NCC222253_Site Plan or Location Map_20220621

DocuSign Envelope ID: 3D324989-F7C1 -4F1 1 -BEC5-5A54748F8A79
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�` ` ,^rp• ELOIS EVANS
\ ` \ -09 . D.B.5937, PG 7
Z'D` ` f B.M.1970, PG 22
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SILT FENCE OUTLET
�tn � 1-4 WITH
PROTOECTIONOE(��
4 � SILT FENCE OUTLET
WITH HORSESHOE
PROTECTION
SITE
h'i00�N
VICINITY MAP
LINE TYPE LEGEND
PROPERTY LINE
RIGHT—OF—WAY
— — — — — — — DISTURBED AREA
SF — SF — SILT FENCE
® SILT FENCE OUTLET
4P TREE PROTECTION
\ / NOTES:
1. THIS DRAWING IS FOR ON LOT EROSION AND SEDIMENT CONTROL MEASURES ONLY.
f
P <d ` '� ' ' /� I I 2. EACH LOT SHALL HAVE A CONSTRUCTION ENTRANCE THAT MEASURES AT LEAST 10 FEET WIDE BY 30 FEET
\ , LONG. THE CONSTRUCTION ENTRANCE SHALL BE
20X30
CONSTRUCTION
P) ENTRANCE Cd 3. FIELD ADJUSTED TO ALIGN WITH THE DRIVEWAY LOCATION.
�, ' �, 1, / 1� i ` ` TAF `, �,
4F 4. SILT FENCE OUTLET SHALL BE PLACED AT THE DOWN HILL SLOPE OF THE SILT FENCE AND SHALL BE
INSTALLED PRIOR TO THE FOOTING INSPECTION.
\ PROPOSED DISTRUBED �o 5. THE LIMITS OF DISTURBANCE ARE SHOWN AND INCLUDE THE ENTIRE LOT EXCEPT FOR LOTS THAT CONTAIN
AREA= 42,864 S.F , ' A` BUFFERS OR STORMWATER EASEMENTS. FOR
P� 0.984 AC. ; �'o \ THOSE LOTS THE LIMITS OF DISTURBANCE END AT THE EASEMENT AND OR BUFFER LINE.
P 6. ZONING IS R-40W.
i y
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0y � 7. CONCURRENT DISTURBED AREAS ON INDIVIDUAL LOTS IS LESS THAN 1 ACRE. AS LOTS ARE STABILIZED, SILT
FENCE SHALL BE INSTALLED BETWEEN LOTS TO PREVENT SEDIMENT LOSS FROM ACTIVELY DISTURBED LOTS
ONTO THE LOWER PROPERTIES. ADDITIONAL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS NECESSARY.
s \ 8. NO FEMA FLOOD ZONE ZONE PER FEMA FLOOD PER GRANVILLE COUNTY GIS.
N /F F�
WAYNE THOMPSON � \ � , , ' SILT FENCE OUTLET / ' , � , , ' ' � ' ' , I \• 9. LOT GRADING IS LIMITED TO INDIVIDUAL FINE GRADING. A PLAN RESUBMISSION WILL BE REQUIRED IF GRADING
WAY
N T OMPSOHARRIS ' WITH HORSESHOE OCCURS SUCH THAT THE DRAINAGE PATTERNS CHANGE OR THE NEED FOR ADDITIONAL EROSION CONTROL
D.B.8395, PG 92 c P� PROTECTION / MEASURES ARISES.
B.M. 1989, PG 341 �''
9�0 \ �' / ; , ; , I 10. LOTS RECORDED IN B.M. 2020, PAGE 1027.
°;�o P ,' ,.� 113,940 sq.ft. \
2.616 AC.
10
\ SILT FENCE OUTLET ,^
WITH HORSESHOE /
Q PROTECTION
i
TREE PROTECTION
FENCE CV o
M aD 1
SILT FENCE OUTLET co
/ WITH HORSESHOE
II ,� PROTECTION ' n LA \
IT .11 1 "1 �'"` \
i , OD
' 25' TREE &VEGETATION PROTECTION ZONE
30' WATER SUPPLY \
WATERSH D BUFFER
' 397.58' ,
& 20' BUILDING
\ SETBACK
N/F \
WAYNE G. DAVIS
KATHY S. DAVIS
D.B.2544, PG 589
N /F
JAMES V. SHERRON
LINDA C. SHERRON
D.B. 2896, PG 796
B.M. 2002, PG 1755
CONSTRUCTION SEQUENCE
1. OBTAIN A LAND DISTURBING PERMIT. CONTACT SCOTT REAMS (919-868-4985), FOR A PRE —CONSTRUCTION MEETING.
N 2. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCGO10000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT.
3. INDICATE CERTIFICATE OF COMPLIANCE INSPECTION TO BE PERFORMED PRIOR TO CLEARING AND LAND DISTURBING.
INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO THE AREA NECESSARY TO INSTALL THE PERMITTED MEASURES.
4. CONSTRUCTION ENTRANCES SHALL BE LOCATED WHERE DRIVEWAYS WILL BE LOCATED. SILT FENCE SHALL BE INSTALLED ALONG PERIMETER OF EACH INDIVIDUAL LOT AS SHOWN ON PLAN,
ENSURING TO REMAIN OUTSIDE OF WETLANDS AND BUFFERS.
E, 5. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY.
6. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
6.1STABILIZE ANY AND ALL BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION.
6.2STABILIZE ANY AND ALL DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR 30 DAYS OR MORE WITH TEMPORARY SEEDING AND EROSION CONTROL NETTING.
FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (14) DAYS.
6.3PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH FURTHER LAND —DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN
(14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
6.4ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (14) CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR
6.5PRIOR TO FINAL INSPECTION.
S 7. INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION,
OFF —SITE SEDIMENTATION, OR REPETITIVE NON—COMPLIANCE ISSUES.
8. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY
ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS.
]V1
9.ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT AND OBTAIN A CERTIFICATE OF COMPLETION.
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1253, WAKE FOREST, N.C., 27587, [phone]
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2/16/2022
DocuSigned by:
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AFSDC 1951AA8410...
SOIL AND EROSION PLAN FOR
LOT 3 CHURCHILL
ASSOCIATES
9604 ZEST LANE
D.B. 18038, PAGE 13
B.M. 2020, PAGE 1027
NEW LIGHT TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
FEBRUARY 15, 2022
30 15 0 30 60
SCALE 1 "=30'
SHEET 1 OF 2

DocuSign Envelope ID: 3D324989-F7C1 -4F1 1 -BEC5-5A54748F8A79
TEMPORARY SEEDBED PREPARATION
1. A GOOD SEEDBED IS WELL PULVERIZED, LOOSE, AND UNIFORM.
2.UMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOW, AN
APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1 - 1.5 TONS/ACRE ON FINE TEXTURED SOILS AND
2-3 TONS/ACRE ON COARSE TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND
INCORPORATE INTO THE TOP 4-6 INCHES OF THE SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED.
3.FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE APPLY A 10-10-10 GRADE
FERTILIZER AT 700 - 1000 LB/ACRE. BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF
IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE
APPLICATION.
4.SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL
ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO
BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER
SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING. SEE
OTHER REQUIREMENTS FOR SURFACE ROUGHENING ON THIS SHEET.
PERMANENT SEEDBED PREPARATION
1,INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND
COMPLETE GRADING ACCORDING TO THE APPROVED PLAN.
2. LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL TESTING IS PERFORMED FREE OF CHARGE
BY THE NC DEPT. OF AGRICULTURE. SOIL TESTING LABORATORY. DIRECTIONS, SAMPLE CARTONS, AND INFORMATION
ARE AVAILABLE THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES OR FROM NCDA. BECAUSE THE NCDA SOIL
TESTING LAB REQUIRES 1-6 WEEKS FOR SAMPLE TURN -AROUND, SAMPLING MUST BE PLANNED WELL IN ADVANCE OF
FINAL GRADING. TESTING IS ALSO DONE BY COMMERCIAL LABORATORIES.
3. WHEN SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE PERMANENT SEEDING SCHEDULE ON THIS
SHEET. APPLICATION RATES USUALLY FALL INTO THE FOLLOWING RANGES:
GROUND AGRICULTURAL LIMESTONE:
LIGHT TEXTURED, SANDY SOILS: 1 - 1.5 TONS/ACRE
HEAVY TEXTURED, CLAYEY SOILS: 2 - 3 TONS/ACRE
FERTILIZER:
GRASSES: 800 - 1200 LB/ACRE OF 10-10-10 (OR EQUIVALENT)
GRASS -LEGUME MIXTURES: 800 - 1200 LB/ACRE OF 5-10-10 (OR EQUIVALENT)
4. APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL BY DISKING OR OTHER
SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR.
5. ROUGHEN SURFACES IN ACCORDANCE WITH THE NOTES ON SURFACE ROUGHENING ON THIS SHEET.
6. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE
(SLOPES LESS THAN 3:1.) FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER. BROADCAST SEED INTO A
FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL
NEW STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
STABILAZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES SWALES DITCHES & SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW)
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND
ARE NOT STEEPER THAN 2:1, 14 DAYS ARE
ALLOWED.
SLOPES 3:1 OF FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN W I N
LENGTH.
ALL OTHER AREAS WITH SLOPES WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMTER HQW ZONES
TEMPORARY SEEDING SCHEDULE
(TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF 15 WORKING DAYS)
SEEDING DATES: DECEMBER 1 THRU APRIL 15
SEEDING MIXTURE: SPECIES RATE RATE (LBS/AC)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY.,
2,000 LBS/AC LIMESTONE AND
750 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING DATES: APRIL 15 - AUGUST 15
SEEDING MIXTURE: SPECIES RATE (LBS/AC)
GERMAN MILLET 40
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY.
2,000 LBS/AC LIMESTONE AND
750 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING DATES: AUGUST 15 THRU DECEMBER 15
SEEDING MIXTURE: SPECIES RATE (LBS/AC)
RYE (GRAIN) 120
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY.
2,000 LBS/AC LIMESTONE AND
1.000 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LBS/AC OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LBS/AC KOBE IN LATE
FEBRUARY OR EARLY MARCH
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM:
THE SEDIMENT POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND
DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENT CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF
MONITORING PROGRAM OF THE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF INSPECTION
REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING
TO THE APPROVED PLAN, THE SELF INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREAD SHEET FROM
HTTPS://DEO.NC.GOV/ABOUT/DIVISIONS/EN ERGY-MINERAL-LAND-RESOU RCES/ENERGY-MINERAL-LAND-PERMITS/STORMWATER-PERMITS/CONSTRUCTION-SW
IF YOU HAVE ANY QUESTIONS OR
CANNOT ACCESS THE FORM PLEASE CONTACT THIS OFFICE AT [phone].
\ \.. 03 CLASS 1 RIP RAP (SEE SECTION THRU BAD
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\\ INVERT - RIP RAP HEADWALL
OW - PIPE1. /
_ _ _
- ` (v • . ' . #5 WASHED STONE. V-0" THICK x 3'-
M/////////////////// 1, / /
p'r srorsaGE AREA- ��
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//// I I I \\\\
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I PERSPECTIVE VIEW
/ NO SCALE
AREAS TO BE DISTURBED SEDIMENT STORAGE RIP RAP
(CUT, FILL, ETC.) FLOOD STORAGE ZONE HEADWALL
y 1' 2'
-I-
_= I - ( PIPE
F V •'T-. r INVERT NATURAL GROUND
COB, 3,
11 , �� 1.5' .'�-------------
FLOW
1.5' - - - ---------------
I 11T I It
.. ' CLASS 1 RIP -RAP
MAXIMUM SEDIMENT DEPTH
(CLEAN OUT POINT) #5 WASHED STONE
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
NO SCALE
CO
QItTHCARDLIId STANDARD HORSESHOE INLET PROTECTION
ECTIVE: 01/31/08
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Seeeding Schedule
For Sholders, Side Ditches, Slopes (Max 3:1)
Date
Type
Planting Rate
Aug 15-Nov 1
Tall Fescue
3001bs/acre
Nov 1-Mar 1
Tall Fescue &Abruzzi Rye
3001bs/acre
Mar 1-Apr 15
Tall Fescue
300 Ibs/acre
Apr 15-Jun 30
Hulled Common Bermudagrass
25 Ibs/acre
125lbs/acre (Tall Fescue); 35
Tall Fescue AND Browntop
Ibs/acre (Browntop Millet); 30
Jul 1-Aug15
Millet or Sorghum -Sudan
Ibs/acre (Sorghum -Sudan
Hybrids***
Hybrids)
For Sholders, Side Ditches, Slope (3:1 to 2:1)
Date
Type
Planting Rate
Sericea Lespedeza (scarified)
Mar 1-Jun 1
and use the following
501bsJacre (Sericea Lespedeza);
combinations:
Mar 1-Apr 15
Add Tall Fescue
1201bs/acre
Mar 1-Jun 30
Or add Weeping Love grass
101bs/acre
Mar 1 Jun 30
Or add Hulled Common
251bs/acre
Bermudagrass
1201bs/acre (Tall Fescue); 35
Tall Fescue AND Browntop
Ibs/acre {Browntop Mullet); 30
Jun 1-Sept 1
Mullet or Sorghum -Sudan
Ibs/acre (Sorghum -Sudan
Hybrids ***
Hybrids)
Sericea Lespedeza (unhulled -
70lbs/acre (Sericea Lespedeza);
Sept 1-Mar 1
unscarified) AND Tall Fescue
1201bs/acre (Tall Fescue)
Nov 1-Mar 1
I AND Abruzzi Rye
251bs/acre
Consult S&EC Environmental Engineers for additional information concerning
other alternatives for vegetation of denuded areas. The above vegetation rates
are those that do well under local conditions; other seeding rate combinations
are possible.
*** TEMPORARY: Reseed accordingto optimum season fordesired permanent
vegetation. Do not allow temporary cover to grow more than 12" in height
before mowing; otherwise, fescue may be shaded out.
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activitybeing considered compliant with the Ground Stabilization and Materials Handling
g P g
sections of the NCGOl Construction General Permit Sections E and F respectively). ( p Y). The
ermittee shall coo with the Erosion and Sediment Control Ian approved b the
P comply P PP Y
delegated authority having jurisdiction. All details and specifications shown on this sheet
g Y gl
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILI2ATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
g
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
es P
(b) High Quality Water
None
(HQW) Zones
7
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
p
length and with slopes steeper than 4:1
-7 days for perimeter dikes swales
(d) SID es 3:1 to 4:1
14
ditches perimeter slopes and HOW
W P Q
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
y
there is zero slope
Note: After the erma ne nt cessation of construction activities an areas with temporary P V P V
round stabilization shall be converted to permanent round stabilization as soon as
g P g
practicable but in no case longer than 90 calendar days after the last land disturbing
p g Y g
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the round sufficient) so that rain will not dislodge the soil. Use one of the
g Y g
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent sail
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
P
POLYACRYLAMIDES[PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the sails being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMSMocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
TREE PROTECTION FENCE
SILT FENCE (SEE NOTES)
OUTLET 7 SF � 3F
71
SILT FENCE
El
I
RIGHT OF WAY CONSTRUCTION
ENTRANCE
SILT FENCE
OUTLET
._. �F-
f,,-4
WATTLES TOP OF SIVALE
AS NEEDED ROADWAY EDGE OF
TYPE A PAVEMENT
LEGENDS
FLOW DIRECTION
- SF - SILT FENCE
> DIVERSION DITCH
( WATTLES
TP - TREE PROTECTION FENCE
Im SILT FENCE OUTLET
( WATTLES
DRAINAGE PIPE
CONSTRUCTION ENTRANCE
7A
cooly
O CAROLTN
TYPE B TYPE C
TYPE D TYPE E
NOTES:
1.
TREE PROTECTION FENCE SHOULD BE INSTALLED
ALONG THE REAR PROPERTY LINE WHEN ADJACENT
9.
EROSION CONTROL DETAILS ARE NOT DRAWN TO
TO RIPARIAN BUFFER ZONES, WETLANDS AND/OR 25
SCALE.
FT. TREE AND VEGETATION PROTECTION ZONE.
10.
ENSURE THAT LAND DISTURBANCE DOES NOT IMPACT
2.
WRAP EACH INDIVIDUAL LOT WITH SILT FENCE ON
SEPTIC FIELD OR REPAIR FIELD AS THIS MAY VOID
ALL SIDES AND INSTALL SILT FENCE OUTLETS SHOWN
ON -SITE WASTE WASTER PERMIT VALIDITY.
ON SCHEMATIC/DIAGRAM AND AS NEEDED.
11.
IF LOTS ARE CONTIGUOUS AND HAVE DIFFERENT
3.
CONSTRUCTION ENTRANCE SHOULD BE INSTALLED
LAND OWNERS, LOTS CAN NOT SHARE THE SILT
AT THE HIGH ELEVATION SIDE OF THE SITE.
FENCES. EACH LOT SHOULD HAVE INDIVIDUAL SILT
4.
THESE DETAILS ARE FOR ONLY LOTS WITH
FENCES. THERE SHOULD BE A MINIMUM OF TWO
DISTURBED AREA LESS THAN ONE ACRE.
ROWS OF SILT FENCES BETWEEN THE LOTS.
5.
IF THE DISTURBED AREA IS GREATER THAN ONE ACRE,
12.
SILT FENCE SHOULD ONLY BE INSTALLED AT THE
A PLAN SHOULD BE SUBMITTED FOR THE 30-DAY
EDGE OF THE LIMITS OF DISTURBANCE OF THE BACK
REVIEW CYCLE. THE PLAN SHOULD ADDRESS
OF THE LOTS.
BERMS/DIVERSIONS AND SEDIMENT TRAPS AND
13.
STANDARD PLAN DOES NOT COVER THE FOLLOWING:
BASINS.
a.
BASEMENT LOTS
6.
IF MULTIPLE LOTS SHARE SILT FENCE WITH NONE
b.
LOTS WITH GREATER THAN 5 FEET ELEVATION
INSTALLED BETWEEN THE LOTS, A REVISED PLAN
BETWEEN THEM AND/OR LOTS WITH GREATER THAN
WILL BE REQUIRED AND A NOTICE OF VIOLATION
10 FEET ELEVATION FROM FRONT TO BACK
(NOV) WITH CIVIL PENALTY WILL BE ISSUED.
C.
LOTS WITH CONCENTRATED FLOW'/SWALES BETWEEN
7.
INLETS DOWNSTREAM OF DISTURBANCES SHOULD BE
THEM
PROTECTED, STREETS SHOULD BE SWEPT DAILY, AND
d.
LOTS WITH STORMWATER CONTROL MEASURES
MEASURES REMOVED OR DAMAGED BY
(SCMS)
SUB -CONTRACTORS OR UTILITIES SHALL BE
e.
LOTS WITH CUT SLOPES OR "RUN ON"
RE -INSTALLED AT THE END OF THE WORK DAY.
8.
DETAILS FOR SILT FENCE, SILT FENCE OUTLET,
CONSTRUCTION ENTRANCE AND OTHER MEASURES
PROVIDED ON OTHER SHEETS.
TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAIL
EFFECTIVE: 2/15/19
TOP OF
MUST BE
ABOVE Ti
THE WAS
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF57
WASHED STONE .�..,
BURY WIRE FENCE AND HARDWARE CLOTH
a� CAROLIN
EFFECTIVE: 01/31/08
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identifyleaks and repair as soon as feasible or remove leaking equipment from the
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project.
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4. Collect all, spent fluids store in separate containers and properly dispose as
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hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
G. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g duo ster, e. trash
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receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up P g and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled sized and laced appropriately for the needs of site.
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5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonablyavailable. If50foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stahle stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
4' MIN - I SILT FENCE
u
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLD
GROUND
3' FILTER FABRIC
ON GROUND
AND HARDWARE
CLOTH IN TRENCH
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
11 \
11 BURY 6" OF UPPER EDGE OF
11 FILTER FABRIC IN TRENCH
ul
SECTION VIEW
STANDARD SILT FENCE OUTLET
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LMR
i rMill
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of or recycle settled hardened concrete residue in accordance with local
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and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one orthe two
types of temporary concrete washouts provided on this detail.
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S. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
G. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonablyavailable. At a minimum
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easilyaccessible area on level round and install a stone
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entrance ad in front of the washout. Additional contra is may be re uired b the
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approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
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products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals drums or bagged materials direct) on the round.
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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -ins inspections are required during normal business hours in accordance with the table
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below. When adverse weather or site conditions would cause the safer of the inspection
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personnel to be in jeopardy,the ins inspection may be delayed until the next business day on
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which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall he noted in the Inspection Record.
Frequency
Inspect
Id.Own.-I
Inspection records must include:
business hours )
(1)Rain gauge
Daily
Dailyrainfallam unts.
maintained In
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
vaila6le record the cumulative rain measurement for those un-
attended da s and this will determine if a site in ection is
y ( sp
needed . Da s which no rainfall occurred shall be recorded as
) y on
„ me permittee may sae anther ram -monitoring device
app ovedbythe Division.
2 E&SC
()
At least once a
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1. Identification of the measures ins ected
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measmres
,�alenaaraaya
2. Dateandui ftheinapeotion,
and within 24
3. Name of the person performing the inspection,
hoursofa .in
4. Indicationofwhether the measures wereo .ratio
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vent>1.0Inch In
properlyo
M hours
5. Descripti n of maintenance needs forth. measure,
6. Descri Lion,evidence, and date of corrective actions taken.
(3)Stormwater
At least once per
1. Identification ofthe discharg.-fall. nspected,
dischar a
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]mlendarda Ys
2. Mteand timeofthe ins ection
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outfalls SDOs
( )
and within 24
3. Name of the a rformin the ins ection
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hoursofa rain
4. Evid.nc .Hf icatorsofstormwater pollution such-il
vent>1.0 inch in
_
sheen floatin o ended solids or discoloration
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24 hours
5. Indic,tionofvisible sediment I ... ingth-ire,
6. Description evidence, and dateofcorr-i-acti-taken.
(4)Perimeterof
At least once per
Ii`,Wbles.dimentation mfoundoutsid.site l imns,thena record
site
]calendardays
ofthefollowogshall be made:
and within 24
1. Actionstakentocl-nuorstabilizethesedimentthathasleft
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hours ofa rain
the site limits,
vemt 1.0 inch in
2. Description,widence,and dateof mrrectiveaal-,taken,and
M hours
3. An explanation a-theactlons taken to control future
elms.,.
6 Streamsor
At least once a
pr
If the stream - wetland has increased visiblesedimentation ors
wetlands onsite
�mlendar days
stream has visible increased turbidity from the mnrtruction
r offish.
and within 24
activity, then a r card of the following shall be made:
(where
hoursofa rain
1. Description euidenceand&-f-mctiveaaions taken,and
mssible)
vent>1.0mchin
2. Remrdsofth.r.quimdreportstotheappropriat.Division
24 hours
Regional Offfm per Part III, section C, Item (2)(a) of this permit.
(6)Gr-d
After each pha se
1. The phase of grading(installation of perimeter E&SC
stabilization
of radio
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s clearin and rubbin installationofatorm
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easures
drains .facilities coo letion .fall landdisturbi
6 P ng
amvny, mnstmrnon or redevelopment, Permarent
ground cover).
2. Documentarian that the required ground stabilization
es have been provided within the required
timefuameo an suranceth,t they will he provided,,
asp-ible,as
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
- EXISTING
Ri7A0WAY -,
LAl�llrvu KURUY
AA
Rk:VISED: 1 f2,/2020
MINIMUM 10
LINE WIRES
3M" MINIMUM -
BLFT SUFFICIENT TO KEEP
SEDIMENT ON SITE
2"-3" STONE TO BE USED %AW
(SURGE STONE OR RAILROAD BALLAST)
PLAN VIEW
10-FT UINIMUM OR
WII;ITH 0" PROPOSED
DRIVEWAY, WHICHEVER
IS GREAT€R1 1
-
3Q'-C)" MINIMU]A
NOTES:
I. Install silt rence or 1-tee protectioin fence 4acent to
cow truction mt=ce tD direct vehicles I drive on stone.
2. If mud is not removed from the vehicles uavelinR over the
stone, then the tires of the vehicles should be washed
befke eDtcnng the Fub]it: road or We enrls"etion c itrancc
must lx: lengthened. Nu eep slaculs u=ediately if mud is
tracked offsite onto public roads.
3. Maintain constrnctiam entrance in a condition to prevent
mud rrr Ndinlarfl from leaving the siw. Entrance will
require p4-riodic removal of sedimeri laticn simne and
replacement with fresh stone. Immediately remove a]]
madlsedirnent rock tracked ❑ffthe lot.
NEW
CONSTRUCTION
'I
FILTER FABR C UNDER STONE
CROSS SECTION
STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL
NOTE:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE.
COT
NORTH AROLINA
EFFECTIVE: 01 /31; 08
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC Ian as well as an approved deviation shall be kept on the site. The
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approved E&SC Ian must be kept up-to-date throughout the coverage under this permit.
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The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
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Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for Inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
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this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(h) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar Inspection form that includes all the required elements. Use of
electronically-aval la ble records in lieu of the required paper copies will be allowed If
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained fora period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART Il, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall he allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section Q Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weirtanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
e Velocity dissipation devices such as check dams sediment traps, and ri ra are provided at the discharge points of all dewaterin devices and
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(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
8'-O" MAXIMUM
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
0
FSE
M
O FILL SLOPE
�
N
:,,..'
cq i Sp' c
"' GRADE
11
6" MINIMUM COVER
o
I
OVER SKIRT *
N
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
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Permittees shall report the following occurrences:
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(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• The cause sheen on surface waters (regardless of volume or
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• They are within 100 feet of surface waters (regardless of volume).
c Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health orthe
environment.
2. Reporting Timeframes and Other Requirements
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After a ermittee becomes aware of an occurrence that must be reported, he shall contact
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the a ro riate Division regional office within the timefra mes and in accordance with the
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other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes After Discove and Other Requirements
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(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Yl7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply mare stringent practices if staff
determine that additional requirements are needed to assure compliance
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with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
above
c(b)-(c)
() Anticipated
• A report at feast ten days before the date of the bypass, if'pom1bfe.
bypasses[40 CFR
The report shall include an evaluation of the anticipated qualityand
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral orelectronic notification.
bypasses [40 CFR
• Within 7 mfendordays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Witldn24hours, an oral arelectranic natification.
with the conditions
• Wltldn 7 m1endardays, a report that contains a description of the
of this emit that p r
noncompliance, and its causes; the period of noncompliance,
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
ent[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may wive the re u emer fora written report on a
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case -by -case basis.
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
�� CAWTHORNE, MOSS 8c PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS. C-1525. 333 S. WHITE STREET, P.O. BOX 1253. WAKE FOREST. N.C.. 27587. [phone]
IMUM 12-1 /2 GAUGE
RMEDIATE WIRES
GRADE
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EDocuSigned by:
bV AAf V Y.
AFSDC1951 AA8410...
SOIL AND EROSION PLAN FOR
LOT 3 CHURCHILL
ASSOCIATES
9604 ZEST LANE
D.B. 18038, PAGE 13
B.M. 2020, PAGE 1027
NEW LIGHT TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
FEBRUARY 15, 2022
30 15 0 30 60
SCALE 1 "=30'
SHEET 2 OF 2