NCC241612_Site Plan or Location Map_20240528

•
oE.
0 0� , .
.0 . .
, ). _
o / b D °
A
•
a ° LO 6 / r hqB ` o r -
/ ,o/�q��FORN� r irt
,ssa, o `J
•
/ ier ''
1 A/ 62583 B @ E 0 03 42/4 s. 4 jaBF
/ ' 0�' 9e ' A`33'4' O S N/F
'd0/-"O0 C 6,03 F DONALD WILLIAMSON
"--
•
��, �� 3q)8 Og D.B.488,PG.58tn0
�+
\ /•/// ,44.54, ...,%10..
� 6 ..� JS)27e a'^dog
/ ' �.� �_ a` SILT FENCE MAINTENANCE NOTES:
/ :' 1 ' - 2�o, g \ Sediment fence requires a great deal of maintenance.Inspect sediment
/ a fences periodically and after each rainfall event.
y/ ` �p � z, t° Should fabric tear,decompose or m any way become Ineffective,replace
/ .L % _ ^ r^e- it immediately.Replace burlap at least every 60 days.
/ rib' s 0� ' Remove sediment deposits promptly to provide adequate storage volume
/ 7 49' P� p for the next rain and to reduce pressure on fence.Take care to avoid undermining
'o •rN- 6g•2 fence during clean out.
LOT ' ! S
/ -, e, `n n`O 8 3g.F •
0 Q Remove all fencing materials and unstable sediment deposits after the
- ,o o ! O contributing drainage area has been properly stabilized,inspected,and
'- Pi
- - - / "' oa�� o > approved.Bring the disturbed area to grade and stabilize as shown in the
3 ' \ - _ _ _ 2 — �► �`o' N vegetation plan.
e° .
/ ,� �,y - LOT 7 " 'oo v �, a o N/F D. GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE NOTES:
/ . / / , ° -� - d DONALD AND EDNA WILL MSON Inspect entrance/exit pad and sediment disposal area weekly and after
/�t: N (P.B.98,PG.347) :.,` D.B.1172,PG.825 heavy rains or heavy use.
p / non - o,�f \ '��? Y Reshape pad as needed for drainage and runoff control.
�• o o(� Cx+ • Top dress with clean stone as needed
c
e ^ �N N KIOSK �'. • Immediately remove mud and sediment tracked or washed onto public
_ c mad.Repair any broken road pavement immediately.
�. % AREA ♦ ` q... 5
0 a C7
\ \ / /o..//.0
N63/93g \\ 1 ^Ja'^"oo 21p:...' �' - -... .. �'�
W CONCRETE \., , , p,f�tr / i i Table 6.62a Maximum Slope Slope Length(ft) Maximum Area(ft.)
/ WASHOUT AREA(SEE
A / DETAIL SHEET 2) p • 9' 7 t Slope h Length andSlope isor 2t5% 100 10,000, 0
•/ , Q _ which Sediment Fence is
• / i Applicable 5l010% 50 5,000
OT 4 / ° _ o PP lob 20% 25 2.500
./ - • ° _ O d .. 1�p �P'� 10 3 ° >20% ,5 ,.SDD
° ip/ el* •> a, �\\ - _ / _ o o •
CHART FOR SILT FENCE OUTLET SPACING.
---... . /ilit
v P / 'A\ 7 . O 1n,t% SEO ENCE
/ F / ` CONSTRUCTION U
\ — / \ rD `�/ V q E and Sediment Control(OE&SC)permit and o Cert fcote of Coverage(COC)must be obtaned before ony land
. rlRR' d t b g lutes occur'The C C can be obtaned by fling out the electrons Nokce of Intent(e N01)forth of
\ r �C0 `/� , `a deg g CGOt Please note the a N01 form may only be flied:nut on a the plans nave been approved A copy of the
a
/ y \• / �� j ., - -- - - -- - / f - 11 E&SC p mk the COC,and a hard copy of the plan must be kept slec preferably n a perm is box antl access ble
//,Ar� d g pe'l on
v _ Q o b Wn ih project s complete the permttee shall contact DEMLR to closet to E&SC Plan•After DEMLR informs the
/ 1111114""
\ \ �� •z,• 04pot ce of Termhe roject Ns out va nspncton report the permttee sh t d q.nc.gov/NCG01 to submt an Iect n,
acI I A d ° / qe .. ` �, N con(e oTj A tloo an ao1 general perm t fee wll be n rged antl me e NOT has teen ruedeoaeraa jj { w t, C t t to DEMLR Ralegn Regonol Offce at least 48 hours pror to commencng the land dsturbng aclvty The
ob4 �i^iiiil� \e/ o t t b r s(919)791 4200/ l ° od O ,iLk-:.i.,........._ e. ' d.1 t u It tepee eft tepee oanete sad eonewel an entrance1awT / a - d- r ` s _ _. N/F P theNPDES Permit,ground slab lzat n wl b °pored wth calendar days from last land disturbing aclvty. For
'{\�° - rn, ':'• _- JONES,W e°AMR - steep slopes.that area must bstabilized1 mnl 7ecolendar daysn,a
1 3 O Z '�� r, ^•V` --- t the aI ned on ste and -b1e during nspecton It s pace n a permits box
Q
/ o - \ _ - JONES,RUS LL DEAN f P NPDES rega rements a gouge. records permt Cerrfoate of Coverage and S&E plop are required
I U m N ' Deed Boak 1423 b g n rig or o project ( recommended that these gems'e placed
Deed P.•e D494 entrance f t NCG01 Part III Sectons A and B.15A NCAC 048 0131
1 W Z z,.10 m N,_ \ ie i g.Thecontractor shall conduct self-inspections of the erosionand sedimentation control measures and compete the
_ o W N Cj U . . `4� • f II g b dself-Inspection form found on the DEMUR webs to
. I A. CO LL i n_a, r • nttp //d q c g /b td vsons/energy m neral Iona resoa ces/erns on sea meal control/forms Twelve months of
^/ complete spe t f shall be kept on ste and evadable for Inspection at all Imes. It s recommended a copy be
_ I — Z�U O M, Z -, � '�' U �`'^ q. kept n a permts box.'
1 n •m O o rn aw - - .... •' is-CS o _D q ,'Q.o P '�a y c • h.. site Is slabnnea and appmyea,remove slit mike.ma.
w^ o d
BaULDERD O d, p I � zmm
E =IN�PUB La E o� p J m a s I EROSION CONTROL NOTES:
- =Ri\WI �` -K = 1.; - 1. ALL INDIVIDUAL LOT EROSION CONTROL MEASURES SHALL BE INSTALLED IN
I • n a' \ ' ACCORDANCE WITH JOHNSTON COUNTY REQUIREMENTS.
• b° •` - I V I 2.
ALL RUNOFFSHALL BE FROM DISTURBEDED AREAS ALONG THE
BELOW SIDE(S) OF THE PROTECTED BY SILT FENCET DCH PRIOR
o Ate. 4 ��
I� g _ • .,, TO CROSSING ANY LOT LINE.
a �7 S. I I� z�8-r 14 n;* ,_.. 3 SILT FENCE OUTLETS AND J HOOK OUTLETS SHALL BE INSTALLED AT ANY LOCATION
e O1'EIN SPACE - L ' - ' a ° WHERE RUNOFF LEAVES THE PROPERTY IN A CONCENTRATED FLOW CONDITION SUCH
q
' - N/F p ° o, 13 °!•• ^ > ' r' • AS SWALES, DITCHES OR ANY OTHER SIMILAR TOPOGRAPHIC DRAINAGE FEATURE.
o JAM S AND MIRIAM -'� I N. -- - ♦ a '°' n o
• OSADA j in b _r Z� ,.o -- - '0 4. A GRAVEL PAD AT LEAST 10' WIDE AND 30' LONG MUST BE INSTALLED AT THE
I
J Pt
D.B. 55,PG.31 b� I - °1 ACCESS POINT INTO THE LOT.
b `/I I 8 5. ALL AREAS WITHIN 25. OF THE EDGE OF PAVEMENT OF THE STREET MUST BE
yyyP I �) to 0 - ‘ STABILIZED BEFORE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THE EXISTING STREE
O Q I - -'� .'.• SHOULDER AND/OR DITCH ALONG THE LOT FRONTAGE SHALL BE KEPT FREE OF
�l } I(. SEDIMENT AND MAINTAINED IN A MANNER SUCH THAT THE DRAINAGE AND
• •
CK STABILIZATION ASPECTS OF THE PUBLIC RIGHT-OF-WAY ARE NOT ADVERSELY
0 o O o - - - -- LL AFFECTED BY THE CONSTRUCTION ACTIVITY ASSOCIATED WITH THE LOT DEVELOPMENT.
\ I I C •.
I C----NSF--- .� —� _ 6. ALL DISTURBED AREAS THAT ARE SUBJECT TO EROSION AND MOVEMENT OF SEDIMENT
0 OFFSITE FROM THE LOT MUST BE PROVIDED WITH GROUND COVER OR OTHER
521.33' • N89'49'23"W PROTECTIVE MEASURES SUFFICIENT TO RESTRAIN EROSION AND CONTROL OFF-SITE
I.
I SEDIMENTATION.
DENOTES OVERALL
0
LIMITS OF DISTURBANCE `'' o I •� 7. THE JOHNSTON COUNTY EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL
-� o N/F I `� EROSION CONTROL MEASURES OF MODIFICATIONS TO THE EROSION CONTROL PLAN
BARNES,NELDA A BASED ON FIELD CONDITIONS.
Deed Book 0931 Q -'a' a
LEGEND Deed Page 0844 p o b
GRAPHIC SCALE : .CR ',, SHEET 1
;'g`:,T-4;GRAVEL CONSTRUCTION ENTRANCE Qt9 NO. REVISION DATE STEWART—PROCTOR INDIVIDUAL LOT EROSION CONTROL PLAN
ENGINEERING and SURVEYING
-SF SILT FENCE e9 = 11
:11 a = SEAL �_ LICENSE NUMBER P-0146 STONE CREEK SUBDIVISION
22�24 - 319 CHAPANOKE ROAD
( IN FEET) ::::::„„,„,,,,
F Q_tQ� RALEIGH, NC 27603 PHASE rJ— — LIMITS OF DISTURBANCE �.NGIN6E• TEL.[phone] FAX [phone] LOTS 5 & 6, LOTS 8 THRU 15
® SILT FENCE OUTLET = WETLAND AREA t inch= 60 ft. 9 / 5s � SP DATE 09-07-21 SURVEYED BY JOB CLAYTON TOWNSHIP NORTH CAROLINA
— DRIVEWAY PIPE yi 4of� SCALE 1"= 60' DRAWN BY: JAT JOHNSTON COUNTY OWNER
05`09-2024 DWG. NO.
REVISIONS ZONED: AR P.I.N. 1677.03-23-9145

8'mom stwrde d sire h fabric rids wire fence
PART!. PART!!! PART III 6'mini.extra strength fabric wither wire fenre STEEL POST
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING 30'MIN. Jrief VIES: /s•
I WOVEN WIRE FABRIC
SECTION a:SELFHNS g0PDd SECTION B:Documentation
D,DES C:REPORTING 1\ BUT SUFFICIENT TO KEEP 1, PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
Self-Inspections are required during normal business hours In accordance with the table 1.EASE Plan Documentation 1.Occurrences that Must be Reported SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED. Steel 1 SILT FENCE FABRIC
below.When adverse weather or site conditions would cause the safety of the inspection The approved EASE plan as well as any approved devaton shall be kept an the site.The Permlttees shall report the following occurrences Pest
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved EASE plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition n a stream or wetland. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD Plafl'�
which' f perform the inspection.In addition,when a storm event of equal to or The followinghe EASE Ian shall be kept sae and available for IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE tie 3'-0�
items pertaining to p p FILL SLOPE
greater than 1.0inch occurs outside of normal business bourn,the self-repecton shall be STONE,THEN THE TIRES OF THE VEHICLES MUST BE WASHED
inspection at all times during normal business hours c2 3 SSTONE BE USED 10'MINMUM OR WIDTH OF • R 26'
performed upon the commencement of the next business day Any time when inspections (b) Oil spills if: BEFORE ENTERING THE PUBLIC ROAD.
EXISTING (SURGE STONE OR RAILROAD'' PROPOSED DRIVEWAY, Wire 18-24'were delayed shall be noted in the Inspection Record. rim to p«umen rumen on mains • They are 25 gallons or more, ROADWAY 'BALLAST) WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
and Each
ES.x measurt has..
installed Initial and date each Eg.SC measure on a copy from me • They are less than 25 gallons but cannot be cleaned up within 24 hours, GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE.ENTRANCE Terre
xrnea eaxre,cex°arm. x.n.n on..=°.a,m....ava.. pggtt�l NATURAL GROUND
hourm .goon • They cause sheen on surface waters(regardless of volume),or WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN "" • Tend '''''',1
-_ I II _
I> oar shown on Me E p • They are within 100 feet of surface waters(regardless of volume). STONE AND REPLACEMENT WITH FRESH STONE. ' \`li BACKFILL TRENCH AND
she .. COMPACT THOROUGHLY
initial installation of the Eg.SC measures or if
e'a=' measures are modified (c) Releases of hazardous substances inexcess of reportable quantities under Section 311 _ T '- 20
n Of the Clean Water Act(Ref 40 CFR 110.3 and 40 CFR117.3)or Section 102 of CERCIA 8 down64• 'SKIRT IS TO BE TRENCHED IN,AT A
(b)Apnase gradingof has been coin (Ref 40 CFR 3024)orG514321585 / fFED1100Kb MINIMUM,8 INCHES VERTICALLY ABS
IM>cast on 24 F�fF_N�rT III-II 4 INCHES HORIZONTALLY.
...,r.. T .. reponto° on of the t (d) Anticipated bypasses and unanticipated bypasses. PLAN VIEW lmrlp
construction se. `SEE SEDIMENT FENCE SPECIFICATION 6.62 IN THE NCDEMLR EROSION AND
cyco a is: is proper, accordance with s `n (C)Ground coverlocated
a.Installed Initial anCI date a Cep,Of the approved EASC approved T&sc (e) Noncompliance with the conditions of this permit that may endanger health or the SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
trkex p approved environment. NOTE:1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT CONSTRUCTION
ground cover specifications. EXCEED I/4 ACRE AND NEVER IN AREAS OF CONCENTRATED
NEW CONSTRUCTION a CONSTRUCTTHESEDIGHTOFMENT HE SEDIR FENTFE CEDOERD NGTHOREXTRA STRENGTH SYNTHETIC
„nr eelsoo.) (a)T Complete,gate an e n inspection w 2.Reporting TimNra sand Other Requirement 30 MIN. FLOW. FILTER FABRICS.
requirements for allESSe measures EXISTING ROADWAY 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE
After ee bet aware an occurrence must be reported,he shall co 2. ENSURE SURFACE.
FENCES MAYIMP FENCE ESNOTOF WEED SUFFICIENT
TO ABOVE THE
have a 0.me. repo STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE
a°neJr: the appropriateDivi regionaal office within[het mefra and in Orden with the GROUND SURFACE.(HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CUASE
(cl co actions ...taken other requirements listed below.Occurrences outside normal business hours may also be PRESSURE ON THE SILT FENCE. FAILURE OF THE STRUCTURE.)
m E&sc measures. on 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO
a. e,,,ranex. Corrective arnon Initial ana date copy of USG.
1°)a:.mw=rof ar=.n°nr=p=r tat - -- n=xare<ore panorwmpate,date sign an reported to the Departments Environmental Emergency Center personnel at(800)
.r= 7r.,=amrear= nt report to indicatethe completion of Me - • '// MAINTENANCE AVOID JOINTS.WHEN JOINTS ARE NECESSARY,SECURELY FASTEN THE FILTER CLOTH ONLY AT
p m.:ee meminm na:ehcorrective action. 858-0368 6' MIN.I \ SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
m aka Z.Additional Documentation to be Kept on Site met!After end other Requirements . , \`' INSPECT SIDEMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE
'x z. 'exttakcn Occurrence Reporting Tmefr. /�I/,�i RAINFALL.MAKE ANY REQUIRED REPAIRS IMMEDIATELY. UPSLOPE SIDE OF HTE POSTS.EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
ran°o. a. m. nto condo furore In addition to the E&SC plan documents above,the following tams shall be kept on the lalvsbcsediment •waxen z4 hours,anora oremrontnmTcation. ,�G�' %a FASTEN THE WIRE REINFORCEMENT,THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST.WIRE
site and available for inspectors at all times during normal business hours,unless the c,crlmion of the ' OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
meam or wmlane FABRIC UNDER STONE SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR, 5. WHEN A WIRE MESH SUPPORT FENCE IS USED,SPACE POSTS A MAXIMUM OF 8 FEET APART.SUPPORT
ire on Division providesa site-specific exemption based on unique site conditions that
OF 24 INCHES.
this requirement not practical: x v� v - - fe, p ex, DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. POSTS SHOULD H FILTEDRIVER
FABRISECUC
WITH
I6 O THEFEET
POST ROUND
SPACING
DOES NOT
e 8. EXTRA STRENGTH FILTER FABRIC WITH 8 FEET POST SPACING DOES NOT REQUIRE WIRE MESH
case by case ba,.
This General Permit as well as Certificate of Coverage, o31a)'o CROSS SECTION REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE SUPPORT FENCE.SECURELY FASTEN THE FILTER FABRICDIRECTLV TO POSTS.WIRE OR PLASTIC ZIP
(al erage TIES SHOULD HAVE A MINIMUM SD POUND TENSILE STRENGTH.
I111 e. STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON J. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED
I) of Paa nS (b) Records of inspections made during the previous twelve months.The permttee shall THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
.., ecordthe required observations on the Inspection Record Form provided by the assure-compliance HTEFA
determine that additional requirements are needed to ncc CLEANOUT. 8. PLACE 121NCHES OF HTE FABRIC ALONG THE BOTTOM AND SIDE OF HTE TRENCH.
=^t 'Iinspectionform that all the required elements Use of - 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.THOROUGH
Division Iblolsp sans COMPACTION OF HTE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
electronically-available records nlieu of the required paper copes will be allowed ifmiturt M shall Include Information about REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS 10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
shown to provide equal access and utility as the hard-copy recordsen eus locaxo^oft p or release. eeate,tme nature,volume and AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
socnasposalbre ,n�ccrnmmmwlrnepre.,aea at 3.Documentation o be Retained far Three Years substances m STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
r menamce an attx All data used to complete the e-NOI and all inspection records shall be maintained for a period 1(bl-(clabo°ve re
NOTE:The rain inspection resets the required)calendar day inspection requirement. of three years after project completion and made available upon request.010 CFR 122.41] brl4midpated evaluation°f the mi anticipated
y��and
bypasses
I.report shall include an STANDARD TEMPORARY SILT FENCE AND SILT FENCE OUTLET
PART II,SECTION G,ITEM(4) fdl unanndpatee
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 10 sses1111] Nn anrdlefect&the bypass.
ex ixexaP:en wxlxaxox ofxne
4c(mllal] quality and cffcctaftnc bypass PENCE
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 downcrndays. c e
for maintenance or close out unless this is infeasible.The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of tffis permit that noncompliance,and rwcauw,the period of noncompliance, - �• CONCRETE
S
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: ONSITE E CONCRETE WASHOUT
health or
been corrected.the anticipated time noncompliance is expect.to .
(a) The E&SC plan authority has been provided with documentatlonof the non-surface withdrawal and the specifictime perodsor conditions In which It will occur.The non-surface withdrawal P^'I°° STRUCTURE WITH LINER
otlnm �I tu(al
shall not commence until aheE& authority these
(b) The nonsurfacewthdrawal has been reported as an anticipated bypass in accordance with ate ° tfe, p ore
Part III,Section C,Item(21(cl and of the permit, case by case bass t0'A'MIN.
(c) Dewateringdscharges are treated with controls tominimize discharges of pollutants from stormwater that's removed from the sediment bash Examples of appropriate controlsinclude TOP OF SIL-r FENCE
properly sited,designed and maintained dewater rig tanks,weir tanks,and filtration on systems, a.-A
(d) Vegetated,upland areas of the sites or a properly designed stone pad Is used to the extent feasible at the outlet of the tlewatering treatment devices described inItem(A above, mewasxeD STONEON,C', CD,O O SANDBAGS(TYPO
Velocity m(•) Velocdsspaton deuces such as check das,sediment traps,and riprap are provided at the discharge ponds of all dewalerng devices,and OR STAPLES
(f) Sediment removed from the dewater ngtreatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the Coiled States. Y 0 <{ IT MIL
NNN 1:1 PLg3nC BgNOBA03(ttPJ
0> GO ITYP.)L�LINWG OR STAPLES
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 FRONT VIEW N.,,WIR FENC
RENCH 0 0)00,0
HARDWASTEEL RE CLOTH GROUND soLm �A �.,.
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE kelle VMARKEDSIONAOE SECTION A•A
THE 51005 CONSTRUCTION GENERAL PERMIT smrrruxewmxxee CONCRETE NOTING DEVICE(1B"X24"MIN.)
oxwrtecxwerew
WABMOUT OTF3
1. Maintain vehicles and equipmentto prevent discharge of fluids. N
mplemen[rig the d 'I d SpeCifieatiOnS on[M1'z plan Sheet Will reSUlt'the construct on 2. Provide dip pans under any stored equipment. wPSHED STONE _ 1.ACTUAL LOCATION DETERMINED IN FIELD
sections of
the NCconsidered compliantwith the Ground StabilizationecdM rave Handling lilt --- -- W
3 Triers[fy leaks and repair as soon asfeas tile,or remove leaking equipment from the t _- e -� ®'ir""" ° ,4
hoof the comply with
the
ro General Sediment
entC ono E ann F respectively).The ;I"I•�� ..., I L_ I MAINT2.THEAINED
CONCRETE THE OUTSTRUCNR O O ALL REACHES
perm ttee shall comply wtM1 the Erosion and 5etl'men[<onirol plan approved by the Project _ T • -I _ ,,, - GROUND MpINTAINEO WHEN THE MQU]D AND/OR SOLO REACHES
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spenfluids,store In separate containers and properly dispose as m.� °g0 0 TB%OF THE STRUCTURES CAPACITY.
x
a FILTER FABRIC
ax
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). dd°�o o°� . /
5. Remove leaking vehicles and construction equipment from service until the problem _ y -="" 08°°0 NOTES: 3,CONCRETE WASHOUT STRUCTURE NEEDS TO BE
0r..,....,.._...w m$°o°° q
has been corrected. __ Y�o° doR_ 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. PLAN CLFARY MARKED WITH SION4GE NOTING DEVICE
SECTION A GROUND STABILIZATION lT "gym � pp� ogtyh g g- 2. REPLACE STONE A5 NEEDED TO ENSURE DEWATERING.
Required Ground Stabilization Timeframes 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products w.. lT p.o�' _
q°i to arecydmgordisposAcenterthathandlestheseaterials. - �'--- -"_--- „>q -., BELOW GRADE WASHOUT STRUCTURE
Stabilize within this � NOT TO SCALE
Site Al.Description manycalendar Timefreme variations yanomo _r amuce eeowmmMy Aqw+mien== auxvwrRe rexcearvo xexowaxacLom TBURY 6.OF ILTEerxaerPE EDGER
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste.Place Utter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers dum M1 (j HIGH 10'-0'MIN.
(eg peter,rigs CONCRETE WASHOUTS &NOBA0.5lr''')
wales,ditches,and J None receptacle)on site to contain construction and domestic wastes. LCOHESINLeVE B OR 9TAPLR
perimeter slopes 1. Do not discharge or cement slur from the site. TAW BERM TN/N
3. Locate waste containers atleast 50 feet awayfrom storm drain inlets and surface g slurry SECTION VIEW SOIL BERM A A A HIGH
2. Dispose solid
waste settled,hardenednsat concretearvedifueitaccordance with local 10 MIL COHEGIVE8
(b)High Quality Water None unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. COO C O O PLASTIC LINING LOW FILTRATION
(HQWI Zones J 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in �V �� I:18WE SLOPE SOIL BERM
from upland areas and does not drain directly to a storm drain,stream or wetland. addition he mixer and associated materials on vim barrier and within O� �O `(TYP'1
Slopes hors If slopes are l0'or less In length and are pace[ pervious ';
(c) pen sleeper[ 5. Cover waste containers at end of each workday and before storm events or lot perimeter silt fence. '
3:1 J otsaeeper[han2:1,19daVsare STANDARD SILT FENCE OUTLET 4 0 0 3,6q.. § - �,'pp9;o F-
allowed provide secondary containment Repair or replace damaged waste containers 4. Install temporary concrete washouts per local requirements,where applicable.If an b <0> <0 "o `y Ttx..'9, 0y
-J days for slopes greater than 50 in 6 Anchor all lightweight Items in waste containers during times 0f high winds. alternate method or product's to be used,contact your approval authority for V A�q
length and with slopes steeper than 4l J Empty waste containers as needed to prevent overflow.Clean upimmediately if review and approval.If local standard details are not available,use one of the two xvoes xc000140®nwwdwo dq <U CD ^ m /
-J days for perimeter dikes,swales, - overflow. types of temporary concrete washouts provided on the detail. smnnNeroanwyvenwmreumvwmxewew meson u ./ V V V •
SECTION B•B
(d)Slopes 3:1 to Al 14 ditches,perimeter slopes and HOW B. Dispose waste off-site at an approved disposal facility. 5. DO not use concrete washouts for dewatervng or storing defective curb or sidewalk
Zones B. On business days,clean up a dispose of waste in designated waste containers. s.stormwater accumulated within the washout may not be pumped into or �B
nd
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must NEW STABILIZATION TIMEFRAMES (i
.J days for perim ST eter dikes,swales, PAINT AND OTHER LIQUID WAE be pumped out and removed from project tel Aug.], DRSTAPLEB YPJ
(el Areas with sloe ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. [washouts at leastNelatt from storm drain inlets and surface waters unless i[ 1.ACTUAL LOCATION DETERMINED IN FIELD
slopes can beshown that no other alternatives are reasonably available.At a minimum,
flatter than 4:1 14 .10 days for Falls lake Watershed unless 2. Locate paintwashouts at least 50 feet away from storm drain inlets and surface install CLEARLY LMRKeva,gGE %THE CONCRETE WASHOUT STRUCTURES
protection of storm drain inlet(s) to the washout which could receive SITE AREA DESCPoPnIXe STABRIZAnON TIMEFRAME EXCEPTIONS NOTING OEVICEI
there is zero slope wafers unless no other alternatives are reasonably available, CONCRETE (8'X24"MIN.) SHALL BE MAINTAINED WHEN THE LIQUID
spills or Note:After the permanent of construction activities,an with temporary 3. Contain liquid wastes in a controlled area. Locate washouts
WgBHOUT ANDUCTURE 0 REACHES 76%OF THE
permanen any porary J. Locate washouK in an easily accessible area,on level ground and insaallaslone STRUCTURES CAPACITY TO PROVIDE
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrancedin front the washout.Additional controls may be required he O Perimeter dikes,swaths,mows.slopes T mys Now I ble but in no case longer h 90 calendar days after the last land disturber 5. Prevent the dvtthar soaps, detergents and other liquid wastes from ps y quire by ADEQUATE INCHESHOLDIN OF FREEBOARD.TY
A
practice tartan yea g ge of sod approvmgast one si MINIMUM 121NCHE90F FREEBOARD.
activity.Temporary taccel stabilization shalluntileermanentdound stnertorenderthe construction sites. 8. Install at least one sign the
telfto identify
the washout within the project
isurtace stable against accelerated erosion until permanent groundstabilizationisachieved. limits.Post signageonthewashout itself[°identify this location. TO BECLEARY MARKED WITH
FIONA NEEDS
NrpM1 duality Water(HOW)Imes Tdays Mina �d TO BE CLENIO MARKED WITH SIGNAGE PORTABLE TOILETS 9. Remove leavings from the washout lard at approximately JS%capacity to limit NOTING UCT DEVICE.
GROUND STABILIZATIONsufficiently so
1. Install portable tonau on level ground atleast 50 feet away from storm drams, overflow events.Replace the tarp,sand bags or other temporary structural ABOVE GRADE WASHOUT STRUCTURE
Stabinzethe ground sufficiently so that rain will not dislodge the soil.Use one of the streams or wetlands unless there is no alternative reasonably available.If 50 foot components when no longer functional.When utilizing alternative or proprietary
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. NOT TO SCALE
Permanent n a gravel pad are surround with sand bags. Slopes meeperthan 1:l days rolzpes are 10'Or less in lenpm ana an
with snow or with straw° Z. Provide stakinganchoring f portable toilets Burin periods of high rids or in high 10.Al the completion Of the concrete work,remove remaining leavings and dispose of steeper than CI.M days are allowed.
•Tempora,grass seed covered o nc go Aorta during g g n approved disposal facility.Fill pit,if applicable,and stabilize any disturbance
other mulches and rackiners oMer mulches ard tackifr foot traffic areas. caused by removal of washout. •
anent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. i�
•Polled erosion control products with or ma g Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace I Slags el ar IMI ledays T Wysfor slopes greater than OW In length.
w,Moo,lemPora,grass seed with properly operating unit.
ad straw or other mulch permanent plantings vered HERBICIDES,PESTICIDES AND ROOENTICIDES '
•1Hsnc sheeting with mulch 1. Store and apply herbicides,pesticides and rodenlvddesin accordance with label
ground cover EARTHEN STOCKPILE MANAGEMENTr-------- All onaa areas wit
h nattermane:t le days None except for perimeters and How zones.
restrisufficient to residn erosAn 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodentindes in theft original containers with the
Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which ztz directions for use,ingredients and first aid steps in case of•re and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
.Rolled erosion control products with grass seed bailable. 3. Do not store herbicides,pesticides and rodentici des in areas where flooding is
2. Protect stockpile with silt fence Installed along toe Of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water.If a spill occurs,clean area immediately.
1. Selectflocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials Onsvte.
construction,selecting from the NC OWR List of-Approved PAMS/Flocculgnrs. 4. Stabilize stockpile within thetimeframes provided on this sheet and In accordance
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined
3. Applrflocculants at the concentrations specified in the NC DM List of Approved asvegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND Toes WASTE
PAMS/Flocculants and in accordance with the manufacturer's Instructions. erosion on disturbed soils for temporary or permanent control needs. 1. Create designated hazardous waste collection areas on-site.
4. Provide pondino area for containment of treated stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
offsite. 3. Do not store hazardous chemicals,drums or bagged materials directly he d.
5. Storefl°cculants in leak-proof containers that are kept under storm-resistant cover gge ypnt groan
or surrounded by secondary containment structures.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19
`O�.0 CARQ SHEET 2
�f.� . NOt Fa , REVISION DATE STEWART-PROCTOR EROSION CONTROL DETAIL SHEET
I SEAL = ENGINEERING and SURVEYING STONE CREEK SUBDIVISION
- LICENSE NUMBER P-0148
_z�i 22024 (-_ 319 CHAPANOKE ROAD
;✓,: tom; RALEIGH, NC 27603 PHASE 5
r,.. 'GI10.5.9 •�`' TEL [phone] FAX [phone] LOTS 5 & 6, LOTS 8 THRU 15
5 SP DATE 09-07-21 SURVEYED BY JOB CLAYTON TOWNSHIP NORTH CAROLINA
4%i� SCALE 1"- 60' DRAWN BY: JAT JOHNSTON COUNTY OWNER
05-03-2024 DWG. NO.
REVISIONS ZONED: AR P.I.N. 1677.03-23-9145