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PEPPER HILL SUBDIVISION01096-0049JULY 19, 2017
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CITY AND AGENCY CONTACTSA.NCDEQStormwater127 Cardinal Dr.Wilmington, NC 28405(910)796-7215Contact: Email:B.New Hanover CountySediment and Erosion Control230 Government Center Drive, Suite 160Wilmington, NC 28403(910) 798-7432Contact: Beth WetherillEmail: BWetherill@nhcgov.comC.Cape Fear Public Utility Authority235 Government Center DriveWilmington, NC 28403(910) 332-6626Contact: David DaileyEmail: David.Dailey@cfpua.orgD.NCDENRDivision of Environmental HealthPublic Water Supply Section1634 Mail Service CenterRaleigh, NC 27699-1634(919) 715-3226Contact: Henri OuEmail: heinrich.ou@ncdenr.gov
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DEMOLITION NOTES:1.THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAM
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CONDITIONS.2.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DIS
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ASSOCIATED WITH THE PROJECT IN ACCORDANCE WITH T
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3.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING D
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INCLUDING BUT NOT LIMITED TO DEMOLITION AND CONST
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VEHICULAR TRAFFIC AND RELATED OPERATIONS.4.THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXIS
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BEGINNING ANY DEMOLITION. CONTRACTOR SHALL CONT
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7
2
HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVA
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LOCATED.5.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UND
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ARE BASED ON FIELD SURVEY AND THE BEST AVAILABLE
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CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
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CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORT
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REPRESENTATIVE AND ENGINEER IMMEDIATELY.6.THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINAT
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ABANDONING ALL EXISTING UTILITIES WITH THE OWNER U
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EXISTING UTILITIES AND ASSOCIATED PIPING, ETC. NOT IN
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PROPERLY ABANDONED AND REMOVED AS REQUIRED. CO
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7.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTIO
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REMAIN IN SERVICE DURING DEMOLITION.8.THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION O
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SLOPES ON AND OFF SITE IN ACCORDANCE WITH THE ERO
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SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. T
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COORDINATE WITH THE OWNER TO DETERMINE WHO IS R
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PERMANENT STABILIZATION MEASURES AND THE TYPE OF
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BEGINNING DEMOLITION AND CONSTRUCTION. THE PERM
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SHALL BE IN PLACE AND ACCEPTABLE TO THE OWNER'S R
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PRIOR TO PROJECT CLOSEOUT. COORDINATE INSPECTION
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PRIOR TO PROJECT CLOSEOUT.9.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING A
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THE REQUIRED INSPECTIONS ON THE PROJECT.EXCAVATION, GRADING, AND BACKFILLING NOTES:1.CONTRACTOR TO REVIEW THE GEOTECHNICAL REPORT BY GEOMETRICS CONSULTING ONMARCH 29, 2017. FOLLOW RECOMMENDATIONS FOR EXCAVATION, GRADING, AND BACKFILL. IFNOT ADDRESSED IN THE REPORT THEN FOLLOW THE RECOMMENDATIONS IN NOTES 2-4 BELOW.2. ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THE REPLACEMENT MATERIALSHALL BE COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY OBTAINED ATOPTIMUM MOISTURE CONTENT, AS DETERMINED BY THE ASTM D 698 STANDARD PROCTORTEST METHOD. IN THE EVENT THAT MATERIAL ENCOUNTERED AT PIPE GRADE, SUBGRADE OFPARKING OR ROADWAYS AND SUBGRADE OF BUILDING FOUNDATIONS IS FOUND TO BE SOFT,SPONGY, OR IN ANY OTHER WAY UNSUITABLE, THE CONTRACTOR SHALL NOTIFY THEGEOTECHNICAL ENGINEER IMMEDIATELY. SUCH UNSUITABLE MATERIAL SHALL BE REMOVEDTO A DEPTH AS SPECIFIED BY THE GEOTECHNICAL ENGINEER AND REPLACED WITH A MINIMUMOF SIX (6) INCHES OF STONE, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.3.BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHER INSTALLATIONS, EARTH FILLSHALL BE SOLIDLY TAMPED AROUND AND ABOVE THE PIPE TO A DEPTH OF ONE (1) FOOTABOVE THE TOP OF THE PIPE. CARE SHALL BE TAKEN TO PREVENT ANY DISTURBANCE TO THEPIPE OR DAMAGE TO NEWLY MADE JOINTS. THE FILLING OF THE TRENCH SHALL BE CARRIEDOUT SIMULTANEOUSLY ON BOTH SIDES OF THE PIPES IN SUCH A MANNER THAT INJURIOUS SIDEPRESSURES DO NOT OCCUR.4.THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALL PERISHABLE AND OBJECTIONABLEMATERIALS. BEFORE PLACING ANY BACKFILL, ALL RUBBISH, FORM, BLOCKS, WIRES OR OTHERUNSUITABLE MATERIAL SHALL BE REMOVED FROM EXCAVATION. THE BACK-FILLING OVERPIPES SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO AMINIMUM DENSITY OF NINETY-FIVE (95) PERCENT OF THE MAXIMUM DRY DENSITY ASDETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST TO A DEPTH OF 12 INCHESBELOW FINISHED GRADE. THE LAST 12 INCHES OF BACKFILL SHALL BE PLACED IN LAYERS NOTOVER SIX (6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF NINETY-EIGHT (98)PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTORCOMPACTION TEST.STORM DRAINAGE AND GRA
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:
1.IN ACCORDANCE WITH NC GENERAL STATUTES, NPDES RE
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REQUIREMENTS, STORMWATER DISCHARGE OUTFALLS SH
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CONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY TH
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EVENT OF 1/2 INCH OR GREATER, WITH ONE WEEKLY INSP
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STANDARD INSPECTION REPORTS SHALL BE PREPARED AN
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TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE CON
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2.INLET PROTECTION SHALL BE INSTALLED AROUND OUTFAL
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TO FINAL PROPOSED CONDITION UPON STABILIZATION OF
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AND REMOVAL OF SEDIMENT FROM STORM PIPES.3.SEDIMENT/EROSION DEVICES SHALL BE CHECKED BY THE
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IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMU
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THE CAPACITY OF THE DEVICE.4.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHA
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CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR S
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NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMP
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CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
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12
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OF
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.
SEEDBED PREPARATION:1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOILCONDITIONS, IF AVAILABLE.2.RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACEREASONABLY SMOOTH AND UNIFORM.4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITHSOIL (SEE BELOW*).5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED ISPREPARED 4 TO 6 INCHES DEEP.6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDINGEQUIPMENT OR CULTIPACK AFTER SEEDING.7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RE-SEEDINGS WITHIN THEPLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, RE-ESTABLISHFOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATIONAFTER PERMANENT COVER IS ESTABLISHED.10.APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACREFERTILIZER - 1000 LBS/ACRE (10-10-10)SUPERPHOSPHATE - 500 LBS/ACRE (20%)MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)ANCHOR - ASPHALT EMULSION AT 450 GAL/ACREFIRE PROTECTION NOTES:1.HYDRANT MUST BE WITHIN 150' OF THE FDC.2.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE T
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3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND TH
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AND FDC.3.HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.4.COMBUSTIBLE MATERIALS MAY NOT BE STORED OR EREC
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INSPECTOR APPROVAL.5.NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO
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.
6.A MINIMUM OF 5' SHALL SEPARATE UNDERGROUND FIRE L
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FROM UNDERGROUND UTILITIES7.CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS
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TIMES DURING CONSTRUCTION.8.ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROU
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GENERAL NOTES:1.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMITS OFDISTURBANCE SHOWN ON THE PLANS.2.LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL BESUBMITTED TO THE CITY OF WILMINGTON TRAFFIC ENGINEERING DIVISION AND PARKS ANDRECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO THE RECORDING OF THEFINAL PLAT.3.ZONING OF ADJACENT PROPERTIES IS AS NOTED.
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SITE DATA TABLEPEPPER HILLGENERAL INFORMATIONAPPLICANT NAMEPULTE HOME COMPANY, LLCSITE ADDRESS6018 MYRTLE GROVE ROADPROPERTY OWNER/DEVELOPERPULTE HOME COMPANY, LLCMAP SCALE1"=40'PROPERTY BOUNDARYTAX PARCEL IDENTIFICATION NUMBERR07907-001-001-000R07907-001-005-000R07907-001-006-000R07907-001-007-000R07908-001-001-001R07908-001-002-000R07908-001-003-000R07908-001-006-000R07908-001-007-000ZONING DISTRICTR-15TOTAL ACREAGESEE CS-101TOPOGRAPHY AND DRAINAGEDATE OF TOPOGRAPHY DATA4/26/2017100-YR FLOODPLAIN LINENONE INDENTIFIEDLOCATION OF NATURAL WATER FEATURESLOCATIONCLASSIFICATIONDITCHES, STREAMS, CREEKSN/AN/AFLOOD PRONE AREASNONE INDENTIFIEDAREAS OF NATURALLY CONCENTRATED SURFACEDRAINAGEN/ASOIL (USDA SOIL SURVEY)SOIL TYPE(S) AND BOUNDARIESSEE CX-101 NORTH CAROLINA COASTAL AREA MANAGEMENT AC
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8.
PR
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-
5
0
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I
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G
S
C
H
E
D
U
L
E
.
EROSION CONTROL MAINTE
N
A
N
C
E
:
1.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE C
H
E
C
K
E
D
F
O
R
S
T
A
B
I
L
I
T
Y
A
N
D
O
P
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R
A
T
I
O
N
FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN N
O
C
A
S
E
L
E
S
S
T
H
A
N
O
N
C
E
E
V
E
R
Y
W
E
E
K
A
N
D
WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.2.ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRAN
C
E
S
/
E
X
I
T
S
T
H
A
T
W
I
L
L
B
E
P
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R
I
O
D
I
C
A
L
L
Y
TOP-DRESSED WITH 2-3" COARSE STONE TO MAINTAIN 6" THI
C
K
N
E
S
S
.
E
N
T
R
A
N
C
E
S
/
E
X
I
T
S
W
I
L
L
B
E
M
A
I
N
T
A
I
N
E
D
IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAV
I
N
G
T
H
E
S
I
T
E
.
I
M
M
E
D
I
A
T
E
L
Y
R
E
M
O
V
E
OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED
O
N
T
O
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
E
N
T
R
A
N
C
E
/
E
X
I
T
O
R
PUBLIC ROADWAYS. (NCDENR PRACTICE 6.06)3.SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT F
E
N
C
E
W
H
E
N
I
T
B
E
C
O
M
E
S
H
A
L
F
-
F
I
L
L
E
D
.
T
H
E
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAI
N
T
A
I
N
A
B
A
R
R
I
E
R
.
S
T
A
K
E
S
M
U
S
T
B
E
S
T
E
E
L
.
S
T
A
K
E
SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRE
N
G
T
H
F
A
B
R
I
C
,
W
I
T
H
O
U
T
W
I
R
E
B
A
C
K
I
N
G
.
S
T
A
K
E
SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH
F
A
B
R
I
C
A
N
D
W
I
R
E
B
A
C
K
I
N
G
A
R
E
U
S
E
D
.
I
F
R
O
C
K
FILTERS ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FE
N
C
E
T
H
E
R
O
C
K
W
I
L
L
B
E
R
E
P
A
I
R
E
D
O
R
R
E
P
L
A
C
E
D
IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS
A
S
D
E
S
I
G
N
E
D
O
R
I
S
D
A
M
A
G
E
D
.
(
N
C
D
E
N
R
PRACTICE 6.62)4.SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND
G
R
A
V
E
L
I
N
L
E
T
P
R
O
T
E
C
T
I
O
N
S
W
H
E
N
T
H
E
SEDIMENT REACHES HALF OF THE DEPTH TO THE TOP OF TH
E
R
O
C
K
.
R
O
C
K
W
I
L
L
B
E
C
L
E
A
N
E
D
O
R
R
E
P
L
A
C
E
D
WHEN THE SEDIMENT CONTROL MEASURE NO LONGER DRA
I
N
S
A
S
I
N
T
E
N
D
E
D
.
R
E
M
O
V
E
D
E
B
R
I
S
F
R
O
M
T
H
E
ROCK AS NECESSARY TO ALLOW FOR PROPER DRAINAGE.
(
N
C
D
E
N
R
P
R
A
C
T
I
C
E
S
6
.
5
1
)
5.ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS NEC
E
S
S
A
R
Y
A
N
D
M
U
L
C
H
E
D
A
C
C
O
R
D
I
N
G
T
O
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VI
G
O
R
O
U
S
,
D
E
N
S
E
V
E
G
E
T
A
T
I
V
E
C
O
V
E
R
.
T
H
E
A
N
G
L
E
FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THA
N
T
H
E
A
N
G
L
E
T
H
A
T
C
A
N
B
E
R
E
T
A
I
N
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D
B
Y
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTR
O
L
D
E
V
I
C
E
S
O
R
S
T
R
U
C
T
U
R
E
S
.
I
N
A
N
Y
E
V
E
N
T
,
SHORT, FLAT SLOPES (FLATTER THAN 3:1 AND LESS THAN 50'
)
L
E
F
T
E
X
P
O
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E
D
W
I
L
L
,
WI
T
H
I
N
1
4
C
A
L
E
N
D
A
R
D
A
Y
S
OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERW
I
S
E
P
R
O
V
I
D
E
D
W
I
T
H
T
E
M
P
O
R
A
R
Y
O
R
P
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R
M
A
N
E
N
T
GROUND COVER, DEVISES, OR STRUCTURES SUFFICIENT TO
R
E
S
T
R
A
I
N
E
R
O
S
I
O
N
.
A
L
L
O
T
H
E
R
A
R
E
A
S
S
H
O
U
L
D
BE STABILIZED WITHIN 7 DAYS AFTER ANY PHASE OF ACTIVIT
Y
.
6.SEDIMENT WILL BE REMOVED FROM SEDIMENT BASINS WHEN
T
H
E
D
E
S
I
G
N
E
D
S
T
O
R
A
G
E
C
A
P
A
C
I
T
Y
H
A
S
B
E
E
N
HALF-FILLED WITH SEDIMENT. PULL SKIMMER TO ONE SIDE S
O
T
H
A
T
S
E
D
I
M
E
N
T
U
N
D
E
R
N
E
A
T
H
C
A
N
B
E
REMOVED. SKIMMERS MUST BE CHECKED FOR BLOCKAGES
A
N
D
D
E
B
R
I
S
R
E
M
O
V
A
L
,
A
N
D
M
A
Y
B
E
F
L
U
S
H
E
D
I
F
NECESSARY. BAFFLES WILL BE REPAIRED OR REPLACED IF T
H
E
Y
C
O
L
L
A
P
S
E
,
T
E
A
R
,
D
E
C
O
M
P
O
S
E
,
O
R
B
E
C
O
M
E
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIME
N
T
W
I
L
L
B
E
R
E
M
O
V
E
D
W
H
E
N
D
E
P
O
S
I
T
S
R
E
A
C
H
HALF THE HEIGHT OF THE FIRST BAFFLE. (NCDENR PRACTICE
S
6
.
6
0
,
6
.
6
4
,
&
6
.
6
5
)
7.SEDIMENT STORAGE BAGS SHALL BE REMOVED ONCE 1/2-CA
P
A
C
I
T
Y
I
S
R
E
A
C
H
E
D
.
S
E
D
I
M
E
N
T
B
A
G
S
S
H
A
L
L
B
E
DISPOSED OF PROPERLY IN A LANDFILL OR BROKEN ON-SITE
F
O
R
B
A
C
K
F
I
L
L
.
B
A
G
S
S
H
A
L
L
B
E
L
I
F
T
E
D
CAREFULLY ACCORDING TO MANUFACTURER'S RECOMMEND
A
T
I
O
N
S
S
O
T
H
A
T
B
A
G
S
A
R
E
N
O
T
T
O
R
N
I
N
-
P
L
A
C
E
AND SEDIMENT IS NOT RELEASED OFF-SITE OR DOWNSTREA
M
.
EROSION CONTROL NOTES:1.CLEAR AND REMOVE FROM SITE ALL TREES, SHRUBS, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHINDESIGNATED CLEARING LIMITS. DO NOT DISTURB INSIDE TREE PROTECTION FENCING.2.CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION CONDITIONSANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OFTHE EROSION MEASURES DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED.3.CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURESUNTIL FINAL INSPECTION AND APPROVAL BY NEW HANOVER COUNTY ENGINEERING, IF REQUIRED.4.PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING SHALL BEINSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO TOOLS, STOCKPILES, MATERIALS, ORVEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.5.IF THE SAME PERSON CONDUCTS THE LAND-DISTURBING ACTIVITY & ANY RELATED BORROW OR WASTEACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND-DISTURBINGACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR IS ALANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT. IF THE LAND-DISTURBING ACTIVITY ANDANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BECONSIDERED SEPARATE LAND-DISTURBING ACTIVITIES AND MUST BE PERMITTED EITHER THROUGH THESEDIMENTATION POLLUTION CONTROL ACT AS A ONE-USE BORROW SITE OR THROUGH THE MINING ACT.6.CONTACT PERSON SHOULD ISSUES ARISE DURING EROSION AND SEDIMENT CONTROL OPERATION: VERNONPOWELL7.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSIONCONTROL ORDINANCE AND IS SUBJECT TO A FINE.8.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF STATELAW AND IS SUBJECT TO A FINE.9.A GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 15 WORKING DAYS OR 21 CALENDARDAYS (WHICHEVER IS SHORTER), FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENTGROUND COVER FOR ALL DISTURBED AREAS WITHIN 10 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVERIS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.10.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OFNEW HANOVER COUNTY.11.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.12.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER, AND OWNER.13.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90 CALENDAR DAYS(WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESSWRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER.
PU
L
T
E
H
O
M
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C
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P
A
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,
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L
C
40
0
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N/
A
CE
-
1
0
2
1"
=
4
0
'
SYMBOLS LEGENDSILT FENCELIMITS OF DISTURBANCEPROJECT PROPERTY LINEEXISTING WATER LINEEXISTING SEWER LINETREE PROTECTION FENCINGINLET PROTECTIONNOTE: SEE SHEET CE-501 FOR SEDIMENT AND EROSIONCONTROL DETAILS.
PH
A
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E
2
C
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:
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I
N
G
.
7.
RE
M
O
V
E
A
L
L
S
E
D
I
M
E
N
T
F
R
O
M
A
L
L
S
T
O
R
M
D
R
A
I
N
P
I
P
E
S
.
C
O
N
T
R
A
C
T
O
R
T
O
P
E
R
F
O
R
M
A
N
Y
N
E
C
E
S
S
A
R
Y
G
R
A
D
I
N
G
TO
C
L
E
A
R
T
E
M
P
O
R
A
R
Y
S
E
D
I
M
E
N
T
B
A
S
I
N
S
O
F
S
E
D
I
M
E
N
T
A
N
D
C
O
N
V
E
R
T
T
O
P
E
R
M
A
N
E
N
T
I
N
F
I
L
T
R
A
T
I
O
N
B
A
S
I
N
S
.
8.
SI
L
T
F
E
N
C
E
M
U
S
T
R
E
M
A
I
N
I
N
S
T
A
L
L
E
D
A
N
D
F
U
N
C
T
I
O
N
I
N
G
P
R
O
P
E
R
L
Y
U
N
T
I
L
T
H
E
L
I
M
I
T
S
O
F
C
O
N
S
T
R
U
C
T
I
O
N
H
A
V
E
BE
E
N
P
E
R
M
A
N
E
N
T
L
Y
S
T
A
B
I
L
I
Z
E
D
.
EROSION CONTROL MAINTENAN
C
E
:
1.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FO
R
S
T
A
B
I
L
I
T
Y
A
N
D
O
P
E
R
A
T
I
O
N
FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE LES
S
T
H
A
N
O
N
C
E
E
V
E
R
Y
W
E
E
K
A
N
D
WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.2.ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES/EXITS T
H
A
T
W
I
L
L
B
E
P
E
R
I
O
D
I
C
A
L
L
Y
TOP-DRESSED WITH 2-3" COARSE STONE TO MAINTAIN 6" THICKNESS. EN
T
R
A
N
C
E
S
/
E
X
I
T
S
W
I
L
L
B
E
M
A
I
N
T
A
I
N
E
D
IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE
.
I
M
M
E
D
I
A
T
E
L
Y
R
E
M
O
V
E
OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED ONTO THE C
O
N
S
T
R
U
C
T
I
O
N
E
N
T
R
A
N
C
E
/
E
X
I
T
O
R
PUBLIC ROADWAYS. (NCDENR PRACTICE 6.06)3.SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
I
T
B
E
C
O
M
E
S
H
A
L
F
-
F
I
L
L
E
D
.
T
H
E
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BAR
R
I
E
R
.
S
T
A
K
E
S
M
U
S
T
B
E
S
T
E
E
L
.
S
T
A
K
E
SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABR
I
C
,
W
I
T
H
O
U
T
W
I
R
E
B
A
C
K
I
N
G
.
S
T
A
K
E
SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC AND
W
I
R
E
B
A
C
K
I
N
G
A
R
E
U
S
E
D
.
I
F
R
O
C
K
FILTERS ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE THE RO
C
K
W
I
L
L
B
E
R
E
P
A
I
R
E
D
O
R
R
E
P
L
A
C
E
D
IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGN
E
D
O
R
I
S
D
A
M
A
G
E
D
.
(
N
C
D
E
N
R
PRACTICE 6.62)4.SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INL
E
T
P
R
O
T
E
C
T
I
O
N
S
W
H
E
N
T
H
E
SEDIMENT REACHES HALF OF THE DEPTH TO THE TOP OF THE ROCK. RO
C
K
W
I
L
L
B
E
C
L
E
A
N
E
D
O
R
R
E
P
L
A
C
E
D
WHEN THE SEDIMENT CONTROL MEASURE NO LONGER DRAINS AS INTEN
D
E
D
.
R
E
M
O
V
E
D
E
B
R
I
S
F
R
O
M
T
H
E
ROCK AS NECESSARY TO ALLOW FOR PROPER DRAINAGE. (NCDENR PR
A
C
T
I
C
E
S
6
.
5
1
)
5.ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS NECESSARY AN
D
M
U
L
C
H
E
D
A
C
C
O
R
D
I
N
G
T
O
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DE
N
S
E
V
E
G
E
T
A
T
I
V
E
C
O
V
E
R
.
T
H
E
A
N
G
L
E
FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGL
E
T
H
A
T
C
A
N
B
E
R
E
T
A
I
N
E
D
B
Y
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES
O
R
S
T
R
U
C
T
U
R
E
S
.
I
N
A
N
Y
E
V
E
N
T
,
SHORT, FLAT SLOPES (FLATTER THAN 3:1 AND LESS THAN 50') LEFT EXPO
S
E
D
W
I
L
L
,
WI
T
H
I
N
1
4
C
A
L
E
N
D
A
R
D
A
Y
S
OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE PROVID
E
D
W
I
T
H
T
E
M
P
O
R
A
R
Y
O
R
P
E
R
M
A
N
E
N
T
GROUND COVER, DEVISES, OR STRUCTURES SUFFICIENT TO RESTRAIN E
R
O
S
I
O
N
.
A
L
L
O
T
H
E
R
A
R
E
A
S
S
H
O
U
L
D
BE STABILIZED WITHIN 7 DAYS AFTER ANY PHASE OF ACTIVITY.6.SEDIMENT WILL BE REMOVED FROM SEDIMENT BASINS WHEN THE DESIG
N
E
D
S
T
O
R
A
G
E
C
A
P
A
C
I
T
Y
H
A
S
B
E
E
N
HALF-FILLED WITH SEDIMENT. PULL SKIMMER TO ONE SIDE SO THAT SED
I
M
E
N
T
U
N
D
E
R
N
E
A
T
H
C
A
N
B
E
REMOVED. SKIMMERS MUST BE CHECKED FOR BLOCKAGES AND DEBRIS
R
E
M
O
V
A
L
,
A
N
D
M
A
Y
B
E
F
L
U
S
H
E
D
I
F
NECESSARY. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAP
S
E
,
T
E
A
R
,
D
E
C
O
M
P
O
S
E
,
O
R
B
E
C
O
M
E
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE R
E
M
O
V
E
D
W
H
E
N
D
E
P
O
S
I
T
S
R
E
A
C
H
HALF THE HEIGHT OF THE FIRST BAFFLE. (NCDENR PRACTICES 6.60, 6.64,
&
6
.
6
5
)
7.SEDIMENT STORAGE BAGS SHALL BE REMOVED ONCE 1/2-CAPACITY IS RE
A
C
H
E
D
.
S
E
D
I
M
E
N
T
B
A
G
S
S
H
A
L
L
B
E
DISPOSED OF PROPERLY IN A LANDFILL OR BROKEN ON-SITE FOR BACKF
I
L
L
.
B
A
G
S
S
H
A
L
L
B
E
L
I
F
T
E
D
CAREFULLY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS SO T
H
A
T
B
A
G
S
A
R
E
N
O
T
T
O
R
N
I
N
-
P
L
A
C
E
AND SEDIMENT IS NOT RELEASED OFF-SITE OR DOWNSTREAM.
ER
O
S
I
O
N
C
O
N
T
R
O
L
N
O
T
E
S
:
1.
CL
E
A
R
A
N
D
R
E
M
O
V
E
F
R
O
M
S
I
T
E
A
L
L
T
R
E
E
S
,
S
H
R
U
B
S
,
R
O
O
T
S
,
R
O
O
T
M
A
T
,
E
T
C
.
F
R
O
M
T
H
E
A
R
E
A
W
I
T
H
I
N
DE
S
I
G
N
A
T
E
D
C
L
E
A
R
I
N
G
L
I
M
I
T
S
.
D
O
N
O
T
D
I
S
T
U
R
B
I
N
S
I
D
E
T
R
E
E
P
R
O
T
E
C
T
I
O
N
F
E
N
C
I
N
G
.
2.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
C
L
E
A
N
I
N
G
A
N
D
R
E
S
T
O
R
I
N
G
T
O
P
R
E
-
C
O
N
S
T
R
U
C
T
I
O
N
C
O
N
D
I
T
I
O
N
S
AN
Y
A
R
E
A
S
O
U
T
S
I
D
E
T
H
E
P
R
O
J
E
C
T
L
I
M
I
T
S
T
H
A
T
M
A
Y
I
N
A
D
V
E
R
T
E
N
T
L
Y
B
E
D
A
M
A
G
E
D
D
U
E
T
O
T
H
E
F
A
I
L
U
R
E
O
F
TH
E
E
R
O
S
I
O
N
M
E
A
S
U
R
E
S
D
U
R
I
N
G
G
R
A
D
I
N
G
A
N
D
A
F
T
E
R
G
R
A
D
I
N
G
H
A
S
B
E
E
N
C
O
M
P
L
E
T
E
D
.
3.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
C
O
N
T
I
N
U
E
T
O
M
A
I
N
T
A
I
N
P
E
R
M
A
N
E
N
T
A
N
D
T
E
M
P
O
R
A
R
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
M
E
A
S
U
R
E
S
UN
T
I
L
F
I
N
A
L
I
N
S
P
E
C
T
I
O
N
A
N
D
A
P
P
R
O
V
A
L
B
Y
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
N
G
I
N
E
E
R
I
N
G
,
I
F
R
E
Q
U
I
R
E
D
.
4.
PR
I
O
R
T
O
A
N
Y
C
L
E
A
R
I
N
G
,
G
R
A
D
I
N
G
O
R
C
O
N
S
T
R
U
C
T
I
O
N
A
C
T
I
V
I
T
Y
,
T
R
E
E
P
R
O
T
E
C
T
I
O
N
F
E
N
C
I
N
G
S
H
A
L
L
B
E
IN
S
T
A
L
L
E
D
A
R
O
U
N
D
P
R
O
T
E
C
T
E
D
T
R
E
E
S
O
R
G
R
O
V
E
S
O
F
T
R
E
E
S
A
N
D
N
O
T
O
O
L
S
,
S
T
O
C
K
P
I
L
E
S
,
M
A
T
E
R
I
A
L
S
,
O
R
VE
H
I
C
L
E
S
A
R
E
P
E
R
M
I
T
T
E
D
W
I
T
H
I
N
T
H
E
T
R
E
E
P
R
O
T
E
C
T
I
O
N
F
E
N
C
I
N
G
.
5.
IF
T
H
E
S
A
M
E
P
E
R
S
O
N
C
O
N
D
U
C
T
S
T
H
E
L
A
N
D
-
D
I
S
T
U
R
B
I
N
G
A
C
T
I
V
I
T
Y
&
A
N
Y
R
E
L
A
T
E
D
B
O
R
R
O
W
O
R
W
A
S
T
E
AC
T
I
V
I
T
Y
,
T
H
E
R
E
L
A
T
E
D
B
O
R
R
O
W
O
R
W
A
S
T
E
A
C
T
I
V
I
T
Y
S
H
A
L
L
C
O
N
S
T
I
T
U
T
E
P
A
R
T
O
F
T
H
E
L
A
N
D
-
D
I
S
T
U
R
B
I
N
G
AC
T
I
V
I
T
Y
U
N
L
E
S
S
T
H
E
B
O
R
R
O
W
O
R
W
A
S
T
E
A
C
T
I
V
I
T
Y
I
S
R
E
G
U
L
A
T
E
D
U
N
D
E
R
T
H
E
M
I
N
I
N
G
A
C
T
O
F
1
9
7
1
,
O
R
I
S
A
LA
N
D
F
I
L
L
R
E
G
U
L
A
T
E
D
B
Y
T
H
E
D
I
V
I
S
I
O
N
O
F
W
A
S
T
E
M
A
N
A
G
E
M
E
N
T
.
I
F
T
H
E
L
A
N
D
-
D
I
S
T
U
R
B
I
N
G
A
C
T
I
V
I
T
Y
A
N
D
AN
Y
R
E
L
A
T
E
D
B
O
R
R
O
W
O
R
W
A
S
T
E
A
C
T
I
V
I
T
Y
A
R
E
N
O
T
C
O
N
D
U
C
T
E
D
B
Y
T
H
E
S
A
M
E
P
E
R
S
O
N
,
T
H
E
Y
S
H
A
L
L
B
E
CO
N
S
I
D
E
R
E
D
S
E
P
A
R
A
T
E
L
A
N
D
-
D
I
S
T
U
R
B
I
N
G
A
C
T
I
V
I
T
I
E
S
A
N
D
M
U
S
T
B
E
P
E
R
M
I
T
T
E
D
E
I
T
H
E
R
T
H
R
O
U
G
H
T
H
E
SE
D
I
M
E
N
T
A
T
I
O
N
P
O
L
L
U
T
I
O
N
C
O
N
T
R
O
L
A
C
T
A
S
A
O
N
E
-
U
S
E
B
O
R
R
O
W
S
I
T
E
O
R
T
H
R
O
U
G
H
T
H
E
M
I
N
I
N
G
A
C
T
.
6.
CO
N
T
A
C
T
P
E
R
S
O
N
S
H
O
U
L
D
I
S
S
U
E
S
A
R
I
S
E
D
U
R
I
N
G
E
R
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
O
P
E
R
A
T
I
O
N
:
V
E
R
N
O
N
PO
W
E
L
L
7.
AN
Y
G
R
A
D
I
N
G
B
E
Y
O
N
D
T
H
E
D
E
N
U
D
E
D
L
I
M
I
T
S
S
H
O
W
N
O
N
T
H
E
P
L
A
N
I
S
A
V
I
O
L
A
T
I
O
N
O
F
T
H
E
C
O
U
N
T
Y
E
R
O
S
I
O
N
CO
N
T
R
O
L
O
R
D
I
N
A
N
C
E
A
N
D
I
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0
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2
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5
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L
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A
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40
0
0
F
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#
1
D
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A
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CN
-
5
0
1
1"
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PLAN VIEWSECTIO
N
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W
FOREBAY
MA
I
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A
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PU
L
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PLAN VIEW
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C
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19
AM
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D
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CN
-
5
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