NCC242722_Site Plan or Location Map_20240904

EROSIEROSION CONTROL 1-1 S FOR v C N TY MAP J06 NUMBER:
ON (Ili/' L A\1\J Nrs 2 4114
CLUBHOUSE RD.
TRANTHAM SITE DEVELEOPMENT ( EI -02333) A/FQ pOPa\���o 0aH
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0 3RS*
- ERRY JOE ROBERTSON TRUSTEE, SHEREE ROBERTSON SON ID IELO 'BR° GENERAL NOTES:
1. A MANDATORY PRE-CONSTRUCTION
PHIPP TRUSTi^Sry�7'9 JOE , S^ A�i Y ROBERTSON LINING P� DAVIS MEETING SHALL OCCUR BEFORE ANY 6
JL.II���\J Q\\J ll.11 JIIS-"IdJliF9d Q\\J \J.�l JI1K\<1 JIYySJ< Jllk��lJlli[\�\J CONSTRUCTION BEGINS. A REPRESENTATIVE
9 FROM THE CONTRACTORS OFFICE, ODOM
Jy DAVIS, ��T�T,��T��'�� /p��T(`�q ((\�gPIII� 1/ T���T���T���'q" T�K����(y7� NUT ICI ENGINEERING, AND NCDEQ ARO N
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2. CONTRACTOR TO CALL NCDEQ ARO
ROI ERTSON9JAW ROBER` SON9 APR I.
ERICKSON q[��� �(\IE ��T���y-'S ,�(•\,74r/ PR10R 9 LAND DISTURBING ACTIVITYSS
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TO BEGIN.
D.B. 2080 PAGE 2399 DBo :70 J1 \�J o 233 (727) 432o "2 3 PERINSPECTIONS'A SEE DE oAILACTOR IS TO DO SHEET.SELF-INSPECTIONS
4. GRADED SLOPES AND FILLS SHALL BE
PROTECTED WITH A ROLLED EROSION
- \ - - -_ CONTROL PRODUCT IF COMPLETED OUTSIDE
_ A V\ \\\ V �� �., ` - _ - - - - --- THE OPTIMUM GERMINATION SEASONS,\VA
v — — __ WHEN UNFAVORABLE WEATHER CONDITIONS w - N n
`, A �:��� -- --_ - - _ PREVENT ESTABLISHMENT OF VEGETATIVE `A
1 \ \ -„ T - __ COVER. HEREBY CERTIFY THAT THIS
\ _ - -- PLAN AND SPECIFICATION
\ A A \ ! \ _ _ - - LEGEND 5. CONTRACTOR TO CONTACT ENGINEER WAS PREPARED BY ME OR
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V I ( I I ! l _ -- __ IMMEDIATELY UPON DISCOVERING ANY
uNDERMVDIRECT
SUPERVISION AND THAT I AM
V . A V 1 DISCREPANCIES IN THE FIELD NOT SHOWN A DULY REGISTERED
JOEL J MCDANIEL JR & \ \ \ PROPERTY LINE ON PLANS. ARCHITECT OR ENGINEER
I1 „ SHERRY C MCDANIEL A -
/ DB.804 PG.169 A ' - _ DL DISTURBED LIMITS 6. ANY ACTIONS OR COST INCREASE ABOVE STATE UNDFNORTHCWSARo THE
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PIN:0663077390 \ EXIST CULVERT AND BEYOND CONTRACT WITH As SIGNIFIED BY MY HAND
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BY ENGINEER. ANY ADDITIONAL WORK OR
i� 1 ( I I / 1 / I — — $rjQ EXISTING CONTOURS COST INCREASE COMPLETED BY
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Z:\2024\24114- MCDANIEL RD- LAKE LURE- PHIL DAVIS\DESIGN SERVICES\DWG\SITE.dwg, 8/21/2024 11:09:03 AM, _DWG To PDF.pc3

JOB NUMBER:
15A NCAC 04B .0131 SELF-INSPECTIONS WHERE INSPECTIONS ARE REQUIRED BY G.S. 113A-54.1(E), THE 24114
FOLLOWING APPLY:
GROUND STABILIZATION AND MATERIALS HRNDUNG PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE
THE PERMIT 1. Maintain vehicles and equipment discharge fRums. 51e°`"p""'"W"E° (1) THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORD OF THE SITE INSPECTION BY
Impleme01g the details aandGspeciificcatons on this plan sheet WEI result In the construction z quip stored prevent rgeo -
vromdearippansunaeranvstored equipment. _ En,i DOCUMENTING THE August 4,2011
activity being considered compliant with the Ground Stablllzation and Materials Handling tit- - 1 r_ ... g
respectively). 3. Identify leaks and repair as soon a5 feasible,or remove leaking equipment from the �L{i tl 1 FOLLOWING ITEMS:
sections of the NCG01 Construction General Per.(Sections E and F,res I.The project. e!114 el .M.2^' IL„I3i al
permitted shall comply with the Erosion and Sediment Control plan approved by the -�••�d A ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES, AS CALLED Major Elements of DWQConstruction General Permit
delegated authority havingjurizdirtion.All details and specifications shown on this sheet 4. Collect all spentfluids,store In separate containers and properly dispose as �' a -.,41 r.ao..Ld ( )
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). FOR IN A CONSTRUCTION SEQUENCE CONSISTENT WITH THE APPROVED EROSION AND SEDIMENTATION
5. Remove leaking vehicles and construction equipment from service until the problem -•�• ,� �-�• CONTROL PLAN, INCLUDING BUT NOT LIMITED TO SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS, o
SECTION e,GROUND STABIUZATION Has been corrected.
' ' r 1,1,7117,,,,... ..11.4
SEDIMENTATION PONDS, ROCK DAMS, TEMPORARY DIVERSIONS, TEMPORARY SLOPE DRAINS, ROCK CHECK
Ground Stablllallon Tlmernmes 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products
Required marecyclmg or disposal center that handles these materials.
A •-•--^--�- - DAMS, SEDIMENT FENCE OR BARRIERS, ALL FORMS OF INLET PROTECTION, STORM DRAINAGE FACILITIES, This document contains the major elements of the recently-revised North Carolina Division of Water Quality(DWQ)Construction
Stabilize within this >m...w,,.... ENERGY DISSIPATERS, AND STABILIZATION METHODS OF OPEN CHANNELS, HAVE INITIALLY BEEN INSTALLED General Peemit(NCGOQ with emphasis placed on those elements that differ from the previous permit(expiration on August 2, >
Sire Area Description manvraandar rmeframe variations e,ww.r,pkpar=m•nur e„e ()( ) ) ) summary every g P m
days afterceasing UTTER,BUILDING MAMMAL AND LAND CLEARING WASTE AND DO NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB-ITEM (1)(E) OF THIS RULE FROM THE 2011.Since the list below cannot contain details of ev chew,the complete Permit should be used m assure full
land disturbance 1. Never bury or burn wane.Place utter and debris in approved waste containers. LOCATIONS, DIMENSIONS AND RELATIVE ELEVATIONS SHOWN ON THE APPROVED EROSION AND implementation.See:http://portal.ncdenr.org/web/wq/ws/su/construction
la)Perimeter dikes, 2. Provide a sufficient number and she of waste containers le.gdumpster,trash CONCRETE WASHOUT SEDIMENTATION PLAN. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING EACH
swales,d;tche;and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. i[ate wastecontainerscontain st SO constructt an an domestic
mstorm drain inlets and surtace MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL
2. Dispose of,or recycle settled,hardened concrete residue in accordance with local The ma hail site Permit from the the shorter
(b)High Quality Water ] None waters unless nooer alternatives are reasonably available. and state solid wane regulations and at an approved facility.
PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, major change in previous one is
(HOW)zones 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 PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THIS 1) Ground Stabilization. Z erneslo apply ground stabilization such as mulch,wheat straw,or
I0 slopes steeper than If slopes are lo'or less in length and are from upland areas and apes not drain dbealymasrorm drain,stream st wetland. addition place the mixer and associated materials on Impervious barrier and within DOCUMENTATION IS REQUIRED ONLY UPON THE INITIAL INSTALLATION OF THE EROSION AND SEDIMENTATION grasses.The NC laws and idles relating to the Sediment Act require,
3:1 ] teeperthan 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm evenaor lot perimeter silt fence. ins(places,gronndstabilbationwashin2ldays.Based on men
not
provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where a applicable.Iran CONTROL MEASURES, PRACTICES AND DEVICES AS SET FORTH BY THE APPROVED EROSION AND Site Area Stabilization Stabilization Time now
6. Anchor all lightweight items in waste containers during of alternate method or authority
EPA requirementsson and 9-months'
eo&dpotmt with a rmlt advisory group,
-]days rorslopesgreaterman so•ingtimeso g product into be used,contact your approval authority for SEDIMENTATION CONTROL PLAN OR IF THE MEASURES, PRACTICES AND DEVICES ARE MODIFIED AFTER Description Time Frame Frame Exceptions CTAG,the Division dEPAdvlped permit,now contains
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up immediately if review and approval.If ocal standard details arennt available,use one of the two INITIAL INSTALLATION; • Perimeter dikes, ents for cod cover within 14,and in some laces,7 days.
-7 don for perimeter dikes,swales, ovemow. types of temporary concrete washouts provided on this detail. (B) THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPES AND FILLS SHOWN ON THE swales,ditches 7days None requirements gro p
(d)Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewater;ng or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose MA.in designated waste containers. ns.Stormwater accumulated within the washout may not be pumped into or APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, SPECIFICALLY NOTING THE LOCATION AND and slopes
-lo days for Falls Lake Watershed sections.
the Storm drain system or receiving surface waters.Liquid waste man CONDITION OF THE GRADED SLOPES AND FILLS. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY •be pumped out and removed from project. High Quality 2) Building Wastes Handling-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE INITIALING AND DATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY Water H W Ida s None
ditches,perimeter slopes and HOW Zones 1. Do not dump paint antl other liquid waste into storm drains,streams or wetlands. 6. ate washouts at lean 50 feet from storm drain Inlets and surface waters unless It ( Q ) Y
lei Aas with slopes 14 to says for Fails lake watershed unless C. Locate Hoots at so feet away from storm drain inlets and surface can be shown that no other Aer avela Fably available.At minimum, COMPLETING, DATING AND SIGNING AN INSPECTION REPORT; Zones
flattern 4s paint was v install protection of storm drain;met(sl closest m the washout which coed receive • No paint or liquid wastes in stream or storm drains z
there is zero slope waters unless no other alternatives are reasonably available. (C) THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, AND THAT THE INSTALLATION OF THE Ifslo •
slopes 10'or
spills or overflow. Pe O
Note:Afterthe permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground a.install a stone GROUND COVER DOES NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB-ITEM (1)(E) OF THIS RULE) FROM • Slopes steeper less in length and are • Dedicated areas for demolition,construction and other �
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. pad in front or the washout.Additional controls may be required by the THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. SUCH DOCUMENTATION SHALL BE than 3:1 7 days not steeper than bl, wastes must be located 50'from storm drains and streams a
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION 8
activity.Temporary ground stabilization shall be maintained'in a manner to render the construction sites. 8. Install atleast one sign directing concrete trucks to the washout within the project 14 days are allowed. Earth n0 reasonable alternatives available. O
urface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Post s;gnage on the washout itself to identify this location. CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT; Earthen-material stoc Iles must 50'frorm storm en
7-days for slo kP w
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 7M.6 capacity.limit D THAT MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY AND PERMANENT EROSION AND • Slop.3:1 or Y P� O
GROUNDSTABILI2ATI If SPECIFICATION ports grouts y overflow events.Replace the tar,sand bags or other temporary structural ( ) 14 day greater than 50 feet drains and streams unless no reasonable alternatives
1. Install portable toilets ground,at feet reasonably
If SOT, Y
Stabilize megrounasurr<;ennv so that will nom;sloagemeson.use one of the wetlands unless mere is no alternative reasonably available.use root p SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES HAVE BEEN PERFORMED. SUCH flaner available.
techniques in the table below: components when no longer an°struct when utilizing alternative or proprietary in length
streams
grav l ad and
or portable behind silt fence or place produ°:,f°lowmanufacmrer'sinmurnogs, DOCUMENTATION SHALL BE ACCOMPLISHED BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT • Concrete materials must be controlled to avoid contact with
Te.rr•patbiuo rrAalahrab onagravel pad and surround with sand bags. So.At the completion of the concrete work,remove remaining leavings and dispose of GENERAL STORM WATER PERMIT MONITORING FORM MAY BE USED TO VERIFY THE MAINTENANCE AND None
a.m..or mo..or 2. Provide staking or anchoring of portable toilets during periods of high winds or In high approved disposal Fill (THE • All Other areas surface waters,wetlands,or buffers.
n approve pasa y. pit,if applicable,and stabilize any disturbance (except for
.�kdiers ama°grass
foot traffic areas. caused by removal of washout. REPAIR REQUIREMENTS); AND with slopes flatter 14 daYs perimeters and
•.ram alefob such as pm...mil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. (E) ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, than 4:1
^m^•"ram utmze a licensed samtty waste hauler to remove leaking potable toilets and replace HQW Zones) _ 3) Discharges to Federal-listed Waters
pss<ea w.h or •Indms<eairc with properly operating unit.
CORRECTIVE ACTIONS REQUIRED TO CORRECT THE DEVIATION AND COMPLETION OF THE CORRECTIVE - mBm Federally
-listed
�,.as,a.^r.bsm„Im rp..m.,.rtpbno,am..,ea HERBICIDES,PESTICIDES AND RODEMICIDES ACTIONS. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE ."Extensions oftime may be approved by the permitting authority
.clams sheeting stockpile areas at least�.e,epdmbredpuundm e. EARTHEN STOCKPILE MANAGEMENT 1. Store and apply herbicides,pesticides and rodenucides in accordance with label APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN based on weather other site-specific conditions that make compliance • Requirements are the same as in previous permit.
impracticable."(Section 11.B(2kb))
•Amn.mroraf•nema,n 1. show stockpile locations on plans.Locate earthen-material z. score< i
hemmides,pesticides and rodenticiaesinm<o-original containers with me INSPECTION REPORT. A SIGNIFICANT DEVIATION MEANS AN OMISSION, ALTERATION OR RELOCATION OF AN • The permit allows reduction from the 20 acre minimum if
swm ransme,rphasor 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls ;abet,which tins directions for use ingredients and tint aid stepsmcase of EROSION OR SEDIMENTATION CONTROL MEASURE THAT PREVENTS THE MEASURE FROM PERFORMING AS the Director ofDWQ determines that other BMPs provide
and surface waters unless it can..own no other alternatives are reasonably cuaenal poisoning. INTENDED.
•Rol.anon Lomol products..maws seetl vailable. a equivalemprotect n.
Protect stockpile with silt fence Installed along toe of slope with minimum offset of 3. Do not store herbicides,pesticides antl rodentic;des in areas where flooding is
enbtooRYLAMIDFS(PAMS)ANO ebnor0UWrs 2 Protectve fromthe[oeoft fence;In possible or where they may spill or leak into wells,storrnwater drains,ground water 1
T. tel flowulan6[nat ANDare
for the soils being exposed during 3. Pmv;effifroehetoe stone of stocss kpile.nt when feasible. 4 or surface water.If spill occurs,clean area immediately. (2) THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL
construction,.lecting front the NC OwR List of Approved PAINS/Fmccwonts. 4. Sabine stockpile within me timeframes provided on this sheet and in accordance Do nil stockpile these materialsons�t<. PLAN OR AN INSPECTION REPORT, SHALL INCLUDE THE NAME, ADDRESS, AFFILIATION, TELEPHONE NUMBER,
2. Applvtloccuants at or before the inlets to Erosion and Sediment control Measures. with the approved plan and any additional requirements.Soil stabilization is defined AND SIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THE DATE OF THE INSPECTION. ANYCD
4.1 3. Apply flocculants at the concentrations specified in the NCOWo List of Approved vegetative,physical or chemical coverage techniques that will restrain accelerated soaaenoaeonneOXICWASr RELEVANT LICENSES AND CERTIFICATIONS MAY ALSO BE INCLUDED. ANY DOCUMENTATION OF INSPECTIONS ce In v it)Pains/Ro«wnnes and in accordance with me manvfa<mrers;nso-aaions. erosion disturbed sons for temporary or permanent control needs 1. Create designated hazardous waste collection areas on-site. THAT OCCUR ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL OCCUR
4. Provide ponding area for containment of treated 5tormwater before discharging 2. Place hazardocswaste containers under cover Orin seconds I HEREBY CERTIFY THAT THIS
offsite. rycontainment. ON A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE MADE AVAILABLE ON THE SITE. ANY August 4,2011 PLAN AND SPECIFICATION
s. Storefloccuants in leak-proof containers that ore kept under norm-resistant cover 3. Do notsrore hazardous chemicals, or bagged materials directly on me ground. INSPECTION REPORTS SHALL ALSO BE MADE AVAILABLE ON THE SITE. WAS PREPARED BY ME OR
or surrounded by secondary containment structures. Major Elements of DWQ Construction General Permit-Continued UNDER MY DIRECT
(3) THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE FOLLOWING PHASES OF A PLAN: SUPERVISION AND THAT I AM
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 (A) INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES; A DULY REGISTERED
ARCHITECT OR ENGINEER
(B) CLEARING AND GRUBBING OF EXISTING GROUND COVER; UNDER THE laws of THE
(C) COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT REQUIRES PROVISION OF STATE OF NORTH CAROLINA
PART III PART III TEMPORARY OR PERMANENT GROUND COVER PURSUANT TO G.S. 113A-57(2); 4) Inspections 6) Conditions in Erosion&Sedimentation Control Plans. AS SIGNIFIED BY MY HAND
SELF-INSPECTION,R[CORDxEEPING AND REPORTING SELF-INSPECTION,REC PARTIIIORDKEEPING AND REPORTING SELF-INSPECTION,REroRntFEPING AND REPORTING (D) COMPLETION OF STORM DRAINAGE FACILITIES; AND SEAL.
SECTION C:REPORTING (E) COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND • Designation on the plans where the 7 and 14-day ground
SECTION A:SELFINSPERION SECTION B:RECOROKEEPING Same weekly inspection requirements stabilization requirements of the NPDES unit apply
below
are required during normal business hours in accordance with m,table r.Ease planoocumenation 1.octttrrersces that must be reported (F) QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN req Pe ywi
below.When adverse weather or site conditions would cause the safety of the inspection Perm;ttees shall report the following occurrences: EROSION OR UNTIL THE FINANCIALLY RESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OR CONTROL OF Designation on the plans where basins that comply with the
personnelmbeinjeopaA [heists bestela delayed until the business day The approved MSC plan as well as any approved deviation shall be kept on the site.The • Same min aril&in3 inspections after 0.5"min event
inspection v yo" approved E&sc plan run be kept up-to-date throughout the under this permit.
MI Visible sediment deposition in a stream or wetland. THE TRACT OF LAND FOR WHICH THE EROSION AND SEDIMENTATION CONTROL PLAN HAS BEEN APPROVED gauge Per surface-withdrawal requirements o Febe NPDES permit are NOT
which;[ihan safe 1.0 in occursoorm the tsidecofnoon.Inlbusioess hens,storm event spec equalmm The following items pertaining to the E&SC plan snarl be documented m me manner AND THE AGENCY THAT APPROVED THE PLAN HAS BEEN NOTIFIED. IF THE FINANCIALLY RESPONSIBLE located.
greater than 1.Oinch occurs outside of normal business hours,the self-inspection shall oe described: (b) Oil spills if: • Inspections are only required during"normal business FOR
performed upon me commencement of me next business day.Any time when inspection: PARTY HAS CONVEYED OWNERSHIP OR CONTROL OF THE TRACT OF LAND FOR WHICH THE EROSION AND !�
were delayed shall be noted r the Inspection Record. • They are 25 gallons or more, hours' CONSTRUCTION
SEDIMENTATION CONTROL PLAN HAS BEEN APPROVED, THE NEW OWNER OR PERSON IN CONTROL SHALL Inspection po g 7) Building Wastes Handling
__ _ • They are less than 25 gallons but cannot be cleaned up within 24 hours, • 1 tionre ns must be available on-site durin
• They cause sheen on surface waters(regardless of volume),or CONDUCT AND DOCUMENT INSPECTIONS QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND g B
w Each EaxmeaRm has Men lnsullee �a.EARmeasurealacoa COVER SUFFICIENT TO RESTRAIN EROSION. business hours unless a site-specific exemption is
a•^' -p..aa '•^r'"er"•`au'ar mcamyaedarfran the corrode.date • they are within 100 feet of surface waters(regardless of volume). approved.
aw^e', are "a• raise relative elevations cotau each HISTORY NOTE: AUTHORITY G.S. 113A-54; 113A-54.1(E); • No paint or liquid wastes in stream or storm drains vv._r_nCATION
mown on the aim..MD nail lal Releases of hazardous in excess or reporfablequa or Section
under section col EFF. OCTOBER 1, 2010. • Records must be kept for 3 years and available upon
tea ' �yy°q Egxm,;s,"°sas,�` ormeaean Water Ant(Ref:ao cvR uoa and eo cFR 117.3)orsemon viz ofcERCLA - request. • Dedicated areas demolition,construction and other �1
E saw. 5zvM uraaa2 maas.d Osso,mud (Ref:40 CFR 302.4)or G.S.143-215.85. • Electronically-available records may be substituted wastes located 50'from storm drains and streams unless 1`0
rnr'0k h s um•^^a••a Pan In ra^^mrmr^g Pmip installation. under certain conditions. Y z
o YI L•sc a Ibl Apn.e°er•al,rg nasbeen mmpema. are artvOO5e ypmvee a&sc Al Anticipated bypaszezand unanticipated bypasses. • no reasonable all stockpiles
available. II.rr)
Plan or omdete a and•n m inspection Earthen-material stockpiles located 50'from storm z
am•aa ompletlm tithe drains unless no reasonable alternatives available. CV I}
mieias. to Noncompliance wahine conditions of this permit that may endanger health or me 5) Implementation of New Permit Conditions z
aar.:.�:•'•a,.°�::":;:a �u,. wcrauna cavemlartee and installed m date acaPyene apprized rest environment. • Concrete materials must be controlled to avoid contact i z
a vst.d..mra••a•.�vmme... and
and en an Inspection with surface waters,wetlands,or buffers. S
N r.^ads •.• P� ma with me aPrp.a rest compliance with aamvea • Projects permitted under the previous permit can t:E
...weer u„4er, In report eo.rdirtec 2.Reporting rmeframM and Other Requirements `�
o ,,,, ram cover specifications. continue to follow the previously-permitted conditions. - p
' After a permitted becomes aware of an occurrence that must be reported,he shall contact
rd.soadhearse"pen a heleeeg ei wpm,at goannevest opinion ace la r MI The
all MSrn se Complete...masn,mnme°Ira tart. me appropriate Division reg;onalofnce within me timeframes and in accordance with me • Complete applications received prior to August 3,2011 8) Sediment Basins 0 I- p
other requirements listed below.Occurrences outside normal business hours may also be u, Ii
.• " _ .en Performed. rc. can follow conditions of approved application. Z
'^ reported to the Division's Emergency Response personnel a[(800)fifi2-]956,(800)
N 1�I m..al,r am M1a.e been t#a, ar.aeoPy°tl.e ypmved E&sc 858-0368 or(919)733-3300. • Applications received after Au st 2,2011 must comply • Outlet structures must withdraw from basin surface (n W w
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to annams�n complet.date and dim an mpeetien
he ,�^ ..mu•p,.•e,m.r.w.rds rreport f...mvedicat the compmrr of the _ with new permit conditions. J 0- z
unless drainage area is less than 1 acre. � �
a wrew�.ryr•.a..a..ae•na..•ar.e.•,.,a (al VAN 5edlmNx •mooning
Wheene•h t,noffal ereleect m am other llen. .a.vs - • only Q-PP a 0 V
Use DW a roved flocculants.
u•e, •..r..�r„r•a..Lrrr.,• R.Additional Documentation
WM.rwwtmrmr.arepertma rona."Msniieioo°Mlle p W W
O aliyw . n addition to the MSC Plan documents above,the following items shall be kept on the dn•m rwetlne waive may thercquirme,n f.a*lensoeerpa •In order for the E&SC Plan satisfy the conditions of the Construction General permit,it must identify areas where the ground stabilization requirements apply and the F- 1-1-1
site
f.r•. and available for t all times duringnormal business hours,unless the •area stream
branded neNrapamllla as rcd wrpmim location of the basins where the surface-withdrawal requirements apply. ZO J
e..•a`I tan.• a., .p•nni.s.rr cwm�l(d d• o..e r q meet provides ticaleohc exemption based on q site conditions that make this relate ee ma additional U W O
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a TOgeo smaismon Mariana ` GI Thisgene al permit as well as the certificate of coverage,after it received. Ldaarrm impaired-waters comet..
mal ipi cure corrnvllme- O Z
•••.m vu ram. (hi ill spills and O IiJ
ol'unr^.a..a.r r,.m•...e (b) Records of inspections made during the previous 30 days.The permitted shall record mielle pf Ishall rala°einlo lh the federal xnlwrie a ear,bme,I...volume aria Document prepared by the Division of Water Quality 2 2 ~
the required observations on the Inspection Record Form provided by the Division or •rabsan�r mot.
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a s;m;larinspect;on form that includes all the required elements.Use of 101 dee above
..........................tl • electronically-available records in lieu of The required paper copies will be allowed if IclAmmpee dopir¢r roedvtdirVr/a•i••e dm•gf t. •
ec
Fear•paaia + r.•n . shown to provide equal access and utility as the hard-copy records. Inases[4a CFR The nanntasIncludeanra eMeeation af ,..wee Quality and L W
NOTE:The rain inspection resets the required]calendar day inspection requirement. (c) All data used to complete the Notice of Intent and older inspection records shall be 1l]41(minll •e%ea de ehaws. Q
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lei Unameiwae •uttse rrimm,an oral orelertmnrnotuuaaa,.
/ tied fora period of three years after project completion and made available Imams NDCr. •uaAle rcabrderdep arepm that includes an evaluation er the = J
3 P request.140 CFR 122.411 12241m1011 defkb°<ebmass. W
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1 1 \ \ I I I / KtDANIEL \ \ \ \ \ \ / / / / / / / I I HEREBY CERTIFYTHATTHIS
I \ I 1 1 1 I \ '\ \ \ \ \\ 1 \\ I I I I 1 1 / \ SJOEL J HERRY C MCDANIEL L& \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / \ / / / / WAS PREPARED BY ME OR
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N — — / / / / / / / / I I I I EXIST.I SILT FENCE ROBERTSON LIVING TRUST,APRIL DAVIS, PHIL
II \ \ \ \ 1 \�' Q DAVIS,STEPHEN ROBERTSON,DAWN ROBERTSON �� 0 —
N ( / - �_\ / l / /l / / / 1 / I IIIIIII IIIIIII I\ \ l \ \ \ \ I I I \ \ \ PIN: BGPG2159 _ `� o �_
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/ / 1 1 1 1 1 I I 1 \ 1 \ \\ \ \ \ \ \ \ I I I I I 1 I \EXIST.GRAVEL \\ AliiiI \ / / /, CT Zc \ I \ -- \ \\ \ —/ / / / / / / / / / / I I I I 1 I 1 I I \\ \\\\ \ \ \ \ \ \ \ I1 1 I 1 1 I I DRIVE, \ I \ \ \ \ RONALD SELLERS DALTON lG OO 44/ (1 &MARY ANN DALTON 0_
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8
Z:\2024\24114- MCDANIEL RD- LAKE LURE- PHIL DAVIS\DESIGN SERVICES\DWG\SITE.dwg, 8/21/2024 11:09:13 AM,_DWG To PDF.pc3

Iw" ------ / JOB NUMBER:
I I I EXIST 30" HDPE \ \ \ I I 1 I I I / /// \ 2411 4
II /
I
I I I I I I \ I \ PROPOSED INLET PROTECTION 1EE SHEREE I I I I I I / PHASEICONSTRUCTION SEQUENCE
TRUS SHIREEY I I I 1 / I I
\ TSON JOE & PHII I /
I AFTER OBTAINING A Ltl ER OF APPROVAL FOR THE
I \ ROGER uSTEE VIS, a
I I I \ \ \ `EXIST. SILT FENCE i EROSION AND SEDIMENT —
�_ PERRY 15� PHIPPS 1R S-( IsPRWNDROBERISON I / / ENT CONTROL PLAN,FILE ONLINE AN
\ ROGER
/ co
/ / / / / / / I / I ELECTRONIC-NOTICE OF INTENT(E-NOI)TO OBTAIN A
I ROBERSZEPHEN ROBERTSON OA CERTIFICATE OF COVERAGE UNDER THE NPDES >-
i 1 � I \ \
II I \ PROPOSED SILT FENCE I !x7 VIS, 0 159 / / / STORMWATER PERMIT NCG01 000.
\ �� a �� DB.208 POg 47 / / / / / / I I \ \ ,_- _-_- __ / WHENOPROJECNTACT T�SISCHEDUOLEDTOBEGR AT INN((828) ILLS)\ \ �� ���n��TM �� �Q PIN'.066305 / 296 4500
\� 3. NO GRADING ACTIVITIES ARE TO BE PERFORMED
\ J ,J ® �� 4Q� •
\ 1 I / / / / I \ -DURING WET WEATHER OR PREDICTED WET WEATHER. / /
STRUCTION ENTRANCE �� I / / / - - - -
I O 4� \ 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
�� �� ��i A J 1 5. INSTALL SILT FENCE AS SHOWN.
p I ] �� �- F _� �I 1 / / / - -__- 6. INSTALL TEMP.CLEARWATER DIVERSIONS. / /
I d �� �L S ,, 2O \ 7. INSTALL CULVERT PIPING ALONG WITH INLET
1 I W�, �` ��� �� O / I PROTECTIONS. A
,� 8.ONCE SLOPE AREAS HAVE BEEN GRADED TO FINAL z
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\ \ \ �� PERRY JOE ROBERTSON TRUSTEE, SHEREE 9.ALL REMAINING AREAS TO BE SEEDED.
0. LOCATE ALL PORT-A-JOHNS AT LEAST 50 FEET FROM n
ROBERTSON PHIPPS TRUSTEE, JOE & SHIRLEY UI
EXIST. SILT FENCE �� / ALL STORM SEWER INLETS OR WHERE IN THE EVENT OF 0
\ROBERTSON LIVING TRUST, APRIL DAVIS, PHIL
I \ U WATERS OF THE UNITED STATFAILURE OF THE WASTE OS REACH SURFACE
i I I I I I \ \ \ Q DAVIS,STEPHEN ROBERTSON,DAWN ROBERTSON
I \ \ \\ \ \ \ I II I I I I I I \ h, DB.2080 PG.215f�MP. CLEAR / 2.THE SITE MUST BE STORM READY BEFORE ANY
I PIN: 066305968 WATER DIVERSION
\ BERM #1 EXTENDED BREAKS IN CONSTRUCTION ACTIVITIES
\ EXIST. GRAVEL INCLUDING WEEKENDS.
DRIVE ` --13.AFTER ALL GRADING 15 COMPLETED,CLOSEOUT MAY
I I I I I I j RONALD SELLERS DALTON �� � BEGIN.
I I Iin
& MARY ANN DALTON
PROPOSED SILT FENCE � � � � � � CLOSEOUT:
I, I I WITH J HOOKS PIN:D 663160 PG.751 /56629 /� ONCE AREA HAS REACHED THE POINT THAT
I VEGETATION HAS BEEN ESTABLISHED,CONTRACTOR TO
I I I =I // BEGIN FINAL CLOSEOUT OF PROJECT.
I I I / ) I s n / / / / -2.SEED ANY BARE AREAS WITH PERMANENT SEEDING.
I 1 / / // HEREBY CERTIFY THAT THIS
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5.
IMUM
I� VARIABLE AS DIRECTEDXBV HE ENGINEER S EEL POST Hogs
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HARDWARE CLOnt ON WIRE FENCE
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ES
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NEVER IN AREAS OF CONCENTRATED ROW. STEEL POST ,� -
2)OVERLAP 12 INCHES WHEN SPLICING FABRIC. WOVEN WIRE FABRIC SIDE VIEWII 3)FOR REPAIR of SILT FENCE FAILURES USE NEW
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EMIT,.S 4)INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK EMIT,.Pomp, �
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FENCE
SFT BETWEEN FENCE FABR
REPAIR
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5)SHOTLDSTHE FABRIC OF A SEDIMENT FENCE COLLAPSE, �i.Op�. ;`..M {,�L_•._ ---'II II"It rll-.l1.1
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6)REMOVE SEGMENT DEPOS TS AS NECESSARY TO eP .* - m II Ra F R
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT COMPACTED FILL FILTER FABRIC UNDER STONE - JT _ 0=•
-
RAN AND TO REDUCE PRESSURE ON THE FENCE. J i 1 -
DURING CLEANOUTTAKE CARE TO . UNDERMINING THE FENCE 6'MINIMUM COVER OVER SKIRT CROSS SECTION �rr - _I C HOLM - _ f__
7)REMOVE ALL FENCINGMATERIALS AN UNSTABLE �+ a"MINIMUM ACROSS TRENCH C I BURY WIRE FENCE,HARDWARE CLOTH, "-" 0
SEDIMENT DEPOSITS ANDBRING THE AREA TOGRADE 5IDE VIEW « 80 MINIMUM
PROVIDE A RRRIC UP OTHER SIDE NATURAL
GROUND FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO
AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGETHE TRENCH C-
AREA HAS BEEN PROPERLY STABILIZED. E
ANCHOR SKIRT AS DIRECTED BY ENGINEER
STANDARD CONSTRUCTION ENTRANCE RIP-RAP o
STANDARD TEMPORARY SILT FENCE HEADWALL STANDARD SILT FENCE OUTLET LNI
0
CLASS B ::::::. -e.f::� IRE INVERT,36"PIPE
RIP-RAP i`!I1IiiJf4 '
�iii.::11614 14.
� • jape, PERMANENT SEWING SEED BED PREPARATION:
MAINTENANCE PLAN . 0 0.0*
o...�••••••••, GRASS-LINED CHANNELS r. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO
-•
-•••-•-�-� KENTUCKY BLUEGRASS 20 LB/AC PLAN.
Z-- -A••�•i•• RYE(GRAIN) 40 LB/AC 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
�r I. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY WA TOPSOIL 3"DEEP.TOTAL SEEDBED PREPARED DEPTH SHALL BE 4'-6"DEEP.
- ? _ LIME RECOMMENDED RATE PER SOIL TEST
/ RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE 3. LOOSE ROCKS,ROOTS,AND OTHER OBSTRUCTIONS SHALL BE REMOVED
\\ ��i,,�� _.. 10-10-10 FERTILIZER RECOMMENDED RATE PER SOIL TEXT
,Ilrst - IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. STRAW 4000 LB/AC FROM THE SURFACE 50 THAT THEY WILL NOT INTERFERE WITH >
FILTER BERM ,CDOT ESTABLISHMENT AND MAINTENANCE OF VEGETATION.SURFACE FOR FINAL W1 ,- <Y M 7 M1 f0
2. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT O.5'DEEP AT THE FENCE. THE #5 OR#57 ASHED ALL OTHER SURFACES SEEDBED PREPARAnoN,AT FINISH GRADES SHOWN,SHALL BE
��\ e'-_ STONE REASONABLY SMOOTH AND UNIFORM.
„w+raL.no„m „=s \ ' SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. Y TALL FESCUE 100 LB/AC 4. IF NO SOIL TEST IS TAKEN,FERTILIZER AND LIME TO BE APPLIED ACCORDINGI HEREBY CERTIFY THAT THIS
p SWITCHGRASS 5LB/AC PLAN AND SPECIFICATION
TO THE SEEDING SPECIFICATIONS.IN ADDITION,PROVIDE 15 LBS/1,000 SF
4 SPLITBEARD BLUESTREAM 10 LB/AC OF TEST TAKE. WAS PREPARED BY ME OR
3. ENSURE TEMPORARY SEDIMENT TRAP 15 CLEARED ONCE SEDIMENT REACHES CLEANOUT MARK. LIME 4000 LB/AC UNDER MY DIRECT
5. IF SOIL TEST IA TAKEN,PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL
TRACKING RIP-RAP HEADWALL,1'MIN HEIGHT NATURAL 10-10-10 FERTILIZER RECOMMENDED RATE PER SOIL TEAT TEST REPORT. SUPERVISION AND THAT I AM
4. ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY ACCORDING TO SPECIFICATIONS IN THE VEG-ETATIVE FROM ROAD SHOULDER GROUND STRAW 4000 LB/AC G. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH SOIL A DULY REGISTERED
PLAN TO MAINTAIN A VIGOROUS,DENSE,VEGETATIVE COVER. DURING SEEDBED PREPARATION. ARCHITECT OR ENGINEER
TEMPORARY SEWING UNDER THE LAWS OF THE
1' 3' STATE OF NORTH CAROLINA
GENERAL NOTES: "SOIL TEST 15 REQUIRED FOR SITES WITH OR ADJACENT TO STREAMS
F,� SUMMER(MAY 15-AUG 15) AS SIGNIAFND SEAIED BY L.
MY HAND
.„,„T ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION. FLAG OR OTHERWISE DELINEATE AREAS NOT TO 2' GERMAN MILLET 40 LLB/A GRADED SLOPES AND FILLS:
B/AC
y e BE DISTURBER EXCLUDE VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE NATURAL \ FALL(AUG 15-DEC 1 5) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
/ VEGETATION. 1.5' RYE(GRAIN) 20 LB/AC ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR ADEQUATE EROSION
CONTROL DEVICES OR STRUCTURES.IN ANY EVENT,SLOPES LEFT EXPOSED
' 2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES,VEGETATION,MUCK,ROOTS,OR OTHER OBJECTIONABLE WINTER/EARLY SPRING(FEB I -MAY 1 5) PLAT WITHIN 15RAYS OFR VIDPLETIOHN GROUNDOF ANY PRASE OF DEGVICES, BE NOT
NCDOT#5 OR#57 LASS B RIP-RAP RYE(GRAIN) 120 LB/AC PLANTED OR OTHERWISE PROVIDED WITH COVER,DEVICES,OR
MATERIAL THAT WOULD AFFECT THE PLANTED STABILITY OF THE FILL. STRUCTURES SUFFICIENT TO RESTRAIN EROSION. FOR
r°kai u+o o Fwsi' WASHED STONE KOREAN LESPEDEZA' S0 LB/AC
3. PLACE FILL IN LAYERS NOT TO EXCEED 6"IN THICKNESS AND COMPACT THE LAYERS AS REQUIRED TO TO REDUCE EROSION, LIME RECOMMENDED RATE PER 501E TEST
GROUND COVER: CONSTRUCTION
CONTOUR FURROWS SLIPPAGE,SETTLEMENT,OR OTHER RELATED PROBLEMS. ROCK PIPE INLET PROTECTION 10-10-I D STRAW RECOMMENDED RATE PER SOIL TEST
4000 LB/AC AGROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR
SURFACE I OTHERWISE PROVIDED WITHIN 15 WORKING DAYS ON THE PORTION OF THE
ROUGHENING 4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES FREE OF SEDIMENT AT ALL TIMES. NTS 'ONLY USE THE ANNUAL KOREAN LESPEDEZA(KUmmerow,a et,palaceae) PROJECT AREA WHICH FURTHER ACTIVE CONSTRUCTION 15 NOT BEING
DO NOT USE SERICEA LESPEDEZA(Lespedeza cuneata) UNDERTAKEN.
5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION TO RETAIN WATER,INCREASE CONSTRUCTION SPECIFICATIONS ��
CONSTRUCTION SPECIFICATIONS INFILTRATION,AND FACILITATE VEGETATION ESTABLISHMENT. 1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION SEEDING PROCEDURES: RNQCDRRD MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES AS M U
FILL SLOPES AND DISPOSAL OF SPOIL I") z
1.Place III slopes in lifts not to exceed 6 inches and C. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL GRADING IS COMPLETED ON EACH AREA.APPLY 2. INSTALL THE CLASS B OR CLASS 1 RIP-RAP IN A SEMI-CIRCLE I.APPLY SEED,AT THE RATES ABOVE,IN TWO INTERSECTING BE MULCHED ONS.
RAKE IN LIGHTLY. LAWNS: C'V
AROUND THE PIPE INLET. THE STONE SHOULD BE BUILT UP HIGHER 2.DO NOT SEED AREAS IN EXCESS OF THAT WHICH CAN BE MULCHED ON SAME DAY.
make sure each lift is properly compacted. TEMPORARY MEASURES ON ALL GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15 WORKING DAYS ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM 3.DO NOT 50W IMMEDIATELY FOLLOWING RAIN,WHEN GROUND 15 TOO DRY,OR DURING Z
2.Ensure that the face of the slope consists of loose, OR 90 CALENDAR DAYS. CREST WIDTH OF THE RIP-RAP SHOULD BE 3 FEET,WITH A MINIMUM WINDY PERIODS. EXISTING LAWNS THAT ARE DISTURBED SHALL BE O SPECIFICATIONS:
ACCORDING TO
ompacted fill 4 to 6 inches deep. 4.ROLL SEEDED AREA WITH ROLLER NOT EXCEEDING 1 12 LBS. THE ABOVE SPECIFICATIONS WITH THE FOLLOWING SPECIFICATIONS:
sing any appropriate p BOTTOM WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, I. ONLY REBEL FESCUE SHALL BE APPLIED. L_-I
3n Groove a to implement that can 5.IMMEDIATELY FOLLOWING SEEDING AND COMPACTING,APPLY MULCH TO A THICKNESS OF
be safely operated on the to Do not make BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF THE EMBANKMENT 2. DO NOT USE ASPHALT EMULSION TACK COAT. `� i.
y opera slope. grooves 5/5 INCHES. MAINTAIN CLEAR OF SHRUBS AND TREES 0
less than 3 inches deep nor than 15 inches apart. OR DIVERSIONS. G.APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. O O
4.Do not blade or scrape the final slope face. 3. A 1 FOOT THICK LAYER OF NCDOT#5 OR#57 STONE SHOULD BE SATURATE TO 4 INCHES OF SOIL. LL Z K
PLACED ON THE OUTSIDE OF THE RIP-RAP. 7.IF SOIL AMENDMENTS ARE TO BE USED,RECOMMENDED SOIL TEST BE CONDUCTED
CUT SLOPES AND UNGRADED AREAS THAT HAVE BEEN 4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
N r n
CLEARED AND GRUBBED OUTSIDE OF THE STONE HORSESHOE 18 INCHES BELOW NATURAL Q M I- �+ ,
SEED PROTECTION: J
1.Roughen cut areas to shallow grooves ibyp normal GRADE. a
tilling,disking,harrowing,or a of a cultipacker- 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,FILL I.IDENTIFY SEEDED AREAS WITH STAKES AND STRING AROUND AREA PERIPHERY.SET STRING C
seeder. Make the final pass use
any such tillage DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS,COMPACT JO I""F_J
implemento HEIGHT TO 6 INCHES. -J n the contour. AREA PROPERLY,AND STABILIZE WITH GROUND COVER.
2.Make grooves formed by such Implements close 2.COVER SEEDED SLOPES WHERE GRADE 15 4 INCHES PER FOOT OR GREATER WITH EROSION F LyJ
together(<10 inches)and not less than 1 inch deep. FABRIC. ROLL FABRIC ONTO SLOPES WITHOUT STRETCHING OR PULLING. Z 0 I-
3.Excessive roughness is undesirable. 3.LAY FABRIC SMOOTHLY ON SURFACE,BURY TOP END OF EACH SECTION IN 6 INCH DEEP 0
1 f
Immediately seed and mulch roughened areas to obtain EXCAVATED TOPSOIL TRENCH. PROVIDE 12 INCH OVERLAP OF ADJACENT ROLLS. BACKFILL Q 1 1
optimum seed germination and growth. Periodically check TRENCH AND RAKE SMOOTH,LEVEL WITH ADJACENT SOIL. Z LLJ
the seeded slopes for rills and washes. Fill these 4.SECURE OUTSIDE EDGES AND OVERLAPS AT 36 INCH INTERVALS WITH STAKES. 0 CIareasslightly above the original grade,reseed and 5.LIGHTLY DRESS SLOPES WITS TOPSOIL TO ENSURE CLOSE CONTACT BETWEEN FABRIC AND L�
mulch as soon as possible. SOIL. w -
6.AT SIDES OF DITCHES,LAY FABRIC LAPS IN DIRECTION OF WATER FLOW.LAP ENDS AND V)
EDGES MINIMUM 6 INCHES.
1 CO
TEMPORARY&PERMANENT SEEDING SPECIFICATIONS+SEED BED PREPARATION NOTES = UI
f 5,-Pm.
(TYP.) H-
T SILT RIPARIAN BUFFER SEEDING RIPARIAN BUFFER CONSTRUCTION SEQUENCE Z a
III-III mil mill-III-III -- FENCE SUMMER(MAY 5-AUG 5) IF DISTURBING WITHIN POND OR STREAM BANK,PLACE TOE PROTECTION J
- INDIANGRASS(SORGASTRUM NUTANS) 5 LB/AC BOULDERS OR RI PRAP PRIOR TO SEEDING.SET BOULDERS/RIPRAP AT I�
-- LITTLE BLUESTEM(SCHIZACHYRI UM SCOPARIUM) 15 LB/AC ORIGINAL TOE OF BANK.BACKFILL TO ORIGINAL PROFILE.SEE DETAIL 1 I
ON SHEET I3 FOR RIPARIAN REPAIR DETAIL.
qI II c� T _ FALL(AUG 15-DEC 1 5)
Ol.___ Yll IIII TIC SOIL/JEE�MEN ---Lj, VIRGINIA VJILDRYE(ELYMUS VIRGINICUS 15 LB/AC 2. SEED DISTURBED AREA WITH RIPARIAN BUFFER SEED MIX
11rvC STOCKPILE AREA - WINTER/EARLY SPRING(FEB -MAY I S) 3. PLACE CI 25BN BIODEGRADABLE EROSION CONTROL MATERIAL OR „� '�
ENGINEER APPROVED EQUIVALENT FROM
IIIII - VIRGINIA WILDRYE(ELYMUS VIRGINICUS) S LB/AC
11�1C WETLAND 4. DRIVE PILOT HOLES FOR LIVE STAKES ON 5'TRIANGULAR GRID,PLACE LIVE b {
APPROX. 5 O Lio SHALLOW SEDGE(CARER LOR DA 0 LB/AC STAKES PERPENDICULAR TO SLOPE,WITH AT LEAST'T UNDERGROUND AND rI, 6'SS
.. -II BUDS UP.TAMP SOIL AND WATER AS NECESSARY U
-, ORIGINAL GROUND SURFACE / LIME RECOMMENDED RATE OR 2000 LB/AC i-I m E
y 10-10-10 RECOMMENDED RATE OR 750 LB/AAC •r '"
5 STRAW 4000 LB/AC i.n
CO NOTES: RECOMMENDED LIVE STAKE SPECIES O WWJ a a e.z
1. SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE, OR IF BUTTONBUAH(CEPHALATHUS ACCIDENTAL'S)
STOCKPILE AREA IS LOCATED ON/NEAR A SLOP THE SILT FENCE IS TO EXTEND SILKY DOGWOOD(CQRNUS AMAMUM)
RED OSIER DOGWOOD(CQRNUS SERICEA C.STOLONIFERA)
ALONG CONTOURS OF THE DOWN-GRADIENT AREA. BANKERS DWARF WILLOW(SALIX COTTETT1)
2. IF STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, TEMPORARY2
STABILIZATION MEASURES MUST BE IMPLEMENTED. RIPARIAN BUFFER SEEDING SPECIFICATIONS+NOTES
3. SILT FENCE SHALL BE MAINTAINED UNTIL STOCKPILE AREA HAS EITHER BEEN
REMOVED OR PERMANENTLY STABILIZED.
J-NOOKS
4. THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS IS WEEKLY SCALE: N.T.S.
When a dlvere,on or perimeter control silt fence Ie Iretalled in the INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT REMOVAL. -
dlrect,on of a slope,a 20 foot length of fence should be turned In,
across the slope,at regular intervals(I 00 feet)to create a"J"-hook. DATE: 07/21/24
These•s'-hooks ace as check dame,controlling the velocityof the TEMPORARY STOCKPILE AREA
DRAWN BY: JCW
averted runoff as It travels
along the fence.
CHECKED BY: DWO
PROJECT MGR: DWO
SHEET:
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