NCC215964_Site Plan or Location Map_20211027

!AP APRON
----PIPE--- �\\\, L--�
--J
NOTES
1. L = THE LENGTH OF THE RIP RAP APRON
2. D = 1.5 TIMES THE MAXIMUM STONE DIAMETER
BUT NOT LESS THAN 6"INCHES
3. A FILTER BLANKET OR FILTE FABRIC SHOULD
FILTER BE INSTALLED BETWEEN THE RIP RAP AND SOIL
FABRIC FOUNDATION
SECTION 'A -A'
STANDARD PIPE OUTLET(NO DEFINED CHANNEL)
VICINITY MAP NTS
NOTES
NOT AN ACTAUL SURVEY
CONTOURS TAKEN FROM CHATHAM COUNTY GIS
THIS PLAN DID NOT HAVE THE BENEFIT OF A TITLE REPORT AND
IS SUBJECT TO ANY MATTERS ONE MAY DISCLOSE.
PROPERTY SUBJECT TO BOTH ABOVE AND/OR BELOW GROUND
UTILITIES AND/OR EASEMENTS.
THIS LOT IS NOT LOCATED IN A
FLOOD HAZARD AREA PER
F.E.M.A. MAP #3710977300J
EFF. DATE: 02 02 2007 ZONE X
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
MIN. 10 GA.
LINE WIRE
STEEL POST
_WOVEN WIRE FABRIC
_WARNING SIGN
-SILT FENCE GEOTEXTILE FABRIC
FILL SLOPE
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW
XPROPOSED
1 RCP _� 50' X 12'
W OUTLET CONTRUCTION
PROTECTION
ENTRANCE
SEE DETAIL
CONCRETE _
1-11 WASHOUT ,,
SEE DETAIL
1
SECAr S\ON
GROG
N
N �
646
`,NN PEN
�
/
/
360' o� /
* FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
-O 40"
32" DE a }T
n TION AREA
6" MIN. COVER TREE PROTEC
< 18"
OVER SKIRT
-0. M DO NOT ENTER
a
EXTEND WIRE 6" MIN. INTO TRENCH
DIRECTED BY ENGINEEERR AND ANCHOR SKIRT sk WARNING SIGN DETAIL
SIDE VIEW
NOTES:
NOTE: WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT SO' MAXIMUM INTERVALS.
-USE SILT FENCE ONLY WHEN DRAINAGE AREA
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER AREA. DOES NOT EXCEED 1/4 ACRE AND NEVER IN , PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AR.
AREAS OF CONCENTRATED FLOW ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEICH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50. ON CENTER THEREAFTER.
STANDARD TEMPORARY SILT / TREE PROTECTION FENCE
CONSTRUCTION SEQUENCE
1. SUBMIT A LAND DISTURBING PERMIT APPLICATION AT LEAST 30 DAYS PRIOR TO ANY LAND
DISTURBING ACTIVITY OCCURRING.
2. ORGANIZE PRE -CONSTRUCTION MEETING WITH CHATHAM COUNTY WATERSHED PROTECTION
DEPARTMENT TO REVIEW SITE PLAN PRIOR TO LAND DISTURBING ACTIVITIES. LAND DISTURBING PERMIT
AND APPROVED PLANS WILL BE PROVIDED AT THIS MEETING.
3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES ACCORDING TO INFORMATION DISCUSSED
DURING THE PRE -CONSTRUCTION MEETING. MINIMAL CLEARING MAY OCCUR IN THE IMMEDIATE AREA
OF ALL MEASURES TO PROVIDE FOR INSTALLATION.
4. PERMITTED LAND DISTURBING ACTIVITIES MAY BEGIN ONCE MEASURES ARE INSTALLED.
5. COMPLETE SELF -INSPECTIONS WEEKLY AND WITHIN 24 HOURS OR A 0.5" OR GREATER
RAINFALL EVENT.
6. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE,
INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT WHEN THEY ARE HALF FULL.
GLOGGED SILT FENCE OUTLETS MUST BE REFRESHED/REPLACED. SILT FENCE CANNOT HAVE HOLES OR TEARS.
7. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
a. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION. (IF APPLICABLE)
b. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR 14 DAYS OR MORE WITH
TEMPORARY SEEDING AND EROSION CONTROL MATTING.(IF APPLICABLE)
c. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, STABILIZE AREA WITH SEED AND
MATTING IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF SEVEN(7) DYS.
d. PROVIDE 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)
CALENDER DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
e. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION
IMMEDIATELYFOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO
FINAL INSPECTION.
9. RE -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.
10. MEASURES MUST BE INSTALLED AT THE BACK OF CURB TO RESTRICT ALL VEHICLE ACCESS TO
THE CONSTRUCTION ENTRANCE. ALL MEASURES MUST BE INSTALLED ACCORDING TO THE APPROVED
PLAN UNLESS APPROVED IN THE FIELD BY CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT
STAFF(APPROVED FIELD REVISION).
11. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED, BY THE
CHATHAM COUNTY WATERSHED PROTECTION DEPARMENT STAFF ONLY, PRIOR TO REMOVAL OR
INSTALLATION. CONTACT CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF TO
REQUEST AN INSPECTION AND OBTAIN A SIGN -OFF ON THE PLANS OR AN APPROVED FIELD REVISION.
12. ONCE GRADING AND CONSTRUCTION ACTIVITIES ARE COMPLETE, TEMPORARY MEASURES ARE
REMOVED, AND THE SITE IS STABILIZED, CALL CHATHAM COUNTY WATERSHED PROTECTION
DEPARTMENT STAFF TO SCHEDULE THE FINAL INSPECTION.
13. ONCE THE FINAL INSPECTION IS COMPLETE THE PERMIT WILL BE CLOSED AND NO ADDITIONAL
GROUND DISTURBING ACTIVITIES CAN OCCUR.
I, BENTON W. DEWAR CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION; THAT THE RATIO OF PRECISION IS 1:_____N/A
-_- -
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES
PLOTTED FROM INFORMATION FOUND IN BOOK _ 1_2_7_7________
PAGE 886 ; THAT THIS PLAT DOES NOT MEET SIZE REQUIREMENTS�u
FOR RECORDING IN THE REGISTER OF DEED . ER G.S. 47-30 AS AMMENDED.
��'V. dF.
LICENSE NUMBER AND SEAL TTHIS _20th _ D OF OCTOBER 2021-----,
+.sue
�•���i -
SEINI-
PROFESSIONAL LAND SURVEYOR L-3040
a L:3&tOlaa
�
.It ;��, a0
THIS PLAT MAY NOT BE A CERTIFIED SURVEY AND HAS
0. t e.�C}
NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR
e+ �',+, aIJR`IDD" �1,`' r--`
d i os°waoo 3' •ja
+
COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS
r
lJ N,
AND HAS NOT BEEN REVIEWED FOR COMPLIANCE WITH
� j
�3dJ839e���
RECORDING REQUIREMENTS FOR PLATS.
45,8'1�;/
1
CURVE RADIUS LENGTH DELTA CHORD CH.BEARING
C-1 335.00' 35.52' 6`04'28" 35.50' N 54' 15' 12"E
LOD - CLEARING LIMITS - - - - - - - - - - - - - - -
SILT FENCE - -x-x-x-x-x-x-x-x-x-x-x-x-
TREE PROTECTION FENCE - -r-r-r-r-r-r-r-r-r-r-r-T-
PROPOSED CONTOUR -
GIS CONTOUR -
LEGEND
LOD -
LIMITS OF DISTURBANCE
D.B. -
DEED BOOK
P.S. -
PLAT SLIDE
R/W
- RIGHT OF WAY
NTS -
NOT TO SCALE
SFO -
SILT FENCE OUTLET
r�T
T i00 GCS
O
\T�� \3�1_
�61.
/
/
6
23,1
sK �
P POSED
0P� DRIVE �\
/
,R\
O9
74.3' �\
P NoUS�O
350 \���_ � 350' -
�k
340'
SFO -
SFO 5\0xj��DISTURBED
x� L00
AREA
45,188 SF
1.03 ACRES
CONTENTNEA CREEK DEVELOPMENT CO.
AKPAR #87389
D.B. 2152 PG. 645
P.B. 2017 PG. 197
N 89°32'26"E 291.23'
57
6.502 ACRES TOTAL
-0.729 AC. IN R/W
5.773 ACRES NET
SEPTIC AREA
SFO
LA \
' LA
Q �
G I
Z � �
Q473,2'\���\ \��\
CONTENTNEA CREEK DEVELOPMENT CO.
AKPAR #17348 \
D.B. 1277 PG. 886
P.B. 2009 PG. 15
CO
N
ti
\�. o
356,
360 ,
SFO
g
N
t
SPECIES
RATE(Ib/acre)
DATES
RYE(GRAIN)
120
JANUARY 1 - MAY 1
ANNUAL LESPEDEZA
50
GERMAN MILLET
40
MAY 1- AUGUST 15
RYE(GRAIN)
120
AUGUST 15 - DECEMBER 31
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
lb/acre acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre
10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH
NET
OR A MULCH ACHORING TOOL. A DIST WITH ASPHALT
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE AND MULCH IMMEDIALTELY FOLLOWING EROSION OR
OTHER DAMAGE.
TEMPORARY SEEDING/ MULCHING SPECIFICATIONS
DETAIL NUMBER
2018-20
SHEET 1 OF 1
ALL DISTURBED
AREAS
-
SEPTEMBER 10 -
50
TALL FESCUE
50# TALL FESCUE
10#
CENTIPEDE
10# CENTIPEED
25#
BERMUDA GRASS HULLED
25# BERMUDA GRASS HULLED
500#
FERTIDZERUE
500# FERTILIZER
4000
LIMESTONE
4000 LIMESTONE
WASTE AND BORROW AREAS
MARCH 1 - AUGUST 31
SEPTEMBER 10 - FEBRUARY 28
25
BERMUDA GRASS HULLED
25 BERMUDA GRASS HULLED
500#
FERTILIZER
500# FERTILIZER
4000# LIMESTONE
4000# LIMESTONE
PERMANENT SEEDING MULCHING SPECIFICATIONS
DETAIL NUMBER
2018-021
SHEET 1 OF 1
EDWARD CAPPOLA III
CATHERINE S. GLAZER
AKPAR #82986
D.B. 1985 PG. 1100
P.B. 2005 PG. 349
SHARON MARTIN
AKPAR #17438
).B. 424 PG. 707
350'
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site Conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
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. Anytime when inspections
were delayed shall be noted in the Inspection Record.
Inspect
(during my mat
Inspection records must include:
g tlerworking
in
M1olitlay 'pedotlsg antl on individual-tlaY ar nfall infor
v=r n e ra,n a me
The.e annmer min-mnnun o aetlire
appnovetl 1,1 h aia.n. g
(2) E
ea.nres
anawmm� z1y
M1ou ofa
1.0 M1ours non
24
d,
a. nameof the eeronepermr gme to
4. Intlic o ofwhe ,th e m easures wen operaing
pproperlyn en
(3)Stormwater
disthato,
nD=,
At least once per
calendar days
evn �IaD anonm
24 M1ours
L Identifi ai.noftM1e discM1arge outfalls inspected�on
2. p and d eofte inspection,
_dece of
.neennfmam ica ors naea okd.eordi-oilo� ion aso�l
Indic ion of vsible-dim tit lea ingd
rip ion
(4)anmetern
e
le
d.
hp.,,
- in
nourt nanon
= omside.ire l,md.,then arerord
be
Lhef. taken olclea mup or stabilizethe sediment tM1at M1as left
nit ,fie M1 anon asto , actions taken to contr do t.k.n, an
L
(5)Stre
nsite
where.
a )
cersible
At lea ,per
hours of a rain
>1.n incM1 in
_
If th, -and M1as s,tl v,irI dim ra
:i a adit, from the connructio�no
e. rd of the ­11 be
Ic'o avid n-and dalte ofgcorreli,e actions taken and
2. ortlz'of the red re to
c requi portzt appropriate Division
O of this permit.
per vain III, Section C, Item (er
ahe
(h)st.
easures
g gphase
phal
g g(dn, I
tlminege fetilitie; completion'of all lenitl-tlirturbing.tion of �
.an an rea,y,la , mn,nt ivi Y, pm nn per
naum nt.ti.nhen pmvmea warm merequired �n
th.t the uired
mefiameoas Y zura nrethatthe willbeP rovidedas
ssible,as po
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
a Each E&SC measure has been nst aped
Initial and date each E&SC measure on a co
fromthe
and does not signifua.nd
e
and,, an proved E&SC pl t.
n.I.ty
snowi- s,thm P r.v dE&S Ave elevatio
o on the approved E&sC;Ian.
andsigtnaninsph.t n reporcipp,.sts each
p.,t h.t l,.,..dh
E& C easnre hownnthe approved E&SC
rn, docmm�tanoni:re redo on me
pa qni p
- - nofxhe E&sc easnre orif
the E&SC measures are modified after initia
(b) A phase of grading has been complexed.
Initial and date a copy of the approved E&SC
pl- complete, date a ndsign a ni nspection
reportm indicatetompletionofine
co tuttase ion ph.
(c)G undroveri s located a ndinta l l ed
rd- wit hthe approved E&SC
Inta l a nd date aco py of the a p proved E&SC
plan r mplete,dateandsignaninspection
plano
report to indicate compliance with approved
and covers ecifications gra p
(d) The maintenan..ndb,p.,
Complete, date a ndsign an inspectionrepart.
requiremen is far all E&SC meaanre:
have been performed.
(e) Corettive attio nshavebeentaken
of&sC measures.o
Intialanddateacopyoftheapproved E&SC
piancohn crdateandsignaninspection
indica ethec m lotion of the .port to p
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
this requirement not practical:
a This General Permit as well as the Certificate of Coverage, after It Is received.
b Records of inspections made during the previous twelve months. The ermittee shall
O P g P P
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
P q
electronically -available 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 a-NOI and all inspection records shall be maintained for period
P P
of three years after project Completion and made available upon request [40 CFR 122.41
PART II, 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 closeout 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 be allowed only when all of the following criteria have been met:
a The E&SC Ian 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
O P ty P P
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 C, 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
sited designed and maintained dewaterin tanks weir tanks and filtrations stems
properly B g Y
(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 riprap are provided at the discharge points of all dewatering devices, and
(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.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons g or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• Theycause sheen on surface waters re ardiess of volume or
( g ),
• They are within 100 feet of surface waters (regardless of volume).
c Releases of hazardous substances in excess of reportable quantities under Section 311
1) P
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 ofthis ermitthat may endanger health orthe
O P P Y g
environment.
2. Reporting Tjmeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
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 Discovery)and Other R equrremss
a Visi b In sedi ment
Within 24 hours a o m l or electronic notificatio,.
de osition Ina
P
Within]carendarda
• art that containsa description of the
ys, a rep P
Stream or wetland
sediment and actions taken to address the cause of the deposition.
y a q ire p
Division staff may w Ivcthere u e ment for a written re orta,a
a, -by -case basis.
f the pi
Ist tea an is na mad on the NC 303(dlllst asim axedforsediment-
elated causes, the permittee may be required to perform addlti anal
men ibar,g, inspections or apply more stri ngent practices if staff
determmethat additional re a entsare need,dtoaa ,,cam Fiance
q Item p
withthefederal orstateimpa ired-waters conditions.
(b)011spiIIs cI
Within24 hours, an om l or electronic notification. Thenotification
aeof
shall In bledoi,formation about the date, time, nature, volume and
hazrdous
location ofine spill or release.
u asta "" per Item
1(b){c) above
(c) Anticipated
A,epo,[ at leas[ [en days before the dote of the bypass, ifpossible.
bypasses[40 CFR
The report s hal li ­1 min an oval nation of the a,tid pated q uality a nd
122.41 m 3
l )l )]
effort of the bypass
(d)Una nticipated
• Within 24 hours, an orn l or electronic notification.
bypasses [40 CFR
• Within calendar days, a report that Includes a n evaluation of the
122.41(m)(3)]
quality, and effect ofthe bypass.
(e) Noncompliance
Within24 hours, an ­1 or electronic notificatio,.
with the conditions
• Wi[hin]calendar dot art that containsa descri t not the
ys, a rep P �o
of this permit that
P r
--pi and its eaaaea�me eriod of noncom Fiance ap p p
may endanger
i-ImEmg exact dates and times, and ifthe noncompliance has not
health ,the
been comected,the anticipated time noncompliance is e.pected to
ant 40 [
oniand Ste ,taken or plao-ed-ned-p,plinI and
CFR 122.41(I)(7)]
preventreo¢urrenceofthenoncompliance.[40CFR122e41(I)(6).
• Division staff may waive the requirement for a written report on
se-bv-case basis.
NCGO1 SELF -INSPECTION) RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MAME HANDLING PRACOCM FOR COMPLIANCE
WITH ME NMI CONSTRUCOON GENERAL PERMIT
Im han .fin the danallsands dflonlonson this plan she wlllresultlnthe
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construtdanacllN beln wfth, eticam ni rwiththe Ground Stablllradan antl
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Materials Handlln sections a the NCGDI Construction General d sediment
E and
B
F, nspectively). The pennittee shall i Iran h the Erosion and Setllment Control
plan approva sho n nthiatedaumarinallip gjupendiing raft,ll conditi
sllmd
pedflrwdao shown onthissheer may not appty depending on site conditions and the
delegated authorityhavirtgjurisdittion.
Re uRed
Ground Stablliratlon
Tlmehames
Stabilize within this
Area Description
r
caleSite
many after teasing
Java aster
Timeframe varlatkns
land dlawrbance
(a) Pan istercilkes,
swamies, ditches, and
7
None
'meter slo s
(b) High Quality Water
(HOW)Zones
7
None
(c) Slopes steeper than
3:1
7
If slopes are 10, or less in length and are
notsteeper than 2:1,24 days are
allowed
-7 days for slopes greater than SO' in
length and with slopes steeper than 4:1
Slopes 3:I 4:1
-7 days for perimeter dikes, swales,
(d) to
14
ditches, perimeter slopes and HOW
Zones
-1 d sfor Falls Lake Watershed
-7 dot for timetat dikes swales
n ae
(e) Areaswithslopes
ditches, perimeter slopes and HOW Zone
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slo e
anar tie permanent cessation oT conscrucmon acmwties, arty areas wlzn temporary
roundstahllizatlonshallbemnvertedm permanent round stablliratlon as soon as
B P rma B
ractlmble but In no case longer than 90 calendar days after the last land disturber
actli Temporary ground stabilization shall be maintained Ina manner renderthe
surface stable a Inst accelerated erosion until Permanent round stabilization is achieved.
got perms g
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide dripunder an storedequipment.
pans y
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 lHarand debris in approved waste containers.
2. Provide a sufficient number and size of waste containers e.dum
B Dser, trash
(
eceptacle) 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. areas and does not drain direct to L
runcatewaste wntalnemonareasthatdonotrecelwsuhstantlalamountsof
nofffrom u land a storm drain stream or
or
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wetland.
S. Cover waste containers at the end of each workday and before storm events or
providesewndarycontainment. 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.
S. Dispose waste offsite at an approved disposal facility.
9. On business days, cleanup and dispose of waste in designated waste
ta
coni
PAINT AND OTHER LIQUID WASTE
1. Donor dump paint and other liquid waste into storm drains, streams or wetlands.
2. Lners.
ocate Paint washouts at least SO feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contalnllquldwastes Ina Controlledarea.
4. Containment must he labeled, sized and placed appropriately far the needs of slte.
5. Prevent the discharge of soaps,solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level round at least 50 feet away from storm drains
P 8 ay
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
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 tollets for leaking and properly dispose ofany leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable ballets and replace
with properly operating unit. HERBICIDES, PESTICIDES AND RODENTICIDES
1. Stare and apply herbicides, pesticides and rodenticides in accordance with lab el
restrictions.
EARTHENSTOCKPILEMANAGEMENT 2. Stare herbicides, pesticides and rodenticides in their original containers with the
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least label, which lists directions for use, ingredients and First aid steps in case of
accidentalpoisoning.
50feet away from storm drain Inlets sediment basins, perimeter sediment controls
3. Do not store herbicides pesticides and rodenticides in areas wherefloodin
and surface waters unless It can be shown no other alternatives are reasonably . P B is
Bible or where they sill or leak into wells stormwaferdrains
vailable. Pce ey may P drains, ground water
orsurfacewater. Ifas Ill occurs clean area Immediately.
2. ProtactsWckpile with silt fence installed along take of slope whha minimum offset of
D N
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
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 lace the mixer and associated materials on Impervious barrier and within
P P
la perimeer 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
reaview and approval. If local standard details are not available, use one of the two
types of temporary Concrete washouts provided on this detail.
5. Donot use Concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into cu
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
P Pe D 1
6. Locate washouts nt least 50 feet from storm drain inlets and surtace waters unless it
n be shown I no otheralternatives are retaonablyavallahle. Atambdinum,
Install protection of storm drain inlet(s) closest to the washout which could recelve
s Ills or overflow.
P
7. Locete washouts In an easily accessible area, on level ground and Install astone
entrance Pad In front of the washout. Additional controls may be required by the
approving authority.
B. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout oselfto identify this location.
9. Removeleavings from the washout when at approximately 75% capaciryto limit
overflow events. Replace the tarp, sandbags or other temporary structural
Components when no longer functional. When utilizing aflernative 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 faculty. FIII pit, if applicable, and stabilize any disturbance
used by removal of washout.
1.
Select flocculants that are appropriate for the soils being exposed during
five feet from the toe of stockpile.
4. Do not stockpile these materials onslte.
construction from the NCDWRLlstroved PA selectin o A Flccou
g I FF M17S/ lanfs.
3. Provide stable stone access point when feasible.
2.
Apply floaulants at or before the inlets to Erosion and Sediment Control Measures.
4, Stabilize stockpilewithin the timehames provided on this sheet and in accordance
3.
A flocculants at the concentrations specified In the NC DWR List o roved
PPY Pe iMP
withtheapproved plan and any additional requirements. Soil stabilization is defined
HAZARDOUS AND TOXIC WASTE
PAMS/Floau/onts and in accordance with the manufacturer's instructions.
as vegetative, physical or chemical coverage techniques that will restrain accelerated
1. Create designated hazardous waste collection areas on-slte.
4.
Provide ponding area for containment of treated Stormwater before discharging
erosion on disturbed soils for temporary or permanent control needs.
2. Place hrrardous waste containers under Co er or In secondary containment.
offall
3. Donastore hazardous chemicals, drums or bagged materials directlyan the
S.
Store flocculants in leak -proof containers that are kept under storm -resistant cover
ground.
or surrounded by secondary containment structures.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
11
/SLT FENDE PLAN VIEW
SEE yp� i2 NO SCALE
M
MINIMUM CONSTRUCTION
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1
........_. 40101
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I SCALE
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M
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BENTON W. DEWAR AND ASSOCIATES
EMPIRE CONTRACTORS
PROP
PROFESSIONAL LAND SURVEYOR
425 OCOEE FALLS DRIVE - CHAPEL HILL, NC 27517
CF
5920 HONEYCUTT ROAD
LOT 57 WINDFALL CREEK - PHASE V
DATI
HOLLY SPRINGS, NC 27540
PLAT SLIDE 2008-251
sc
PH. # [phone]
DEED BOOK 1277 PAGE 886
FAX # [phone]
NEW HOPE TOWNSHIP