
SEVERAL OF THE ITEMS LISTED ABOVE MAY BE CONSTRUCTED SIMULTANEOUSLY.
Erosion Control Construction Seauence
1. WORK PERFORMED TO STABILIZE THE EMBANKMENT OF THE STREAM SHALL BE CONFINED
TO AREAS WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THE PLAN.
2. TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED WHERE INDICATED ON
THE PLAN PRIOR TO BEGINNING WORK.
3. TEMPORARY EROSION CONTROL MEASURES MAY BE REMOVED UPON COMPLETION OF
GRADING WORK AND STABILIZATION OF DISTURBED AREAS. AREAS DISTURBED BY THE
REMOVAL OF TEMPORARY EROSION CONTROL MEASURES SHALL BE UNIFORMLY GRADED
AND IMMEDIATELY STABILIZED AS INDICATED ON THE PLANS.
4. CONTRACTOR MAY TRAVERSE ALONG THE BANK OF THE STREAM WITHIN THE LIMITS OF
DISTURBANCE AS SHOWN ON THE PLANS. CONTRACTOR SHALL NOT CROSS THE STREAM
WITH EQUIPMENT OR GRADE BELOW THE WATER SURFACE.
5. INSTALL TEMPORARY SILT FENCE ALONG THE STREAM SLOPE AS INDICATED ON THE PLAN
PRIOR TO BEGINNING TREE REMOVAL OR LAND DISTURBANCE.
6. REMOVE TEMPORARY SILT FENCE AFTER COMPLETION OF RIP RAP PLACEMENT &
STABILIZATION OF ALL DISTURBED AREAS.
1 REVISIONS: 1
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Existing Conditions and Demolition
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00„ �
-1/350 16
MIH
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0/ 59
WILLIAM H. PAGE, TRUST
D. B. 1739, PG. 356
LOT 1
CHERRY RUN PROPERTIES, LLC
P. C. G, SLD. 77-8
07.55
LOD
.� .�
1• •�• ..
is
7 ii
i
Proposed Improvements
SCALE: 1"=10'
10' 0 5' 10'
SCALE 1 inch = 10 ft
Erosion Control General Notes
1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION
POLLUTION CONTROL ACT, THE SUBMITTED PLAN AND/OR THE CONTRACT SPECIFICATIONS,
THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL.
2. THE LAND -DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE
EROSION AND SEDIMENTATION CONTROL PLAN.
3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED
DURING PERIODIC UNANNOUNCED INSPECTIONS TO DETERMINE COMPLIANCE AND A COPY
OF THE PLAN MUST BE ON FILE AT THE JOB SITE. IF IT IS DETERMINED THAT THE
IMPLEMENTED PLAN IS INADEQUATE, THE ENGINEER MAY REQUIRE THE INSTALLATION OF
ADDITIONAL MEASURES AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW
4. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT, THE SCHEDULING OF THE
LAND -DISTURBING ACTIVITIES IS TO BE SUCH THAT BOTH THE AREA OF EXPOSURE AND THE
TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS
MINIMIZED.
5. UNLESS A TEMPORARY, MANUFACTURED, LINING MATERIAL HAS BEEN SPECIFIED, A CLEAN
STRAW MULCH MUST BE APPLIED, AT A MINIMUM RATE OF 2 TONS/ACRE, TO ALL SEEDED
AREAS. THE MULCH MUST COVER AT LEAST 75%± OF THE SEEDED AREA AFTER IT IS EITHER
TACKED, WITH AN ACCEPTABLE TACKING MATERIAL, OR CRIMPED IN PLACE.
6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED
BY VEGETATIVE COVER, AND MUST BE PROVIDED WITH A GROUND COVER SUFFICIENT TO
RESTRAIN EROSION WITHIN A MAXIMUM OF 7 CALENDAR DAYS OF COMPLETION OF ANY
PHASE (ROUGH OR FINAL) OF GRADING (ANNUAL RYE GRASS IS NOT IN THE APPROVED
SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A
TEMPORARY GROUND COVER).
7. PROVIDE EROSION CONTROL MEASURES AROUND STOCK/WASTE PILES AND STAGING
AREAS AS NEEDED OR AS DIRECTED BY ENGINEER.
8. EROSION CONTROL MEASURES SHALL NOT BE PLACED IN OR BELOW THE NORMAL WATER
SURFACE OF A STREAM UNLESS SPECIFICALLY INDICATED ON THE APPROVED PLAN OR AS
DIRECTED BY THE ENGINEER.
9. PROVIDE PERMANENT SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE.
Construction Seauence:
THE WORK CONSISTS OF STREAM BANK STABILIZATION LOCATED BEHIND
THE CHERRY RUN PUMP STATION IN THE CITY OF WASHINGTON. THE
TOTAL ANTICIPATED PROJECT DURATION IS 30 CALENDAR DAYS.
1. CONTRACTOR MUST NOTIFY THE CITY OF WASHINGTON AND THE
ENGINEER PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.
(REFER TO EROSION CONTROL PROVISIONS)
2. INSTALLATION OF EROSION CONTROL MEASURES 1 WEEK
3. CLEARING & GRUBBING 1 WEEK
4. STABILIZE EMBANKMENT 1 WEEK
5. SEEDING & CLOSEOUT 1 WEEK
SEVERAL OF THE ITEMS LISTED ABOVE MAY BE CONSTRUCTED SIMULTANEOUSLY.
Erosion Control Construction Seauence
1. WORK PERFORMED TO STABILIZE THE EMBANKMENT OF THE STREAM SHALL BE CONFINED
TO AREAS WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THE PLAN.
2. TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED WHERE INDICATED ON
THE PLAN PRIOR TO BEGINNING WORK.
3. TEMPORARY EROSION CONTROL MEASURES MAY BE REMOVED UPON COMPLETION OF
GRADING WORK AND STABILIZATION OF DISTURBED AREAS. AREAS DISTURBED BY THE
REMOVAL OF TEMPORARY EROSION CONTROL MEASURES SHALL BE UNIFORMLY GRADED
AND IMMEDIATELY STABILIZED AS INDICATED ON THE PLANS.
4. CONTRACTOR MAY TRAVERSE ALONG THE BANK OF THE STREAM WITHIN THE LIMITS OF
DISTURBANCE AS SHOWN ON THE PLANS. CONTRACTOR SHALL NOT CROSS THE STREAM
WITH EQUIPMENT OR GRADE BELOW THE WATER SURFACE.
5. INSTALL TEMPORARY SILT FENCE ALONG THE STREAM SLOPE AS INDICATED ON THE PLAN
PRIOR TO BEGINNING TREE REMOVAL OR LAND DISTURBANCE.
6. REMOVE TEMPORARY SILT FENCE AFTER COMPLETION OF RIP RAP PLACEMENT &
STABILIZATION OF ALL DISTURBED AREAS.
1 REVISIONS: 1
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CONCRETE FOOT
(4,000
3' FILTER
FABRIC ON
GROUND
CONSTRUCTION SPECIFICATIONS:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL
VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND
DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT
TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE
STABILITY OF THE FOUNDATION IN LOCATIONS
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
2"-3" COARSE
AGGREGATE
NOTE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH
2 -INCH STONE. AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT A!
NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING
CLEANOUT.
4. REMOVE ALL FENCING MATERIALS
AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.
4' MIN.
FILTER STONE J
FRONT VIEW
FILTER OF 1" DIA.
WASHED STONE
BURY 6" OF UPPER q-"-- BURY WIRE FENCE AND
EDGE OF FILTER HARDWARE CLOTH
FABRIC IN TRENCH U
SECTION VIEW
NOT TO SCALE
8' MAX. STANDARD STRENGTH FABRIC W/ WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC W/O WIRE FENCE
0110000000000001
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(APRIL 1 -JULY 31)
MI1EENNEENEE
MI1EEMENEENE
.11■■■■■■■■■M
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- 15 LBS/ACRE
CENTIPEDE
'•
(AUGUST 1 - DECEMBER 31)
WIRE FABRIC
OQ
UV RESISTANT �\\�5�
GEOTEXTILE FABRIC
m
TAMPED
BACKFILL
GROUND LINE
77 7171 >
8" DOWN & 4" FORWARD
ALONG THE TRENCH
TEMPORARY SILT FENCE
NOT TO SCALE
TOP OF SILT FENCE
MUST BE AT LEAST
V ABOVETHETOP
BURY WIRE FENCE, FILTER
FABRIC AND HARDWARE
CLOTH IN TRENCH
STEEL FENCE POST SET MAX 2'
U APARTI8" INTO SOLID GROUND
Pf
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SILT FENCE OUTLET
NOT TO SCALE
I_9:0;,u/"IffolLIN 961DI:11 1k1r1_'t►f#" MWD
(JANUARY 1 - MARCH 31)
COMMON BERMUDA GRASS (UNHULLED)
- 20 LBS/ACRE
(APRIL 1 -JULY 31)
- 2 TONS/ACRE
COMMON BERMUDA GRASS (HULLED)
- 15 LBS/ACRE
CENTIPEDE
- 8 LBS/ACRE
(AUGUST 1 - DECEMBER 31)
(VISUAL)
COMMON BERMUDA GRASS (UNHULLED)
- 15 LBS/ACRE
TALL FESCUE
- 120 LBS/ACRE
CENTIPEDE
- 8 LBS/ACRE
HERBACEOUS WETLAND SEED MIX
Q-
FOLLOW MANUFACTURER'S RECOMMENDATIONS AS TO
APPLICATION RATE, SEEDBED PREPARATION AND SEED
APPLICATION TIMES
SOIL AMENDMENTS
Drawn By:
LIMESTONE
- 2 TONS/ACRE
FERTILIZER (10-10-10)
- 1000 LBS/ACRE
STRAW MULCH
- 2 TONS/ACRE
D-1126
(VISUAL)
EMULSIFIED ASPHALT TACK
-0.03
Z Z0
GALLONS/SQ.
V
YARD
TEMP. SEEDING (SUMMER
SPECIES RATE (LBS/ACRE)
GERMAN MILLET 40
SEEDING DATES 4/15-8/15
SCILAMENDMENTS
LIMESTONE 2000 LBS/ACRE
FERTILIZER (10-10-10) 750 LBS/ACRE
STRAW MULCH 4000 LBS/ACRE
EMULSIFIED ASPHALT TACK 435 GALLONS/ACRE
TEMP. SEEDING (WINTER)
SPECIES RATE (LBS/ACRE)
RYE GRAIN 120
SEEDING DATES 8/16-4/14
SCILAMENDMENTS
LIMESTONE 2000 LBS/ACRE
FERTILIZER (10-10-10) 750 LBS/ACRE
STRAW MULCH 4000 LBS/ACRE
EMULSIFIED ASPHALT TACK 435 GALLONS/ACRE
STANDARD CHAIN LINK FENCE
NOT TO SCALE
Rip -Rap Lined Slope
NOT TO SCALE
PROPOSED STONE SECTION
NOT TO SCALE
GENERAL NOTES
1. CONTRACTOR SHALL CONTACT INC ONE -CALL AT 811 AT LEAST 72 HOURS IN ADVANCE OF ANY LAND
DISTURBING ACTIVITY OR EXCAVATION AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO
EXCAVATING OR TRENCHING.
2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR
ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES
IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR
DEMOLITION WORK.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH
EXISTING CONDITIONS PRIOR TO BIDDING ON THE WORK FOR THIS PROJECT. IF CONDITIONS
ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF
IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND
PERMIT REQUIREMENTS.
6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED.
7. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS, AND
BENCHMARKS DURING DEMOLITION AND / OR CONSTRUCTION ACTIVITIES. IF DISTURBED,
CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL
COST TO THE OWNER.
8. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA REGULATIONS.
9. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH
THE CURRENT ADDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD),
NCDOT STANDARDS, AND AS REQUIRED BY LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG
STREETS, ROADS, HIGHWAYS, ETC. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN
APPROVAL AND COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED,
EXTENT, AND LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL
MEASURES.
10. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL MEASURES IF REQUIRED.
11. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTY AT ALL TIMES, EXCEPT THAT THE
CONTRACTOR MAY TEMPORARILY BLOCK ACCESS DURING TRENCHING OPERATIONS DIRECTLY IN
FRONT OF DRIVEWAYS UPON APPROVAL FROM PROPERTY OWNER AND ENGINEER. CONTRACTOR
SHALL GIVE PROPERTY OWNER A MINIMUM OF 48 HOURS NOTICE PRIOR TO BLOCKING DRIVEWAYS
TO ALLOW OWNER TO MAKE ALTERNATE ARRANGEMENTS.
12. CONTRACTOR SHALL NOT CROSS A STREAM WITH EQUIPMENT OR PERSONNEL OR PERFORM WORK
IN THE STREAM BELOW THE NORMAL WATER SURFACE ELEVATION. CONTRACTOR IS RESPONSIBLE
FOR CREATING A TRAVEL WAY AS NEEDED TO NAVIGATE UP AND DOWN THE STREAM BANKS.
UNDERCUT EXCAVATION AND SELECT BACKFILL, IF REQUIRED TO MAINTAIN A SUITABLE
CONSTRUCTION TRAVEL WAY, IS THE CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE A SEPARATE
PAY ITEM.
13. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE
DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES.
14. CONTRACTOR SHALL CONTACT THE CITY OF WASHINGTON ELECTRIC DEPARTMENT TO SCHEDULE
RELOCATION OR BRACING OF EXISTING UTILITY POLES.
15. CONTRACTOR SHALL COORDINATE EXISTING FACILITIES UTILITY DISCONNECTS WITH THE OWNING
UTILITY REPRESENTATIVE A MINIMUM 7 DAYS PRIOR TO ANTICIPATED DEMOLITION OF STRUCTURES
OR INTERRUPTION OF SERVICE.
16. REMOVE EXISTING ON-SITE TREES, SHRUBS, HEDGES, FENCES TO LIMITS OF DISTURBANCE OR
CLEARING LIMITS UNLESS OTHERWISE NOTED.
17. TREES OUTSIDE OF LIMITS OF DISTURBANCE OR ON ADJACENT PROPERTY SHALL BE PROTECTED AT
ALL TIMES DURING CONSTRUCTION.
18. ALL CONSTRUCTION WITHIN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RIGHT RIGHT OF
WAY SHALL COMPLY WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2012
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
19. CONTRACTOR SHALL NOT PERFORM ANY WORK OR DISTURB ANY AREA OUTSIDE OF THE PUBLIC
RIGHTS OF WAY, EXISTING EASEMENTS OR LIMITS OF DISTURBANCE WITHOUT APPROVAL OF
ENGINEER AND LAND OWNER.
20. WETLANDS AND STREAMS ARE VALUABLE NATURAL RESOURCES THAT PROVIDE IMPORTANT
ECOLOGICAL FUNCTIONS. BE ADVISED THAT ACTIVITIES WITHIN WETLANDS, STREAMS AND STREAM
BUFFERS ARE REGULATED BY THE STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT.
WETLANDS AND STREAM BUFFERS SHOWN ON THESE PLANS ARE BASED UPON FIELD OBSERVATIONS
AND DO NOT REPRESENT JURISDICTIONAL DETERMINATIONS. REFER TO SPECIFIC PERMIT
REQUIREMENTS AS CONTAINED IN THE PROJECT SPECIFICATIONS.
LIST OF UTILITY OWNERS:
TYPE OWNER/CONTACT PERSON
GAS PIEDMONT NATURAL GAS
DAVID KENNEDY
111 EXECUTIVE PARKWAY
NEW BERN, N.C. 28562
WATER/SEWER
ELECTRIC
TELEPHONE
CABLE TV
STATE ROAD
CITY OF WASHINGTON
FRANKIE BUCK
102 E. 2nd STREET
WASHINGTON, N.C. 27889
CITY OF WASHINGTON
102 E. 2nd STREET
WASHINGTON, N.C. 27889
CENTURYLINK
CECELIA PRICE
1528 BRIMLEY DRIVE
GREENVILLE, N.C. 27834
SUDDENLINK
MELVIN HART
910 HACKNEY AVE.
WASHINGTON, N.C. 27889
N.C.D.O.T.
GENE PITTMAN
1701 W. FIFTH STREET
WASHINGTON, N.C. 27889
CITY STREET CITY OF WASHINGTON
FRANKIE BUCK
102 E. 2nd STREET
WASHINGTON, N.C. 27889
SEEDBED PREPARATION
PHONE
[phone]
[phone]
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1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP.
2. RIP ENTIRE AREA 8" DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLE SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLE UNIFORM
SEEDBED IS PREPARED 4" TO 6" DEEP.
6. SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACKER AFTER SEEDING.
7. SEEDBED SHALL BE IMMEDIATELY STABILIZE AFTER PREPARATION.
EROSION CONTROL MEASURES
1. All work will be done in accordance with the Sedimentation Control Act of 1973 and requirements of the North
Carolina Department of Environmental Quality. No land disturbing activity beyond that required to install the
appropriate erosion control measures may proceed until measures are inspected and approved by the Engineer.
2. Prior to demolition operations, silt fence and straw wattles shall be installed as shown on the construction drawings.
3. Disturbed areas shall be seeded to stabilize the soil. Seed bed preparation shall be conducted according to North
Carolina Department of Transportation Standard Specifications for Roads and Structures (D.O.T.). The ground surface
shall be cleared of stumps, stones, roots, cables, wire, grade stakes, and other materials that might hinder proper
grading, tillage, seeding or subsequent maintenance operations. Grades on the area to be seeded shall be maintained
in a true and even condition. Maintenance shall include any necessary repairs to previously graded areas. All graded
areas shall be thoroughly tilled to a depth of at least four (4) inches by plowing, disking, harrowing, or other approved
methods until the condition of the soil is acceptable. On sites where soil conditions are such that high clay content
and excessive compaction cause difficulty in getting clods and lumps effectively pulverized, the Contractor shall use
the rotary tillage machinery until the mixing of the soil is acceptable and no clods or clumps remain larger than 11/2
inches in diameter. A firm and compact seed bed is required and after being graded, the seed bed shall be lightly
compacted with a land roller, such as a cultipacker, before and after seeding. Limestone shall be dolomitic agriculture
ground limestone containing not less than 10 percent magnesium oxide. Lime shall be uniformly applied at the rate of
2 tons per acre. Fertilizer shall be uniformly applied at a rate of 500 pounds per acre of 10-20-20 analysis. The
fertilizer shall be incorporated into the upper three or four inches of prepared seed bed just prior to the last tillage
operation, but in no case shall it be applied more than three days prior to seeding. Fertilizer shall be used immediately
after delivery or stored in a manner that will not permit it to harden or destroy its effectiveness.
When hydroseeding equipment is used for seeding, fertilizer shall be applied simultaneously with seed, using the
above rates of application. Seed shall be certified seed or equivalent based on North Carolina Seed Improvement
Association requirements for certification. All seed shall be furnished in sealed standard containers. Seed which has
become wet, moldy, or otherwise damaged prior to seeding will not be acceptable. Seeding shall be accomplished
with hand planters, power- drawn planters, hand packers, or hydroseeding equipment at the rates prescribed in the
Permanent Seeding Schedule at left:
4. Ground Stabilization (Per NCG010000)
a. Soil stabilization shall be achieved on any area of a site where land -disturbing activities have temporarily or
permanently ceased according to the following schedule:
i. All perimeter dikes, swales, ditches, perimeter slopes and all slopes steeper than 3 horizontal to 1 vertical (3:1)
shall be provided temporary or permanent stabilization with ground cover as soon as practicable but in any event
within 7 calendar days from the last land -disturbing activity.
ii. All other disturbed areas shall be provided temporary or permanent stabilization with ground cover as soon as
practicable but in any event within 14 calendar days from the last land -disturbing activity.
b. Conditions - In meeting the stabilization requirements above, the following conditions or exemptions shall apply:
i. Extensions of time may be approved by the permitting authority based on weather or other site-specific
conditions that make compliance impracticable.
ii. All slopes 50' in length or greater shall apply the ground cover within 7 days except when the slope is flatter than
4:1. Slopes less than 50' shall apply ground cover within 14 days except when slopes are steeper than 3:1, the 7
day -requirement applies.
iii. Any sloped area flatter than 4:1 shall be exempt from the 7 -day ground cover requirement.
iv. Slopes 10' or less in length shall be exempt from the 7 -day ground cover requirement except when the slope is
steeper than 2:1.
V. Although stabilization is usually specified as ground cover, other methods, such as chemical stabilization, may be
allowed on a case-by-case basis.
vi. For portions of projects within one mile and draining to trout waters and High Quality Waters as classified by the
Environmental Management Commission, stabilization with ground cover shall be achieved as soon as practicable
but in any event on all areas of the site within 7 calendar days from the last land -disturbing act.
vii. For portions of projects located in Outstanding Resource Waters watersheds as classified by the Environmental
Management Commission, stabilization with ground cover shall be achieved as soon as practicable but in any
event on all areas within 7 calendar days from the last land -disturbing act.
viii. Portions of a site that are lower in elevation than adjacent discharge locations and are not expected to discharge
during construction may be exempt from the temporary ground cover requirements if identified on the approved
E&SC plan or added by the permitting authority.
5. Self Inspection and Reporting Requirements (Per NCG010000)
Minimum self inspection and reporting requirements are as follows unless otherwise approved in writing by the
Division of Environmental Quality Division of Energy, Mineral and Land Resources.
a. A rain gauge shall be maintained in good working order on the site unless another rain monitoring device has
been approved by the permitting authority.
b. A written record of the daily rainfall amounts shall be retained and all records shall be made available to DEQ or
authorized agent upon request (Note: if no rainfall occurred, the permittee must record zero ).
C. Erosion and sedimentation control measures shall be inspected to ensure that they are operating correctly.
Inspection records must be maintained for each inspection event and for each measure. At a minimum,
inspection of measures must occur at the frequency indicated below:
i. All erosion and sedimentation control measures must be inspected by or under the direction of the permittee at
least once every seven calendar days, and
ii. All erosion and sediment control measures must be inspected by or under the direction of the permittee within
24 hours after any storm event of greater than 0.50 inches of rain per 24 hour period.
iii. Times when a determination that adverse weather conditions prevented inspections should be documented on
the Inspection Record.
d. Once land disturbance has begun on the site, stormwater runoff discharge outfalls shall be inspected by
observation for erosion, sedimentation and other stormwater discharge characteristics such as clarity, floating
solids, and oil sheens. Inspections of the outfalls shall be made at least once every seven calendar days and within
24 hours after any storm event of greater than 0.50 inches of rain per 24 hour period.
e. Inspections are only required to be made during normal business hours. When adverse weather conditions would
cause the safety of the inspection personnel to be in jeopardy, the inspection can be delayed until it is deemed
safe to perform these duties. If the inspection cannot be done on that day, it must be completed on the following
business day.
f. Twenty-four Hour Reporting for visible sediment deposition
i. The permittee shall report to the Division of Environmental Quality central office or the appropriate regional
office any visible sediment being deposited in any stream or wetland or any noncompliance which may endanger
health or the environment. (See Section IX of this permit for contact information.) Any information shall be
provided orally or electronically within 24 hours from the time the permittee became aware of the
circumstances. Visible discoloration or suspended solids in the effluent should be recorded on the Inspection
Record as provided below.
ii. A written submission shall be provided to the appropriate regional office of the DEQ within 5 days of the time the
permittee becomes aware of the circumstances. The written submission shall contain a description of the
sediment deposition and actions taken to address the cause of the deposition. The Division of Environmental
Quality staff may waive the requirement for a written report on a case-by-case basis.
g. Records of inspections made during the previous 30 days shall remain on the site and available for agency
inspectors at all times during normal working hours, unless the permitting authority provides a site-specific
exemption based on unique site conditions that make this requirement not practical. Older records must be
maintained for a period of one year after project completion and made available upon request. The records must
provide the details of each inspection including observations, and actions taken in accordance with this permit.
The permittee shall record the required rainfall and monitoring observations on the Inspection Record for
Activities Under Stormwater General Permit NCGO10000 form provided by the Division or a similar inspection
form that is inclusive of all of the elements contained in the Division's form. Electronic storage of records will be
allowed if approved by the permitting authority.
h. Inspection records must include, at a minimum, the following:
i. Control Measure Inspections: Inspection records must include at a minimum:
1. identification of the measures inspected,
2. date and time of the inspection,
3. name of the person performing the inspection,
4. indication of whether the measures were operating properly,
5. description of maintenance needs for the measure,
6. corrective actions taken and
7. date of actions taken.
ii. Stormwater Discharge Inspections: Inspection records must include at a minimum:
1. identification of the discharge outfall inspected,
2. date and time of the inspection,
3. name of the person performing the inspection,
4. evidence of indicators of stormwater pollution such as oil sheen, floating or suspended solids or discoloration,
5. indication of visible sediment leaving the site,
6. actions taken to correct/prevent sedimentation and
7. date of actions taken.
iii. Visible Sedimentation Found Outside the Site Limits: Inspection records must include:
1. an explanation as to the actions taken to control future releases,
2. actions taken to clean up or stabilize the sediment that has left the site limits and
3. the date of actions taken.
iv. Visible Sedimentation Found in Streams or Wetlands: All inspections should include evaluation of streams or
wetlands onsite or offsite (where accessible) to determine if visible sedimentation has occurred.
V. Visible Stream Turbidity - If the discharge from a site results in visible stream turbidity, inspection records must
record that evidence and actions taken to reduce sediment contributions. Sites discharging to streams named on
the state's 303(d) list as impaired for sediment -related causes may be required to perform additional monitoring,
inspections or application of more -stringent management practices if it is determined that the additional
requirements are needed to assure compliance with the federal or state impaired -waters conditions. If a
discharge covered by this permit enters a stream segment that is listed on the Impaired Stream List for
sediment -related causes, and a Total Maximum Daily Load (TMDL) has been prepared for those pollutants, the
permittee must implement measures to ensure that the discharge of pollutants from the site is consistent with
the assumptions and meets the requirements of the approved TMDL. The DWQ 303(d) list can be found at:
http://h2o.enr.state.nc.us/tmdl/General_303d.htm/
6. All erosion and sedimentation control devices shall remain in place and be maintained by the Contractor until all
seeding is established and construction areas have been stabilized.
7. Temporary Seeding - Seed in accordance with the Temporary Seeding Schedule with regard to seed type, rate of
application, fertilizer, etc.
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(CONTROL
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ACTUAL INV. OF 42" CMP / ELEV. = 24.17 S
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- EXISTING SPOT ELEVATION
1. ELEVA TIONS SHOWN ARE NA VD 88 DA TUM FROM
NCGS MONUMENT "OAKDALE"
2. NO 811 CALL WAS MADE THIS DATE. UNDERGROUND
UTILITIES SHOWN ARE FROM INFORMATION FOUND ON
THE GROUND.
SURVEYOR'S CERT/F/CA T/ON
1, GARY S. MILLER, CERTIFY THAT THE TOPOGRAPHICAL SURVEY, AND HORIZONTAL AND VERTICAL CONTROL
SHOWN HEREON WERE COMPLETED UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL GROUND
SURVEY MADE UNDER MY SUPERVISION, THAT THE TOPOGRAPHIC SURVEY WAS PERFORMED TO MEET FEDERAL
GEOGRAPHIC DATA COMMITTEE STANDARDS AS APPLICABLE- THAT THE TOPOGRAPHIC DATA WAS OBTAINED
ON JUL Y 11, 2017 THA T THE SURVEY WAS COMPLETED ON __ ✓UL Y 13, 2017
THA T THE CONTOURS SHOWN AS BROKEN LINES MA Y NOT MEET THE STA TED STANDARD; THA T VERTICAL
CONTROL WAS ESTABLISHED AT THE SITE TO THE CLASS `A" STANDARD; AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE `STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA"
(21 NCAC 56.1600).
WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS THE 31st DAY OF JULY___, 2017
SIGNED
----------------------------------
GARY S. MILLER, PROFESSIONAL LAND SURVEYOR
REG. NO. L-2562
REFERENCE.' DEED BK. 680, PG. 53
MAP BK. 20, PG. 9
OWNER(S) CITY OF WASHINGTON
ADDRESS
PHONE
GARY S. MILLER SURVEYED: MCP
GM & ASSOCIATES, P.A.
LAND SURVEYORS DRAWN. BL
GARY S. MILLER, RLS 1803 South Charles Blvd.
Phone [phone] Greenville, N.C. 27858
Fox [phone] License # C-0225 CHECKED: GSM
Bar Sccle
40 20 0 40 80
DA TE I EXPLANA TION
APPROVED: GSM
REWS/ONS
DATE.• 07-31-17
SCALE: 1" = 40' 1_24_18 REKSE NAME & ADD REFERENCES
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HODGES AVE
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SUR VEY FOR
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BEAUFORT COUNTY, NORTH CAROL/NA
SCALE: 1" = 40' JUL Y 31, 2017
WO 17143 FB 379
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BEAUFORT COUNTY, NORTH CAROL/NA
SCALE: 1" = 40' JUL Y 31, 2017
WO 17143 FB 379
17143. dwq/17143. psd