NCC232385_Site Plan or Location Map_20230809

NOTES:
8. THIS IS NOT A BOUNDARY SURVEY.
1. OWNER: DON WILLIAMS SEE P.C.R,SLD.210 FOR COMPLETE BOUNDARY INFORMATION. -(H CAR°
MAINSTAY CONSTRUCTION,INC. .. C�
OPD COINJOCK BAY PO BOX 429 9. SEE SHEET 3 OF 3 FOR EROSION 8 SEDIMENTATION CONTROL ON FUTURE CONSTRUCTION. -.()Q•OFE.SS/O'.'•...
1iR MOYOCK,NC 27958 ,i f,
51�°� D.B.1608,PG.540 REMEDIAL ACTION 79 t 4:E
AREAS 109 AC CONSTRUCTION SEQUENCE o ��°'
2. DEVELOPMENT AREA:10.27 AC SURN;
MP` 3. REMEDIAL ACTION AREAS: ROAD CONSTRUCTION 34743 SF 1. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS AND ALL SILT FENCE TO PREVENT OFF / 9SON 4 413V.
5 SITE SEDIMENTATION.
LOT LINE SWALES 20683 SF
FILLED DITCH 5072 SF 2. PERFORM GRADE WORK AND INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
LOT3DISTURBANCE 18058 SF
LOT 4 DISTURBANCE 29738 SF 3. PROVIDE GROUNDCOVER IN ACCORDANCE WITH DETAIL MARKED'EROSION CONTROL MEASURES,THIS
9. _SITE LOTS DISTURBANCE 286285E SHEET.
LOT 10 DISTURBANCE 19878 SF c
1547785E(3.55 AC) 4. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES AND REPAIR AS NECESSARY FOR S
THE DURATION OF REMAINING HOME CONSTRUCTION. -
4. FUTURE DISTURBANCE: 8.14 AC `�
TOTAL DISTURBANCE 9.69 AC 5. REMOVE ANY REMAINING CONTROL DEVICES. Z E
== E
5. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. FQ E I.0 G
6. THE PROPERTY IS LOCATED IN FLOOD ZONES"X","SHADED X°,"AE(31","AE(4')",8"AE(5')"AS 1
SHOWN ON FLOOD MAP PANELS 3720894600L 8 3720894800K,DATED DECEMBER 21.2018. �j,6. Z
SUBJECT TO CHANGE BY FEMA.
VICINITY MAP 7. THERE ARE NO RECOVERABLE N.G.S.MONUMENTS WITHIN 2,000 OF THE SITE. i w H 0
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NOW OR FORMERLY // OWNER:
MAINSTAY CONSTRUCTION INCJ ANNA L.LOTTB NICHOLAS A.PERRY BBETH EADS /N ILF
D.B.1808,PG.540 I ERIC P.LO7T DB.1684,PG.99 I I = Q
O.B.1688,PG.535
D.B.1B88,Po.552 I (LOT SOLO POST CONSTRUCT/ON) (LOT SOLD POST CONSTRUCTION)
I (LOT SOLD POST CONSTRUCTION) Q
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LOT 1 LOT2 ±10.60 AC 110.60 AC t f0.60AC t f0.B0AC t f0.60 AC t 10.65AC / m DATE
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NOW OR FORMERLY NOW OR FORMERLY I NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY p it/ O �7 BO
LAUREN ELISSA COOPERS I LANE P.V/NESB I GALLOP MEMORIAL R/VERCREST HOMES INC FORESTSTANTON JONES K o
CHIRAL LAMBERT SALLY A.RODRIGUEZ HOLDINGS.5 O.B.1452,PG.533 O.B.174,PG.756 2 I A cc r = .8 p
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WETLAND SYMBOL ]IIILS _�- CARATOKE HIGHWAYPROPERTY BOUNDARYCvxTBM-MAGNAIL G ?aNC GR/D U5153(R/W BYMONUMENTAT/ON) PROPERTYBOUNDARYPER P.C.C2, n;`pN 972,132..27aFT ��al SLD.281 NOT SURVEYED OU DATES E2,890,780.SZaFT INEPROPERTYBOUNDARYALAIS ,6 ELEV8.81'NAVD BB �, SHOREL/NE NOT SURVEYED THIS DATE5iN� „WADJACENT PROPERTY LINESq¢'�
--- PROPERTY TIES ---------- c E
RIGHT-OF-WAY B
15'DRAINAGE EASEMENT - - E g m
c
0 24'ACCESS EASEMENT(OTTER LOOP) - - - -
T° WETLAND LINE ._..._.._..._..._..._.._..._ 0
EXISTING DITCH --_• MIMEOvo
1. NEW DITCH - ' - ' - ' - ' - 42
3 EDGE OF GRAVEL OB NO. m 8
SILT FENCE X X X 48029
SCALE 1'=60' 'i,'o
NOTE
o o 00 00 0
DATUM N07
12O' VERTICAL GRID
NAD
A=NAND D 8A271CNE/WORK. APPROXIMATE
F O 60' STORM PIPE C CZO
SHEET NO. �E
3
L 1 OF

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH PART III PART III PART III
EQUIPMENT AND an MAINTENANCE ORRICE CONCRETE va n qa CLLAL ay,�
THE NCGOI CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of Fluids. sr x SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING N CgRO"ore
Implementing the details and specifications on this plan sheet will result in the construction 2. provide dripder an storedequipment. _ - O•••* "•X 4
pans tin y _ ESS/
activity being considered compliant with the Ground Stabilization and Materials Handling SECTION A:SELF-INSPECTION SECTION e:RE[ORDNEEPING SECTION C:REPORTING 4•: Q p �- e
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the _ _ '�'�� O
secflonsof the NCGOI Construction General Permit(Sections Eand F,respectively).The project. .11;' nee--N2o eeY 10 sE "! 117��- Self-inspections are required during normal business hours inaccardanre with the table I.E&SC Plan Documentation I.Oaurrences that Must be ReportedC. Z
permIttee shall comply with the Eros Ian and Sediment Control plan approved by the q, Collect ails ant fluids store in separate containers and properly dispose as '•-•'•--•• 'o� Y"„c'a - e,,. below.When adverse weather or site conditions would cause the safety of the Inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permlttees shall report the following occurrences: 1
-
delegatedauthorityhavingjurisdiction.All details and specifications shown on this sheet p p p p y p r !=ZT=t=! -��+ per personnel to beinjeopardy,the Inspection may be delayed until the next business day on E&SCmusthe keptup-to-date throughoutthe coveragetier this permit. _
hazardous waste(recycle when possible). approvedpan p un (a) Visible sediment deposition In a stream or wetland. 1
may not apply depending on site conditions and the delegated authority having jurisdiction. _ m-•�• which it is safe to perform the inspection.In addition,when a storm event of equal to or The followingitems pertainingto the USGplan shall be kept on site and available for O
5. Remove leaking vehicles and construction equipment from service until the problem War.Sd� t than 1.O Inch occurs outside of normal business hours,the self-inspection shall be p J 1 y� 4,m-,o• •�ol� r�.�- greater Pe inspection at all!imes during (business hours. -O 2
SECTION E:GROUND STABILIZATION has been corrected. -®,LM p-. �'r -- k•"2.a:�••"•• performed upon the commencement of the next business day.Any time when inspections pe gnorma (bI 011 spills lE SUR`I,;�,,
•
Required Ground Stabilization Tlmeframes 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ou ..VT''�•^""^" lT p oiW were delayed shall be noted in the Inspection Record. item to Document DocumenMlon Requirements • They are 25 gallons or more, %,,, O/y IZEV r
Stabilize within this toarecycling or disposal renter that handles these materials. `.'M'.". .�, F- matewmy They less gallons up -+qgi A'HI UK has been lnstalba Initial and date each E&sc measure on.copy • The than 25 II but cannot be cleaned thin 24 hours,
Site Area Description many calendar Timeframe variations ra"...WMN'.`Tam alto 19^'{,M1.'c,e""'a` Inspect leunnsmrmal In•p.m^n..eerd•roue ndua: and does not significantly deviate from the of the approved E&SC plan or complete,date They cause sheen on surface waters(regardless of volume),en um
p nurse _ 'locations,dimensions marelative elevations and sign an Inspection report that lists each •
days aker ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE to maintained
core oauv biry rainfall amounts. - shams an the approved E&SC plan. E&SC measure shown on the approved RAC • They are within 100 feet of surface waters regardless of volume).
land disturbance 1. Never buryburn waste.Place litter and debris in d waste containers. no daily gaups observations roads dams weekends
or approved bn IS
plan.This tlocumenatbn Is required upon the
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS mod mad. 3 rain (sisal installation or the USG meewresarH
wales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. iv record the
cumulativeletermi>sIIa simian„.Information
„. heF&SC measures are modified after initial IC) Releases of hazardous substances In excess of reportable quantities under Section 311
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inletsand surface ree"Lh, use anem•rrainnw ireoraea as
s Installation. of the Clean Water Act(Ref:40 CFR110.3 and 40 CFR 117.3)or Section 102 of CERCLA E
2. Dispose of,or recycle settled,hardened concrete residue in accordance with local coma dorm (Ref:40 CFR 302.4)or G.S.143-215.85. m sg
(b) High Quality Water None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. lb)A phase of grading has been completed. Initial and date a copy of the approved MSC
HOW Zones 7 4. Locate waste containers on areas that do not receive substantial amounts of runoffCOSBscInspected, plan or complete,orate and sign an inspection
(HOW) 3. Manage washout(rom mortar mixer inattortlance with the above Item and inreport to indicate completion of the p bypasses and unanticipated bypasses. U E
(c) Slopes steeper than slopes are length from upland areas and does not drain directly toa storm drain,stream or wetland. addition the mixer and associated materials on im i barrier and within ei3O1f3 (el) Anticipated
If sts SO'orless In ley hand are pace impervious ousand within 20 3.Herne cot actionte au. Z E
3:1 7 allowed
than2:1,14 days ore 5. Cover wastesecondary ners at continent. of eacho workday damagend dre wastestorm events ers. lot perimetertemporary
fence. whether measures were operating Iq Ground coverts bcatedand lnstatat initlelrantl dateacopyor the approved eGOS or j;so
allowed provide secondary containment.Repair or replace damaged waste Containers. q, install t¢mporary concrete washouts per local requirements,where applicable.If an z score nabs Mmerryiosr In accordance with the approved E&SC plan or complete,date and sign an Inspection (a) Noncompliance with the conditions of this permit that may endanger health or the iJ
-7 days for slopes ter than 50'In 6. Anchor all lightweight items in waste containers during times of high winds. alternate method per product to be used,contact your approval authority for M malntenence mom forme mom., 4
ys p greater pem'fi,eoe prise uairarnd tlamMmrmcnv,,a.actions taken. pbn. report[.Indicate compliance with approved enVlronmellt. a gWj 3
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 local standard details are not available,use one of the two 13lstormwsm ns inspnnm. ground cover specifications.
olE
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. oiugxle,lsocsl ',Mender days 2,Oahe and lime of the imperil.,
Id)The maintenance and repair Complete,date and sign an Inspection report. 2.Reporting Timefremes and Other Requirement O I
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk ii requirements for allfBSC measures .0', = Z
Zones 9. On business days,dean d dispose of in designated waste containers. sections.5tormwater accumulated within the washout may not be pumped or Marais en After a permlttee becomes aware of an occurrence that must be reported,he shall contactr
y pan poseo grea hourso3a raalnnn O.learn of
indicators
suspended tion haverments performed. G O
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must 24 hours S.ndiation of visible sediment leaving theslm,e the appropriateDivision regional office within thetlmeframes and in accordance with the aUw a
be d out and removed from tel Corrective actions have been Initial anddates copy of the approved E&sc other requirements below.Occurrences outside normal business hours may also be
'^
pumps project. acppmm,ntatiorisfoudnemressnies,Mena m. quremen ya
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE j Lµlwanenorof if avlaue mdimenalYmbrwna nmsuvsmumns,men.rmma tpE&SC measures. plan or complete,date and sign an inspection reported to the Department's Environmental Emergency Center personnel at(ROO) W ry K
ditches,perimeter slopesand cones 3. Do not dam 6. Locate washout at least 50 feet from storm drain inlets and surface waters unless it mono mass: report the compkUon of the Z
(el Areas with slopes an p paint and other liquid waste into storm drains,streams or wetlands. a calendar days 858-0358.
14 10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface can to shownonofsormdrini that no other niet(s)closestare reasonably available.which.minimum, • and within i >`neWeernions .to dean upmwama m•saeimmtmm nu left corrective titian. 3m ai iUn
flatter than 4:1 Install protection of storm drain inlets)Closest to the washout which could receive event2 ores thesrcnmia Z,Additional Documentation to be Kept Ske _Occurrence Reporting Altr Dluovery)end Other Requirements !i- p
there is zero slope waters unless no other alternatives are reasonably available. _ nro in and Pt an _One _
Nate:Aker the permanent cessation of construction activities,ana swath temporary liquid spills or overflow. z4nows m•stpme.nims Wen temmmiMar. In addition to the MSC I documents above,the following Items shall be kept the m
p rm y re p ry 3. Contain li id wastes M a controlled area. 7. Locate washout in an easel accessible area,on level d and Install a stone Pan g pt on ja)vlsibleadlm•m .wunmza ndu a,an anal or electronic notification.
Z
4. Containment must be labeled sized and lacedappropriately far the needs of site. easily groan __ site and available for Inspectors atalltlmes during normal business hours,unless she tleposXlon ins •Wlmm]cmenadrdasn,a report that contemsatlexnptbnoftM w L'Io 0
ground blebstabillxatlan shall longerbe converted to permanent ground inele stabilization as soon as Pne entrance pad in(rantof the washout.Additional controls may be required by The Nlvmamner • Division providesa site-specific execution based on unique site conditions that make stream per wetland sediment and actionsaken to address tie cause M the deposits. s V
predicable 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. M 'calendar days turbidity horn theeconstrucrti°"dn this requirement not p q Division staff may waive the rcaairememfor awritten capon ono ~
activity.Temporary ground stabilization shall he mac taI Pdina manner to render the construction sites. 8. Install at least one sign n directin to trucks to the washout within the project idmaeo case-by-case basis. 'O w
surface stable against accelerated erosion until permanent ground stabilization is achieved. g directing proje caw+ neon .nibs,taken, Sri
limits.Post signage on the washout Itself to identify this location. adei _ appropriate Pi ionaco (a) This General Permit as well as the Certificate of Coverage,after It N received. •If the stream is named an me NC 3031d11lst as Impaired for sediment
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit _ .hmn5 d Item(Mai et this parrot. related muses,the permitiro may be required to perform additional .
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm tlraln, overflow event.Re I Replace the t r hart M...1M -- phase .vies lrt.i.l+ue Miami
Easel - Records of Inspections made during the previous twelve months.The ermittee shall ...Oriel,InsPenbna orapPM more stringent if
Stabilize the round sufficiently so that will not dislodge loll.Use one of the pa pep,sand bags or temporary stabilitation Me a (b) p g p p determine thatadditional requirements g practices gtipF
8 V 8 streams or wetlands unless!here is no alternative reasonably available.If 50 foot t h I efunctional.When utilizing alternative or proprietary mxman record the required observations on the Inspection Record Form provided the mubem<ms are needed to assuremmpllana
techniquesoffset anainable,provide relocation of portable toilet fence or place composes sw when no longer ga propr ry voe grubbing,
r qu p prov y
M the table Albelow: with the federal or slate bnpeiretl water condition:.
Tompanry Stablbatbn _ Permeeemsbbllteeen n a gravel pad and surround with sand bags. At theccofpllowmanuhe concrete
work,reinstructions. o avabomens,vermmenY electtnoras-avail bee inspection in lieu that)the requires all ed
papere copiired es
wgi be allowed
i eel on spills and •Within 211houOee oral or electronic notilk.ion.The notification
10.At the completion of the concrete work,remove remaining leavings and dispose of L°`ef�'nell electronically-available records in of the required copies will be allowed if release of shall Include Information about the date,time,nature,volume and
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw per 2. Provide staking or anchoring of portable toilets during periods of high winds or In high In an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance that the required ground stabliustion
shown to provide equal access and utility asthe hard-copy records. nararopus location of the spill or release.
other mulches and lacklfiers other mulches and lac killers foot traffic areas. caused bremovalof washout, assurance treat they will be provided as substances per Item
•Hdroseedln •Geotextila fabrics such as II scones Posbie 3.Documentation to be Retained for Three Years
V B permanent so 3. Monitor portable toilets for leaking and properly dispose of any leaked material. LOAM)above _ p
•Honed erosion control products with.. reinforcement matting Utilize a licensed sanitaryto hauler to remove leakingsable toilets and replace All data used to complete the a-NOI and all Inspection records shall be mainMined for a period Iq AntlA 5d •A dsY.w/bn meaen aJdNeYpsmg ljlaaasbs
without temporary grass seed •Hytlroseeding with properly operating units oo p NOTE:The rain inspection resets the require Al calendar day inspection requirement. of three years after project completion and made available upon request 140 CFR 122.411 repertm nca
bNeei doll effect
of shall byass. an evaluation of the anticipated quality and U'
•alas.heetiyapplledstrawaothermulch •shmbsorother permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES izz.4zLm11311 effect theol bypass.
•Plastlt sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label PART II,SECTIONG,ITEM(4) (aj Unontidpated W/N/n ld houn,enoralorebetronk nw[Hkatlon. K
•Uniform andevenlydlstrlburd ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. bypasses04o CFR •WI.,7 calendar drys,a report Nat includes en eeeluetIs of the S -
suHklenttores!raineroslon 1. Show stockpile locations on plans.Locate earthen-materal stockpile areas at least DRAW DOWN OF SEDIMENT FOR MAINTENANCE OR CLOSE OUT 122.411m r
P P P 113)I quality and acres olihe bypass.
2. Store herbicides,pesticides and rodenticldes in their original containers with the c- 2
•Structural methods such as concrete,asphalt or SO feet away from storm drain Inlets,sediment basins,perimeter sediment controls (el Noncompliance • 555 iv 24 M1oun,anpealoreiettronic notification.
label,which lists directions for use,Ingredients and first old steps Incase of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structureswithdraw
that erfro then water from the surface when these devices need to be drawn down with the conditions .WItMn 7<vlr,c,coda,ddyp,euoereport that period contains of the
accidental poisoning. times with extended cold weatherQ
•Ralkd erosion mnholprotlucts with grass seed available. for maintenance or close out unless this is Infeasible.The circumstances in which It is not feasible to withdraw waterfrom surface shall be rare(for example, ). of perms that mpllance,and its the of noncompllana,
3. Do not store herbicides,pesticides and rodenticides in areas where flooding is Nonsurface withdrawals from sediment basins shall be allowed one h Il of the following MOM have been met may endaneer Includingdatm and times,and if the noncompliance has not s
2. RoefeeProtect stockptinile with silt fence Installed along toe of slope wl[haminimum offset Of surfaces or atere they may spill or leak Into wells,Alastormwaterdrains,ground water only when gcr health or the been corrected,the Suerwtea time tomduce,ens ce,and to Q
POLYACRYLAMIDESa
I(PAMS)AND FLOCCULANTS flue feet from the toe of stockpile. or water.If a spill occurs,clean area Immediately, environment(40 continue;and steps taken or planned to reduce,eliminate,and
1. Selectflo[culant that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. (a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions In which if will occur.The non-surface withdrawal CFg1xiA1pN711 of the II 4o CFR 1zx.41lb Z
construction,selecting from the NCOWR List ojApproved PAMS/Flacculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance 4. Do not stockpile these materials onsite, shall not commence until the E&SC plan authority has approved these items, •pinion stall may waive the requirement fore written report)one 0
U DATE
2. Apply flocculent of or before the Inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined (b) Then surface withdrawal has been reported as an anticipated bypass In accordance with Part III,Section C,item(2)(c)and(el)of this permit, ose-W.ase basis. j
3. Apply flocculent at the concentrations specified In the NC DWR List ojApproved asvegetative,physical or chemical coverage techniques that will restrain accelerated (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwa!er that is removed from the sediment basin.Examples of appropriate controls include K
PAMS/Floccu/unt and In accordance with the manufacturer's Instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE 08-01-2022
I sited,designed and maintained dewaterin tanks,weir tanks,and filtration systems,
4. Provide pontling area for containment of treated Sformwater before discharging 1. Create designated hazardous waste collection areas on-site, properly g g Cl
offsite. 2. Place hazardous waste containers under cover or In secondary containment. (ell Vegetated,upland areas of the sites or properly designed stone pad is used to extent feasible at the outlet of the dewataringtreatmentdevlres described In Item(c)abeve, NORTH CAROLINA --- DRAWN BY
5. Store flocculants In leak-roof containers that are ket under storm-resistant cover 4',It NORTH CAROLINA . 3. Do not store hazardous chemicals,drums per bagged materials directly on the ground. (e) Vel.cirydissipatlon devices suchascheckdams,sediment traps,and riprapareprovlded at the discharge points of all dewatering devices,and
�i1(y Environmental Quality (0 Sediment removed from the dewatering treatment devices described m item(c)above is disposed of m a manner that does not cause deposition of sediment Into waters of the United States. i £nvlrortmental QBa(Ity JHS
or surrounded by secondary containment structures. ty
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 •e DESIGNED BY
JAM
• CHECKED BY
JAM
• • SCALE
N/A
I
•
SEEDBED PREPARATION PERMANENT SEEDING SCHEDULE FOR COASTAL PLAIN 0
CONSTRUCTION SPECIFICATIONS
1. PREPARE SOIL AS NECESSARY TO ESTABLISH AN ADEQUATE SEEDBED FOR RECEIVING SEED USING DATE TYPE BROADCAST SEEDING RATESail
TILLAGE AND/OR REMOVAL OF DEBRIS(ROCKS,ROOTS,OBSTRUCTIONS).CHISEL COMPACTED AREAS id
AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS,IF AVAILABLE. OCT 1-APR 1 SERICEA LESPEDEZA 15 LBS/ACRE -
2. SOIL SHALL RECEIVE LIME,FERTILIZER,AND/OR SUPERPHOSPHATE UNIFORMLY AS NEEDED PER
RECOMMENDATIONS FROM NORTH CAROLINA DEPARTMENT OF AGRICULTURE OR OTHER AUG30-MAR15 KY 31 TALL FESCUE 200-250 LBS/ACRE (n i
COMMERCIAL LABORATORY. J B
3. SEED ON A FRESHLY PREPARED SEEDBED AND ENSURE SEED IS LIGHTLY COVERED FOLLOWING AUG 15-APR 15 RYE GRAIN 40 LBS/ACRE F•-I •c
INSTALLATION.
4. MULCH IMMEDIATELY AFTER SEEDING. APR 15-AUG 15 GERMAN MILLET 10 LBS/ACRE ¢ < 3
5. CONTRACTOR SHALL SEED ALL AREAS THAT ARE DISTURBED WITHIN TWO DAYS.INSPECT ALL SEEDED Z IJJ
AREAS AND MAKE SURE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON.IF
POSSIBLE.AFTER ALL CONSTRUCTION ACTIVITIES ARE COMPLETE,AN INSPECTION WILL BE TEMPORARY SEEDING SCHEDULE O o
COMPLETED TO DETERMINE IF ADDITIONAL SEEDING WILL BE REQUIRED. (V 2
'APPLY:
In ¢ J a
FERTILIZER,LIME.AND MULCH SHALL BE APPLIED AT RATES RECOMMENDED BY NCDA(OR OTHERS). -1 u 0 m
i OTHERWISE,APPLY AS DESCRIBED BELOW. DATE TYPE PLANTING RATES i
ce
AGRICULTURAL LIMESTONE-1-1.5 TONS/ACRE ON COURSE TEXTURED SOILS AND 2TONS/ACRE IN U
-S O I--
DEC 1-APR 15 ANNUAL LESPEDEZA(KOBE IN PIEDMONT SO LBS/ACRE
FINE-TEXTURED SOILS. Ce Z
a. SOILS WITH PH OF 8 OR HIGHER NEED NOT BE LIMED. AND COASTAL PLAIN) O Z Ili
FERTILIZER-700/1000 LBS/ACRE(10-10-10) Z Q °
MULCH-2 TONS/ACRE(SMALL GRAIN STRAW) APR(COASTALAUGPLAIN)15 GERMAN MILLET 40 LBS/ACRE W Z __
Z U m
ANCHOR-ASPHALT EMULSION AT450 GAUACRE W N
Or TOP WIDTH VARIES e Cn a7 z `m o
AUG 15-DEC 30 RYE 120 LBS/ACRE
RI (COASTAL PLAIN) 0 Z 0 U O
U_ = Y
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EXISTING GRADE J F Q
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THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE EROSION AND SEDIMENT CONTROL U O 3 E t
STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES.SOIL = 0 U) a o
EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ALL F-
I DISTURBED OR GRADED. m
08
PROVIDE A GROUNDCOVER(TEMPORARY OR PERMANENT)ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS FROM cc red THE LAST LAND-DISTURBING ACTIVITY FOR SLOPES 3:1 OR FLATTER AND LESS THAN 50'IN LENGTH,FOR SLOPES 4:1 OR O Z w c
L' FLATTER OF ANY LENGTH(EXCEPT FOR PERIMETERS AND HOW ZONES),AND SLOPES NO STEEPER THAN 2:1 AND LESS 0 Z
R THAN 10'IN LENGTH. K 0 E g.
IPROVIDE GROUNDCOVER(TEMPORARY OR PERMANENT)ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOR SLOPES U U7 .
w u
:E STEEPER THAN 3:1 OR SLOPES 3:1 OR FLATTER GREATER THAN 50'IN LENGTH,FOR HIGH QUALITY WATER(HWO) 0 m
B ZONES,AND PERIMETER DIKES,SWALES,DITCHES AND SLOPES. Ce ao
E PROVIDE GROUNDCOVER(TEMPORARY OR PERMANENT)ON ALL EXPOSED SLOPES WITH IN 21 CALENDAR DAYS X ._-
UJ a 3
FOLLOWING COMPLETION OF ANY PHASE OF GRADING:AND,A PERMANENT GROUNDCOVER FOR ALL DISTURBED °'
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS(WHICHEVER IS SHORTER)FOLLOWING COMPLETION OF V H
TYPICAL DITCH/SWALE CONSTRUCTION OR DEVELOPMENT.
S NO SCALE THE CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING CLEARING:SHALL On
` CONTINUE DURING CONSTRUCTION AND SHALL CONTINUE WITH THE NECESSARY MAINTENANCE UNTIL THE DISTURBED 01 ti
B LAND IS STABILIZED.COMPLIANCE WITH LOCAL AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS c B
SHALL BE THE ENTIRE RESPONSIBILITY OF THE CONTRACTOR.THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS.ORDERS,RULES AND REGULATIONS CONCERNING E a°
EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING STRUCTURES AND FACILITIES FROM 3`m
U SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.ITEMS TO BE PROTECTED SHALL INCLUDE,BUT diO ARE NOT LIMITED TO,CATCH BASINS,NATURAL WATERWAYS,DRAINAGE DITCHES,WALKS,DRIVES,ROADS,LAWNS,
AND STREAMS.
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EROSION CONTROL MEASURES 4029 q
NO SCALE SHEET NO. -
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SET IRON ROO(SIR) • CONSTRUCTION SPECIFICATIONS: ZO
•
gg 1.CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION,ROOTS,AND OTHER
CHECKOAM OBJECTIONABLE MATERIAL,AND PROPERLY GRADE IT. j DATE
WETLAND 2.PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLAN.
COORDINATE TEMPORARY GRAVEL PROPETLAND SYMBOLNDARY 3.PROVIDE DRAINAGE TO CARRY WATER TOA SEDIMENT TRAP OR OTHER SUITABLE OUTLET. j 08-01-2022
CONSTRUCTION 4.USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN O
CONSTRUCTION
ENTRANCECACE PROPERTY BOUNDARY PER P.C.Co, LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. } DRAWN BY
IMTSLD.281 NOT SURVEYED THIS DATE
PROPERTY BOUNDARY ALONG —, MAINTENANCE JHS
ENT MUD OR SEDIMENT FROM
�.!j —
SHORELINE NOT SURVEYED THIS DATE
MA-1 ADJACENT PROPERTY LINES LEAIVING THE CONSTRUCTION SITE.NTAIN THE GRAVEL PAD IN A NTHIS MAY REN TO QUI PERIODIC TOP DRESSING WITH • DESIGNED BY
(A 1 PROPERTY TIES TWO-INCH STONE AFTER EACH RAINFALL,INSPECT ANY STRUCTURE USED TO TRAP •
I RIGHT-OF-WAY SEDIMENT AND CLEAN IT OUT AS NECESSARY.IMMEDIATELY REMOVE ALL JAM
IS'DRAINAGE EASEMENT — OBJECTIONABLE MATERIALS SPILLED,WASHED,OR TRACKED ONTO PUBLIC ROADWAYS.
- 29'ACCESS EASEMENT(077ER LOOP/ • CHECKED BY
I ,,1G, _ WETLAND LINE
JAM
EXISTING DITCH — • - —
-- . EDGE I GRAVEL
T FENCE X X X • • SCALE
S
•
Min
p — APPROXIMATE TREELINE • 1"=60'
OTTER LOOP •
124'ACCESS EASEMENT P.C.R SLD.210 SCALE P=60' 2,3"DIAMETER
a\CRONO Y I••••
II
PV .;-•�.••�♦••� COARSEle
AGGREGATE
0 60' 120' •.♦•1•...•
li ..••..................••. • .11
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. .. . •�.l�.i...r...r...r�..a.
S♦T_� Y' l. Y Y Y Y Y T - Y YMy♦Y Y Y Y Y Y T n
GEOTEXTILE FABRIC 44 `'kAki=' Y
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d�liV as
so.minimum ti Q Z as
0
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N TEMPORARY GRAVEL ID _
CONSTRUCTION ENTRANCE/EXIT ie U a
NO SCALE O J S
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0 8'MAX.STANDARD STRENGTH FILTER FABRIC WITH WIRE FENCE J H �// p z L
nGEOIEXT 2134 OR GEOTEX 102F OR APPROVED EQUAL STEEL POST .i
6'MAX EXTRA STRENGTH FILTER FABRIC WITHOUT WIRE FENCEI TYPICAL LOT re GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL WOVEN WIRE FABRIC Q p' 1--4
TOP OF DITCH BANK
11
FUTURE DEVELOPMENT z Lu
SILT FENCE FABRIC 0.
a
.L♦.� ��y♦� 3z"MIN.WIDTH) CONSTRUCTION SEQUENCE L a8
w 111/:.��1•' SILT FENCE FABRIC jj/�♦�♦�♦ i a r ♦y
CLASS B STONE MINIMUM 70 GAUGE �='.11 11 MINIMUM 12-1/2 GAUGE 3'-0" = Z"��jj�q��)I� INSTALLED TO SECOND ����♦�,♦��� 1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PAD.(SEE DETAIL) np
w LINE WIRES ���♦♦O�F�♦�0�� WIRE FROM TOP ♦���♦♦1�♦♦♦♦i F4!II INTERMEDIATE WIRES FILL SLOPE
♦�♦♦♦♦♦ I 24 Q UJ =2
S SECTION II�j���j�9� iIk:*Sjf♦.iX; 2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS AND ALL SILT FENCE TO PREVENT OFF
ZU O Z I.
s ;;i♦ii�JOi♦i`' ♦♦♦ ♦O 1 . _ CQ E 6_
0 �♦♦�ii♦i♦i�♦OO�i!II ;. SITE SEDIMENTATION. G
44♦♦♦/♦♦♦i��� 41.-♦�♦�-4V•lP"'I �♦�1�♦�♦�4F91' GRADE ,t's',Y GRADE
❑ ♦♦L♦♦ • I 3. PERFORM GRADE WORK AND INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION 5w
WASHEDLAYERSTONEO B RF it5
I 11 II 11=11=11=11 II II 11=114141 II-11-1141.=11 II II 11=111A11 II II II II 1111='lll 8"MINIMUM COVER 4. CONSTRUCT BUILDINGS.CONSTRUCT PROPOSED PARKING/DRIVEWAY 8SANITARY SEPTIC SYSTEM. 0 O O W
12"THI I I,I .. 11I_ OVERSKIRT' LL vF B U
111 5. PROVIDE GROUNDCOVER IN ACCORDANCE WITH DETAIL MARKED'EROSION CONTROL MEASURES Z
71 8"DOWN AND 4"FORWARD SHEET 3. B
TOP OF DITCH BANK z n
i,, �I _ 11 ALONG TRENCH 6. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES AND REPAIR AS NECESSARY. _,y1 2, l�, I.I II ill c
j FRONT VIEW LI I:II 7. REMOVE ANY REMAINING CONTROL DEVICES. O '•"w ) 1=11=1 II=1L SIDE VIEW I �c E BOTTOM OF DITCH a w
ly ,,,55� „ CLASS B STONE CONSTRUCTION SPECIFICATIONS MAINTENANCE O
y% ld'" 1. USE SYNTHETIC FILTER FABRIC OF AT LEAST 95%BY WEIGHT OF POLYOLEFINS OR POLYESTER WHICH IS CERTIFIED BY 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED REPAIRSCe TO
2
cE THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461. IMMEDIATELY
A
REMOVE SEDIMENT WHEN IT ACCUMULATES 2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE,OR BECOME INEFFECTIVE,REPLACER w A U
TO 1/3 THE HEIGHT OF THE DAM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF
0.120 DEGREES F. PROMPTLY.b PROFILE
FILTER DAM IS TO BE IN PLACE UNTIL 3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE1.33 LBILF STEEL WITH A MINIMUM LENGTH OF S.MAKE SURE THAT 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND �8
GRASS IS ESTABLISHED IN BOTTOM OF DITCH TO REDUCE PRESSURE ON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. E V
2 SUFFICIENT TO PREVENT EROSION STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
`" 4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC,USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND _
rT MAXIMUM MESH SPACING OF 6 INCHES. STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 111111
-
E lom ]OB N0. c
SILT FENCE
I CHECK DAM NO SCALE 48029 W
NO SI'J1IF SHEET NO. -
30F3 dE_
L