NCC223661_MODIFICATION Supporting Doc (LOTS CORRECTION)_20230723

381 382
4846
346 347 RACARA D550 0 O� CgRq
CA 49 �JG� 301 c"9R,y O
74� Q 308 R
407 P 31314 SANTO D0 111NGO CT.
FAIRFIELD HARBOUR SUBDIVISION 410 443 256 UU270 165
247 265 G�k 6p0
1
4557
Q�'JGP z
INDIVIDUAL LOT EROSION CONTROL PLAN
cq S 23 0
O
�qR
Y�
LOTS : 23 46 48 - 50 74 149 165 247 256 265 270 301 308 314 319 346 347 381 382 407 410 443 & 455 149�
NO . 2 TOWNSHIP - CRAVEN COUNTY, NC
VICINITY MAP REVISIONS:
/ \ SCALE: 1"=2000'
81 $
/
General Notes:
/ 46
so 49 48 \ 1. CONTACT NORTH CAROLINA ONE-CALL CENTER, INC. (NC ONE-CALL)AT
811 TO HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO llAA
EXCAVATING OR TRENCHING.
4
4 \ 2. PORTIONS OF THIS PROPERTY ARE LOCATED IN FLOOD ZONE AE (AREA
DETERMINED TO BE INSIDE THE 1%ANNUAL CHANCE FLOOD)AS SHOWN
ON THE FEMA FLOOD INSURANCE RATE MAP NUMBER 3720640800K
® / EFFECTIVE JUNE 6, 2020. (BASE FLOOD ELEVATION =8'± NAVD 88) •
/ 74
\ 3. THE PURPOSE OF THESE PLANS IS FOR EROSION CONTROL ON INDIVIDUAL
08 LOTS 23,46,48-50,74, 149, 165,247,256,265,270,301,308,314,319,
346,347,381,382,407,410,443&455 ONLY.
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL,STATE AND
FEDERAL REQUIREMENTS.
\ \ 5. INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EVERY
RAINFALL PRODUCING EVENT. REPAIR EROSION CONTROL MEASURES AS
REQUIRED IMMEDIATELY FOLLOWING INSPECTION.
J 6. EXISTING CONDITIONS WERE TAKEN FROM ELECTRONIC FILES PROVIDED
\ / BY D.R. HORTON AND ARE NOTTHE RESULT OF A TOPOGRAPHIC SURVEY. O
4o I v i / EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND
ILLUSTRATIVE IN NATURE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
19 I �� TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS Z
443
410 56 70 66 PRIOR TO BIDDING ON THIS PROJECT. IF CONDITIONS ENCOUNTERED
DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENTTHAN THOSE J .O
SHOWN,THE CONTRACTOR SHALL NOTIFYTHE ENGINEER IMMEDIATELY. a
66 U
Site Data p s
TOTAL DISTURBED ACREAGE: 8.22±AC. W0
/ < Z
® / REFERENCES: MAP BOOK 13, PAGE 7 Cl)REFERENCES: Q
/ 4 MAP BOOK 13, PAGE 8
MAP BOOK 13, PAGE 12 � 0 W
J MAP BOOK 13, PAGE 16 W
MAP BOOK 13, PAGE 17 LU Z Y
\ MAP BOOK 13, PAGE 70 = = O W 0
45 / ADDRESS: CARACARA DRIVE O V) W V
NEW BERN, NC 28560 W � � V �
\
p � w 0 L Q U
\ \
Q00
\ 1 \ J m 0
\ Owner/Developer Z
Jo � E
\ DTRACTTO PURCHASE)
D.R. HORTON fl-
7208 FALLS OF NEUSE RD. U / N N a
/
SUITE , Z j N RALIEG H NC 27615 ' o
z3 / CONTACT:TRACEY DAVIS 0 N
� � PHONE: [phone]
/ Engineer LL
Q
ARK CONSULTING GROUP, PLLC LO
2755-B CHARLES BLVD.
w
GREENVILLE, NC 27858 =
CONTACT:SCOTTANDERSON, PE �����,,N iCA ����,'''
PHONE: [phone] ��� OQ� �/ 'i, o
C3 EMAIL: [e-mail] �� �C:: 5 �
f U
rn
_ SE a
28425 _
01
SHEET INDEX -,,;T r"'ANo�` .,%
w
Sheet No. C-1 Cover Sheet 0912212022 U
/ Sheet No. C-2.1-C-2.7 Erosion Control Plans a z
Sheet No. C-3 Erosion Control Details H a Q
Sheet No. C-4 Erosion Control Details J a:0
z � _ � o
Z0W U
W Q
O � z
o w
z
= o
CD IN4- _
/ N U 00 V) A?/ � z00 _
06 o
06
U _ Ln
m Ln o
N
/ \ ` Ln W Ln 3 O
/ N (D N o
/ Project Manager: STA .0
/ Drawn By: CED N
\ \� Checked By: BCF o
Project Number: 22066
Drawing Number: D-1353
a
0 2
a
o
C—
1
Know what's below. 400' 0 200' 400'
Call before you dig.
OVERALL MAP 1-800-632-4949 SCALE 1 inch = 400 ft
SCALE: 1" -400' Date: 09-22-2022
U

Construction Sequence:
THE PROJECT CONSISTS OF CONSTRUCTING SINGLE FAMILY
HOUSES ON PREVIOUSLY DEVELOPED LOTS.
1. OBTAIN LAND DISTURBANCE PERMIT
\ 2. SCHEDULE APRE-CONSTRUCTION CONFERENCE
\ \ 3. INSTALL TEMPORARY SILT FENCE w
jS is -
j
t \ 4. INSTALL TEMPORARY SILT FENCE OUTLETS O
�-,
5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
6. INSTALL INLET PROTECTION
7. BUILDING PAD INSTALLATION
8. UTILITY INSTALLATION
9. BUILDING CONSTRUCTION
/ \ \ 10. FINE GRADE LOT
11. INSTALL PERMANENT STABILIZATION REVISIONS:
14,242 SF 14,795 SF \\ \\ Erosion Control Legend
A \
D.B. DEED BOOK ,
P.G. PAGE\\ �) / \\ N
O EXISTING IRON STAKE
FH EXISTING WOODSLINE l
1W EXISTING FIRE HYDRANT lA
/ -_ -_ -_ -_ -_ -_ -_ EXISTING CURB AND GUTTER
is \ \ \� LIMITS OF DISTURBANCE
SF SILT FENCE
_ SF \� SILT FENCE OUTLET •
/ \ fir► EXISTING DRAINAGE FLOW ARROW •
/ / \ \ ■ TEMPORARY WATTLE SEDIMENT BARRIER
I
LOD I CONSTRUCTION ENTRANCE
CONSTRUCTION
ENTRANCE AND I / j \ •
CULVERT(TYP.) Caracara Dr.
\ / 15,247 SF
f
Z
EROSION CONTROL T PER THE TYPICAL LOT _j
CONF GURATIIONSSH WN ON SH ET C-3E A MINIMUM OF 2 SF O SILT FENCE OUTLETS SHALL BE a
Ln / INSTALLED ON EACH LOT LOCATED AT CORRESPONDING LOW POINTS IN THE SILT FENCE . Z Q J U
Ln
- - 12,255 SF I O
\ / INLET PROTECTION SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE PLAN. INLET LL Q
SF PROTECTION USED SHALL BE FILTER BAG INLET PROTECTION AS INDICATED ON THE W Z Q
DETAILS ON SHEET C-3. INLET PROTECTION SHALL BE MAINTAINED AS INDICATED ON p
THE DETAILS. U
II T
p M p W 0
/ I Caracara Dr. _ _ - - DISTURBED AREA -_ SILT FENCE OUTLETS ARE TO BE FIELD a/ 0 LV U
LOCATED IN LOW POINTS ALONG 0
II / I TOTAL 8.22± AC. PROPOSED SILT FENCE. (TYPICAL) Z M W U
- is
LLJ
� ENTRANCES SHALL CONCRETE WASHOUTS SHALL BE Z
/ SILT FENCE OUTLET \\ \\ \ EON LOCATEDELD CATED ON EACH LOT PER INSTALLED AND MAINTAINED IN p 0 N
0
CORRESPONDING DRAINAGE ACCORDANCE WITH EROSION CONTROL
/ - \ NOTES AND DETAILS; FIELD LOCATE IN J m
PATTERN TYPE EROSION CONTROL ACCESSIBLE LOCATION COORDINATED
- \ I DETAILS ON DETAIL SHEET C-3. p Q Z
\ \ - PROTECT EXISTING UTILITIES WITH APPROVING AUTHORITY,AWAY a/ Q
\ \ I \ I (TYPICAL) FROM STORM DRAINAGE INLETS AND W J Q N
SURFACE WATERS AS NOTED ON SHEET C-4. ;
CN
DRAINAGE N
Cq
PATTERN TYPE ZCN
LOT# O
PE
� / \ N
Erosion Control Provisions Demolition Notes: Erosion Control General Notes 74 A
346,347 A N 1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE PITT COUNTY EROSION
ZF
CONTROL ADMINISTRATOR AND THE ENGINEER OF THE DATE THAT THE LAND DISTURBING ACTIVITY WILL 1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER(NC 811)BY DIALING 811 OR 1-800-632-4949 AT LEAST 48 HOURS IN ADVANCE OF ANY LAND 1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT,THE SUBMITTED PLAN AND/OR THE CONTRACT 165 AID J
BEGIN. DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. SPECIFICATIONS,THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL.
2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MAY 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. 2. THE LAND-DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. LOTS NOTED WITH TYPICAL DRAINAGE %��� � CARQj�����, o
NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE ENGINEER. PATTERN TYPE SHALL UTILIZE EROSION �� 0.
3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL,EQUIPMENT . Q`
3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING PERIODIC UNANNOUNCED INSPECTIONS TO DETERMINE COMPLIANCE AND CONTROL AS INDICATED WITH �� '••ES." •' �� `�
3. SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CONTROL AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. 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
INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.24 HOUR NOTICE IS REQUIRED. INSTALLATION OF ADDITIONAL MEASURES AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW. CORRESPONDING DETAIL ON SHEET C-3
4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL,ELECTRICAL AND SE L -
MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING = 28425 =
4. INSTALL FILTER BAG INLET PROTECTION AT ALL CATCH BASINS, DROP INLETS,AND YARD INLETS ACCORDING 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 o
ON THE DEMOLITION WORK FOR THIS PROJECT.IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN,THE x
TO DETAILS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. THE TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS MINIMIZED.
U I NE��••F� ��•;z_
p' .• �
5. FIELD LOCATE AND INSTALL STONE CONSTRUCTION ENTRANCES AT EACH LOT AS SHOWN ON DETAILS. 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 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 ii'�T•r ��
LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. 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 ����/i���i A 00% `� wl
6. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION IN PLACE. i
FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ON PERIMETER 6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL AUTHORITIES. rn 0912212022 M
AREAS AND SLOPES STEEPER THAN 3:1.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS. 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
7. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR.CONTRACTOR SHALL NOTIFY �: o
OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. a U �
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 z
�
7. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY NOT IN THE APPROVED SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A TEMPORARY GROUND COVER). J LL'
N J z
BASIS AND AFTER EACH MAJOR STORM EVENT.FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER
8. CONTRACTOR SHALL PROTECT ALL CORNER PINS,MONUMENTS,PROPERTY CORNERS,AND BENCHMARKS DURING DEMOLITION ACTIVITIES.IF DISTURBED,CONTRACTOR c J d Q i
WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO$5000.00 PER DAY OF SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. 7. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE,STONE CHECK DAM,OR ABC FILTER AS APPROPRIATE FOR
VIOLATION. SITE CONDITIONS. J = 05
9. CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATE,FEDERAL,AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND UTILITIES. z _ O 3:
8. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE 8. PROVIDE PERMANENT SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE. Z p w y i
10. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS,AND AS REQUIRED BY LOCAL AGENCIES z a o
PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. O
WHEN WORKING IN AND/OR ALONG STREETS,ROADS,HIGHWAYS,ETC.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH z O w
00
9. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL AND THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED,EXTENT,AND LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL V w Ln 0.0
STATE WATER QUALITY LAWS,REGULATION AND RULES.IN ADDITION LOCAL CITY AND COUNTY MEASURES. 2 o
ORDINANCES OR RULES MAY ALSO APPLY TO THIS LAND DISTURBING ACTIVITY. Hi
11. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES. a) U 00 N
10. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES z 00 0
12. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. co o O �
IN THE NEUSE AND TAR RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISION OF WATER RESOURCES U a) op ULn co
i
(DWR). 13. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED. co > Ln co 0
Ln W N 3
Ln a) Ln3 0
N (D N o
x
0
Project Manager: STA
a
Drawn By: CED N
U
Checked By: BCF o
Project Number: 22066
Drawing Number: D-1353
x
a
a
o
40' 0 20' 40' 1Know what's b@IOW. C-2 .
Call before you dig. s
1-800-632-4949 SCALE 1 inch = 40 ft
Date: 09-22-2022
C)

Construction Sequence:
/ THE PROJECT CONSISTS OF CONSTRUCTING SINGLE FAMILY
I I ` I �\ � HOUSES ON PREVIOUSLY DEVELOPED LOTS.
Ir 1. OBTAIN LAND DISTURBANCE PERMIT
2. SCHEDULE A PRE-CONSTRUCTION CONFERENCE
J 3. INSTALL TEMPORARY SILT FENCE z
4. INSTALL TEMPORARY SILT FENCE OUTLETS o
5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
I l
14 647 SF 6. INSTALL INLET PROTECTION
3
- -
/ 14,743 SF
7. BUILDING PAD INSTALLATION
A A I 8. UTILITY INSTALLATION
\ / o
I9. BUILDING CONSTRUCTION �
10. FINE GRADE LOT 11. INSTALL PERMANENT STABILIZATION REVISIONS:
i Erosion Control Legend
I - - -
D.B. DEED BOOK
CONSTRUCTION
ENTRANCE AND
P.G. PAGE
CULVERT Caracara Dr. I EXISTING CATCH BASIN
ULVER LOD
_ ® EXISTING IRON STAKE
\ \ - - T - � � - T � H-`^ EXISTING WOODSLINE
�/ \ I \ I EXISTING FIRE HYDRANT
\ _ _ _ _ _ _ - EXISTING CURB AND GUTTER
Lr LIMITS OF DISTURBANCE •
\ I I I I SF SILT FENCE
\ / I SILT FENCE OUTLET •
\ N / / I I I I I fir► EXISTING DRAINAGE FLOW ARROW
■ TEMPORARY WATTLE SEDIMENT BARRIER •
48 46 E-'11,994 SF 11,881 SF 12,043 SF I I I I I I CONSTRUCTION ENTRANCE
11,846 SF
O
0 -
LL
oil,
/
T - _
SILT FENCE OUTLET \
� � �
/ ` 0 J U
.......- - --------
_j
H 0 0
Erosion Control Provisions 0) W _
1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE PITT COUNTY EROSION CONTROL MEASURES SHALL BE INSTALLED ON EACH LOT PER THE TYPICAL LOT J Z Y EROSION CONTROL ADMINISTRATOR AND THE ENGINEER OF THE DATE THAT THE LAND DISTURBING CONFIGURATIONS SHOWN ON SHEET C-3. A MINIMUM OF 2 SILT FENCE OUTLETS SHALL BE 0 M 0 W 0
' 1
ACTIVITY WILL BEGIN. INSTALLED ON EACH LOT LOCATED AT CORRESPONDING LOW POINTS IN THE SILT FENCE . U) W V
2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL ~ O 0
MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE 0 N >
M LPL U
ENGINEER.
INLET PROTECTION SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE PLAN. INLET V LU L
3. SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CONTROL PROTECTION USED SHALL BE FILTER BAG INLET PROTECTION AS INDICATED ON THE O QO U
INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.24 HOUR NOTICE IS DETAILS ON SHEET C-3. INLET PROTECTION SHALL BE MAINTAINED AS INDICATED ON Z
REQUIRED. THE DETAILS. 0 J W N
4. INSTALL FILTER BAG INLET PROTECTION AT ALL CATCH BASINS, DROP INLETS,AND YARD INLETS MM
ACCORDING TO DETAILS. O Q W Z
5. FIELD LOCATE AND INSTALL STONE CONSTRUCTION ENTRANCES AT EACH LOT AS SHOWN ON DETAILS. DISTURBED AREA -_ SILT FENCE OUTLETS ARE TO BE FIELD LL E
LOCATED IN LOW POINTS ALONG W N
6. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN TOTAL 8.22± AC. PROPOSED SILT FENCE. (TYPICAL) :E
EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ON N o
PERIMETER AREAS AND SLOPES STEEPER THAN 3:1.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 Uj
>Q N cN
DAYS.
N
FL
7. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A Z 3 a
CONSTRUCTION ENTRANCES SHALL CONCRETE WASHOUTS SHALL BE O
WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT.FAILURE TO KEEP ALL EROSION CONTROL INSTALLED AND MAINTAINED IN
DEVICES IN PROPER WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP BE FIELD LOCATED ON EACH LOT PER ACCORDANCE WITH EROSION CONTROL PE
TO$5000.00 PER DAY OF VIOLATION. CORRESPONDING DRAINAGE NOTES AND DETAILS; FIELD LOCATE IN /' ci
PATTERN TYPE EROSION CONTROL ACCESSIBLE LOCATION COORDINATED \`
8. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD DETAILS ON DETAIL SHEET C-3.
THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. PROTECT EXISTING UTILITIES WITH APPROVING AUTHORITY,AWAY
(TYPICAL) FROM STORM DRAINAGE INLETS AND
9. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL SURFACE WATERS AS NOTED ON SHEET C-4. a
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.
10. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG DRAINAGE �" 0.�� CARQj''��i, o
WATERCOURSES IN THE NEUSE AND TAR RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISION PATTERN TYPE .` Q`.••'"""•• '% w
OF WATER RESOURCES(DWR). LOT# ESO••
� U
X - SE
O - =
28425 =
46 A 0
48-50 ALEI
Demolition Notes: Erosion Control General Notes 381,382 A
0 0912212022 2
1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER NC 811 BY DIALING 811 OR 1-800-632-4949 AT LEAST 48 HOURS IN ADVANCE 1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION o
( ) LOTS NOTED WITH TYPICAL DRAINAGE
OF ANY LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. POLLUTION CONTROL ACT,THE SUBMITTED PLAN AND/OR THE CONTRACT SPECIFICATIONS, Z
PATTERN TYPE SHALL UTILIZE EROSION 0 U w o
THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL. 6 J z
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. CONTROL AS INDICATED WITH c a zz i
2. THE LAND-DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE CORRESPONDING DETAIL ON SHEET C-3 J a�a Mo
3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO J
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. U _ E
PERSONNEL,EQUIPMENTAND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. z M O o
OLU
LU
4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL,ELECTRICAL 3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING O CL
PERIODIC UNANNOUNCED INSPECTIONS TO DETERMINE COMPLIANCE AND A COPY OF THE
AND MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING z O
CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT.IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE PLAN MUST BE ON FILE AT THE JOB SITE. IF IT IS DETERMINED THAT THE IMPLEMENTED PLAN (J w L00
n 0.0
IS INADEQUATE,THE ENGINEER MAY REQUIRE THE INSTALLATION OF ADDITIONAL MEASURES -6SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. > 00 tiA o
AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW. Hi _
5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN v) U 00 N :2ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. 4. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT,THE SCHEDULING OF THE z 00 C
LAND-DISTURBING ACTIVITIES IS TO BE SUCH THAT BOTH THE AREA OF EXPOSURE AND THE co o O
6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS U 00 Y o
LOCAL AUTHORITIES. MINIMIZED. co > � o
Ln N 3
7. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. 5. UNLESS A TEMPORARY,MANUFACTURED,LINING MATERIAL HAS BEEN SPECIFIED,A CLEAN r- " 3 0
CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. STRAW MULCH MUST BE APPLIED,AT A MINIMUM RATE OF 2 TONS/ACRE,TO ALL SEEDED N 0 N 3 0
x
8. CONTRACTOR SHALL PROTECT ALL CORNER PINS,MONUMENTS,PROPERTY CORNERS,AND BENCHMARKS DURING DEMOLITION ACTIVITIES.IF AREAS. THE MULCH MUST COVER AT LEAST 75%±OF THE SEEDED AREA AFTER IT IS EITHER i
DISTURBED,CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. TACKED,WITH AN ACCEPTABLE TACKING MATERIAL,OR CRIMPED IN PLACE.
Project Manager: STA
9. CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATE,FEDERAL,AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND 6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY Drawn By: CED N
UTILITIES. VEGETATIVE COVER,AND MUST BE PROVIDED WITH A GROUND COVER SUFFICIENT TO Checked By: BCF o
RESTRAIN EROSION WITHIN A MAXIMUM OF 7 CALENDAR DAYS OF COMPLETION OF ANY
10. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS,AND AS REQUIRED BY PHASE(ROUGH OR FINAL)OF GRADING(ANNUAL RYE GRASS IS NOT IN THE APPROVED Project Number: 22066
LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS,ROADS,HIGHWAYS,ETC.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A • Drawing Number: D-1353
OBTAIN APPROVAL AND COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED,EXTENT,AND LIMITATIONS ASSOCIATED TEMPORARY GROUND COVER). o
WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. , ® o
7. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES o
11. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION WITH SILT FENCE,STONE CHECK DAM,OR ABC FILTER AS APPROPRIATE FOR SITE CONDITIONS. Q Y
ACTIVITIES. B
12. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. 8. PROVIDE PERMANENT SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE. 50' 0 25' 50' C-2 . 2
Know what's b@IOW.
13. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED. Call before you dig. s
1-800-632-4949 SCALE 1 inch = 50 ft
Date: 09-22-2022
C)

Construction Sequence:
THE PROJECT CONSISTS OF CONSTRUCTING SINGLE FAMILY
HOUSES ON PREVIOUSLY DEVELOPED LOTS.
1. OBTAIN LAND DISTURBANCE PERMIT
\ I
2. SCHEDULE APRE-CONSTRUCTION CONFERENCE 3. INSTALL TEMPORARY SILT FENCE z
4. INSTALL TEMPORARY SILT FENCE OUTLETS o
5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
6. INSTALL INLET PROTECTION
mc
7. BUILDING PAD INSTALLATION
\ I I8. UTILITY INSTALLATION �
a
\ / 16,159.34 SF / , /- / / 9. BUILDING CONSTRUCTION
/ 0.37 AC
10. FINE GRADE LOT
"E - �/ / / / /� 11. INSTALL PERMANENT STABILIZATION REVISIONS:
nta Luria
Sa Dr• - T
L SF
CONSTRUCTION SILT FENCE OUTLET I I / Erosion Control Legend •
ENTRANCE AND
\ CULVERT(TYP.) � ` J � \ /�/
D.B. DEED BOOK
P.G. PAGE
EXISTING CATCH BASIN
EXISTING IRON STAKE
F EXISTING WOODSLINE
15,388.6
35AC SF 1 \ / EXISTING FIRE HYDRANT
y - - -_ -_ -_ -_ -_ EXISTING CURB AND GUTTER
O Lr LIMITS OF DISTURBANCE •
SF SILT FENCE
/ SILT FENCE OUTLET •
- - - \ 15,641.25 SF \ \ \ I \ l l I I / / / - \ \ fir► EXISTING DRAINAGE FLOW ARROW
- - � Q /36 AC \ � > I � \ / I / / \ I �
- \ \ // \\ 1 DK TEMPORARY WATTLE SEDIMENT BARRIER •
/ 1 CONSTRUCTION ENTRANCE
/
z 0 J 0
L M O s
Q Y.1 '
a = F LU
Erosion Control Provisions Z
/ - - - - \ J
1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE PITT COUNTY EROSION CONTROL MEASURES SHALL BE INSTALLED ON EACH LOT PER THE TYPICAL LOT
EROSION CONTROL ADMINISTRATOR AND THE ENGINEER OF THE DATE THAT THE LAND DISTURBING CONFIGURATIONS SHOWN ON SHEET C-3. A MINIMUM OF 2 SILT FENCE OUTLETS SHALL BE O � _O 0
Lu ' 1
- ACTIVITY WILL BEGIN. INSTALLED ON EACH LOT LOCATED AT CORRESPONDING LOW POINTS IN THE SILT FENCE . O (n LU V
H O � �
2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL
MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE 0 W U >
W ENGINEER. Q
INLET PROTECTION SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE PLAN. INLET U i
3. SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CONTROL PROTECTION USED SHALL BE FILTER BAG INLET PROTECTION AS INDICATED ON THE Q U
INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.24 HOUR NOTICE IS DETAILS ON SHEET C-3. INLET PROTECTION SHALL BE MAINTAINED AS INDICATED ON Z O O
REQUIRED.
\ \ THE DETAILS. N
4. INSTALL FILTER BAG INLET PROTECTION AT ALL CATCH BASINS, DROP INLETS,AND YARD INLETS 0 J O J �/W 4
// / \\ \ / \ i I \\ ✓ / / - - _ - - _ - - - - _\� ACCORDING TO DETAILS. O/ � Z
5. FIELD LOCATE AND INSTALL STONE CONSTRUCTION ENTRANCES AT EACH LOT AS SHOWN ON DETAILS. DISTURBED AREA -_ SILT FENCE OUTLETS ARE TO BE FIELD LPL D
LOCATED IN LOW POINTS ALONG W Q
6. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN TOTAL 8.22± AC. PROPOSED SILT FENCE. (TYPICAL)
EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ON > N
N
PERIMETER AREAS AND SLOPES STEEPER THAN 3:1.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 04
DAYS. Q N
FLZ N
7. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A CONCRETE WASHOUTS SHALL BE O
WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT.FAILURE TO KEEP ALL EROSION CONTROL CONSTRUCTION ENTRANCES SHALL N
INSTALLED AND MAINTAINED IN
DEVICES IN PROPER WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP BE FIELD LOCATED ON EACH LOT PER
TO$5000.00 PER DAY OF VIOLATION. CORRESPONDING DRAINAGE ACCORDANCE WITH EROSION CONTROL
PATTERN TYPE EROSION CONTROL NOTES AND DETAILS; FIELD LOCATE IN N
8. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD ACCESSIBLE LOCATION COORDINATED Q
\ DETAILS ON DETAIL SHEET C-3.
THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. PROTECT EXISTING UTILITIES WITH APPROVING AUTHORITY,AWAY U.
o
\(/ FROM STORM DRAINAGE INLETS AND
9. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL (TYPICAL) V,
SURFACE WATERS AS NOTED ON SHEET C-4. Z
AND STATE WATER QUALITY LAWS,REGULATION AND RULES.IN ADDITION LOCAL CITY AND COUNTY
I I \ ORDINANCES OR RULES MAY ALSO APPLY TO THIS LAND DISTURBING ACTIVITY. J
DRAINAGE %%% %1111118,,,,
10. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG `%�,�0.�� CARQ����i0, C>
WATERCOURSES IN THE NEUSE AND TAR RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISION PATTERN TYPE �.` Q`.••'� '.,
OF WATER RESOURCES(DWR). LOT# = �S'`'�•• •••
/j I I I / / /I = SE Lo
28425
I I. i -E 407 A F
\ I \ LEI
0 .. 01
Demolition Notes: Erosion Control General Notes 443 B M
I \ rn 0912212022 Lo
1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL CENTER NC 811 BY DIALING 811 OR 1 800 632 4949 AT LEAST 48 HOURS IN ADVANCE 1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION rn
( ) LOTS NOTED WITH TYPICAL DRAINAGE
OF ANY LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. POLLUTION CONTROL ACT,THE SUBMITTED PLAN AND/OR THE CONTRACT SPECIFICATIONS, a Z
/ \ U
PATTERN TYPE SHALL UTILIZE EROSION w o
THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL. J z
/ 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. CONTROL AS INDICATED WITH z
/ \ 2. THE LAND-DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE CORRESPONDING DETAIL ON SHEET C-3
3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO J05
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. E
U
PERSONNEL,EQUIPMENTAND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. z IA _ U) O o
/ \ 3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING Z O w
4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL,ELECTRICAL
Q CL
PERIODIC UNANNOUNCED INSPECTIONS TO DETERMINE COMPLIANCE AND A COPY OF THE
AND MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING z O Ld
\ CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT.IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE PLAN MUST BE ON FILE AT THE JOB SITE. IF IT IS DETERMINED THAT THE IMPLEMENTED PLAN V w Ln ao
SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. IS INADEQUATE,THE ENGINEER MAY REQUIRE THE INSTALLATION OF ADDITIONAL MEASURES op 00 0
\ AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW.
/ 5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN v' 00
\ \ ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. 4. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT,THE SCHEDULING OF THE z 00 C
\ \ LAND-DISTURBING ACTIVITIES IS TO BE SUCH THAT BOTH THE AREA OF EXPOSURE AND THE M o O
6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS U 00 co
LOCAL AUTHORITIES. MINIMIZED.
m > L o
f Ln N N 3 i
7. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. 5. UNLESS A TEMPORARY,MANUFACTURED,LINING MATERIAL HAS BEEN SPECIFIED,A CLEAN Ln a) � 3 0
CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. cv 0
STRAW MULCH MUST BE APPLIED,AT A MINIMUM RATE OF 2 TONS/ACRE,TO ALL SEEDED
8. CONTRACTOR SHALL PROTECT ALL CORNER PINS,MONUMENTS,PROPERTY CORNERS,AND BENCHMARKS DURING DEMOLITION ACTIVITIES.IF AREAS. THE MULCH MUST COVER AT LEAST 75%±OF THE SEEDED AREA AFTER IT IS EITHER o
DISTURBED,CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. TACKED,WITH AN ACCEPTABLE TACKING MATERIAL,OR CRIMPED IN PLACE.
Project Manager: STA
9. CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATE,FEDERAL,AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND 6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY Drawn By: CED
UTILITIES. VEGETATIVE COVER,AND MUST BE PROVIDED WITH A GROUND COVER SUFFICIENT TO Checked By: BCF o
RESTRAIN EROSION WITHIN A MAXIMUM OF 7 CALENDAR DAYS OF COMPLETION OF ANY
10. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS,AND AS REQUIRED BY PHASE(ROUGH OR FINAL)OF GRADING(ANNUAL RYE GRASS IS NOT IN THE APPROVED Project Number: 22066
LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS,ROADS,HIGHWAYS,ETC.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A • Drawing Number: D-1353
OBTAIN APPROVAL AND COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED,EXTENT,AND LIMITATIONS ASSOCIATED TEMPORARY GROUND COVER). o
WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. , ® o
7. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES o
Its
11. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION WITH SILT FENCE,STONE CHECK DAM,OR ABC FILTER AS APPROPRIATE FOR SITE CONDITIONS. Q Y
ACTIVITIES. B
12. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. 8. PROVIDE PERMANENT SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE. 50' 0 25' 50'Know what s b@IOW. C-2 . 3
13. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED. Call before you dig. s
1-800-632-4949 SCALE 1 inch = 50 ft
Date: 09-22-2022
C)

Construction Sequence:
THE PROJECT CONSISTS OF CONSTRUCTING SINGLE FAMILY
\ \ / \✓ / -� / I \ HOUSES ON PREVIOUSLY DEVELOPED LOTS.
1. OBTAIN LAND DISTURBANCE PERMIT
2. SCHEDULE A PRE-CONSTRUCTION CONFERENCE
3. INSTALL TEMPORARY SILT FENCE
15,796.91 SF / - 4. INSTALL TEMPORARY SILT FENCE OUTLETS o
0.36 AC J I 5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
6. INSTALL INLET PROTECTION
mc
\ \ \\ I \ I 7. BUILDING PAD INSTALLATION
I 1 T
/ \I 8. UTILITY INSTALLATION w
9. BUILDING CONSTRUCTION
10. FINE GRADE LOT
11. INSTALL PERMANENT STABILIZATION REVISIONS.
15,757.83 SF
/ 0.36 AC
0 Mona passage Ct. \ Erosion Control Legend
\ / \ D.B. DEED BOOK
P.G. PAGE EXISTING CATCH BASIN
i \ I
EXISTING IRON STAKE
H EXISTING WOODSLINE
W EXISTING FIRE HYDRANT
- _ _ _ _ _ - EXISTING CURB AND GUTTER
Lr LIMITS OF DISTURBANCE •
SF SILT FENCE
SILT FENCE OUTLET •
/ I \ / ,/ \ I I \ r\!• EXISTING DRAINAGE FLOW ARROW
DKTEMPORARY WATTLE SEDIMENT BARRIER
•
CONSTRUCTION ENTRANCE
J U
0
_j
0
Erosion Control Provisions v _
Z
1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE PITT COUNTY EROSION CONTROL MEASURES SHALL BE INSTALLED ON EACH LOT PER THE TYPICAL LOT J 0
EROSION CONTROL ADMINISTRATOR AND THE ENGINEER OF THE DATE THAT THE LAND DISTURBING CONFIGURATIONS SHOWN ON SHEET C-3. A MINIMUM OF 2 SILT FENCE OUTLETS SHALL BE O M O Lu O 2. ' 1
ACTIVITY WILL BEGIN. INSTALLED ON EACH LOT LOCATED AT CORRESPONDING LOW POINTS IN THE SILT FENCE . W V SILT FENCE OUTLET \ Cd \ \ O (n� / I � jl � � / LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL ' 1 I l✓/ ot, \ MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE O W W >ENGINEER. ' 1 Q
\ \ � INLET PROTECTION SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE PLAN. INLET V
3. SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CONTROL PROTECTION USED SHALL BE FILTER BAG INLET PROTECTION AS INDICATED ON THE Q U
INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.24 HOUR NOTICE IS DETAILS ON SHEET C-3. INLET PROTECTION SHALL BE MAINTAINED AS INDICATED ON Z O O
\ 15,472.18 SF I - REQUIRED. THE DETAILS. O J N
0.36 AC\ 4. INSTALL FILTER BAG INLET PROTECTION AT ALL CATCH BASINS, DROP INLETS,AND YARD INLETS Cn J W
ACCORDING TO DETAILS. O Q 6
5. FIELD LOCATE AND INSTALL STONE CONSTRUCTION ENTRANCES AT EACH LOT AS SHOWN ON DETAILS. DISTURBED AREA -_ SILT FENCE OUTLETS ARE TO BE FIELD LL D E
6. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN TOTAL 8.22± AC. LOCATED IN LOW POINTS ALONG WPROPOSED SILT FENCE. (TYPICAL)
/ / \ EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ONLU 2: N o
/ \ \ PERIMETER AREAS AND SLOPES STEEPER THAN 3:1.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 r N
DAYS. Q N
/ \ \
7. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A CONCRETE WASHOUTS SHALL BE Z O N
WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT.FAILURE TO KEEP ALL EROSION CONTROL CONSTRUCTION ENTRANCES SHALL INSTALLED AND MAINTAINED IN
_ \ DEVICES IN PROPER WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP BE FIELD LOCATED ON EACH LOT PER
CONSTRUCTION / \ / - - \ TO$5000.00 PER DAY OF VIOLATION. CORRESPONDING DRAINAGE ACCORDANCE WITH EROSION CONTROL c
\ \ / ENTRANCE AND \ \ // NOTES AND DETAILS; FIELD LOCATE IN N
/ CULVERT(TYP.) / /- \ PATTERN TYPE EROSION CONTROL •,
\ ACCESSIBLE LOCATION COORDINATED
8. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD DETAILS ON DETAIL SHEET C-3. a
/ \ WITH APPROVING AUTHORITY AWAY THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.
PROTECT EXISTING UTILITIES FROM STORM DRAINAGE INLETS AND V,
9. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL (TYPICAL) SURFACE WATERS AS NOTED ON SHEET C-4. Z
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. J
%%01111118,,,,,
\ 10. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG DRAINAGE �%��` \\� CARoj ���i, o
WATERCOURSES IN THE NEUSE AND TAR RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISION PATTERN TYPE .` Q .•••"' ••• '% w
OF WATER RESOURCES(DWR). LOT# ES i
L0
SE L 3
/ I
28425
Ai l / I I 301 A =�J��FNG I NE�� F,�_�
�/ Demolition Notes: Erosion Control General Notes 314 A "" "�� w�
0912212022 2
/ \ 4`� 1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER(NC 811)BY DIALING 811 OR 1-800-632-4949 AT LEAST 48 HOURS IN ADVANCE 1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION 319 A
OF ANY LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. POLLUTION CONTROL ACT,THE SUBMITTED PLAN AND/OR THE CONTRACT SPECIFICATIONS, 0_ Z U i
1�' / THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL. 6 J LU
z
0 LOTS NOTED WITH TYPICAL DRAINAGE U H a J
\ 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. c J
c \ / \ 2. THE LAND-DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE PATTERN TYPE SHALL UTILIZE EROSION
� a�
3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO CONTROL AS INDICATED WITH J = a
\ \ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. U _ E
\ PERSONNEL,EQUIPMENTAND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. CORRESPONDING DETAIL ON SHEET C-3 z m O o
I I \ 3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING O w
4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL,ELECTRICAL O a
PERIODIC UNANNOUNCED INSPECTIONS TO DETERMINE COMPLIANCE AND A COPY OF THE
\ AND MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING z O
CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT.IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE PLAN MUST BE ON FILE AT THE JOB SITE. IF IT IS DETERMINED THAT THE IMPLEMENTED PLAN (J w L00
n 0.0
IS INADEQUATE,THE ENGINEER MAY REQUIRE THE INSTALLATION OF ADDITIONAL MEASURES
SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. > 00 0.0 0
AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW.
319 / 5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN v) U 00 N :2/ ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. 4. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT,THE SCHEDULING OF THE z 00 C
�14,683.26 SF / \ LAND-DISTURBING ACTIVITIES IS TO BE SUCH THAT BOTH THE AREA OF EXPOSURE AND THE co o O
0.34 AC s 6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS U = ono Y co
\\ O \ LOCAL AUTHORITIES. MINIMIZED. m C o
Ln a) N 3
\ / \ 7. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. 5. UNLESS A TEMPORARY,MANUFACTURED,LINING MATERIAL HAS BEEN SPECIFIED,A CLEAN 3 0
CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. cv C7 N g
STRAW MULCH MUST BE APPLIED,AT A MINIMUM RATE OF 2 TONS/ACRE,TO ALL SEEDED =
\ 8. CONTRACTOR SHALL PROTECT ALL CORNER PINS,MONUMENTS,PROPERTY CORNERS,AND BENCHMARKS DURING DEMOLITION ACTIVITIES.IF AREAS. THE MULCH MUST COVER AT LEAST 75%±OF THE SEEDED AREA AFTER IT IS EITHER o
DISTURBED,CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. TACKED,WITH AN ACCEPTABLE TACKING MATERIAL,OR CRIMPED IN PLACE. Project Manager: STA
\ \ 9. CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATE,FEDERAL,AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND 6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY Drawn By: CED N
\ / \ UTILITIES. 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 Checked By: BCF o
/ \ 10. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS,AND AS REQUIRED BY PHASE(ROUGH OR FINAL)OF GRADING(ANNUAL RYE GRASS IS NOT IN THE APPROVED Project Number: 22066 a
LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS,ROADS,HIGHWAYS,ETC.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A • Drawing Number: D-1353 x
\ / OBTAIN APPROVAL AND COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED,EXTENT,AND LIMITATIONS ASSOCIATED TEMPORARY GROUND COVER).
WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. ! a
' 7. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES ®11. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION WITH SILT FENCE,STONE CHECK DAM,OR ABC FILTER AS APPROPRIATE FOR SITE CONDITIONS. Q Y
ACTIVITIES. B
12. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. 8. PROVIDE PERMANENT SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE. 50' 0 25' 50' c
Know what's b@IOW. C-2 . 4 s
/� /\� \ \ 13. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED. CaII before you dig. s
/ \ \ SCALE 1 inch = 50 ft
1-800-632-4949
Date: 09-22-2022
C)

Construction Sequence:
THE PROJECT CONSISTS OF CONSTRUCTING SINGLE FAMILY
HOUSES ON PREVIOUSLY DEVELOPED LOTS.
�-
\ 1. OBTAIN LAND DISTURBANCE PERMIT
I / \ 2. SCHEDULE A PRE-CONSTRUCTION CONFERENCE
_ I
/ / 3. INSTALL TEMPORARY SILT FENCE z
4. INSTALL TEMPORARY SILT FENCE OUTLETS 0
/ / / \ I \ V
5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
6. INSTALL INLET PROTECTION
7. BUILDING PAD INSTALLATION
' I l\ \\ I // / �� I // I SILT FENCE OUTLET
F`�
\ \ 8. UTILITY INSTALLATION o
.r
\- \ I / / / / / /� / / 9. BUILDING CONSTRUCTION
\\ �- T // // // // \ / / 10. FINE GRADE LOT 't
11 11. INSTALL PERMANENT STABILIZATION REVISIONS:
15,222.02 SF I"
0.35 AC
I \ /
X\ �/ s� i / �\ Erosion Control Legend •
D.B. DEED BOOK
CONSTRUCTION P.G. PAGE
ENTRANCE AND I EXISTING CATCH BASIN
CULVERT(TYP.) \
EXISTING IRON STAKE
✓ I I / --4-- \ / \ \ EXISTING WOODSLINE
/ H lA
EXISTING FIRE HYDRANT
_ _ _ _ _ _ = EXISTING CURB AND GUTTER
Lr LIMITS OF DISTURBANCE •
SF SILT FENCE
SILT FENCE OUTLET •
I / / / \ / fir► EXISTING DRAINAGE FLOW ARROW
■ TEMPORARY WATTLE SEDIMENT BARRIER •
CONSTRUCTION ENTRANCE
/ I \ \ \ \ \
o
J
/ r / _j o
a = F Z
LV Z Q .,
p p
Erosion Control Provisions Cl) v W _
1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE PITT COUNTY EROSION CONTROL MEASURES SHALL BE INSTALLED ON EACH LOT PER THE TYPICAL LOT J Z Y 0
\ I / EROSION CONTROL ADMINISTRATOR AND THE ENGINEER OF THE DATE THAT THE LAND DISTURBING CONFIGURATIONS SHOWN ON SHEET C-3. A MINIMUM OF 2 SILT FENCE OUTLETS SHALL BE p M p W
ACTIVITY WILL BEGIN. INSTALLED ON EACH LOT LOCATED AT CORRESPONDING LOW POINTS IN THE SILT FENCE . O Cn
- W
2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL p
MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE V ;
ENGINEER. p
INLET PROTECTION SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE PLAN. INLET V W 0 L
3. SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CONTROL PROTECTION USED SHALL BE FILTER BAG INLET PROTECTION AS INDICATED ON THE Q U
INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.24 HOUR NOTICE IS DETAILS ON SHEET C-3. INLET PROTECTION SHALL BE MAINTAINED AS INDICATED ON Z p p
REQUIRED.
THE DETAILS. p J m N
4. INSTALL FILTER BAG INLET PROTECTION AT ALL CATCH BASINS, DROP INLETS,AND YARD INLETS ''^^
ACCORDING TO DETAILS. v/ JJ 6
\ CONSTRUCTION I / / / �\ p�// ` Z
CULVERT(AND / / 5. FIELD LOCATE AND INSTALL STONE CONSTRUCTION ENTRANCES AT EACH LOT AS SHOWN ON DETAILS. DISTURBED AREA -_ SILT FENCE OUTLETS ARE TO BE FIELD W D E
ENTRANCE AND
r
/ I Ir I �r II LOCATED IN LOW POINTS ALONG LU J
6. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN TOTAL 8.22± AC. PROPOSED SILT FENCE. (TYPICAL) S `"
EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ON Uj >PERIM DAYS. ETER AREAS AND SLOPES STEEPER THAN 3:1.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 U) No
cli
7. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A Z a
CONSTRUCTION ENTRANCES SHALL CONCRETE WASHOUTS SHALL BE FLO
WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT.FAILURE TO KEEP ALL EROSION CONTROL INSTALLED AND MAINTAINED IN
0.37 A 162 SF / I \ \ \ _ J / / DEVICES IN PROPER WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP BE FIELD LOCATED ON EACH LOT PER
ACCORDANCE WITH EROSION CONTROL
0.37 AC I \ / \\ // // TO$5000.00 PER DAY OF VIOLATION. CORRESPONDING DRAINAGE NOTES AND DETAILS; FIELD LOCATE IN ci
N
I PATTERN TYPE EROSION CONTROL
\ I / \ \\ _ _ , / / / / 8. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD DETAILS ON DETAIL SHEET C-3. ACCESSIBLE LOCATION COORDINATED A
/ THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. PROTECT EXISTING UTILITIES WITH APPROVING AUTHORITY,AWAY o
TYPICAL FROM STORM DRAINAGE INLETS AND �,
9. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL ( ) SURFACE WATERS AS NOTED ON SHEET C-4. a
1 I 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.
( \ / DRAINAGE
10. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG �% 0.�� CARQj''��i, o
/ WATERCOURSES IN THE NEUSE AND TAR RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISION PATTERN TYPE .` Q`........... '' %• ' w
\ \ / OF WATER RESOURCES(DWR). LOT# ES p . 1. `D
SE L
3
v
\ \ = 28425 =
\ \ \ SILT FENCE OUTLET I \\ / / 247 A _
455 A %,TT T:' NpF`�.%
0
\ \ / Demolition Notes: Erosion Control General Notes '''.,,111110w�
LOTS NOTED WITH TYPICAL DRAINAGE
_ - - - - / PATTERN TYPE SHALL UTILIZE EROSION 0') 09/22/2022 M
\ - 1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER(NC 811)BY DIALING 811 OR 1-800-632-4949 AT LEAST 48 HOURS IN ADVANCE 1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION i
\ / 0 cn o
OF ANY LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. POLLUTION CONTROL ACT,THE SUBMITTED PLAN AND/OR THE CONTRACT SPECIFICATIONS, CONTROL AS INDICATED WITH a Z\� THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL. CORRESPONDING DETAIL ON SHEET C-3 6 J z
/ 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. U) J d Q
2. THE LAND-DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE a`0, Mo
\ , / 3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. U _ �
PERSONNEL,EQUIPMENTAND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. z p O o
I
\ / / 3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING LU
w y
4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL,ELECTRICAL\ / / CL
PERIODIC UNANNOUNCED INSPECTIONS TO DETERMINE COMPLIANCE AND A COPY OF THE p
AND MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING z O
CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT.IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE PLAN MUST BE ON FILE AT THE JOB SITE. IF IT IS DETERMINED THAT THE IMPLEMENTED PLAN (J w Oro ao
I IS INADEQUATE,THE ENGINEER MAY REQUIRE THE INSTALLATION OF ADDITIONAL MEASURES ao
\ / SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. > 00 0. o
AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW. Hir- } _
5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN N 00 2
` ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. 4. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT,THE SCHEDULING OF THE z 00 C
LAND-DISTURBING ACTIVITIES IS TO BE SUCH THAT BOTH THE AREA OF EXPOSURE AND THE co 06 O
6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS U ,� L Y co
LOCAL AUTHORITIES. MINIMIZED. m L o
N
7. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. 5. UNLESS A TEMPORARY,MANUFACTURED,LINING MATERIAL HAS BEEN SPECIFIED,A CLEAN N 3 0
CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. STRAW MULCH MUST BE APPLIED,AT A MINIMUM RATE OF 2 TONS/ACRE,TO ALL SEEDED N 3
8. CONTRACTOR SHALL PROTECT ALL CORNER PINS,MONUMENTS,PROPERTY CORNERS,AND BENCHMARKS DURING DEMOLITION ACTIVITIES.IF AREAS. THE MULCH MUST COVER AT LEAST 75%±OF THE SEEDED AREA AFTER IT IS EITHER i
DISTURBED,CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. TACKED,WITH AN ACCEPTABLE TACKING MATERIAL,OR CRIMPED IN PLACE. Project Manager: STA
9. CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATE,FEDERAL,AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND 6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY Drawn By: CED
i
/ I UTILITIES. VEGETATIVE COVER,AND MUST BE PROVIDED WITH A GROUND COVER SUFFICIENT TO
I I RESTRAIN EROSION WITHIN A MAXIMUM OF 7 CALENDAR DAYS OF COMPLETION OF ANY Checked By: BCF 2
I - 10. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS,AND AS REQUIRED BY PHASE(ROUGH OR FINAL)OF GRADING(ANNUAL RYE GRASS IS NOT IN THE APPROVED Project Number: 22066
LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS,ROADS,HIGHWAYS,ETC.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A • Drawing Number: D-1353 x
OBTAIN APPROVAL AND COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED,EXTENT,AND LIMITATIONS ASSOCIATED TEMPORARY GROUND COVER).
/ WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. , a
11. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION 7• PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES Q ® o
ACTIVITIES. WITH SILT FENCE,STONE CHECK DAM,OR ABC FILTER AS APPROPRIATE FOR SITE CONDITIONS. B a
8. PROVIDE PERMANENT SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE. 50' 0 25' 50' N
12. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. Know what's below. C-2 . 5 a
13. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED. Call before you dig. s
1-800-632-4949 SCALE 1 inch = 50 ft
\ i Date: 09-22-2022
C)

Construction Sequence:
THE PROJECT CONSISTS OF CONSTRUCTING SINGLE FAMILY
HOUSES ON PREVIOUSLY DEVELOPED LOTS.
SILT FENCE OUTLET \
\ i 1. OBTAIN LAND DISTURBANCE PERMIT
SF \ / 2. SCHEDULE A PRE-CONSTRUCTION CONFERENCE
SF
I / / \\ / \ / fir► / 3. INSTALL TEMPORARY SILT FENCE zz
4. INSTALL TEMPORARY SILT FENCE OUTLETS o
5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
F \\\ II / / \ / 149 \ / / 6. INSTALL INLET PROTECTION
W
20,432.33 SF /
s \ / / \ \ I / / 0.47 AC \\ / 7. BUILDING PAD INSTALLATION
/
\ CD
8. UTILITY INSTALLATION �
�Glb� / \ \ / 9. BUILDING CONSTRUCTION
10. FINE GRADE LOT
REVISIONS:
11. INSTALL PERMANENT STABILIZATION
-
/ CONSTRUCTION
ENTRANCE AND ,tti
CULVERT(TYP.)
ITZ Erosion Control Legend •
D.B. DEED BOOK
P.G. PAGE
EXISTING CATCH BASIN
EXISTING IRON STAKE
H EXISTING WOODSLINE lA
\ / CONSTRUCTION / \ / / \ I \ / / \ \ EXISTING FIRE HYDRANT
)ENTRANCE AND \
CULVERT(TYP.) / \ \ / / / \ �\ / \\ \ - - -_ -_ -_ -_ -_ EXISTING CURB AND GUTTER
Lr LIMITS OF DISTURBANCE •
SF SILT FENCE
\� � SILT FENCE OUTLET
Y \\\ \\\\ \ \ 23 �,�� / / // / \ \ Dr �- \ \ \\ I fir► EXISTING DRAINAGE FLOW ARROW
14,957.48 SF / / / \ \\, I / / ~~ _ DK TEMPORARY WATTLE SEDIMENT BARRIER
0:34 / / / / \ / \ \ l\ \ \ CONSTRUCTION ENTRANCE •
SILT FENCE OUTLET
jf
_j
a Q
0
LU Z Z
F ° QO >,
Erosion Control Provisions Z W J r
1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE PITT COUNTY EROSION CONTROL MEASURES SHALL BE INSTALLED ON EACH LOT PER THE TYPICAL LOT EROSION CONTROL ADMINISTRATOR AND THE ENGINEER OF THE DATE THAT THE LAND DISTURBING CONFIGURATIONS SHOWN ON SHEET C-3. A MINIMUM OF 2 SILT FENCE OUTLETS SHALL BE O M ° LLI O
ACTIVITY WILL BEGIN. INSTALLED ON EACH LOT LOCATED AT CORRESPONDING LOW POINTS IN THE SILT FENCE . O (n LLI V
2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL ' °
MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE ` M W V >
ENGINEER. ° W
INLET PROTECTION SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE PLAN. INLET V
3 INSPECTOR S REQUIRED PRIOR PRE-CONSTRUCTION
CTINITIATING O ERENDED ITH THE
DISTURBING ENGINEER
T D EROSION HOUR NOTICONTROL
PROTECTION USED SHALL BE FILTER BAG INLET PROTECTION AS INDICATED ON THE Q U
DETAILS ON SHEET C-3. INLET PROTECTION SHALL BE MAINTAINED AS INDICATED ON Z REQUIRED. ° °
Q
THE DETAILS. ° J W N
4. INSTALL FILTER BAG INLET PROTECTION AT ALL CATCH BASINS, DROP INLETS,AND YARD INLETS v/ J W O
ACCORDING TO DETAILS.
5. FIELD LOCATE AND INSTALL STONE CONSTRUCTION ENTRANCES AT EACH LOT AS SHOWN ON DETAILS. DISTURBED AREA -_ SILT FENCE OUTLETS ARE TO BE FIELD LL D a
LOCATED IN LOW POINTS ALONG LLI N
6. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENTTO RESTRAIN TOTAL 8.22± AC. PROPOSED SILT FENCE. (TYPICAL)
/ EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ON > o
/ PERIMETER AREAS AND SLOPES STEEPER THAN 3:1.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 Q o
DAYS. N
\ / LL Z N
7. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A CONCRETE WASHOUTS SHALL BE 04
O
WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT.FAILURE TO KEEP ALL EROSION CONTROL CONSTRUCTION ENTRANCES SHALL N
INSTALLED AND MAINTAINED IN F_
DEVICES IN PROPER WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP BE FIELD LOCATED ON EACH LOT PER
ACCORDANCE WITH EROSION CONTROL
TO$5000.00 PER DAY OF VIOLATION. CORRESPONDING DRAINAGE ci
PATTERN TYPE EROSION CONTROL NOTES AND DETAILS; FIELD LOCATE IN N
8. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD DETAILS ON DETAIL SHEET C-3. ACCESSIBLE LOCATION COORDINATED Q
THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. PROTECT EXISTING UTILITIES WITH APPROVING AUTHORITY,AWAYLL
(TYPICAL) FROM STORM DRAINAGE INLETS AND
9. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL SURFACE WATERS AS NOTED ON SHEET C-4. a
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.
10. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG DRAINAGE �,%%� CgRp ���, o
WATERCOURSES IN THE NEUSE AND TAR RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISION PATTERN TYPEQ`... ••. .�� ^
OF WATER RESOURCES(DWR). LOT#
/ � U
SE L 3
28425
. . a
23 A
o
149 DNpF` .``�
LE
Demolition Notes: Erosion Control General Notes "� w�
LOTS NOTED WITH TYPICAL DRAINAGE M
1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION PATTERN TYPE SHALL UTILIZE EROSION 0912212022 M
1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER(NC 811)BY DIALING 811 OR 1-800-632-4949 AT LEAST 48 HOURS IN ADVANCE i
CONTROL AS INDICATED WITH cn i
OF ANY LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. POLLUTION CONTROL ACT,THE SUBMITTED PLAN AND/OR THE CONTRACT SPECIFICATIONS, a _ �
THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL. CORRESPONDING DETAIL ON SHEET C-3 6 J z
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. J a J
2. THE LAND-DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE
3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO a o
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. U _ U)
PERSONNEL,EQUIPMENTAND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. z M O o
OLU
LU
4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL,ELECTRICAL 3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING O CL
PERIODIC UNANNOUNCED INSPECTIONS TO DETERMINE COMPLIANCE AND A COPY OF THE
AND MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING z O
CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT.IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE PLAN MUST BE ON FILE AT THE JOB SITE. IF IT IS DETERMINED THAT THE IMPLEMENTED PLAN (J w L00
n 0.0
IS INADEQUATE,THE ENGINEER MAY REQUIRE THE INSTALLATION OF ADDITIONAL MEASURES -6SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. > 00 tiA o
AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW. Hi S _
5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN V) U 00 N w
ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. 4. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT,THE SCHEDULING OF THE z 00 C
LAND-DISTURBING ACTIVITIES IS TO BE SUCH THAT BOTH THE AREA OF EXPOSURE AND THE co o O
6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS U 00 Y
LOCAL AUTHORITIES. MINIMIZED. m � o
N 3
7. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. 5. UNLESS A TEMPORARY,MANUFACTURED,LINING MATERIAL HAS BEEN SPECIFIED,A CLEAN r- " 3 0
CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. STRAW MULCH MUST BE APPLIED,AT A MINIMUM RATE OF 2 TONS/ACRE,TO ALL SEEDED N 0 N 3 0
x
8. CONTRACTOR SHALL PROTECT ALL CORNER PINS,MONUMENTS,PROPERTY CORNERS,AND BENCHMARKS DURING DEMOLITION ACTIVITIES.IF AREAS. THE MULCH MUST COVER AT LEAST 75%±OF THE SEEDED AREA AFTER IT IS EITHER i
DISTURBED,CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. TACKED,WITH AN ACCEPTABLE TACKING MATERIAL,OR CRIMPED IN PLACE.
Project Manager: STA �
9. CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATE,FEDERAL,AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND 6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY Drawn By: CED N
UTILITIES. VEGETATIVE COVER,AND MUST BE PROVIDED WITH A GROUND COVER SUFFICIENT TO Checked By: BCF
RESTRAIN EROSION WITHIN A MAXIMUM OF 7 CALENDAR DAYS OF COMPLETION OF ANY 2 o
10. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS,AND AS REQUIRED BY PHASE(ROUGH OR FINAL)OF GRADING(ANNUAL RYE GRASS IS NOT IN THE APPROVED Project Number: 22066
LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS,ROADS,HIGHWAYS,ETC.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A • Drawing Number: D-1353
OBTAIN APPROVAL AND COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED,EXTENT,AND LIMITATIONS ASSOCIATED TEMPORARY GROUND COVER). o
WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. , ® o
7. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES o
11. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION WITH SILT FENCE,STONE CHECK DAM,OR ABC FILTER AS APPROPRIATE FOR SITE CONDITIONS. Q Y
ACTIVITIES. B 12. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. 8. PROVIDE PERMANENT SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE. 50' 0 25' 50'Know what s b@IOW. C-2 . 6
13. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED. Call before you dig. s
1-800-632-4949 SCALE 1 inch = 50 ft
Date: 09-22-2022
C)

- - - - - _ _ _ I \ \ \ / \\ `\ / / // Construction Sequence:
/ - \ \_ / \ \ / �/ THE PROJECT CONSISTS OF CONSTRUCTING SINGLE FAMILY
HOUSES ON PREVIOUSLY DEVELOPED LOTS.
1. OBTAIN LAND DISTURBANCE PERMIT
\� - - - - - - - \/ \ 2. SCHEDULE APRE-CONSTRUCTION CONFERENCE
V)
_ _ - - - - - - - - \\ \1 3. INSTALL TEMPORARY SILT FENCE z
4. INSTALL TEMPORARY SILT FENCE OUTLETS o
I '
- - - - - - - _ _ \ I` / / / / / �- - - - - - - - _ \ \ \ \ \ 5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
6. INSTALL INLET PROTECTION
MC
7. BUILDING PAD INSTALLATION
8. UTILITY INSTALLATION
\ \ \ 9. BUILDING CONSTRUCTION
10. FINE GRADE LOT
REVISIONS:
11. INSTALL PERMANENT STABILIZATION
Erosion Control Legend
I
D.B. DEED BOOK
P.G. PAGE
EXISTING CATCH BASIN
-
/ EXISTING IRON STAKE
H^ EXISTING WOODSLINE lA
Sc?j1tO l / / �\\ \ \ \\ _ _ \ i , EXISTING FIRE HYDRANT
D01771t1 - _ _ _ _ _ - EXISTING CURB AND GUTTER
\ ✓ \ g° Ct / \ \ \ \ \ Lr LIMITS OF DISTURBANCE •
SF SILT FENCE
SILT FENCE OUTLET •
I
\ I \ ( 1 I / \ _ - - \ \ I / / \ \ \ '\�► EXISTING DRAINAGE FLOW ARROW9
I�\ n \ l I I I I / \ / \\ \ 1\ ^\\\\\ D� TEMPORARY WATTLE SEDIMENT BARRIER
•
19;49Q.96 SF 1 ) , / \ I / \ \ \ CONSTRUCTION ENTRANCE
\ I 15 05.112 SF 0.40 ABC
0.37ACLn
O
Z
/ / \
< O
I
_j W
a ~ O
LV Z a z
O O �+
, , / _j Z
o � oWo
/ / / / / /// /� / �/ cl) W V
F O o
Z W
I � /
I
W
_ _ - - - - 15,959.94SF \ \ , / / / / / / / / \ z O U
I ! / - / /\ I I 0.37 AC \
< 0
a z
E
\ I
EROSION CONTROL MEASURES SHALL BE INSTALLED ON EACH LOT PER THE TYPICAL LOT
CONFIGURATIONS SHOWN ON SHEET C-3. A MINIMUM OF 2 SILT FENCE OUTLETS SHALL BE w s N
INSTALLED ON EACH LOT LOCATED AT CORRESPONDING LOW POINTS IN THE SILT FENCE . LU > N N
0
FLZ � N
/ °INLET PROTECTION SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE PLAN. INLET
/ I PROTECTION USED SHALL BE FILTER BAG INLET PROTECTION AS INDICATED ON THE
DETAILS ON SHEET C-3. INLET PROTECTION SHALL BE MAINTAINED AS INDICATED ON c
THE DETAILS. Q
°na Pas \\ 1
/ \ \ \
_ Sage �,t � / / / 1 ` z
DISTURBED AREA -_ SILT FENCE OUTLETS ARE TO BE FIELD
/ \
TOTAL 8.22_ AC. LOCATED IN LOW POINTS ALONG
+ PROPOSED SILT FENCE. TYPICAL �� CAR ',�'
%
�S­1
U
CONCRETE WASHOUTS SHALL BE _ SE L
CONSTRUCTION ENTRANCES SHALL INSTALLED AND MAINTAINED IN = 28425
BE FIELD LOCATED ON EACH LOT PER o
CORRESPONDING DRAINAGE ACCORDANCE WITH EROSION CONTROL �'.•�` CAL•;'=�
NOTES AND DETAILS; FIELD LOCATE IN
PATTERN TYPE EROSION CONTROL , �T ••.....•• �� `��
ACCESSIBLE LOCATION COORDINATED ', T ANQ ��� ``i
DETAILS ON DETAIL SHEET C-3. WITH APPROVING AUTHORITY,AWAY ' ��������i�i������� w
Demolition Notes: Erosion Control General Notes Erosion Control Provisions PROTECT EXISTING UTILITIES FROM STORM DRAINAGE INLETS AND
�.
1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE PITT COUNTY (TYPICAL) SURFACE WATERS AS NOTED ON SHEET C-4. 0912212022 2
1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER(NC 811)BY DIALING 811 OR 1-800-632-4949 AT LEAST 48 HOURS IN ADVANCE 1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION EROSION CONTROL ADMINISTRATOR AND THE ENGINEER OF THE DATE THAT THE LAND DISTURBING I I
OF ANY LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. POLLUTION CONTROL ACT,THE SUBMITTED PLAN AND/OR THE CONTRACT SPECIFICATIONS, ACTIVITY WILL BEGIN. a U
THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL. DRAINAGE v�i J z c
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. 2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL J a a
3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO 2. THE LAND DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE PATTERN TYPE J a'0
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. ENGINEER. LOT#
PERSONNEL,EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. O z _ M O o
. X O w
4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL,ELECTRICAL 3. SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CONTROL Z z
3 THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING a o
PERIODIC UNANNOUNCED INSPECTIONS TO DETERMINE COMPLIANCE AND A COPY OF THE INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.24 HOUR NOTICE IS O
AND MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING PLAN MUST BE ON FILE AT THE JOB SITE. IF IT IS DETERMINED THAT THE IMPLEMENTED PLAN REQUIRED. V w O w
CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT.IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE IS INADEQUATE,THE ENGINEER MAY REQUIRE THE INSTALLATION OF ADDITIONAL MEASURES 256 A ,_n 0.o 0
0.0
SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. > 00
AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW. 4. INSTALL FILTER BAG INLET PROTECTION AT ALL CATCH BASINS, DROP INLETS,AND YARD INLETS 265 A m N _
5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACCORDING TO DETAILS.
ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. 4. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT,THE SCHEDULING OF THE 270 A z 00 C
LAND-DISTURBING ACTIVITIES IS TO BE SUCH THAT BOTH THE AREA OF EXPOSURE AND THE 5. FIELD LOCATE AND INSTALL STONE CONSTRUCTION ENTRANCES AT EACH LOT AS SHOWN ON DETAILS. co o O
6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS U ,�_ 00 Y
Co
LOCAL AUTHORITIES. MINIMIZED. 6. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENTTO RESTRAIN m 'n co
N
LOTS NOTED WITH TYPICAL DRAINAGE c
EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ON 'n a)
PATTERN TYPE SHALL UTILIZE EROSION �n a) U-)7. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. 3
5. UNLESS A TEMPORARY,MANUFACTURED,LINING MATERIAL HAS BEEN SPECIFIED,A CLEAN PERIMETER AREAS AND SLOPES STEEPER THAN 3:1.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 n " B
CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. STRAW MULCH MUST BE APPLIED,AT A MINIMUM RATE OF 2 TONS/ACRE,TO ALL SEEDED DAYS. CONTROL AS INDICATED WITH cv 0 N
THE MULCH MUST COVER AT LEAST 75%±OF THE SEEDED AREA AFTER IT IS EITHER CORRESPONDING DETAIL ON SHEET C-3
8. CONTRACTOR SHALL PROTECT ALL CORNER PINS,MONUMENTS,PROPERTY CORNERS,AND BENCHMARKS DURING DEMOLITION ACTIVITIES.IF AREAS. o
TACKED,WITH AN ACCEPTABLE TACKING MATERIAL,OR CRIMPED IN PLACE. 7. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A
DISTURBED,CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT.FAILURE TO KEEP ALL EROSION CONTROL Project Manager: STA
9. CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATE,FEDERAL,AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND 6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY DEVICES IN PROPER WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP Drawn By: CED N
UTILITIES. VEGETATIVE COVER,AND MUST BE PROVIDED WITH A GROUND COVER SUFFICIENT TO TO$5000.00 PER DAY OF VIOLATION.
RESTRAIN EROSION WITHIN A MAXIMUM OF 7 CALENDAR DAYS OF COMPLETION OF ANY Checked By: BCF 2
10. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS,AND AS REQUIRED BY PHASE(ROUGH OR FINAL)OF GRADING(ANNUAL RYE GRASS IS NOT IN THE APPROVED 8. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD Project Number: 22066 a
LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS,ROADS,HIGHWAYS,ETC.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. Drawing Number: D-1353
OBTAIN APPROVAL AND COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED,EXTENT,AND LIMITATIONS ASSOCIATED TEMPORARY GROUND COVER). o
WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. 9. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL ® o
7. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES AND STATE WATER QUALITY LAWS,REGULATION AND RULES.IN ADDITION LOCAL CITY AND COUNTY
11. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION WITH SILT FENCE,STONE CHECK DAM,OR ABC FILTER AS APPROPRIATE FOR SITE CONDITIONS. ORDINANCES OR RULES MAY ALSO APPLY TO THIS LAND DISTURBING ACTIVITY. Q a
ACTIVITIES. B 12. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. 8. PROVIDE PERMANENT SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE. 10. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG 50' 0 25' 50' C-2
WATERCOURSES IN THE NEUSE AND TAR RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISION Know what's b@IOW.
. 7
13. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED. OF WATER RESOURCES(DWR). Call before you dig.
1-800-632-4949 SCALE 1 inch = 50 ft
Date: 09-22-2022
C)

Erosion Control Measures. SILT FENCE(USE COMBINATION SILT SILT FENCE(USE COMBINATION SILT
FENCE/TREE PROTECTION FENCE IF FENCE/TREE PROTECTION FENCE IF
1. All work will be done in accordance with the Erosion and Sedimentation Control Act of 1973 and the NC Department of Environment and Natural Resources.No land disturbing activity beyond that ADJACENT TO A STREAM BUFFER OR ADJACENT A STREAM BUFFER OR SILT FENCE(USE COMBINATION SILT FENCE/
required to install the appropriate erosion control measures may proceed until measures are inspected and approved by the Owner or Engineer. TREE CONSERVATION AREA TREE CONSERVATION AREA SILT FENCE TREE PROTECTION FENCE IF ADJACENT TO A SILT FENCE
OUTLET TYP. STREAM BUFFER OR TREE CONSERVATION AREA OUTLET TYP.
2. Prior to beginning demolition,temporary silt fence shall be installed as shown on the construction drawings. Disturbed areas as part of the surcharge installation work shall be stabilized prior to
beginning subsequent work. Rock Inlet Sediment Traps shall be placed around all drainage structures as they are installed to collect surface runoff and control siltation and release water at a IF F SF IF IF IF S is is is is ds
gradual rate.
SILT FENCE
3. Parking lots shall have stone base placed on them for stabilization and shoulders 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 LOW
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. I I N I '-_ -� POINT N
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 w
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 I T T I I 2
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 1 1/2 inches in diameter. Afirm and SILT FENCE 0
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 SILT FENCE
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 I I I N
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 shown on sheet C-2:
0
NPDES Stormwater Discharge Permit for Construction Activities(NCG01) NCDEN R/Division of Energy,Mineral and Land Resources
STABILIZATION TIMEFIRAMES
(Effective Aug.3,2011)
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS I I I I I I I in I
Perimeter dikes swales ditches slopes 7 days None
, P Y
High Quality Water(HQW)Zones 7 days None 46
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.
CONSTRUCTION I I I N T I CONSTRUCTION I CONSTRUCTION
ENTRANCE I I I SILT FENCE I ENTRANCE I ENTRANCE I I N
Slopes 3:1 orflatter 14 days 7 days for slopes greater than 50'in length. (LOCATED ON HIGH (LOCATED ON HIGH (LOCATED ON
SIDE OF LOT) SIDE OF LOT) HIGH SIDE OF LOT) CONSTRUCTION ENTRANCE
0 0 0 0 0 0 0 0 (LOCATED ON HIGH SIDE OF LOT)
All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones.
ov SILT FENCEo.
LOW
POINT
4. Ground Stabilization(Per NCG010000) I I I IF IF �o I I_j SF IF I I IF IF IF IF IF
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: �9I
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 BACK OF CURB BACK OF CURB BACK OF CURB
practicable but in any event within 7 calendar days from the last land-disturbing activity. ROADWAY ROADWAY ROADWAY
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. BACK OF CURB
b.Conditions-In meeting the stabilization requirements above,the following conditions or exemptions shall apply: ROADWAY
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. O FLOW TO REAR O FLOW TO FRONT O FLOW TO FRONT AND REAR D FLOW TO RIGHT
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. O
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 SILT FENCE(USE COMBINATION SILT SILT FENCE(USE COMBINATION SILT
if identified on the approved E&SC plan or added by the permitting authority. SILT FENCE(USE COMBINATION SILT DRAINAGE 0
FENCE/TREE PROTECTION FENCE IF FENCE/TREE PROTECTION FENCE IF FENCE/TREE PROTECTION FENCE IF PATTERN TYPE
5.Self Inspection and Reporting Requirements(Per NCG010000) ADJACENT TO A STREAM BUFFER OR ADJACENT TO A STREAM BUFFER OR ADJACENT TO A STREAM BUFFER OR LOT# � Z
TREE CONSERVATION AREA TREE CONSERVATION AREA SILT FENCE SILT FENCE -
Minimum self inspection and reporting requirements are as follows unless otherwise approved in writing by the Division of Water Quality. OUTLET TYP. OUTLET TYP. TREE CONSERVATION AREA X Z
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. O
b.A written record of the daily rainfall amounts shall be retained and all records shall be made available to DWQ or authorized agent upon request(Note:if no rainfall occurred,the permittee must record"zero"). - - - - - - - - - - - - - - - - - - J
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 SF IF IF IF IF is is is is is 23 A `V minimum,inspection of measures must occur at the frequency indicated below: SILT FENCE Q U
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 LOW LOW J
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. POINT POINT 46 A
iii.Times when a determination that adverse weather conditions prevented inspections should be documented on the Inspection Record. I I I I T I SILT FENCE V/ O
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, J
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. 48 A
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 I I I I O
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. 49 A U) Z Z
f. Twenty-four Hour Reporting for visible sediment deposition
i. The permittee shall report to the Division of Water Quality central office or the appropriate regional office any visible sediment being deposited in any stream or wetland or any noncompliance which may �� �- 50 A LU O O
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 Q U
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 DWQ within 5 days of the time the permittee becomes aware of the circumstances. The written submission shall contain a SILT FENCE 74 A J
description of the sediment deposition and actions taken to address the cause of the deposition.The Division of Water Quality staff may waive the requirement for a written report on a case-by-case basis. Z
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 I T I I I 149 D O = O O
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 U
observations on the"Inspection Record for Activities Under Stormwater General Permit NCG010000"form provided by the Division or a similar inspection form that is inclusive of all of the elements contained I I I I 165 AID O U) W
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: 247 A O ri W
i. Control Measure Inspections:Inspection records must include at a minimum: U
1. identification of the measures inspected, O
2. date and time of the inspection, LU
3. name of the person performing the inspection, 256 A Z
4. indication of whether the measures were operating properly, U
5. description of maintenance needs for the measure, I I N I I N I 265 A O O
6. corrective actions taken and O 0 N 7. date of actions taken. I r I I I I 270 A V/ = J
ii. Stormwater Discharge Inspections:Inspection records must include at a minimum: M
1. identification of the discharge outfall inspected, 301 A O J LLI O
2. date and time the inspection, I.I Q Q Z
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, 308 A W
5. indication of visible sediment leaving the site, Q
6. actions taken to correct/prevent sedimentation and 314 A S
7. date of actions taken.
iii.Visible Sedimentation Found Outside the Site Limits:Inspection records must include: ' a
1. an explanation as to the actions taken to control future releases, I T I I I I 319 A Q N
2. actions taken to clean up or stabilize the sediment that has left the site limits and CONSTRUCTION CONSTRUCTION N
ENTRANCE I I I I ENTRANCE
3. the date of actions taken. o
CONSTRUCTION
346 A
LOCATED ON LOCATED ON FL Z
iv.Visible Sedimentation Found in Streams Or Wetlands:All inspections should include evaluation Of streams Or wetlands Onsite Or offsite(where accessible)t0 determine if visible sedimentation has occurred. ENTRANCE ( ( � � �
i. 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
0
g y, p g g HIGH SIDE OF LOT) SILT FENCE OUTLET AT HIGH SIDE OF LOT)
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 LOCATED ON HIGH ono 0 0 0 0
( ) p y q p g, p pp g g p ( o o LOW POINT ADJACENT TO o 0 347 A N
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 SIDE OF LOT) DRAINAGE EASM ENT a
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 o 0 0 0 0 0 p
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/ SILT FENCE SILT FENCE 381 A
P P q PP O P _ �� �� LOW
00 � � 382 A
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. I I I I POINT
LL
sx 1F 1F 1F sx `flIMF
LIF SF IF IF IF IF d5 d5 d5 is is O O
7.Temporary Seeding-Seed in accordance with Soil Conservation Service recommendations with regard to seed type,rate of application,fertilizer,etc. 407 A o
BACK OF CURB BACK OF CURB BACK OF CURB
ROADWAY 410 A
ROADWAY ROADWAY 443 B CARolJ
w
455 AESO�� • ��'s
FLOW TO LEFT O SPLIT FLOW TO RIGHT FRONT O SPLIT FLOW TO LEFT FRONT LOTS NOTED WITH TYPICAL DRAINAGE _ SE L
O C I CIE PATTERN TYPE SHALL UTILIZE EROSION = 28425o
AND REAR CORNERS AND REAR CORNERS CONTROL AS INDICATED WITH Jn .:FNc
CORRESPONDING DETAIL ON SHEET C-3
%,
GRATE HOOD
GRATE
1" REBAR FOR BAG 0912212022
a ® REMOVE FROM INLET 4'MIN. CONSTRUCTION SPECIFICATIONS: a Z i
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL N J zo
TOP OF SILT FENCE VEGETATION,ROOTS,AND OTHER OBJECTIONABLE U) J a J
FILTER BAG MUST BE AT LEAST MATERIAL AND PROPERLY GRADE IT.
1'ABOVE THE TOP NOTES: 8'MAX.STANDARD STRENGTH FABRIC W/WIRE FENCE 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND U _ o5 E 3
OF WASHED STONE 1. INSPECT SEDIMENT FENCES AT LEAST DIMENSIONS SHOWN ON THE PLANS,AND SMOOTH IT. z X O o
DEFLECTOR ONCE A WEEK AND AFTER EACH 6'MAX.EXTRA STRENGTH FABRIC W/O WIRE FENCE tw c�
EXPANSION
RESTRAINT 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT O O � U
RAINFALL.MAKE ANY REQUIRED TRAP OR OTHER SUITABLE OUTLET. W z
DUMP LOOPS REPAIRS IMMEDIATELY. 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE V 0 w 00 O
FILTER BAG
° w 12 GAUGE,4"x 4"WELDED WIRE FABRIC STABILITY OF THE FOUNDATION IN LOCATIONS Ln 0.0 0
2. SHOULD THE FABRIC OF A SEDIMENT > 00 0.o
SUBJECT TO SEEPAGE OR HIGH WATER TABLE. I�1714 ._
CATCH BASIN ( FENCE COLLAPSE,TEAR,DECOMPOSE C _p, to oo
L o = LLL OR BECOME INEFFECTIVE,REPLACE IT �� N U o0 to
° < ° m O PROMPTLY. 2" 3"COARSE �� �� Z 00 0
if AGGREGATE O O O O
SILT FENCE 3. REMOVE SEDIMENT DEPOSITS AS �� �\ �\ �7 �� �� �� �� �� �7 �7 �� �� �� U = Ln
Ln
FILTER STONE BURY WIRE FENCE,FILTER NECESSARY TO PROVIDE ADEQUATE a m
STEEL POST N Ln a) N 3
FABRIC AND HARDWARE STORAGE VOLUME FOR THE NEXT Ln a) ,n ?�
OULET FRONT VIEW CLOTH IN TRENCH RAIN AND TO REDUCE PRESSURE ON WIRE FABRIC �C oC�C�CO N C7 N
THE FENCE.TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING UV RESISTANT 0
Ll
STEEL FENCE POST SET MAX 2' CLEANOUT. GEOTEXTILE FABRIC NOTE: ti0 Project Manager: STA
3'FILTER APARTI8" INTO SOLID GROUND ' a MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
SECTION INSTALLATION FABRIC ON 4. REMOVE ALL FENCING MATERIALS N TAMPED MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION 6n oCo oCoC o Drawn By: CED
GROUND FILTER OF 1"DIA. AND UNSTABLE SEDIMENT DEPOSITS BACKFILL SITE.THIS MAY REQUIRE PERIODICTOPDRESSING WITH �� Checked By: BCF
WASHED STONE AND BRING THE AREA TO GRADE AND GROUND LINE STABILIZE IT AFTER THE �/ COC
MAINTENANCE: NOTES: 2-INCH STONE.AFTER EACH RAINFALL,INSPECT ANY o 0 o Project Number: 22066
° /�/i :/ice//�//�/�/�//�/�/�/, STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS
INSPECT FILTER BAG AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 1. FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR TO BURY 6"OF UPPER BURY WIRE FENCE AND CONTRIBUTING DRAINAGE AREA HAS NECESSARY.IMMEDIATELY REMOVE ALL OBJECTIONABLE Drawing Number: D-1353
RAINFALL EVENT(z INCH OR GREATER)AND CLEAN AS NEEDED. REMOVE INSTALLATION. EDGE OF FILTER HARDWARE CLOTH BEEN PROPERLY STABILIZED. 8" DOWN&4"FORWARD MATERIALS SPILLED,WASHED,OR TRACKED ONTO PUBLIC 2
SEDIMENT AND CLEAN FILTER WHEN FILTER BAG IS 1/2 FULL OF SEDIMENT 2. FILTER BAGS MAYBE REMOVED WHEN SITE IS STABILIZED AT THE FABRIC IN TRENCH Li ALONG THE TRENCH ROADWAYS.
TO MAINTAIN EFFICIENCY AND FLOW THROUGH FILTER BAG. ONCE DIRECTION OF THE INSPECTOR. L
CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED AND 3. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS SECTION VIEW i
APPROVAL OF INSPECTOR HAS BEEN GRANTED,REMOVE SEDIMENT FILTER (NOT BE MORE THAN HALF FULL AT ANYTIME).
BAG FROM INLET. 4. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING NCDOT ROADS.
FILTER BAG INLET PROTECTION SILT FENCE OUTLET TEMPORARY SILT FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
-3
0
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
Date: 09-22-2022
U

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT Temporary Seeding Schedule:
THE NCG01 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. *w mi..)
activity being considered compliant with the Ground Stabilization and Materials Handling CD aura
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the n LATE WINTER/EARLY SPRING
sections of the NCG01 Construction General Permit(Sections E and F, respectively). The project. *LTf°+W m °"""`.�^•a '-� ma
permittee shall comply with the Erosion and Sediment Control plan approved by the 4. Collect all spent fluids, store in separate containers and properly dispose as secT�+ SEEDING MIXTURE
delegated authority having jurisdiction.All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). wwww.
wswar*/a®wwwrr sEcnen�_� a ewaer♦"' I'.° {Ga�oa+�ox wnanne*w 5. Remove leaking vehicles and construction equipment from service until the problem wmworw*phwewra ens r�..mm SPECIES RATE(lb/ACRE) z
�..eiuK w�nox wcsr+m w a*a wxaur x••r•mWs ps of Iwo 1��
SECTION E:GROUND STABILIZATION has been corrected. s,E COMM WA*NW,,,,,,•,,,,n1, wNWU00*wAweoo RYE (GRAIN) 120
s UMMM ww.s ua o nw ewo ,rwoo ra a we nwmwo g
6. Bringused fuels, lubricants, coolants, hydraulic fluids and other petroleum products '*'°e1°"*'""°"'� '°" '••• �+� ANNUAL LESPEDEZA(KOBE IN O
Required Ground Stabilization Timeframes Y p p Len MWA*MT„ ,w 10 men M ��.TOM A 12 0
to a recycling or disposal center that handles these materials. ,m*,rn.�„T,,,,.,� PIEDMONT AND COASTAL PLAIN,
Stabilize within this
�" WDrws*"wm
ewwW M K CLEW KOREAN IN MOUNTAINS) 50
Site Area Description many calendar Timeframe variations BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
days after ceasing LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS TO EXTEND BEYOND JUNE.
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet awayfrom storm drain inlets and surface SEEDING DATES
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local o
(b) High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. MOUNTAINS-ABOVE 2500 FT: FEB. 15- MAY 15
7 None BELOW 2500 FT: FEB. 1- MAY 1
(HOW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in �
from upland areas and does not drain direct) to a storm drain,stream or wetland. PIEDMONT-JAN. 1- MAY 1
If slopes are 10'or less in length and are p Y addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than p g COASTAL PLAIN-DEC. 1-APR. 15 REVISIONS:
3:1 7 not steeper than 2:1, 14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements, where applicable. If an SOIL AMENDMENTS
-7 days for slopes greater than 50' in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available, use one of the two FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. GROUND AGRICULTURAL LIMESTONE AND 750 lb/ACRE 10-10-10 FERTILIZER.
(d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or MULCH •
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project. APPLY 4 000 lb/ACRE ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT
-7 days for perimeter dikes, swales, PAINT AND OTHER LIQUID WASTE / ,
ditches, perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it NETTING,OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(S)closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. MAINTENANCE
Note:After the permanent cessation of construction activities,an areas with temporary 3. Contain liquid wastes in a controlled area.
p Y p Y 7. Locate washouts in an easily accessible area, on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE,
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents, detergents and other liquid wastes from approving authority. AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. •
limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit SUMMER
GROUND STABILIZATION SPECIFICATION •
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp, sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary
techniques in the table below: offset is not attainable, provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. SEEDING MIXTURE
Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work, remove remaining leavings and dispose of
• 2. Provide staking or anchoring of portable toilets during periods of high winds or in high SPECIES RATE (I 4ACRE) •
" • seed covered � seed covered in an approved disposal facility. Fill pit, if applicable,and stabilize any disturbance
• foot traffic areas. GERMAN MILLET 40
caused by removal of washout.
• ' 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Rolled • IN THE PIEDMONT AND MOUNTAINS,ASMALL-STEMMEDSUDANGRASS MAY
• erosion control products o reinforcement
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace BE SUBSTITUTED AT A RATE OF 50 lb/ACRE.
without temporary grass seed * Hydroseeding with properly operating unit.
• Appropriately a•• HERBICIDES,PESTICIDES AND RODENTICIDES Z
SEEDING DATES
EARTHEN STOCKPILE MANAGEMENT• Plastic sheeting with mulch 1. Store and apply herbicides, pesticides and rodenticides in accordance with label* Uniform and evenly distributed ground cover O
restrictions.
sufficient to 2. Store herbicides, pesticides and rodenticides in their original containers with the 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least MOUNTAINS-MAY 15-AUG. 15
9 Structural •• 50 feet away from storm drain inlets,sediment basins, perimeter sediment controls
PIEDMONT-MAY 1-AUG. 15 �
label,which lists directions for use, ingredients and first aid steps in case of COASTAL PLAIN-APR. 15-AUG. 15
retainingand surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.Rolled erosion control products Z
available.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is SOIL AMENDMENTS
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells, stormwater drains,ground water > Q •0
five feet from the toe of stockpile. J L
or surface water. If a spill occurs, clean area immediately. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE a
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite. GROUND AGRICULTURAL LIMESTONE AND 750 lb/ACRE 10-10-10 FERTILIZER. Q V
construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance J
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined MULCH O
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative, physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE J
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. g APPLY 4 000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT Q M Q 0
1. Create designated hazardous waste collection areas on-site. ,
4. Provide ponding area for containment of treated Stormwater before discharging NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY Z
offsite. 2. Place hazardous waste containers under cover or in secondary containment. , � Z
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover
3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. W O 0 ..
or surrounded by secondary containment structures. MAINTENANCE W V 4-0
(�
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, 0 Z
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 AND MULCH IMMEDIATELY FOLLOWING EROSION OROTHER DAMAGE. �/ O W V
Z O 0 � �
U �
PART III PART III PART III FALL 0 LJ.I Q >
SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING SEEDING MIXTURE Z Q
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C: REPORTING SPECIES RATE(lb/ACRE) O O 0 U
Self-inspections are required during normal business hours in accordance with the table 1. E&SC Plan Documentation J N 1. Occurrences that must be reported RYE (GRAIN) 120 (/, = m
below. When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences: O J 0
The approved E&SC plan as well as any approved deviation shall be kept on the site. The Q � Z
personnel to be in jeopardy,the inspection may be delayed until the next business day on (a) Visible sediment deposition in a stream or wetland. SEEDING DATES
which it is safe to perform the inspection. In addition,when a storm event of equal to or approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner LU
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be b Oils Ills if: MOUNTAINS-AUG. 15- DEC. 15 Q E
N
performed upon the commencement of the next business day. Any time when inspections described: ( ) p COASTAL PLAIN AND PIEDMONT-AUG. 15- DEC.30
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more, LU ; S
N
• They are less than 25 gallons but cannot be cleaned up within 24 hours, SOIL AMENDMENTS N
Item to Document Documentation Requirements Q CD
Frequency • They cause sheen on surface waters(regardless of volume),or `l
(a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE U. Z
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters(regardless of volume). - 0
business hours) GROUND AGRICULTURAL LIMESTONE AND 1,000lb/ACRE 10-10-10 FERTILIZER. LL N
(1)Rain gauge Daily Daily rainfall amounts. locations,dimensions and relative elevations and sign an inspection report that lists each r
maintained in If no daily rain gauge observations are made during weekend or shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC
(a) Releases of hazardous substances in excess of reportable quantities under Section 311 MULCH
good working holiday periods, and no individual-day rainfall information is Plan. This documentation is required upon the o
order available, record the cumulative rain measurement for those un- initial installation Of the E&SC Measures Or if of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
attended days (and this will determine if a site inspection is the E&SC Measures are modified after initial (Ref:40 CFR 302.4)or G.S. 143-215.85. APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING,OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY 16
needed). Days°n which no rainfall occurred shall be recorded as installation. 16
"zero." The permittee may use another rain-monitoring device STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. U
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses. v;
(2) E&SC At least once per 1. Identification of the measures inspected, Plan or complete,date and sign an inspection MAINTENANCE
Measures 7 calendar days 2. Date and time of the inspection, Z
CD
report to indicate completion of the tFA�
,,,
hourand s of a rain 4. Indithin 24 3. ication of whethee of the person r measg the ures were operating construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the `����t it
P g p REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH �`
( } pY PP environment. O QC�••• t
event>1.0 inch in properly, c Ground cover is located and installed Initial and date a co of the a roved E&SC
50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND �• o24 hours S. Description❑f maintenance needs for the measure, in accordance with the approved E&SC Plan or complete,date and sign an inspection . T
6. Description,evidence,and date of corrective actions taken. TEMPORARY COVER BEYOND JUNE 15,OVERSEED WITH 50LB/ACRE KOBE
Plan. report to indicate compliance with approved 2. Reporting Timeframes and Other Requirements - o
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications, P g q (PIEDMONT AND COASTAL PLAIN)OR KOREAN (MOUNTAINS) LESPEDEZA IN SEA
discharge 7 calendar days 2. Date and time of the inspection, After a permittee becomes aware of an occurrence that must be reported, he shall contact LATE FEBRUARY OR EARLY MARCH. = 28425
outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. o
the appropriate Division re regional office within the timeframes and in accordance with the
hours of a rain 4. Evidence of indicators of stormwater pollution such as oilg x
p requirements for all E&SC Measures F _
event>1.0 inch in sheen,floating or suspended solids or discoloration, performed.
other requirements listed below. Occurrences outside normal business hours may also be �� ��•�/1/(,' NEk.:�O ��
have been
24 hours S. Indication of visible sediment leaving the site, reported to the Division's Emergency Response personnel at 800 662-7956, 800 p g Y p p ( ) ( ) Seedbed Preparation: T'r:'•ANo�-
(4)Perimeter of At least once per 6 visible rsedimentatfon s foundate ou oide site limits,f corrective then aons ake record (e) Corrective actions have been taken Initial and date a copy of the approved E&SC 858-0368 or(919)733-3300. tttttttt�1jj11``,���`�� wl
to E&SC Measures. Plan complete,date and sign an inspection (Permanent and Temporary) I site 7 calendar days of the following shall be made: reportrt to indicate the Completion of the
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action. COMPLETE GRADING PRIOR TO PREPARING SEEDBEDS. IF SOILS BECOME rn 0912212022 M20
hours of a rain the site limits, Occurrence Reporting Timeframes(After Discovery)and Other Requirements
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and COMPACTED DURING GRADING, LOOSEN THEM TO A DEPTH OF 6-8 INCHES. - z v, oI
(a)Visible sediment w Within 24 hours,an oral or electronic notification. 0- i
24 hours 3. An explanation as to the actions taken to control future LIMESTONE AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND INCORPORATED U w -5deposition in a w Within 7 calendar days,a report that contains a description of the ai J z
releases. 2.Additional Documentation
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a In addition to the E&SC Plan documents above,the following items shall be kept on the stream or wetland sediment and actions taken to address the cause of the deposition. INTO THE TOP 4-6 INCHES OF SOIL. PROVIDE AWELL-PULVERIZED, LOOSE,
u, z
Division staff may waive the requirement for a written report on a UNIFORM SEEDBED PRIOR TO SEEDING FREE OF ROCKS,SOIL CLODS,AND DEBRIS J a_J o
wetlands ansite 7 calendar days stream has visible increased turbidity from the construction Y q p J 0
or offsite and within 24 activity,then a record of the following shall be made: Site case-by-case basis. LARGER THAN 1 MEASURED IN THE LARGEST DIRECTION. ALL GRADED AREAS
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours, unless the w If the stream is named on the NC 303(d)list as impaired for sediment- SHALL RECEIVE SEED OR SOD,TOPSOIL,STRAW AND WATER UNTIL A HEALTHY z w 0
accessible event>1.0 inch in 2. Records of the required reports to the appropriate DivisionLu
) _ q PDivision provides asite-specific exemption based on unique site conditions that make this related causes,the permittee may be required to perform additional STAND OF PERMANENT GRASS IS OBTAINED.
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit O L,L
requirement not practical: monitoring,inspections or apply more stringent practices if staff z 0
of this permit. V w Ln U.0 oo i
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC determine that additional requirements are needed to assure compliance t1A o
stabilization of grading measures,clearing and grubbing,installation of storm a This general permit as well as the certificate of coverage, after it is received. with the federal or state impaired-waters conditions. > 00 S 0
g g g g g' ( ) g p g Permanent Seeding Schedule: m N 4
measures drainage facilities,completion of all land-disturbing (b)Oil spills and . Within 24 hours,an oral or electronic notification. The notification N co 5
activity,construction or redevelopment,permanent (b) Records of inspections made during the previous 30 days. The permittee shall record release of shall include information about the date,time,nature,volume and a) v oo V
ground cover). hazardous location of the spill or release. SEED BED PREPARATION z 00 C
the required observations on the Inspection Record Form provided by the Division or P ra o 0
2. Documentation that the required ground stabilization LIME -3 TONS PER ACRE ai ' u
substances per Item 0p Y I
measures have been provided within the required a similar inspection form that includes all the required elements. Use of c� = v7 10
1(b)-(c)above FERTILIZER(10-20-20) -500 POUNDS PER ACRE m '� 10
timeframe or an assurance that they will he provided as electronically-available records in lieu of the required paper copies will be allowed if 'n `a N
(c)Anticipated • A report at least ten days before the date of the bypass,if possible. Ln a� 3 N
soon as possible. shown to provide equal access and utility as the hard-copy records. Ln a) Lin 3
bypasses[40 CFR The reportshall include an evaluation of the anticipated quality and SEEDING MIXTURE: r o
122.41(m)(3)] effect of the bypass. JANUARY 1- MARCH 31 N (D N 3 0
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. ( ) _
(c) All data used to complete the Notice of Intent and older inspection records shall be (d)Unanticipated a Within 24 hours,an oral or electronic notification. COMMON BERMUDA GRASS (UNHULLED) -20 POUNDS PER ACRE of
maintained fora period of three ears after project completion and made available i
p Y p 1 p bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the RYE(GRAIN) -25 POUNDS PER ACRE Project Manager: STA 'upon request. [40 CFR 122.41] 122.41(m)(3)] quality and effect of the bypass. a
(e)Noncompliance a Within 24 hours,an oral or electronic notification. (APRIL 1-DULY 31) Drawn By: CED
with the conditions Within 7 calendar days,a report that contains a description of the COMMON BERMUDAGRASS(HULLED) - 15 POUNDS PER ACRE Checked By: BCF o
of this permit that noncompliance,and its causes;the period of noncompliance,
CENTIPEDE - 8 POUNDS PER ACRE Project Number: 22066
may endanger including exact dates and times,and if the noncompliance has not
health or the been corrected,the anticipated time noncompliance is expected to • Drawing Number: D-1353 i
environment[40 continue;and steps taken or planned to reduce,eliminate,and (AUGUST 1- DECEMBER 31) a
CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6). COMMON BERMUDA GRASS (UNHULLED) -20 POUNDS PER CARE , o
• Division staff may waive the requirement for a written report on a TALL FESCUE -60 POUNDS PER ACRE
case-by-case basis. RYE(GRAIN) -25 POUNDS PER ACRE
SEED BED PROTECTION: Know what's below. C-4 a
NCGO I SELF-INSPECTION RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 STRAW MULCH - 2 TONS PER ACRE(VISUAL) 16
� ASPHALT TACK - 400 GALLONS PER ACRE Call before you dig.
1-800-632-4949 Date: 09-22-2022 N
C)