NCC221142_Site Plan or Location Map_20220329

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RANCH LOT # 2
13.97 AC.
RANCH LOT # 1
5.98 AC.
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MB. 44, 1"; 15J
N47 ne'u' W f 6ozS4' (TCI'I'.4§:1
SYMBOL
GROUND STABILIZATION CRITERIA
SITE AREA
STABILIZATION
STABILIZATION
TIMEFRAME
DESCRIPTION
TIMEFRAME
EXCEPTIONS
* Perimeter dikes,
7 Days
None
ditches and slopes
-
* High Quality
Water (HQW)
7 Days
None
Zones
If slopes are io' or
Slopes Steeper
less in length and
than 3:1
7 Days
are not steeper than
2:1, 14 days are
allowed
7-days for slopes
* Slopes 3:1 or flatter
14 Days
greater than 50 ft. in
W
length
* All other areas with
None (except for
slopes flatter than 4:1
14 Days
perimeters & HQW
-- -
Zones)
BUILDING WASTE HANDLING -
NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS
DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST
BE LOCATED 5o' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE
ALTERNATIVES ARE AVAILABLE.
- EARTI-I EN MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES ARE AVAILABLE.
- CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE
WATERS, WETLANDS, OR BUFFERS.
INSPECTIONS:
SAME WEEKLY REQUIREMENTS
SAME RAIN GAUGE & INSPECTIONS AFTER 0.5o" RAIN EVENT.
- INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS"
- INSPECTION REPORTS MUST BE AVAILABLE ON -SITE DURING BUSINESS HOURS
UNLESS A SITE -SPECIFIC EXEMPTION IS APPROVED.
RECORDS MUST BE KEPT FOR 3YEARS AND AVAILABLE UPON REQUEST.
ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN
CONDITIONS.
SEDIMENT BASINS-
- OUTLET STRUCTURES MUST BE WITHDRAWN FROM BASIN SURFACES UNLESS
DRAINAGE AREA IS LESS THAN 1 ACRE.
- USE ONLY DWQ APPROVED FLOCCULANTS.
J
SITE DATA
\ \ \ \ \ \ \ `\ \ \ \ \ \ \ \ \ ` ` PARCEL IP: R04400-004-221-000 &
` ♦ \ \ \ \ \ \ \ \ \ \. 4 �� \ 04 WETLANDSR04400-004-125-000
A \ \ \ \ V ` V A V `, A y \
(CONSERVATION`\
,\ \ .\ \ \ \ \ �o Q ¢° \ • \ ` EAOMENT) CURRENT' ZONING: R-20
\ \. A \ DIG1T1­ZED M:B. 52, PCx II1 v
` \ ` \ \ \ \ \ �, \ \ ` \ \ \ \ \ •`5 \ \, \ \ \ PROJECT ADDRESS: 6009 & 6o15 NORTH BEND RD
\,M1 \ \ \ \ \ \,. \ .\ ` \ \ WILMINGTON, NC 28411
CURRENT OWNER: ANCHOR HOMES, LLC
113o ANCHORS BEND WAY
\ \ \ \ \ \ \ \ \ WILMINGTO
N, NC 28411
hEAGE IN PROJECT BOUNDARY: 869,032 S.F. I AC.
l � \� `, •, \ \ ;< � ' � � .\ \ � � \ \ � � \ \ TOTAL AC.(9.95 )
` \ \ \ \ \ \ \ \ TOTAL DI§TURBED AREA: t1.32 AC.
\ \ \
404 WETLANDS
(CONSERVATION \ \ \ \ -\ \ \ \ \ I ,
\ °� \• 1 EASEMENT) \• '\ \ \ \ .\ \..: \ �...\ \�0
V DIGITIZED M.B. 52, PG Ill \
\ \,
s�9 S19h
71
\ � ` \ \_ \ �� �•�, Y�, ��.. J ii.,C1St-"t'�J } � �r' 1�""/ '�' I �'"„�, w I it I ' / r� i .< .4y` t ��'� �;� / '�`� � � �
\ O\ \ \ \ `� �;.Y4 �S'Z ''• � � ''�il�" ] _� � {' / IyJ _. s°'� �3- Sir
Q i
. LI ANCHORS BE
,......._,_.-- .a
(7n'PUBI�ID
/ ; - s�• d�:' WAY
ff
•
\ I - —
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8 G.V. �
LOCATED 75' FROM
\ \ �\. \ \ \ L
TOP o STREAM BANK \ .,� �. r ± - r ,
t
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\ 3
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CONSE 7w%
IV ��T\CASE
�W LIIL,IV ,W h15ILMi;
p
am om
,
lu UTIL[TYEASLMENT I'-
za. ss,PGgq ra TEMP. CONSTRUCTION
_mow
- — — .a.��� ENTRANCE
41
io LilLIfY 4,q$]hlitN'f ltl liE.111AV()pNFf) �� .—. .
NORTH CAROLINA TEMPORARY
GRASSING DETAIL
SEEDING MIXTURE SPECIES APPLICATION RATE
LATE WINTER & EARLY SPRING:
Rye (grain)
too (lb/acre)
Annual lespedeza (Kobe in Piedmont
and Crustal Plain, Korean in Moultains)
50 (lb/acre)
Omit annualIespedeza when dur(Ition
of temporary cover is not to exteRd beyond June
SUMMER:
Germ,in Millet
In the Piedmont and Mountains,
40 (lb/acre)
a small -stemmed sundangrass may be
substituted at a rate of 5o (lb/acre)
FALL_
Rye (grain)
120 (lb/acre)
SEEDING DATES
LATE WINTER & EARLY SPRING:
Mountains - Above 2500 ft: Feb. 15-May 15
Piedmont - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
SUMMER:
Mountains - May i5-Aug. 15
Piedmont - May 1-Aug. 15
Coastal Plain - Apr. 15-Aug. 15
FALL:
Mountains - Aug. 15-Dec. 15
Coastal Plain and Piedmont - Aug. 15-Dec, 30
SOIL AMENDMENTS:
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10-10-10 fertilizer.
MULCH:
apply z>,000 lb/acre straw. 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:
Retert, l ize it growth is not fully adequate. reseed, refertilize and mulch immediately
following erosion or other damage.
NORTH CAROLINA PERMANENT
! 1 GRASSING DETAIL
SEEDING MIXTURE SPECIES APPLICATION RATE
FALL & WINTER:
l Tall Fc�;cue (blend of two or 200 (lb/acre)
_ three ��,vroved varieties)
j
Rye (g;'ain) 25 (lb/acre)
404 WETLANDS
` (CONSERVATION SPRING &SUMMER:
- RANCH RANCH
A T�
\ \ \ \ ♦ \ \ ` \ \ \ ` ` DIGITIZED M.B. 52 PG iii RA C 1 LOT # 2 RA CH LOT '# 1 Pensacola Bahiagrass 50 (lb/acre)
Sericea Lespedeza 30 (lb/acre)
13.97 AC. 5.98 AC. Common Bermudagrass io (lb/acre)
�� v V A V A \ German Millet
10 (lb/acre)
Tall Fescue 50 (lb/acre)
SEEDING DATES
w FALL & WINTER:
\ \ \ \\ \\
\ \ \ \ . \ \ \' \ \ \ \ \ \ ♦ \p. \ \ \ \ \ \ \ \ \ \ .\ `. \ \ `' ' a January -April
\. \ \ \ \ \,, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ ` \ ` \ \ \ \ \ \ \ \ \� \ x August - December
H
SOIL AMENDMENTS:
\ \ \ v A \ \ Apply lime and fertilizer according to soil tests or apply .000- 000 lb/acre
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ STR�(DIGIT,1ZEB) \ \ \ \ \ \ \ pP Y g , pi? Y 3 5,
- \ \ \ \ `' \ \ \ \ \ \ \ \. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \` . MB: , PG �11, \ \ \' \ \ \ ' ground agricultural limestone (use the lower rate on sandy soils) and 1 000 lb/acre
io-io-IO fertilizer.
\\• \' V A \ V \ \ \� \ v -v v ` vV A- .v v. V A .v v V ♦ v A�� v MAINTENANCE:
\ \ \ \ \ \ Fertilize according to soil tests or apply 40 lb/acre nitrogen in January or february,
\ CONS 2VATI N FASivIENT \ \ \ \ 40 lb in September and 40 lb in November, from a 12-4-8, 16-4-8, or similar turf
MB, 52, PG411 \ \ \ \ \ \ \ \ fertilizer. Avoid fertilizer applications during warm weather, as this increases stand
losses 'Lo disease. Reseed, fertilize, and mulch damaged areas immediately. mow to
404 WETLANDS V` a height of 2.5-3.5 inches as needed.
\ \ (CONSERVATION\ \ \\ v \� \ \ \ \ ♦ A V y� �` \
EASEMENT) SPRING & SUMMER:
�\ \ DIGITIZED M.B. 52, PG 111
\ \ \ v A `v \ \ '\ \ - v V ` . 'v v \ A `� A, V A \ 'v, ♦ y A v \ v v .� v V \ April 1 - July 15
\ \ \ \ \ \
f \ \ \ \ \ -\ �—�' �`'� \ \ \ \ \ `• ` `` SOIL AMENDMENTS:
Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground
agriculture limestone and Soo lb/acre 10-Io-10 fertilizer.
MAIN'I`ENANCE:
\ \ \ \ Refertilize the following april with 50 lb/acre nitrogen. Repeat as growth requires.
may be mowed only once a year. Where a neat appearance is desired, omit sericea
l \ \ \ \ \ \ and mow as often as needed.
a"'E•nie'vsnst i r 404 WETLANDS n' UTILITY \ \
3 EASEMENT \. \ MULCH:
(CONSERVATION MB• 53, PG 34 `.�, ♦ \
EASEMENT) \ apply z ,000 lb/acre straw. anchor straw by tacking with asphalt, netting, or a
DIGITIZED M.B. 52, PG in — mulch Anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
MAINTENANCE PLAN:
N47°,I_'I,"Wi6o2.g4'[7',7TALJ �-
CONSTRUCTION SEQUENCE:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS
CONSTRUCTION OF SITE TO START WITH INSTALLATION OF CONSTRUCTION ENTRANCE AND SILT FENCE ALONG ALL LOCATIONS PER PLANS. UPON
THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
INSTALLATION OF SILT FENCE, TREES SHOULD BE REMOVED IN LOCATIONS AS NECESSARY. ALL SLOPED AREAS SHOULD BE SEEDED IN ACCORDANCE TO
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF 2-3 INCH STONE TO MAINTAIN
SPECIFICATIONS. SLOPE STABILIZATION IS WITHIN 21 CALENDAR DAYS OF ANY PHASE OF CONSTRUCTION. ALL OTHER AREAS MUST BE STABILIZED WITH
PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL
IN 15 WORKING DAYS. CONTRACTOR TO FOLLOW NPDES STABILIZATION REQUIREMENTS PER TABLE ON THIS SHEET AS WELL. MOST STRINGENT
SPILLED, WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
REQUIREMENT TO BE MET.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET/SWALE PROTECTION, ROCK DOUGHNUT INLET PROTECTION, SEDIMENT TRAP BAFFLES, AND ROCK
1. GENERAL CLEARING AND GRADING OF THIS SITE WILL NOT BE DONE UNTIL THE TEMPORARY SILT FENCE & CONSTRUCTION ENTRANCE HAS BEEN
PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
INSTALLED.
NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A
2, NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR EVERY RUN OF 3 FEET (i VERTICAL TO 3 HORIZONTAL).
WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
3• NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES DURING AND AFTER
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED.
CONSTRUCTION.
SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE.
4. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING BUT NOT LIMITED TO GRAVELED CONSTRUCTION
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
ENTRANCE, SILT FENCE, TREE PROTECTION FENCE & SEDIMENT BASINS. INSTALL ALL SECONDARY EROSION CONTROL MEASURES, SUCH AS INLET
BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET
PROTECTION AS SOON AS POSSIBLE AFTER BEGINNING CONSTRUCTION.
MAX WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED, IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE
5• ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT FENCE AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED,
6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
6. INSPECT CHECK DAMS AND CHANNELS WEEKLY AND AFTER EACH RAIN EVENT.AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD
7• MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
CLOG THE CHANNEL. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM, AND CORRECT
8• MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS PLAN PROVE TO BE LESS EFFECTIVE.
ALL DAMAGE IMMEDIATELY, IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIP -RAP LINER IN
9• REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. ALL PERMANENT MEASURES SHALL BE WELL
THAT PORTION OF THE CHANNEL. REMOVED SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL
ESTABLISHED PRIOR TO PROJECT COMPLETION.
TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN
HEIGHT & CROSS SECTION.
f - 4,
BNGINeERING DLPA]?
LEGEND
— —
PROPERTY].INE
—
LOT LINE
EASEMENT
5F-
TEMPORUYSILT FENCE
S$
EMS TING SANIFARYSEWER
W
V'XISTING WATERLINE
ff=
gum LIMITS OF DISTURBANCE
EX. GRASSER SWAI,£
PROPOSED WATER VALVE
6o' 30' 0' 60' 120'
Scale: 1"=6o'
VICINITY MAP (NOT TO SCALE):
SITE
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24
CLIENT INFORMATION:
Anchor Homes, LLC
113o Anchors Bend Way
Wilmington, NC 28411
Office: 910-821-8398
DRAWN: JAE
ti[ [I [:"I' sIZG:
2 ;X36
CHECKED: CDC
DATE:
2/3/2022
APPROVED: CDC
SCALE':
1" = 6o'
PRO.IECT NUMBER:
2022-007
DRAWING NUMBER:
C-1
I OF 2

P
VICINITY MAP (NOT TO SCALE):
PAVED AREA UNPAVED AREA
LID FLUSH W/ FINISHED GRADE
PAVEMENT REPAIR
AS REQUIRED
LID MARKED "WATER" (WATER MAINS)
LID MARKED "SEWER" (FORCE MAINS)
PRECAST CONCRETE COLLAR
,,�FINiSH GRADE TO REVEAL
LINE ON COLLAR
SCREW TYPE
VALVE Box W/LID
DETECTION TAPE
TRACER WIRE
M.J. GATE VALVE
NOTES:
1. TRACER WIRE SHALL PENETRATE VALVE BOX THROUGH DRILLED
HOLE APPROX. 6" BELOW GRADE WITH MINIMUM 2-FEET EXTRA
LENGTH COILED IN THE VALVE BOX. SEE WS-6.
DETAIL:
VALVE DETAIL CAPE FEAR PUBLIC UTILITY AUTHOR
im ITY
235 GOVERNMENT CENTER ORIv
CFPUA DETAiLDATE: WILMINGTON,NC 28403
SCALE: NOT TO SCALE 01101l2022 OFFICE: [phone]
Stewardship, Sustainabi14. Service.
DETAIL NO:
WS-5
SHEET NO:
0
I
CAPE FAR PUBLIC U I ITY AUTHORITY STANDARD NOTES:
1. ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY
SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED
HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM
TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL
STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE
CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL,
MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS
FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS.
2. SEWER MANHOLE INSERTS REQUIRED AT ALL MANHOLES.
STAINLESS STEEL MANHOLE INSERTS REQUIRED AT MANHOLES
LOCATED IN TRAFFIC AREAS.
3. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
MAIN AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. SEWER
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE.
4. ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS
SHALL ALSO BE CONSTRUCTED OF DIP.
5. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS,
6. NO FLEXIBLE COUPLINGS SHALL BE USED,
7. ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316.
8. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM
ALL PROPERTY CORNERS.
9. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM
THE PROPERTY CORNER,
10. UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER
SERVICES SHALL BE DISCONNECTED FROM MAIN,
11. A MINIMUM OF 10' OF MAIN LINE, 5' UPSTREAM AND 5'
DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE
CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS.
12. A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10'
DOWNSTREAM SHALE. BE REPLACED FOR NEW CUT IN
MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS
13. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN
EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL
JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES
BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE
IS NOT PERMITTED
14. WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT
SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A
MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS
GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA.
15. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE
INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE
LARGEST DIAMETER PIPE.
DETA
IL L
DETAIL NO:
STANDARD
Np R[] NOTES
CAPE FEAR PUBLIC TI € Y U L T AUTHORITY
(RCOLARED ON ALL PLAN AND PROFILE Im
235 GOVERNMENT CENTER DRIVE W S-14
CFPUA DETAIL DATE- W€LMINGTON, NC 28403 SHEET NO:
SCALE: NOT To SCALE 0 t10112Q22 on OFFICE; [phone]
Stewardship. Sus€ainablllty. Service.
1. FENCE FABRIC SHALL BE A MIN- OF 32" IN WIDTH AND
SHALT. HAVE A MIN, OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY TH E
ENGINEER.
3. STEEL POST SHALL BE 5'-o" IN HEIGHT AND BE OF TH E
SELF -FASTENER STERL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
\- GEO FABRIC LINER
STEEL POST
WIRE FABRIC
_ - ----- FILTER FABRIC
18"
\
ANCHOR
FABRIC
4 SKIRT AS
DIRECTED
BY
ENGINEER
NOTE:
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
ENTRANCE. WHICHEVER IS GREATER.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction
s on General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Controi plan approved by the
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.
CTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3A
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
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
there is zero slope
€vote: ATier the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
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 ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table beiow:
Temporary Stabilization
• Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary, grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
Permanent Stabilization
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
with rnulch
• Uniform and evenly distributed ground rover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control productswith grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
I. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NCDWR List of Approved PAMS/Flocculonts•
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
PAMS/Flocculants 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,
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids,
2. Provide drip pans under any stored equipment.
of 3 identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
S. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. 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 dumpster, trash
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 overffow. Clean up immediately if
containers overflow,
8. Dispose waste off -site at an approved disposal facility.
9. on business days, clean up 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 placed appropriately for the needs of site
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE IOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
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
Stockpile loco 1. Show e bons an ions. Locat
e earthen -material
P p al 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 stable 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.
ml WORTH CAROLINA
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
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CONCRETE WASHOUTS
1, Do nct discharge concrete or cement slurry from the site.
2• Dispose of, or recycle settled, hardened concrete residue in accordance with local
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 of the two
types of temporary concrete washouts provided on this detail,
5. 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.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. 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 easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
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
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 spilt occurs, clean area immediately,
4. Do not stockpile these materials onsite.
iAZARDOUS AND TOXIC WASTE
I. 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 directly on the ground.
EFFECTIVE: 04/01 / 19
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CLIENT INFORMATION:
Anchor Homes, LLC
1130 Anchors Bend Way
Wilmington, NC 28411
Office: gio-821-8398
DRAWN: JAE
51iEET SIZF: 24X36
CHECKED: CDC
DATE. 2/3/2022
APPROVED: CDC
SCALE NTS
PROJECT NUMBER.- 2022-007
DRAWING NUMBF�R;
C-2
2OF2