NCC220821_Site Plan or Location Map_20220304

NOTES:
1. THE PROPERTY SHOMN HEREOW IS SUBJECT 70 ALL
EASEMENTS OF RECORD AFFECTING THE S1,44E
2. NO 777ZE SEARCH HAS BEEN PERFORMED BY THIS
FIRV DURING THE COURSE OF 77-11S SURVEY
3 THIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY 1,11,1DERCROUND
URLIRES BURIAL GROUNDS OR ANY SUGSURf-ACE
FEA TURFS THA T MA Y OR MA Y NOT BE PRESENT ON
THIS S/ TE.
4THIS PLAN IS DRAVON FROM REFERENCES SHOVIN
HEREON AND IS NOT THE RESULT OF AN ACTUAL
SURVEY ON THIS CRATE
5. 7HIS PLAN DOES NOT MEET NCGS 41-30
REQUIREMENTS FOR RECORDATION.
6- REFERENCES- DEED BOOK 2188 PAGE 182
PLAT SLIDE 2008-326
Z EXISTING COWOURS ARE DASHED AND COPIED fROM:
CHATHAU COUNTY CIS TOPOGRAPHY
8. SHO MAI HEREON /S L 0 T 37 - ES TA TES A T LA UREL
RIDGE - PHASE 2A
9. 517E ADDRESS: 51 BLUFFSIDE CT
PITTS80RO, NC 21,312
2R
P.S. 2021-66
31
P.S 2008-326
CARO,
�U-
S 'A L
F
..........
C
/"I'llflinWo
11 bt?"O 2- f
R11,1 -- Right Of ;Iloj,,
J00
I
(J6W'
.............../ ....... I .... ............ ..
P. S2021-66
4 .
. . . . . . . . . . . . . . . . . . . . . .
X ..........
BEARING BASIS
04 514.94'
S 4331'40" E
57
UNDERGROUND GAS EA SEMEN T
PEDESTRIAN ACCESS EASEMENT RESERVED WTHIN 50, GAS EASEMENT
. . . . . . . . ....... R S, 2008-326
....................... ............ ................... ...... \ ...... ......
ck:
Qi
P. S. 2008-326
N-) C4 Qr, Qrl Q11
4�
J. 94 A C.
N
P.S. 2008-326
aJ4�4
8765,
AV
31-00
wv
e4se
S 9.00
LY
I ON
N 41a3'1,9' Mgr 0
36 g6.4NL
TIC OY
CH-134.30' 10.16
06, R=220'
Pro Land Surveyor
�fen; SL701
L-J756
License Alumber
Line Not Surveyed
Line Not Surveyed
ApproxImate Right Of May Lir?a (riot surveyed,)
ExisN7g Contour Line (not surveyed)
Existing Easement (not surveyed)
Minimum 3u#dj'n_a Setback Llne (not surveyed)
Underground Cas Easement (not surveyed)
P.S. 2008-326
FRON T 40:
1 SIDE & REAR 25
Ml 0 p VAR �Wzl�
40 0 20 40 80
US SURVEY FEET
I jncb = 40
LISTED 0 VINER
(NOT A TITLE VERI,-7CARON)
-CV7/-C/T' C1574K iTAVES, T/M,
1617 CEWER 57REET
APEX, NC 27502
I-
(41)
P.S. 2008-J26
I

J614
P. S. 2021
...... ....................... .........
. . . . . . . . . .
RD BEARING BASIS z
514.94'
50, 4.3Ul'40 E -
UNDERGROUND GA
S EASEMENT
PEDESTRIAN ACCESS EASEMENT RESERVED WTHIN 50' GAS EASEMENT
ti, C, S. 2008-326 1
P
......................... ........
...........
N
.......... ......... \ ...... ........................
PROPOSED
, t i j E:, lDIS TURBED A REA
x �:.
r7 7
28 700 SF.
VICINITY MAP (NOT TO SCALE) r LOD —
J. 94 A C.
I -Pr PROPOSEO P. S. 2008-326
NOTES' '00----
1. THE PR OPER 7­)/ SHO WIV HEREON IS SUBJECT TO ALL V
EASEMENTS OF RECORD AFFEC77NG THE SAME 'I LI4a(Z)� Sur IVASUMRRFAFCLE
2. NO 77TLE SEARCIHAS BEEN PERFORMED BY TIS vi,�10`v _0 r-
FIRM DURING THE COURSE OF THIS SURVEY 1v 1151L IROIXE
\ " , -X51. X 447 5' F-,-IVCE (,38� J. TL11S SURVEYOR DOES NOT CERTIFY TO THE X OPENING
�Q PROP05ro DRIVEV X
EXISTENCE OR NON-EXISTENCE OF ANY UNDERCROUND tt
UTILITIES, BURIAL GROUNDS 4-
OR ANY SUBSURFACE lk3
� 1V P. S. 2008-J26
FEA 7ZIRES THA T UA Y OR MA Y NOT BE PRESENT ON ct, al t� t�c__
175
THIS S1 7E \j X 446.3'
4. THIS PLAN IS DRAWN FROM REFERENCES SHOWN sz) T--
X
HEREON AND IS NOT THE RESUt T OF AN ACTUAL J7 ' I e
Q1, fPROPOSED
SUR VEY ON THIS DA TE
13 1 41
5DWELLING
THIS PLAN DOES NOT MEET NCGS 47-30
REQUIREMENTS FOR RECORDATION. (ZQ:
6. REFERENCES: DEED BOOK 2188, PAGE 782
PLAT SLIDE 2008- J26 f q I 0
240'
EXISTING CONTOURS ARE DASHED AND COPIED FROM,, 4450' ?N
7
CHA THAM COUNTY GIS TOPOGRAPHY 2 �57 STONE X VIA TER FLOW FIL TER INrR
y
8 SHO.,'W HEREON IS L 0 T 37 - ES TA TES AT L A UP, EL 1 t J �: 451.0' SuRfHCE FENCE
WA TER FLO W
RIDGE - PHASE 2AqCE SF OPENING
9. SITE ADDRESS- 51 BLUFf-SIDE CT Loo
PITTSBOR0, AIC 27312
:-�L �-LOD 5F LCO �(57 STONE
2:QK FIL rER IN
32R f ENCE
2OPENING
P. S. 021-66
�k ca" Q,
4 w
8765
A-
Coz
A CS s
P.S. 2008-326 40D
-0i1r
- el 17,OR'4 IKSr
�VC OV vo
0 AP
00 s411ZF
F loe
Z' A.,
1611
............
CARO
SEAL rl
L-3766 :f
C-) C.
--- - Surface Mater Flow
X 291-6, - Proposed Spot Elevation
RIW - Righ t Of Way
300
............
300
(N - -
Profession
License Number
Line Not Surveyed
Line Not Survey&d
Approximate Right Of VKqv Line (not surveyed)
Existing Contour Line (not surveyed)
Existing Easement (not surveyed)
Minimum Building Setback Line (not surveyed}
Proposed Contour Line (typical)
Silt Fence (Construction Limits)
Tree Protection Fence (Construction Limits)
Limits Of Disturbance (Construction Limits)
Underground Gas Easement (not surveyed)
TOTAL PROPOSED IMPERWOUS AREA = 7,800 SF-.
LOT 37 AREA (3 94 AC) = 171,626 SF
TOTAL PROPOSED IMPERVIOUS COVERAGE = 4.5,1*
Ly�S S bCH= 1,34.30' N --7
q-19'306' gON
e N 41a W 59.1 VY 24
16 ONLY
R-220 j 10.
4z
P. S. 2008- J26
FRONT 40'
1 SIDE & REAR 25' 1
40 0 20 40 80
I
US SURVEY FEET
I inob = 40 ft
LISTED 0 WNER
(NOT A TITLE VERIFICATION)
COTTON CUSTOM HOMES, INC
1617 CENTER S7REET
APEX, NC 27502
41�
P. S 2008- J26
_.L
a

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 NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control 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.
arallno 312�
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many cafe ndar
Tirrieframe variations
days after ceasing
land disturbance
(a)
Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b)
High Quality Water
7
None
(HQkM Zones
(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 greaterthan 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d)
SIopes3:1to4:1
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 HCLW Zones
flatter than 4.-1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After 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. Useoneofthe
I
,techniques in the table below:
I
22ffi&N
• Temporary grass seed covered with straw or
* Permanent grass seed covered with straw or
other mulches and tackifiers
Dtiler mulches and tackifiers
• Hydroseeding
a G eotextile fabrics such as permanent soil
• Railed erosion control products with or
reinforcement mattin.,
without temporarygrass wed
* Hydroseeding
• Appropriately applied straw or other mulch
* Shrvbs or other permanent plantings covered
• Plastic sheeting
with mulch
# Uniform and evenly distributed ground cover
sufficient to restrai ri erosion
# Structural method&suchas concrete, asphaltor
retaining walls
* Ralledcrosion control products with grass seed
a
POLYACRYLAMIDES (P,AM _A_N___D_ _FL_6,_CC_U_L­A`N­T__S____
1. Select flocculants that a re appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMSIFIoccuiants.
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
FAMSIFlocculants 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 secon dary containment structures.
INW111
EQU IPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
B. 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).
5. 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 clumpster, 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. Over 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.
S. 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 TOILETS
1. Install portable toilets on level ground, at least 50 feet away from starm.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
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 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.
NORTH CAROLINA
E vironmental Quality 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 place the mixer and associated materials an 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 thewashout 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 SO 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
spit Is 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 sign age 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, sandbags 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 RODENTICID ES
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 undercover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.

PARTIll
SEL F- I IV S P
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. Any time when inspections
were delayed shall be noted in the Inspection Record.
InSpAc
Frequency
(during normal
business hou I
Inspo-etton records must lincludw.
(2) Rain gauge
Daily
Daily rainfall amount,
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods,, aric no individual -day rainfall infourr4tion is
Order
available, record the cumukitive rain ineasurennent fcr those un-
atterided days (and this vI Jetermine it a site inspection is
nI Days erne wHuh; vo tainfall seed rYuJs1wII be rtt;urced if.!i
"iero.' Me permittee may use another rain-monitcriflig device
approved by the Division_
(2)E93C
Ae leastonce per,
1, IdentifilcallorI measures Inspected,
Measures
7 ". lendar days
2- mate and titre oaf tbelrgpectlein,
and within 24
3. HanI of the person performing the inspection,
hours of a rain
4. Indication cif whether the me -inures operating
nwpnt > 1, 1) rich In
llrap-,kly,
24 hours
S. Urmcription of rnain,:erioriee rtee& for the measurz,
G. Desc rintion. evidence_ and date -of corrective actions taken_
(3)Stortriwater
At least once per
L Identification ofthe discharge outfalls inspected,
discharge
7 calendardays
2. Date and tirre of the irspection,
outfalls isDos)
and within 24
3. 111 of the person performing the inspection,
hours of a rain
4, Eviceince of indicators of stormwat wi pullt., tion such;rs oil
event? to inch in
sheen. floating or suspended solids or discoloration,
24 hours
5. indication (it visible sedirriefit tearing the site,
B. fiv­,cription, ovidence, a334 date ofcorroctive actions taken.
(4) Ferlmemr of
At least once per
if'visible sedimentmilar is found outsilde site limits, than a record
MTP
7 nAlilreAr day,;
of the following -,ha 11 h'. mar :
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event!). 1.0 inch in
2. Description, evidence, and date ofcorrectiva actions taken, and
24 hours
3. An eNplanation as to the actions taken to control future
(5) 5treainz or
At least once per If the stream car wetland tiaz Increased vi5lble se0hrentation or a
4vetlundtiunbilLu
7 ualcuiJur day!, bircain lij�, visible inurea;xd UrUidity burin the: conbla ut;tiuri
or offsite
and within 24 activity, then a record of the following shall be made:
(whorc
hours of a rain 1. Description, evidence and date of corroctivo actions taken, and
accessible)
event> 1,0 inch in 2. Recards of the required neports, to the appropriate Division
Z4 hours Regional Office' per part 111, Sec -ion C, Itern (2)(11 of this potmit
of tl' is permit.
(GI Ground
After each phase 1- Tine phase of gradi iric, . (installation of perimeter E&SC
stabilization
of grading measures, clearinpand grubbirig, installation of storm
measures
drainage facilities, completion of all land-d isturbing
activity, construction or redevelopment, permanent
ground cover).
1 Documentation that the reqairecl groI stabilizatio n
measures have been providedwithin the required
timetrame or an assurance the: they vAll Le provided as
5uvrl M pv,'4ibk-,
NOTE: The rain inspection resets the required 7 calendar day inspection requirement
..........
�o
Nn NORTH CAROLINA
, E ir ,o
nmental Qualit
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 Rermit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document IDocumentation Requirements
(a) Each II Measure has been insta led Initial and date each E&SC Measure on a copy
and does not significantly deviate from the of the approved E &S C Plan o, co rr pi Iete, 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
I Plan, This documentation is-equi-ed upon the
Initial installation of the E&SC Measures or if
the E&SC Measures are ,modified after initial
(b) A phase of grading has been cornp eted f Initial and date a copy of the approved E&SC
-inspection
I Plan or complete, date and sign an
report to indicate completion of the
construction phase.
(c) Ground cover's located and installed Initial and date a copy of the approved E&SC
in accordance with the approved E&SC l Plan or complete, date and sign an Inspection
Plan. report to indicate compliance with approved
ground cover speclifIcations.
(d) The mairtanarice and repair 11 Complete, sate 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. 1 Plantar complete, date and sign an Inspection
report to indirato thr mirripintininrif the
corrective act -ton,
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on u nique 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 30 days. 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 -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.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
SELFANISPECTION, RECORDKEEPI NG 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 or more,
- They are less than 25 gallons but cannot be cleaned up within 24 hours,
9 They cause sheen on surface waters (regardless of volume), or
a They are within 100 feet of surface waters (regardless of volume).
(a) 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 30,2.4) or G.S_ 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
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 Division's Emergency ]Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Tirineframes (After Discovery) and Other Requirements
(a) Visible sediment
w
Within 24 hours, an oral or electronic notification.
deposition in a
*
Withitt 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the d--position.
Division staff may waive the requirement for a written report on a
ease -by -ease basis,
&
if the stream is named on the NC 493 0 list as irn pa i red for sediment -
related cau5vi the permittee may be required to perform additional
monitoring, insp ection s or apply more strinEent practices if staff
determine that zdditioml requirements, are needed to os-sure compliance
with the federal car state i mpaired-waters conditions.
(W,, Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
releaseof
shall include information zbout the date, time, nature, volume and
hazardous
location of the spill or release.
substances p er Iterin
1(b)-i(c), above
(c) Anticipated
#
A report at keast ten d-ays before the date of the bypass, if possible
hypasses 140 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3}]
effect of the bypass.
(d) Unanticipated
*
Within 24 hours, an oral or electronic notification,
bypasses [40 CFR
*
WIthin 7calendardays, a report that Include ark evaluation of the
122.41(m)(3)J
quality and effect of the blyiI
(e) Noncorriplizrica
Within 24 hours, an cral or electronic notification.
with the conditions
WIthinY calendar days, a mportthat contalinsa description of the
of this permit that
noricompliance, and its mz uses; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance h2s not
Health or the
been corretted, the anticipated time noncompliance is expected to
environmeal.140
continu e, and steps taker, or planned to reduce, eliminate, and
CFR 122.41(1)(7)-
prevent reoccurrence of the noncompliance. [40 CFR 122 �41(1)(G)_
•
Division staff may waive the requirement for a written report on a
case lay Casa basis,

GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX � _11 � �.. OF ST.�RIAIr`ATER
STANDARD METAL POSTS 2'-0" IN GROUND —1 �j����-Tp� ELE`.'aTl�t4
�7—�il[-1=I= � 7 V?1SHEQ STONE *_MAX,
't 't';,F;tES
EXISTING SLt3?E._.
I RIP —RAP t
w ARIES
EXISTING 21DE VIEW
�� LuPE
EXISTiE#%
SLOPE
i=m1
VARIES
o I. L_ DESIGN OF SPILL71AYS
J C DRAI..IIA{,E .AREA VEIE` LENtaTHI
I( KEYED RIP RAP � t..0
ems,..-y
—�'{—ir—,1"'rr'"ni—IC 5 12.G
# t T-`7_y-IT = #57 'KASHEQ STONE � DIMENSIONS SHC"PtN ARE *,fINNUM
C5k
— FRONT VIEW
MATTING L = I Hk G'IS !,kl�It;k SUCH I HAI NiJIRI I S
STA31LAZATION A AND Fs ARE OF EOiIAL ELEVATION
L+ C
#57 MASHED STONE PLACED TO A HEIGHT r
OF 12"-18" MINIMUM ABOVE TOP OF BOX
PROFILE VIEW
C1[At'[IAI I COUNTY CHATHANi COUNTY
NORTTT cannrt e
;V t}liT tt GAtt {l LICiA
iSL:L'4t3»h�UAiitL7.t TIRTATT.AT*6iil4RRR .
STANDARD CATCH BASIN/YARD INLET PROTECTION _001 � a v . ~`� STANDARDROCK CHECK DAM 2018-0 2
Si)J Is't : vt I SHEET I of 1
'S'3Tci5�L'DP:1Qi'F.CT[$?w D_F.a.A7XG:v7 rT.STE.i�'E[ED 7R{}TFCIRAV RPI'1&TTiE}T
SANDBAG �Ygav TAIf
cTAP=_E$ ll$F.'tE.i NR6FIL
tZP"3'iM'LI:Y 11 i$nk f4....SY1C Lk'kING
J 17 to PLASTIC LIN INvr rtti`wx a tL CK LCMS
"1 ;7{'3'1+�7w45.1 WFAUJ w*. VSA<31F �r �CI-fGIG;#X
l= =r SECTION A -A ,
` NOT TO SCALE r � M''EI.6LATH AND_t UiGG NG ON II _) � I4ERh9—{
METAL 3' N9 ESt. DIVERSION TO BE USE© UPSLOPE OF A CON'STRUCTiON SITE TO PREVENT STORM RUNOFF FROM ENTERING THE DISTURBED AREA. sOEs ��E��_A�t 1VMINIMUM I,�''1x1)1z1x0`7
2. IMMEDIATELY LIME AND STABILIZE BEFORE ANY DOWNSLOPE GRADING BEGINS (STABILIZATION MUST OCCUR BEFORE ISSUANCE OF A
CERTIFICATE OF COMPLIANCE), STABILIZATION METHOD IS BASED ON VELOCITY OF OFFSITE DRAINAGE, � _�
3. DIVERSIONS SHOULD ONLY BE USED FOR DRAINAGES 5 AC RES OR LIES . � Li L_; LiL� �
{� {_ €+ GiSNCh'"P_Te #,'AaNAiA',`
4. ANY SEDIMENT LADEN WATER PRIOR TO STABILIZATION OF THE DIVERSION MUST BE DIVERTED INTO AN APPROVED EROSION AND SEDIMENT � r � � ,— �No�aa SIGN DE-1,AJL
CONTROL BMF'. GLEAN WATER SHOULD EMPTY INTO AN APPROVED OUTLET DEVICE. ; (OR COUIVALENT)
t ' A A
2' MIN, VA R1 Es
f STAME
..,u+. nanc;.3�nlr:t. -'' TRAW BMF DETAIL
I VAR. OIDIKE, �.. ,' Y: s PLAN ` P.
ry (f 1 NOT TO SCALE
TYPE A80k1E GRADE" WITH STRAW SALES
Flaw from undisturbed area s >,r� w �:, , ,.>." 4 Disturbed Area
n tamllWLi,Srt::LiNI[c�C.•
a
VAR,
v—' TfEl111= 10 mt r T c III Ira TYPE "BELOW GRADE"
III III III III-1 I I I I �p-'}�j 1 ( III —III---3 i I-- I I —III —I 1 �
!-........ .. ....,_ j � 7 Fh TAROUND�SECTION •6
6R7RL VILziML IU4
NOT TO
NOTES
V.ITFI T.R'C}STnKE`3
121. ACTUAL LAYOUT TO BE, DETERIAI NED IN TIIL IeTTL D. Try rrr�KEU
2_ _L CC NCRETE ': SHOUT SIGN SI-LOLL BE I TST_),LL.ELD -f '"„
WITID 30' GP THE TLhII'L7iT.AR CONCRETL W SHOUT. a
CROSS Q 1 O AL MEW 3. AL=RI_°�LL.S USED TO CON STRi.CT TEZiP0RAIC.Y
CONCRETE, 'WASHOUT SIL=ILL BE REINIONT-D ITi ONITIIL VARIES sTA
f fTYi {
5I'I`Is ANl'} I?1S1'C)SI-:iD t)Ia CDIi ill=:C:YClI.IiI).
I. HOLES, DEPRESSIONS OR OTHER GROU-ND
DISTURBANCE C.-U7SED LAY TILE RE1t10VAL sir TIIL
✓� �l TLI TPOR_AiRY CONCRETE \�ASIIOUTSILALLBD
iiA{.KNI.I.F.1) KFAI AIRS :ANID S'I':IIiEI.I/,I<t I`C) I'IiR4°I-.N I f
c=, rni w Asrt;v unaNc —rf a�aTrc �caLc TYPE'ABOVE GROUND"C HATF ,k,N1 C;IDTL�I'"I*Y CILATIn-m CaDtlti�v�'I'Y H:IRC):iION. WITH WOOD PLANKS
Y U RT'2['.. CA K 0 L I NA. NORTH CARGLINA
T?F.TtT7.lvthtiiYR DETAtiUMBER
S1 ( �l� WASHOUT
A_RD CLEAN WATER DIVERSION STANDARD COT.,,
2018-fl2.2
X AT£35E^S TR$Z2"LTON Ia=!A&TS.TE:'.Z' I ofl Y6'.t'Yi:ECflli:414HC41Y:?'I I()V tll[MAK4NINI' SHEFT 1 of I

7G,—D, Mlt'llmum 50' MIN
BUT SUFFICIENT T3 KEEL' Jlwo
SEDNIENT ON SITE NOTESc
GRAVBI, CO24ETRUCT2t>24 ENTiz.2ti3CE SHALL BE ,
SE00AIENT OtA SITE
MAINTAINED ROUTINELY TO AVOID SEDIMENT
LEAVING PROJECT.
SED214EN'T ENTERING MOADWAY FROI4 PROJECT ' Y
r v, ? ' _ SHALL BE RE40VED IIIMDIATELF. y '' g r ,
�J ,ATE.
''`'W. -t`�` d<Y. k`'..�.r��3; '-'� `'z;�-,� �,r ,r-..--"�-s�;� r-:-�^�nl -.,, <;!: _ „�. � $o I#'tlr,,a WETAIL .r�^.1�' 1, iE�L" �i � `��T1^�t�. �E.t>
S—FT c7i� 4�9I?TH OF EMU � �" i��� T L3 �1�� � � E��LsI� i�Ll ; a�#� 1� FAA ILY E IDENTIA J141TS
E}}IS71NG 2„-3 STtINE Tt3 aiE USEC� � � � PROPOSED STREET, lt'� LA'� � ( I� E T I'E �
ROADWAY � m WHICHEVER IS
(SURGE STONE OR RAILROAD BALLAST) � ��� GREATER_ � PR A RA A 81� �' . SILT FACE H0U - E Ti TALLEG T�. EN I
PC
PLAN VIES! PLAN
I T4 i" t 1� (,SE iI tT )
NEW
CONSTRUCTION _ ;" NEW CONS TIE1#4
7c�•-0# r4IINI�IUt,I � � I��K= I',�I�<
EXISTING ROriQW1�Y ROADWAY-,-
,� j��.�-�;�' �. �y_,�-. �,. ..� ��.� �.�._� ` �• I III I!I II � � , w ,�.r�..,x
n` Ft
6° L§IN.
FILTER FABRIC UNDER STONE (�, UNDER STONE
CROSS SECTION
Chiukrim m Cowmry CHATH-A Ni COtLNT'Y
t31:IeitL rauh3uliit ��,, nFr.stt.���,tttr: �
STANDARD LCONSTRUCTION ENTRANCE 2018.005 RESIDENTIAL CONSTRUCTION ENTRANCE
ut'i. stu::srtts.Cztt7o3ii=uxttttut+:[ stII;1"] 1 ofI scsrrxsnrt.wmxr,x.reoxlorw.Mr.=rz.-, ST-TIFF..` 1 41
CLASS 1 RIPRAP (SEE SECTION THRU BASIN BELOW)
NOTES:
1. TEMPORARY SILT DITCH TO BE USED WHERE TOE OF FILL SLOPES EXCEEDS 3 FEET IN VERTICAL fi�apy
HEIGHT AND ALONG STREAMS TO INTERCEPT FLOW AND/OR DIVERT TO A CONTROLLED OUTLET ��`- $` � i � � � �! f ✓� � � � f r
2. SILT SHALL 8E REMOVED WHEN SILT DITCH IS ONE—HALF FULL } � ! f
� ""'�RIPRAP HEADWALL
DITCH SHALL BE RECONSTRUCTED 'fJHEN I7APAOEti BY EQUIPMENT CAR COVERED BY FILL INVERT r
"`-`.--_ -�"`•...��1 '�" i �; FLpN` PIPE
s
,max #57 WASHED STONE, V-0" THICK x 3'-0" HIGH MINIMUM
cl
TORAGE AREA- � `- f
2' N41NlMUM 1. GRAVEL & RIPRAP FILTER BERM BASIN DETAIL IS
DESIGNED TO PROTECT EXISTING PIPE INVERTS THAT
WASJE MATERIAL COMPACT, SEED & � �` � DRAIN FIVE ACMES OR LESSa
' MULCH AFTER CONSTRUC11ON OF DITCH / r'j PERSPECTIVE VIEv>�
�-1 /�� � 2, DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
x N.�fi
� � �..< ,r' r� OTHERWISE NOTED.
0
IT 36" MIN.
FLOOD STORAGE ZONE RIPRAP
HEADWALL
......... .
NATURAL
i �� I _II ICI(l,-1_-1�-1�__If—I! it—III-1�1-11—(-11—�I— _Ilii�l Ii ►III�i w-1� (1—II (I _ilk I�i l i . SEDIMEN 1I0 �- PIPE INVERT � GROUND
FLOW
CROSS SECTIONAL VIEW AREAS TO BE DISTU F3ED�-
(CUT, FILL, ETC,)
GLASS 1 RIPRAP
MAXIMUM SEDIMENT DEPTH 57 'WASHED STONE
(CLEAN OUT POINT)
SECTION THRJ BASIN FILTER AND CULVERT PIPE
CImTIIA m Cou-N"I'Y CLIATIIAAl COUNTY
NORTH CA.ROLINA N.Dkrl3 CAROLINA
DET.ULNVAIBEft i} 'Lt1tLivUhIftrK
E T Z�ICSTANDARD ROCK FILTER BERM IIIE INLETS)
2fli$-4fi5
i {.I:NARa'T.f1�Sfl
SHEFT'I of I SWIFT 1 rat 1
iFAYI AGiII �i we;tn .YAI I'Ahi It 3t N91Y1 i.f. FItYJ 1:1 w10.'! ti:tYl'

'T
-RIP RAP APRON
PIK—
5�
A f It'sA
A
TA.
74,
3 TIMES INNER
DIAMETER (I.D.)
PIPE PE
PIPE 4
AR -A
'�"-'�i__RIP RAP APRON NOTES
1) L = THE LENGTH OF THE RIPRAP APRON.
1411
PT.AN IEW
2) d LESS THA1�5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
N 6" OnchQs).
V
NOTES. PTA N'TEW 3) IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVA71ON OF 6" (inches) ABOVE
1) L = THE LENGTH OF THE RIPRAP APRON. THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
2) d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (inches). L 4) A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDA-IION.
3) A FILTER BLANKET OR FILTER FABRIC SHOULD BE
L INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
PIPE IPE
7—
M T. T. T
'11F
7 d = d
F., 11= F"
FILTER FILTER
SFC'H()Nt'A-A' FABRIC SECTIOWA-A' FABRIC
CHATHANI COUNrn' CHATHANI CouNTY
NORTIf CAROLINA NORTH CAROLINA
DETAIL N-UNIBE D-FTAMNIMPER
STANDARD PIPE OUTLET (NO DEFINED CHANNEL) STANDARD PIPE OUTLET (DEFINED CHANNET2018-007
SHEE I i Of I SHEET I of 1
TOP RIM
W -OF DITCH
2 _0" MIN,
I FrITII 1
d
STEEP CUT OR FILL SLOPE
4 ro 12"
SIZED STONE 3:1 SI ON -
FILTER FABRIC (MAXIMUM)
W
PARABOLIC -SHAPED CROSS SECTION A -A
STABILIZE DIVERSION DITCH WITH TEMPORARY
10 SEEDING AND EROSION CONTROL MATTING.
I Pq II I
4' to 12"
--1 11 V SIZED STONE
UPSLOPE TOE
FILTER FABRIC POSITIVE GRADE 1.07� MAXIMUM
w TRAPEZOWAL
(TYPICAL RIPRAP CHANNEL)
SIDL SLOPLS
CIE III I
dIII 3:1 (MAXII[VI1,30t)
4' to 12"
1-1 SIZED STONE NOTES
FILTER FABRIC 1. TO BE USED WHERE EXCESSIVE STORMINATER VELOCITIES
PROHIBIT VEGETATIVE LININGS. STEEP CUT OR FILL SLOPE---_
2. SIZE OF STONE MUST BE DETERMINED BY APPROPRIATE
V-�IIJAELD_ DESIGN PROCEDURE.
i
TOP RIM
2'-0' MINIMUM
f
3. DIMENSIONS FOR d & IN VARIES ACCORDING TO DESIGN.
PLAN VIEW
CHNI'MANI C0UN'l'Y CIUVTHAINt COUNTY
111011ril CAROLINA NORTH C8ROLINA
DETAIL IWNIBER DYT.IUL NIWIBER
STANDARD RIPRAP DITCH LINER STANDARD TEMPORARY DWERSION DITCH 2018-009
ENr SHEET 1 m"l SHEET I of'!
TOP RIM OF DI TCH
lk", X4.

1/2 DIAMETER OF PIPE
OR 12" M-11CHEVER IS
GREATER
FITUT.-BY&TI-Mm
CNATRANI Comay
NVIRT11 CAROLINA
COARSE AGGREGATE EARTH FILL COVERED BY
6" DEEP /— LARGE ANGULAR ROCK
ELEVATION
COARSE AGGREGATE
SLOPE S U Rl-i1C E S H, 1LL BE S110 0' M BEFO M
PLAM--EINIENT FOR PROPER SOIL Q(--)NTA-(--T.
•
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
TYPTAMMMIRER
2018-619
SHEET I of I
IFTHERE IS i1 BERM SPTHE TOP OF SLOPE,
AN.-('HOR UPSI 40PH, OFTH h BF,RM.
ALNCI IOR I\' 6" X 6" ItIIN. TRENCI I
ST.API.TN(-'r PA=RN AS 01°1?RI,;,1P
-�T 12" INTEMLAL-S.
PER A-LANTT r,.A=jRE, RS AND STAPLE
REMNRTENDTATONS
NEL\. 6" OVERI-1P.
DO NOT STRETC-II Bl--'�M-�ETS;INLALTTENG'
TIGHT UJ-OW THE ROLJ-S TO CONFOR-,\f TO .A -NY
IRR1- (g[A.ARITIV.S-
FOR SL(--)PES LESS TI-L-�LN 3HAV, R(--)LLS ALkY BE
13l4'iChD LN HOlUZON'lAL STIUPS,
CmxrHANI C()U.N7Y
*4 0 RT11 CARGLINA
STA.PLE OVERI-,1PS �LX, 5" SP--iCLNTG.
BRING TNLVIERLL DOWN TO A LEVEL
-ARE-k, TURN THE END UNDER 4 AND
ST-,11 LE.1'1'12" 1NTERV2S.LS.
-IZF, AND SHE I) BH.FORF, INSTAI-I.ATION.
PLANT-ft-KG CST SURIT. I B.S, TREFS, T7.T(-,.,l;T TOULT) JR
AFTER IN-STAIJIL-ATION.
JI�l
APPT.V?vfATTrN-IG TOROTTOM OF DITCH AS NV-PT:f. A'S THE fiTDFS T.OPFS OF T14F T)M-R-
MA-TITNU INIUSTBE IN'STALLED UP 'FTC AlIDOVERUIECREST OF,'rllL" SIDESLOPI AND
ANCT4 OR FD TN A TR F NZ CR AS SROWN HFR F.
MATTING M.UST BE USED rq ALL MCBES, AND iWl"WFERE T
RUNOFF IS CONVEYED.
Cluall"uncou-say
NORF11 CAROLINA
MINIMUM 10 GAUGE
LINE WIRES —
'A J9�lN(,JJ7RFN,(AJ
:STAPIF.,.T 12,," Ix-rRRVAls.
STAIIIJIM; 11W17FERN, A.S
PBR Xf:i N L FA Cl'U 11 k-k S
RTC � C ()�- I III i E N� DT.A. 10 ,"q
W C WIN NE L 3, ROLL 01--T ST RIPS C� F N E TTIN C3 PAK, �,LLE IL To THE
DIRECTION OF FL 0 W, A N1 D 0-vT R THE P ROTE CMT 1 f 0 L04.
JO ' IN -S',JlUPS HY ANCI fORIN(4
ANT) Olv'FRT.AP?TNCT
5-0" MAXIMUM —1 ,STEEL POST
VARIABLE AS DIRECTED BY THE ENGINEER
NOTES
1 ) USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES
NOT EXCEED 1/4 ACRE PER 100 ft. OF FENCE AND
NEVER IN AREAS OF CONCENTRATED FLOW.
2) OVERLAP 12 INCHES WHEIN SPLICING FABRIC.
3) FOR REPAIR OF SILT FENCE FAILURES USE
DETAIL 04000.23.
2��
Cl 1AT11AM COUNTY
NORIK CAROLINA
DETAfT.NT-111HER 77--,
20111
5-HEE'r I of I
W1119=1
SILT FENCE FABRIC I`
STALLED TO SE UNU
,,WIRE FROM TOP .MINIMUM 12Y2 GAUGE
4 R?
P�INTERMEDIATE WIRES
FRONT VIEW
STEEL POST
7— YoVEN WIRE FABRIC
isll-T FENCE FABRIC
A . . . . . . . . COMPACTED FILL
6" MINIMUM COVER OVER SKIRT
0
ANCHOR SKIRT AS DIRECTED BY ENGINEER
fl
INIXALLNILAIMIt
202-0-002
SHEFT *1 of I
DEMULNM IBER
2018-013
SHF.F71 ofl

FILTER OF 1 INCH DIAW:ETER
57 'WASHED STONE---_
N COTE:
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY '12 INCHES
STEEL FENCE POST
NMRE FENCE -
HARDWARE CLOTH --
FILTER OF 1 INCH DIAMETER
57 WASHED STONE
FLOW DIRECTION' A
0-1118401
C HAT14ANI CC OLEN"TY
NORTH CA ItOL1NA
PROTECT 'NEIR WITH FILTER
FABRIC AND RIPRAP
I
tom`
SILT FENCE FABRIC `-HARDiNARE CLOTH ``- $TEEL FENCE POST
ON WIRE FENCE ON WIRE FENCE
PLAN VIEW NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
(DRAINAGE AREA DOES NOT EXCEED 1/4
ACME AND THERE IS A LOW AREA, USE
1z" AS A REPAIR OF SILT FENCE FAILURES,
GR,AJE I STEEL FENCE POST SET
..-r- rinnntert nr nr r't �-tr 1 phi A. V'Ibti f1i /f LTCT rtSA❑T�
UWIN1 Y4r!>L 14-IY4L) Ir/'tryt+rri NL- trLV Il4r
FRONT � AND SILT FENCE FABRIC 6 INCHES INTO
THE TRENCH
'll
�► w _: - -
BAFFLES WITH METAL T-POST,
RETRIEVAL SKIMMER WOVEN tNIRE FABRIC BACKING
TOP ROPE
OF DAM [(SFE DETAIL 04000.18) AND COIR FIBER NETTING
57, € '„ -. n n (SEE SHEET 1 of 2)
6VE(RR. , 18' I 1 I I
R LTER FABRIC
Lu
4" OR 6' PVC
-
�� T
5'x3'x18' 1-tHl-IH ;
6" STONE APRON-Iii-Ili1'+ t=IIICIl-1�! l�lli�. I�_It. I( WITH FILTER FABRIC LENGTH
NOTES
1. USE FOR DRAINAGE AREAS NOT EXCEEDING FIVE ACRES.
SKIMMER BASIN CROSS SEC-n N
2, EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING
TO TOWN SPECIFICATIONS,
LINE WEIR W19TH RIPRAP
DESIGN OF
SPILLWAYS
DRAINAGE AREA
WEIR LENGTH 1
(ACRES)
(FT)
a
4.0,
2
6.C1
3
B'D
4
10.0
S
1?.0
1DIMENSIONS SHO1trN ARE MNIMUM
dAQ
€;14ATHACOUNTY
N 011th CA ifOLINA
I
BAFFLES WITH METAL T-POST, WOO EN WIRE
FABRIC BACKING AND COIR FIBER NETTING -
SEE BAFFLE DETAIL
(THIS SHEET) --I
BOTTOM ANCHORED
W TH STAPLES
SKIMMER WITH RETRIEVAL ROPE
(SEE DETAIL 04004.18)
TOP OF
DAM 5'-O" -
STONE APRON
WITH FILTER FABRIC
J L�
CHA344AM COUNTY
NURTH CAROL1 A
"KEE'T 1 of 1— --- - -- -- -
TOP OF DAM SOP OF DAM
,� ;'=a {
1�. ����
,,
WEIie L �. r'* i i I 1 I I I —II
FILTER FABRIC
F
WEIR CROSS SECTION
# ! 2 1
AND BURY
FILTER FABRIC EDGE
(MIN. 12" OF FABRIC)
%=-
Rol
eiiIIII1111011111
lllil
almomiffillom
NOTES:
1. SKIMMER IS TO HE A SURFACE DEWATERINC [DEVICE
SUCH AS OOP SKIMMER OR APPROVED DEVICE.
2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN
TEMPORARY BASIN OR TO RISEN INLET.
3. ROPE ATTACHED TO SKIMMER TO HELP KEEP CLEAN.
RIGID FLEXIBLE JOINT
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER--n
C HATHA,M COUNTY
NOR"Ill CAROLINA
2I712i-II@6 2 v__
SHEET 2 of
rs2^ss acsorcalovaer4ar1em
SCHEDULE
NOTES:
1. DRIVE STEEL FENCE POST AT LEAST 18
INCHES INTO SOLID GROUND.
2. WOOD POST ARE NOT ACCEPTABLE.
3. DIRECT WATER TO TOP OF BASIN US1 G
STABILIZED DITCH, SLOPE DRAIN PIPE
OR OTHER APPROVED METHOD.
BAFFLE
DETAIL
CORR FIBER MATTING.
SECURE WITH NYLON
ZIP TIES.-�
36"
MIN.'ZIP
TIES
FLOW DIRECTION
STAPLES
GROUND
lil II-1 I III
WOVEN WIRE FABRIC.
SECURE VATH NYLON ZIP TIES.
T
-LT
T-POST
�^ 4tf-S151�LL ! 14 L LYLYV L44 Irlf-1i'c wFIrV 4#!'4•
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
x ♦ iii
I I rm WITINIFILIL liplilli
DE'i`PILNUAMER
�?al1L�-aIIs
E EL<i' I of
%T
ROPE
DETAIL M N-MER
z€r1I�-r11'�
SHEET 3 of 3

EARTH BEAM
DITCH BLOCK
A : TAKES
NCUOR $TAKES
T Ek,_ SI, i_DFR TEMP EARTH SHOULDER BERU
EUP, S14GULDEA ­1qiCAiOA STAKE
BEAM OITCR EXTE.-HO GRAIN AS REGUIRED TO
011XIOG, &VITR HPIC44T 0F
1g, � TLVP_ EART14 SHOULDER BERM
to, MAX.
EARTH BERM VITOU OLO"cKp TEMPORARY $LOPt DRAIN
TEMP. VROULOER BERi Q1T0H___j
6' JAIN. NCHOANCUCA &TAKE
STAGE BUItt)UP A
OF FILL TAKE
R ELDOW
FLB
TOE Or FILL
ANCHOR STAKES 30" LONG
AND SkT VINIMUM 120 DEEP.
CLASS ';W" STORE FOA
00tION OONITROL, ste
ffwR1M1Z7_w_ZMwM
EARTH SENN DITCH BLOM
FUTURE r;,O,P --i
ITT v1r1*01__,
"Ell VNIO
POINT
TEMP. EA-R71i SHOULDER BERM
1. OPEN END PIPE WITH SUMP AND MINIMUM SETBACK.AND PROPER COMPACTION IS AN AccEPTABLE
1NI-EiT TREATMENT FOR STAGFO'CONSTROCTION '&Eiti NOT LEFT IN PLACE FOR MORE THAN" SO DAYS.
2, *T INLETS A,$TANDARD T=,SEQTION MAY BE INSTALLED FOR MULTI -DIRECTION FLOkV ANO ELaOWS
FOR STHOLF-OTRECTION FLOW A�� BIRFCTED
S. tXTE00' SLOPe,6RArNs TO BOTTOW'OF SLOPE, SEDIMENT BASIN$ AND EROSION CONTROL MEA�$Usesl
4: LASE CLASS IL:STONF FOR E�O$ION CONTROL AT OUTLET LOCATIONS.
S. U tgo�XiMUIA SLOPE DRAI ' a SPAOINGOP -200 FT-MEASUPED ALONG TOP OF SLOPE.
SE,
OVI'm $1ZE
Oar!")
w " 1.7.)
DE117h{LN.)
UNING
CLASSFACA71NOR
0
14)
71
CLASS 8
7.5
175
22
CLASS'll
4.5
22
t L755tS
24'
110
6.0
214
CLASS 6
15.0-
76
CHATT4ANI COU.NTY
.4 v wr it c A xt u Li xk
vx-eum:, vm7unow rElv.=Kaw r
04A114AA COON rY
NO It 1-L4 1101. 1 NA
A r_EARTH BEPW
P, 01708 HLIXK
r.
1'4LET PWJTE0TIC44
VOP LO:ATION—,_
TEMP. EARTH W11-DER 61i0 -TEVP, 84PE DRAIN
I — — — — — — — — — — —
INLET PROTECTION
OPTION
_#1 A
"_� / / / / /I
I
1114b,
OSE A MINIMUM OF 2 STAKES
ON UPISLOPE SIDES ,
FLOW
-ILL
WATCRIAL
GROUND
F-A
FUTIMF F. G. P
rT
-^n I"
SHOU, _00k DEAM
TEWI, !kOPE COPIN
INLET PROTECTION
—CLASS 'B" UONE FOR
OPTION A2 ER08101i
M
-Sk
Species
R te
Lva (1(/ acre)
Dates
Rve (grain)
Annual lespedeza be)
J.
530
Ay
lianuilry 1 - mily 1
- ---------------
Gennan millet
40
- August 15
Rye ctin)
L91: 11 1
120
August 15 - December 31 1
Soil Ati-tendmet-its
Follow- recommendations of soil tests or apply 2,000 lb/acre ground agric-ultural
lifilesLolle, and -50lb/,I(-i:Q 10-10-10 fQr1i1iZc1:-
mulch
Apply 4,000 lb /acrc straw. Anchor strow by tacking with asphok, notting, or a inulch
I I -
',mchorin .11 .g tool- A distvvith, blnAes- set neDrlystr i"Olit cal be nsed as a rnukh Anchoring
1-001.
Maintetiance
Refettilize if g is not f-Ljllv. adequate. Reseed, refeitilize and 1-milch inu-nediately
1(_)110Wi1Ig CrClsioli or OdIel
USE A MINIMUM OF 4 STAKES
ON DO414SLOPE SIDE
DOWNSLOPE—>
a JIMMY PAW
MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON DOWNSLOPE
GROUND
ATTING
V—DIIQH SECIQU MEW
MIN, 2 STAKES ON UPSLOPE
%LJ 1.111111 'Al CVJLLN TY
NORT11 CAYL01tNA
DETAILN-LUMBER
SHEET I of I
MINIMUM 4 STAKES
ON DOWNSLOPE
a
NOTES
1) USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE.
2) USE 24 INCH LONG WOODEN STAKES WITH A 2"x2" NOMINAL CROSS
SECTION.
4) INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR SLOPES, OR AS DIRECTED.
5) INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR
DOVNISLGPF STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
AT BOTTOM.
6) PROVIDE STAPLES MADE OF 0.125 INCH DIXIAETER STEEL WIRE
FORMED INTO A U—SHAPE NOT LESS THAN 12 INCHES IN LENGTH,
7) INSTALL STAPLES APPROX114ATELY EVERY 1 LINEAR FOOT ON BOTH
SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL,
8) AFTER INSTALLATION OF STAPLES, CHUNK ANY GAPS BETWEEN
WATTLE AND GROUND WITH MATTING.
WEAVE STAPLES THROUGH
ESH CASING OF WATTLE
—MAT NO
� �,°� C ��—TPLES STAPLES
STAPLE INSTALLMENT
SEQ,NQNc
-STAKES
ANGLE STAKES
TO WEDGE
WATTLE ONTO
GROUND
TTING
STAKE INSTALLMENT
CROSS SECTION
ALL DISTtfRBED AREAS
March 1- August 31
Septernber 10 - Febrtiaa 28
.5q#
Tall Fescue
- ---- - ----
5G#
Tall Fescue . . ....
lo#
Centipede
io#
Centipede
2 5 1#
Bermu
ufle&
354
----- ------
Bermi:i.a grass k utihull5d),
500#
Fertilizer
500#
Fertilizer
.4000#
eStone
40007'r
Linlestone
WASTE AND BORROW AREAS
1M.-trch 1 - August 31 Is
vernber 10 - FeI�_rLn_ r_v —1-18-
754 ITa,11 Fescue 754 'TA Fes cue,
ud B�,z audagrass (unhullO)
n# iBerrn a_,gr4ss (�4e4) _j
500ft Fertilizer 500-21 Tertilizer
4000 Zilrleste z e 1400044 ILimestone
Note: 507, of Bahiagrasi inov be substitlitecl for eifliftr Centipede or Benwid-agrass, ollivilpon re'llies.r.
Oil CLIL and fill slopes, 2:1 cir stc;eper Centiliede shall be aj3p1ied al, Lhe EaLe of 5 lb/acre a -ad acid 20# of
Sericea Lespedeza from januaiv 1 - December 31.
I `oxrithzcor shall bo 10-20-20 analysis. A d(ffc-rc.ntaii;flvsis of fi-x6l1wr niay b(-. iisncl providcd the, 1-2-2
ratio Is, Maintained and the 1:-,1te of nliplication �Idjiusted to provid& the gni-ne anicivivir, of plant, food as a
10-20-20 analysis and as directed.
CHAT14ANI "UVff
NOftTlf CAKULINA
DETAILIxTUAII)ER
20184)n PERMANENT SEEDING/MULCHING SPECIFICATIONS
SHEET I -A I
JA:1',UL N UAIDILIt
2CtIS-018
SITERT 1 of 1
SHEET i c1f

ENERGY --_NW4}FLOW -_._.._
C14ATf4: M C UIN'IFY
NQ-kAR ,C ARbLI'N As
• r y w� s • x � s a .!
Li A
I IIW I H n
TIF 00WW STI I
Iwo"Y
1.tlsLwv &atlNo. 5- TC-�mEF «,EFitm--%T::osf#T2C STo,%a
3, �VDOD PALL S�T_ MAY 3E USEWN 1IRJ OV STONE .A90t COTE" LEAS
mtlw
R splam Tl tom . my NT v i44R!cwveNT FROW " li
RAC 942?%t C33NC 'Vitr"hIHE;E. 3Y"zjPf=uK SA KaC 0 talSNOA '14 dT .s,ailt'st
OA,GFILL,SWITKAanlMENT REDUCE rHE F W RA E-
i
%ATPA,91 Cp, M Ic W. Xr4,0� :J'4471,I ONT
TRL-Al4,, BANE
" OF I;IEN Tl CONTROL STONE
1
El ..
1. CONSTRUCTION SEQUENCE CE FOR STREAM DIVERSION MUST BE FOLLOWED.
-- 2. BE SURE TO ANCHOR ALL PULPS AND PIPES SECURELY.
3. fPERIODic,ALLY OHED PUMP -FOR ADEtI UA_rE FUEL SUPPLY AND REMOVE ANY BLOCKAGES THAT MAY CC VR.
` ,' BE SLIME TO i IA1tE.Atk1 E T PUMP AND AN EXTRA SILT $A� 0 ,SITE IN CASE CAE FAILURES.
5. SILT BAG MUST BE WEDAN DE ATERIINO OIPEI ATI4 i SEE SILT BAG DETR USE V ,,ITH PUMP.
CxATHAINI COMITY15. DISCHARPEFROM SILT BAG S IOLJLD NQT CAUSE EROSION,
�v�T� cascr�3�•.c -
7"IN-PASS PUMPING
tT�r�Tr.
SHEET t 0> 1
� n ra tux n.� rsxrz �.c; e a;. n r�,ut xxrq-r
SLEEVE FOR PUMP
FILTER BAG —
p' 7 ST(%E—
r
N T TO SC;�ALE
VE T TIT, N'TTAMER
PLAN W9EW
'r_W, w
1E1:L EAR E
NATURAL ,IK LINE
SECTION
M
T"sTAILNUAI ER
2018-024
SHEET 1 o4f 1
EDIP4ENT FLTER RACE EL NCTE°
I, CONTA17QRSHAL EKE RISE CAUTIOtl N T TO 5U17ST OiR DAMAGE RIE SE II?ENT
FILTER 134, I.NHIEN PUMPINOL.
. TIME LEINGTH AND V4DIH OF THE Tlf PORARY` SEDIMENT 0A0 .'zHo"-VNlN THIS
A -WI' MAC VARY PER VEND6 SPEC-II=I AWNSI THE VJNt 4UU TOOVR -r OF
THE: BAG SHALLIBE 10 x 15 FEET,
ON04T RLTER 8AOSTAIL 6E E PJPED WITH A 04s SLEEVE OF
SGFFI`i ' T I E TIC ACCEPT rk IkIII I LM " INCH IAN ETLR OW I tf ,FEE HOSE,
T'HE'DISCHARCE mbst SHOW BE E ;ENDED INTO Tills SLENt A MINIMUM CIF
I ' HE %i ' a Tt ITLY "E I I NTH A HOSE .6,jM,#T`HER -WITAI .E
EAR T I } E T LEAKAOt; HOSE C E TI Tt IF I�I'I A SUT Its TI IE: ITA
*L'NJOTE AC EPTABLE.
4, THE. PUMP IBIS HARE HOSE 'oONINE ON SLEEVE SHALL BE SECU11KErY TIED OFF
DURING ITISP AL P THE" E INIEI T FILTER BAD. ILA ORDIED T �P E 'DiT LEAS pE
F LLE AF SEDi fi SIT , : -. _
. SEIDNENT FILTER EA SHALL HE MAINTAINED AND Ri BnA ED, "iE I ONE HALF FULL
F S E I��E T IN R AN E �' TH THE 1��N IFA URE I E IIiEI TI r .
ST-.,jL,i BAG
?C►i3.t3

BE
yF
"A"
J�y
P
7
1US'T 111LAt 'OT 4
­7-Ff I REFER TO "NORTI-i CAf C1LlfA DI'VISION OF
SALT FENCE
FORE STFEE SOVROE$�*, LITERATURE,
(TWICAQ
isTALLA`noH1,MAINTERcE'GUID ELINES. &
-NORTK! PAROLIKA FORESTRY EMP,
N
MANUAL-2-0
2, INsrALL �'Y-TER DIVERN D SIOEVICES (WATER
!A
SARS, TURN 007S, '13f4bAD -BASED DIPS,
R- BRIDI�-�Mrkl F�TOi-4 BOTH SIDECF THE AT
To X THE OR OITHEIR SUOILIX r�,�PO $ED MINER - S011- W TH TREE
NENT TOP TION,
F1 -Al 4JECT 'S OR BRUSH DURING MAT JUSTALLA
WTH 5UFFICIENT AND, 'SEEDING/91-ULCH' AFT7ER MAT kE.MOVAL.
'ING STRENG111-1, ul�_
TEEL CHAIN t-4-, INSTALL t�,UM IATS TO 'CREATE A MINIMTEN
SR
, C A LE_
z F0 0 T EiRIDGE
5. INCLODE COARSE ACGI'ZEGATE ON THE
App'ROA,�;H'W'AY FOR A N'1MUM'0F'25, FEET
'O'AF(* KS
A0,JACENT TO CROSSING FOR A, MINIMUfA OF
'ER aPEOVE VIEW
SIDE VIEW
rl-TA-rf4A AA I-el,11ENJITIV I I I
NUN't
AZUORE4aA-1E Arr"R0ACMMY
SURGIE STPNIE OR
1W
Ell
W wo 31-va"I"IJ F
Cf,athaoi County
Samp'o Residential Construction 1,Rquenrp
1. Submit a Land Disturbing Permit Application at least 30 days prior to any land disturbing activity
occurring,
2. Organize onsite pro -construction meeting with Drew Blake (919-548-6715) 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 cortrol measures according to the information discussed during the
pre -construction meeting, Minimal clearing -nay occur in the immediate area of al i measures to
provide for irstallation.
4. Contact Chatham County' atershed Protection Department staff to schedule an inspection of
all installed measures.
5- Permitted land disturbing activities may begin upon approval of the installed measures.
6. Complete self -inspections weekly and within 24 hours or a 0.5" or greater rainfall event. Fmail
all inspection reports to Chatham County Watershed Protection Department staff within 24
hours of inspection.
7. Maintain all Erosion and sediment control measures in gond working order- Silt fence, inlet
protection and other similar measures must be cleaned out before they are half full. Clogged silt
fence outlets must be refreshed/replaced. Silt fence cannot have holes or tears,
8. Ground cover shall be provided as follows:
a. Stabilize basins with grntjnd rnv,-r immediately after installation, (if applicable)
b. Stabilize divk-rsion ditches intended to be in service for 30 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 mattingif
the slope has not been disturbed for a period of seven (7) days.
d. Provide ground cover sufficient to restrain erosion an any portion of the site upon
which further land disturbing octivi4r is not being undertaken within fifteen (15)
calendar days of temporarily or permanently suspending land disturbing activity.
e. Establish permanent ground cover sufficient to restrain erosion immediately following
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 accordng to the approved plan unless approved in the
field by Chatham County Watershed Protection Department staff (approved Field Revisior).
11- MudificidLions to the approved and permitted plans shall be approved, by Chatham County
Watershed Protection Department 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.
11 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.
mAmTmHANCE moTrzs:
11� KttL71 �A E FREE OF MINERAL $OIL
AND DEUR15 THAT CQUI-b ENTER STREAM
2, FErIODICALLY CHIE�_-K MAT HARDWARE.
RE I Tl�-,1­111EN 11 NUTS'k <�AULIE CLANiPS AS
NIL -I'ESSARY 10 hl`�INTAIRIDOE 115"THE XiOTH
AND 114TEGRITY,
3. IMMEDIATELY REMOVE ANY DESIRIS WHICH
ENTER $ THE STRFE*Pt AT'11AE $INIG,
TZ
5 By W>'INIG, MAT''CAfiLE LOOP
( STA.SlUi2t OISTURSE�>
STRE,AM6ANK- MD tl�RPT',�OACH
PERENMAL GRASSEVMLJU�H
D li.W- YvHtN'ARPLI^A5Lim ).
"PRATE .',W,A'TER DIVERSION
:lk PLACE ON 1307H 50E5 OF
STREAM CHANIjEL TO ITS
OSS-SECTION,,A`ND, SMOOTH
'RIATELY STAUIUZE ALI-
2018.026
Sl IR17.1' I rill' I
Region of
Specits or Mixlklre,
Adaptntion
rilftintenance
YarleCleS
Adaptation
Annusl
I'lowinq
11-i
(*,I,-[
N­ah&
W­
F_h' u.,
I i..Qhi
Cool Season I3roEises:
;Ib w1000 .�21
(!".)
Kentucky b1Uqr?.,5s bSar­,d
6'iountans
rclucky cueq-mts
coad
lai,
gc'od
S"ij
1,C-Z'd
2, 5-A,
2
mod.
Tall fescue bland
4,cIva%ntx,-, Brooketori,
t,',ounta!n5
Kcntuckycl
good
qovd
qccd
�011d
g�od
2.54�
S
high
Falticri. Rnelava,
and Piedrwrit
i3alviaHcund_-g,
7d! faaoua
good
goed
good
enod
0 it
2 E-3.5
a
high
Ja ,
quer, Olympic, Relief
H.'4fiJ EoJ r s
roor
'Pso
Peer
*'CZ,
ones '
d 6
.1
higai
Tell
l"Ountans
fall
Woo
peer
co�v
Poor
C46
i
IVA*
dkiraee,
and PieIrmnT.
S
coo"
and
poc'r
gC"aJ
P:or
15
2-3
Warm Season Grasses*
zoysiayasf
fat f
good
fair
exce5-
sood
1.5
1
high
Hybrid rnudasra s
Var-nznt, Tifvay, Tdwav
Pie om-m- ard
s a f�ir, Cx�.Yna Iawi, 'tuAEG EuUtin no. Aa-Gii
MA Nick 1 F 11 ril i
I I � &I I X111" I W9 mt
!3"LIc-n astaiFlan
2cysiograss E,-neroldjAei,,Er Pia rn cri: and Soil p re I s-a m no ii-Tew sdl to d,-t mai iao iihz cxx,� c t vuTw oine rits flr lira i: i ad
coa�.Icl Run liy 04,. Slave six- wirig io> or a
cuiurnen4ifl 1,boraicry. hdonnetion en ftee seB testin; istivahable, from tile
C e n tipad eg�z,5 No unproved vaiiebe+ Piednicritand Amu ztai 1i ittx n tif slitNiordi Criviiiiiia DtFarlintat ofAq, ictiftuir or the
Coastal F1ain AxIculnual Em'1115im Semice. Mien sQddinginttst be lAatuied without soil
St Auttusline?rarss Raleigh Piaorrictitandrep tltc filth fig aft amclvhltawA toy he; sliffiderIc
coasial Plain Pulverizedagricuffinrat litnesione at a rate of 2 tGrs,,acve (101) lb!1,000
'A Ier;e edst-ccrsul, 5jp;rie�� an� �ycvt local firl)
A'griwt tura� Ex."msior co-'."c� -.of r4c oir triGridatict's, Flc-rnijz�-larz rateof I'wo Itva.ra (1215 lb)l000 PF) of 10-10-10 ul tall f"y
Flvn
iapph'�d "N quivitl, n fr'.Arklnt� way t' ."ith othel, seltilize: 3om-.1111, '11s. The-w
mmdurews�'Iwrdd bi� ipread eats ov�41' the, "irea, rind itic"irpe'lated illb the
iixlm:-of :rail by iliskiuZ�. harxo%vin�. or othtr efftut•tt uatau,�, 11 __.L_� �'.T�­ I st1j;Ste lifad
•A
fellow s�pecificiiaon, givea, in 'Practice 6, -4
0 ue-4 TO tx_i dotf" Ime er it?
A- . rior to 14y�ig ��xL clear the �i�,J!�uifAce of tjmffi, roots, brancla .....
., 5z
1aud'chkts 1-31ger tilaa 2 incim in diamctAa. Fill or le-ve" lii�v
U'o r 16 iwa_-n m-'a f "t. .1 th
I to to water, �utke or Im-row the site to achieve, a quac-11
­�'j 34 0 Ti 1
- -i
a tio6lam w,� ronq, vynor, re �ov io rao., Ild, Icl-el ftnA grade,
WA 'ij. 11'. ! _" *�e'-'f­ - 7
1' sarisxtmt: u4 be
Lr; rellin-z or cultipackiII2 to finil ul- soiL Avold
nit tia° '=Apaviodarl' y v"hzn ilic tsifl 1, "Ver, Ag rhN Jz
-ce onipactioa, and ovd.-e it ditficult foa, the sod o tiPe Say cawn! --live c
(I I \f`N:�
X�
ivW." , 1 ,
11
it
_1 44_Z7
ndr eoo w N.stu to Escith mm, #
2-3 f;
I EN sad !a So,
withihexnY. laid. ar�"'cnrtimo
""M'ming'ie le alc%lat It bh tZS'J,
cmTH'Vm cou.N'Ty
NORTH CAKOLANA
Chatham County
Sample Multi -Lot Residential Construction Sequence
1. Submit a Land Disturbing Permit Application at ]cast 30 days prior to any land disturbing activity
occurring.
2. Organize onsite pre -construction meeting with Chatham County Watershed Protection
Department staff 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 the information discussed during the
pre -construction meeting. Minimal clearing may occur in the immediate area of all measures to
provide for installation. Erosion control measures must be installed on a minimum of two
adjoining lots. Silt fence along a common lot line may be removed as long as the perimeter is
installed and functioning properly. A maximum of 4 lots may be enclosed with silt fence at any
one time depending on site slope conditions. Curb inlet protection is required on all inlet
downstream of project until reaching the sediment basin-
4- Contact Chatham County Watershed Protection Department staff to schedule an inspection of
all installed measures.
S. Permitted land disturbing activities may begin uport approval of the installed measures.
(3, Complete self -inspections weekly and within 24 hours or a 0.5" or greater rainfall event. Email
all inspection reports to Chatham County Watershed Protection Department staff within 24
hours of inspection.
7. Maintain all erosion and sediment control measures in good working order throughout
construction. Silt fence, inlet protection and other similar measures must be cleaned cut before
they are half full. Clog -Zed silt fence outlets must be refreshed/replaced. Silt fence cannot have
holes or tears.
S. Grourd cover shall bp provided as follows:
a. Stabilize basins with ground cover immediately after installation. (if applicable)
b. Stabilize diversion ditches intended to be in service for 30 days or more with temporary
seeding and erosion control matting. (if applicable)
c. For all areas of moderate and/or steep slopes, stabilize area ,vith seed and matting if
the slope has not bran disturbed for a period of seven (7) days.
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 fifteen (151
calendar days of temporarily or permanently suspending land d sturbinglictivity.
cEstablish permanent ground cover sufficient to restrain erosion immediately following
completion of construction or dp.vp.lnpment and/or prior to final inspection.
9. Re -install adequate erosion and sediment rrintrol 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 tile construction
entrance, All measures must be installed according to the approved plan unless approved in tVe
field by Chatham County' atershed Protection Department staff (approved Field Revision).
11. Mod fications to the approved and permitted plans shall be approved, by Chatham County
Watershed Protection Departniert staff only, prior to removal or installation. Contact Chatham
County Wazershed P!,otection 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.
THE SE011vi-mNTATION POLLUTION CONTROL ACT WAS AMENDED 114 2006 TO REQUIRE THAT
PERSONS PESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER
EACH PHASE OF THE PROJECT TO MAKE SURE THAT'rHE APPROVED ERORKIN AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED -
RULES DETAILING THE DOCUMENTATION' OF THESE INSPECIIONATAKF EFFECT OCTOBER
1,1010.
THE SELF-114$PEOTION PPOGRAM IS SEPARATE FROtl T14E WE540 Y851-F-NIONITCRIt'IG
PRC*RAM OF THE NPDES STORIANATEP PERMIT FOR CONSTRUCTION ACTIVITIES, THE
FOCUS OF THE SELF-INSPE-CTION REPCRT IS THE INSTALLATION AND MAINTENANCE OF
EROSION AND SEDIMENTATION CONTROL MEASURES ACCCIROINO 70 TH]EAPPPOVED
PLAN. THE WSPECTIONS SHOULD BE CONDUCTED AFTER EACH PRkSE OF THE PROJECT,
AND CONTINUED UNTIL PERMANENT GROUND COVER IS F-STA12LISFF-D.
THE SELF -INSPECTION REPORT FORM IS AVAILASLEAS AN EXCEL SPREADSHEET FROM
THE'_AND CUALITY WES SITE,
hftp://portal,ncdenr.orgh4abArtom-.ion
)FTAIT. X171MI[IFIF11
2019-02S
SHEET 1 of