NCC233470_Site Plan or Location Map_20231122

N I,MATTHEW I.GRANT,CERTIFY THAT THIS PLAT WAS PREPARED UNDER
MY SUPERVISION FROM AN ACTUAL FIELD SURVEY OF DESCRIPTION(S) .�\��N (,ARQ�%i
AS RECORDED IN DEED BOOK XX,PAGE XXX `_h - y-'-
N,_E THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS SUCH NOT FOR
5 Total Area: AND WERE PLOTTED FROM INFORMATION AS REFERENCED HEREON:THAT
THE RATIO OF PRECISION AS CALCULATED WAS 1:25.880 AND THAT CONSTRUCTION
s\ 103 474.87 SF. THE GLOBAL NAVIGATION SATELLITE SYSTEM(GNSS)WAS USED TO
F .3 T PERFORM APORTION OF THIS SURVEY AND THE FOLLOWING INFORMATION _ Mx SILT FENCE :�9J.'.�„GINE`�.•'\1
, / RX 2.375 AC. WAS USED:CLASS OF SURVEY:CLASS A I _ I %''Th'ev. ••
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POSITIONAL ACCURACY:0.01' :S
= TYPE OF GPS FIELD PROCEDURE:RTK tR onnemm I rxasaralErISIF
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4 .'SITE** / DATES OF SURVEY:06-16-23 1M. ■ ■ ■ MrmaaaRRMIRi
j3' DATUM/EPOCH:NAD83(2011) ='ylRlallBlyyr '1lNaRR6MIRR
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PUBLISHED/FIXED-CONTROL USE:VRS RR IM®RRRRI 1 I 1 1 1 IRR
'RR�. ! IR0100"r RR'
I I I I
J / GEOID MODEL:2012B �!I I I I I 1 1®!lNyyMINIe
_ ;MIN M!!!NlNI ii....NYM N,
COMBINED GRID FACTOR:0.99966976 '''!N IIINy!!NM I I I I IBMIRMINMiMN.
I,, ,.I UNITS:US SURVEY FEET .ale RlyOlNlM 1!lMiNlNMIlR.
DIStUrbed Area. I FURTHER CERTIFY THIS IS A SURVEY OF AN EXISTING PARCEL OR PARCELS OF
P Seaford Rd. \ mr wrsxrn nor !RR MMISI®IIM• I I IlRRNRRMIRRR
-T LAND OR ONE OR MORE EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN iRRR MRrRRRRIt 1 IiMBTIlN114rIRRiII
Z / / 71 T621.70 SF. EXISTING THI STREET. UM
t r / L. THAT THIS PLAT MEETS THE REQUIREMENTS OF THE STANDARDS OF IyyE
1.644 AC. PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA(21 NCAC 56.1600)
y / __ AND THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S.47-30 FRONT VIEW
n n / \ \ -_ _-_ AUGUST, CQR II BURT WIRE FENCEFILTER FABRIC, .
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STEEL
YIN.18.INTO w RDWARE
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2 STEEL FENCE
11 AND
WIRE FENCE GROUNDbu
GLOM IN TRENCH
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Z UHARDWAREr amxVicinity Map - Not to Scale _ L-508 _/ ...,..,./- '47 =
/ / \ PROFESSIONAL LAND SURVEYOR L52D0 %9iA'' SU'N,'�4`•'/ I
7 Q• W Z
/ N=769,958.0120// / MATTHEW I.GRANT ''i�'Yew..,r Q.Q' fILDURWASHED VOS ' Q z W N
/ E=1,574,319.3299 'IIII"CV,'
` I I ON GROUND c AI Z. U Z N
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'C. n�Z / / / 03•;,:?;• NOTES: >CU(/)Q'W OS 0-
\� 'y / / 0• q • 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. Q J Q N
.fj' O /'/ / Y' i \ I .....::: P:.mob?:j.J I\\ 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. O m 0'S Z J 0 05
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^`,, •�� /// // / / / NOTES: xUxrw� µoxMmw,xaE II �I'"hx°r.°ax`K'� �x (7 O ZQ
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cit..L •\ ry1/ / / / Z z Q K
Q:-`) t / y0 // / // / / PROPERTY SUBJECT TO ANY FACTS THAT MAY BE N r
co DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. I _%/! z u
(� ' /' // / // / \ 'cTI) SECTION VIEW W p-^H k
')O ,)C,j �- SILT I-ENCE / /�\ ss/ / PROPERTY SUBJECT TO EASEMENTS AND RIGHTS OF WAY �L�T O N Q
„OUTLET / // *':\'
W ' OF RECORD AND THOSE NOT OF RECORD,IF ANY EXIST. IREDELL
Ga //SILT FENCE p / \ COUNTY NC Z
'1 // /' o AREA BY COORDINATE COMPUTATION. I LU
/ �~ / // /i/,p/� / /�' V� STANDARD SILT FENCE OUTLET
SILT FENCE a.�.'� DISTURBED t` - - \ PROPERTY MAY BE SUBJECT TO GOVERMENTAL ORDINANCES, I EFFECTIVE:0I/31/08
t'�:.�:,. / 9 \ / ZONING AND OTHER REGULATIONS CONCERNING THE DIVISION
/ OUTLET i`'_ j / /// • /'� \ AND DEVELOPMENT OF REAL ESTATE.
/ —720 �• Y-� •
. (7{// // / // \\ NO SUBTERRANEAN SURVEY PERFORMED AT THIS SITE.
IRE, - � /,/ /f' / \ SETBACKS: I C
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,yl �' 4L y • /� 7/.DISTURBED�,./� `\ \ PROPERTY IS CURRENTLY ZONED:R-A(DAVIE COUNTY) oQ N
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tXl�l���l� / /�/AREA �• `\ z¢i ry z
;';.��-►/ �• / .� \ \ \ PROPERTY IS SUBJECT TO A 40'FRONT YARD(FY),15'SIDE YARD(SY),&50' I-.a„. a m Q
/ g, 7 \ [��R •' \ \ REAR YARD(RY)AS RECORDED IN DAVIE COUNTY ZONING ORDINANCE& NOTES ooyx. Z .U. H, 0
' y\ j'LO / • ,' ...` \ / \ P.B.7,PG.85. I w G - E o S
7_ ♦ \ 1 1, PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE c3Qog 6
/ •, / • \ TRUCKS. r z.. m f
/ %/ SILT FENCE // SILT FENCE PIN:5]]6995]69 al- w w 0 i
/\/\ ♦ \ \ 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
/ / /� /// OUTLET ♦ \ 1 RANDALL K.CARTER I BY ALL CONSTRUCTION VEHICLES. z�in� O
/ D.B.139,PG.752w
/ '' / / SILT FENCE ♦ .\ 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT ] HFL
/ _ / LOT 22-P.8.7,PG.65 \ TRACKING Ofl DIRECT FLOW OF MUD ONTO STREETS. F
a" _
/ / // / ZONED:R-A p U t]
1 / \ PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. G
// Z// 1 // • \ \ I // 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
/1 CLEANED UP IMMEDIATELY.
�/ // / // •� \\ -'� // 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF 9 0
//� / SILT FENCE / �`�' \ I / INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE ..
/1ti0. / // - \ / FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
g n a
/ / / p4 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO W PA
/ / // /// DMISENRBED// ♦ \ i \ O () Cimm V
/ / Q. BE DETERMINED BV THE ENGINEEfl.
♦ _\ -- / Co7, USE CLASS A'STONE OR OTHER COARSE AGGREGATE APPROVED Z Pa M 5 Z
/ • / / �-- _-
/ ♦-- - _ \ I //00l { SO BV THE ENGINEER. o c, 3 s. OF
/ / / // ♦ J'\ / Q }rY } 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES 1- Y.� y '' 1.6
II
/ ♦ 'h�-' _ /' FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. ILL
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/ / // / \\ �zo \ I // f i 3 W °z cA a w
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J�/ // �I-
, �\ -720^ \ { { { ..
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/'// \\ / //• /' '/ // -- DISTURBED /� ♦ { "E '{ry', S
// / // // // AREA \ _ `♦ \\ \ I N�j. 0e4% 1-
/ % / / / / // ' /� \ \♦ \ CLASS'A'STONE 4t _ F` Q V
\ / // / // H
// // \� - I 8 IN, MIN, DEPTH �`F 30
,,,,,-
-\/ / // / /' �—� sy \
N. \ / /• / // /' // .' __\ 1 \ I NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE 85 Q
// / / / / / i'� � -
)15 ` A/ / / /' PIN:5776V947400 .7 \\ \ (7 N.
/ / /L / DISTURBED / / RANDA}.L ICCARTER / - \ / 0 ni
AREA // / 9.B:1245,PG.36 \ \ ) --J Q
/// / /� / /LOT 23-P.B.7,PG.65 / \ ` \\ - SHEET 1 Or 1 Z
/ // /' ZONED:R-A// \\ \\ 1 / 1607.01 id
THE SUBJECT PROPERTY IS NOT IN A // // H /Y //' // \ \� // / I K Z
"SPECIAL HAZARD ARE/VAS SHOWN ON / /
HUD/FIA FLOOD INSURANCE RATE MAP 0 // / ' / -- ' / / /- ' - \ II -- / •
,(h / I 7
COMMUNITY PANEL NUMBER i T2 /g` a3% /.-/ // / \ \ % \ / / Z O
3710576600K EFFECTIVE DATE 3/16/2009. /' '1' % \'Z/ -/ // / \ \ \ / 5 N. Q
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///•' .„% . /// ////// / /'' \\ \`• \\ / / / I I- 8'-0•MAXIMUM y O.
/ /// '//\ //// ////// /////�i \\\\\ \\\\ �\\�\/ / / /� / I I I I 1-
/// / /` /- �—/// _ _' •/ \ \ ` \Y/ / / / I MINIMUM 10 GAUCE SILT FENCE FABRIC U
/' _-- \ % / \ UNE WIRES INSTALLED TO SECOND /2 GAUGE
// / Y — / / / WIRE Fl20M TOP MINIMUM 12-1 Z 0
/ // / \ /// // --� \\ \� // \\/ / ^Q I INTERMEOIAIE MRES O
PIN:5776491693 TPi / \ / i' \\ \ %\ /\ l (
r - III Q 3
RANDALL K.WATER / / X' _--- - N. N % / \ / / / V GRADE IK 0
D.B.139,PG.752 // / \ ,,�----- N\ N\ % / I 1 . - -.
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LOT 24-P.B.7,PG.65 / \ // N \ ` \ / / r }
ZONED:R-A / / \ \ / \// / / /
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// / \\ �__------ \\\ \\\\ ; // / \\� / / / `Mlle. FRONT VIEW
/ ✓ A 1
// ♦ /\ \\ �� / / 1 \ / / I
/ ST
' / ♦ \\ �� _ �� DISTURBED �` / 1 �\ / / NOTE: SWOVENTEEL O'MRE FABRIC
' /' • // �\ /AREA
_ 1 / \ I / / 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC
/// ♦\ \\ \\ ` / I I l' / A� I DOES NOT EXCLTO 1/4 ACRE AND NEVER IN Z Z
7/ ♦A DISNRBED \\ \\`// / I /\\ I / AREAS OF CONCENTRATED FLOW. € O 0
// ,_ AREA �\ \\ // I I \I / I / I 2 REMOVE SEDIMENT DDEPUSSIT FD AS THE NEXT TO VI 10 RAIN R ALL SLOPE N I-
�• / \ \ \ \ / / PIN:5776499574 -
ANNA M.__ AND TO REMOVE PRESSURE ON THE SILT I-1 (Y
/ _ \\ \\ •
• / I I I \� / // / JOD.B.2020,PG.345EK .=ENCE. ."„,A I>L.I
// --- __-___-----_ \ `%-__,--/ I I / ( \ ( / I ZONED:R-A =_ _ (J
/ /` / \ 6-MINIMUM COVER Ce
/ / \\ -__ I I ,l - OVER SKIRT•
/ / `� _ \ N
\ ` \/// /�--I-- - -1-� / / ANCHOR SKIRT AS DIRECTED
_ CL
/ / ������������ \\� / /f I t- I /I :) BY ENGINEER
— / / ------- // i I I / / / SIDE VIEW aF
'/ >=v s5�4su w\ __ / I I / IREDELL Q
LEGEND: /' CV
/ -- __-_- \\ 360.29'\ ( ( ( / \� STANDARD TEMPORARY SILT FENCE
' i' _ -_ _ / I I I I I ke / EFFECTIVE:ov3lros Z
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IPF-IRON PIPE FOUND -_
IRE-IRON REBAR FOUND /750 -_ \ / J I I I I i / Sheet No:
IRS-IRON REBAR SET �.250 / I I /
PDE PRIVATE DRAINAGE EASEMENT PIN:5776495311 EFI-EXISTING FLAT IRON ` -- /� /
RAN-RIGHT OF WAY
RI-WATER METER BRANDON CORNATZER I /
N D.B.1050,PG.96 I ( C
O01-WELL 0 30 60 90 ZONED:R-AI /
,CI-POWER POLE
' OO-COMPUTED POINT ===

Date: Page: ricr I ``C�,`N,CAR..4'.
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE
THE NMI CONSTRUCTION GENERAL PERMIT 1 Maintain vehicles and equipment Co prevent discharge of fluids. "`VCTM`vrt'L NOT FOR
Implementing the details and specifications on this plan sheet will result in the construction B Z Provide drip pans antler any stored equipment. ..... _ T
mvirybeing considered complianthMe Ground Stabilization and Materials Handling 3 Identify leaks and repair as soon as feasible,or remove leaking equipment from the ��� I i1M CONSTRUCTION
sections of the NCGO1 ConstructionGeneral Permit(Sect pits E and F,respectively).The prpy 1 1:_ ■•�
TEMPORARY SEEDING RECOMMENDATIONS TEMPORARY SEEDING TEMPORARY SEEDING permitted shall comply with the Erosion and Sediment Control plan approved by the a. Collect all spent fluids,store in sewrate containers and properly dispose as M --_-_ -..-..-Pik 'YO E`;O-�
delegated authority having jurisdiction.All details antl specifications shown on this sheet 1 .a< IN
FOR LATE WINTER AND EARLY SPRING RECOMMENDATIONS FOR SUMMER RECOMMENDATIONS FOR FALL may not apply depending on site conditions and the delegated authority haWng jurisdiction. hazardous waste(recycle when possible). I•• TyF ''ARP°
Seeding Mixture 5. Remove leaking vehicles and construction equipment fromserviceuntil the problem a P_ w �•� ��� tZ-- -• il, 1
Species Rate(Ib/acre) Seeding Mixture Seeding Mixture has been corrected. ti�-'m. r,l,llr SECTION F:GROUND STAeMZATION
Species Rate(lb/acre) Species Rate(lb/acre) 6. Bring used fuels,lubnpnts,coolants,hydraulic fluids and other petroleum products ?" 9r "�?
P ( 1 Required Ground Stabilization nmmnmes
Rye(grain) 120 roaretydmg or disposal ante that handles mere materials. "' gC" s�•.4.:M °x
Annual lespedeza(Kobe in 50 German millet 40 Rye(grain) 120 Stabilize withincols
Piedmont and Coastal Plain, In the Piedmont and Mountains,a Seeding Dates Site Area Deecdptien "'any calendar Timefnme variations °"rc*ir11�"«""e .ew,.'i7Fm""""`
days Aker ceasing !LITTER,BUILDING MATERML AND LAND CLEARING WASTE
Korean in Mountains) small-stemmed Sudangrass may be Mountains-Aug.15-Dec.15 and dbtuthance 1. Never bury or bum waste.Place litter and debris in approved waste containers. _
Omit annual lespedeza when duration of substituted ate rate of 50 lb/acre. Coastal Plain and Piedmont-Aug.15-Dec.31 tel Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpsler,trash Coeca Ewaseou3
swalestemporary cover is not to extend beyond June. Seeding Dates Mulch permit,ditches,and ] None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
pefl Quality
3. Locate wane containers at least 50 feet annneaay from storm drain inlets and surface Z. Dispose of,orrecycle settled,hardened concrete residue in accordance with local
Seeding Dates Mountains-May l5-Aug.15 Apply 4,000 lb/acre straw.Anchor straw by (b)High quality water ) waters unless no other alternatives are reasonably available, and state solid waste regulations and M an approved facility.
Mountains-Above 2500 feet:Feb.15-May 15 Piedmont-May l-Aug.15 tacking with asphalt,netting,or a mulch (HQW)Zanes None 4. Lucite wash containers on areas that do novecer's substantial amounts of runoff 3. Menage washout from mortar mixers maccomamco with the above demand m
Below 2500 feet:Feb.1-May 1 Coastal Plain-Apr.15-Aug.15 anchoringtool.Adisk with blades set near( H slopes are SO or less in length and are from upland areas and does not drain directly to a norm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and Wthin
Y k)SloPessoeper man ) ram sleeper than 2,1,14 days are 5. Cover waste containers at the end of each workday and before storm events or cot perimeter sat fence.
Piedmont-Jan.1-May 1 Mulch straight can be used as a mulch anchoring tool. 3:1 provide secondary containment Repair or replace damaged waste containers.
Coastal Plain-Dec.1-A r.15 allowed -
Install temporary concrete washouts per local requirements,where applicable.If an
P Apply 4,0001b/acre straw.Anchor straw Maintenance a days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
Mulch by tacking with asphalt,netting,or a Repair and re fertilize damaged areas length and wdth slopes steeper than 4:1 7. Empty waste containers as needed.prevent overflow.Clean up immediately if review antl approval.If local standard details are not available,use one of the two
-]days pre eeen ei dikes,swales, containers overflow. types of
uSa concrete
rycoeehoincrete nor dene provided on this detail. Z
Apply 4,000 lb/acre straw.Anchor straw by mulch anchoring tool.A disk with blades immediately.Topdress with 50 lb/acre of nitrogen U
(d)Slopes 3,1 to 4:1 14 ditches,perimeter slopes and HQW & Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb oradewalk - Z
tacking with asphalt,netting,or a mulch set neatly straight can be used as a in March.If it is necessary to extend temporary Zones 9. on business days,dean up and dispose of waste in designated wane containers. sections.stormwater accumulated within the washout may not be pumped inro Or H Z J N O
anchoring tool.A disk with blades set nearly mulch anchoring tool. cover beyond June 15,overseed with 50 lb/acre -eo days for Fans Lake Watershed dischargedtothe storm drain system or receiving surface waters.Dquid waste must ZdQ U
straight can be used as a mulch anchoring tool. Kobe Piedmont and Coastal Plain or Korean -7 days for perimeter dikes,swales, mar AND creme Dawn wwsrE be tamped out and removed from project.
9 9 Maintenance ( ) 6. Locate washouts at least 50feet from storm drain inlets and surface waters unless it to Z
Bitches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. d ll.l W N Z
Maintenance Refertilize if growth is not fully adequate. (Mountains)lespedeza in late February Or early (el Areas with slopes can be shown that no other alternatives are reasonably available.At a minimum,
flatter Man 0:1 16 t-10 here
zero
Falls lake Watershed unless 2. Locate paint was..at least 50 feet away from storm drain inlets and surface install Q • r lD
Refertilize ifgrowth is not fullyadequate. Reseed,refertilize and mulch immediately March. nor protection of storm drain inlets)dosest to the washout which could receive .Q-r cp
q thereazem slope waters unless no other al[ema[ives are reasonably available. spills or overflow. 1.� N E:J N.
Reseed,re fertilize and mulch immediately following erosion or other damage. Note:Aker me permanent cessation of construction aai,rires,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone ZU UZ N
following erosion or other damage. ground stabilization shall be converted to permanent ground stabilization as soon as O. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout.Additional controls may be required by the }}or-1
Z OT a--I
practicable bm in no case longer than 90 calendar days after the last(antl disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving a.horiry. W N Q
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. S. Install at least one sign directing concrete trucks to the wasnort within the project N >Q ce W 2 W 8-
SEED BED PREPARATION: surface stable against accelerated erosion until permanent groundnabirzatlon is achieved. limits.Post signage on the washout itself to identify this location. L ■ Ce,6 Z-1 0 N Yk
LIMING-Apply lime according to soil test recommendations.If the pH(acidity)of the soil is not known,an application of ground agricultural limestone at the rate of 1 Co l i tons/acre on PORTABLE TOILER 9. a ve leavings from the washout when at approximately 75%.Pacify th limit 1.a� I. >.-I t X
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets ole level ground,at least 50feet away from storm drains, '"O bags or o[ temporary structural O Z I. >©7
coarse-textured soils and 2-3 tons/acre on fine-textured soils is usually sufficient.Apply limestone uniformly and incorporate Into the[op 46 inches of soil.Sails with a pH of 6 or a Aorta grw Y overflow events.Replace Metary,sand ba her Lem
Stabilize the ground sufficiently so that rain will rout dislodge the soil.Use one of the streams or wetlands unless there is no alternative reasonably available.If 50foot • Z Z N O�_
higher need not be limed. techniquesthe table below: produc,fol when no utilizing or proprietary D.I I-r\
FERTILIZER-Base application rates on soil tests.bMen these are not possible,apply to-10-10 grade fertilizer at 700-1,000Ib/acre.Both fertilizer and lime should be incorporated into ," offset is not attainable,provide relocation of portable toilet behind silt fence or place preducb,follow manufacturer's instructions. C•^/l (r) O F Z LL
the to 4-6 inches of soil.If ah hydraulic seeder is used,do not mix seed and fertilizer more than 30 minutes beforea application. Provide
gravel pad and surround wit"sandbags. 10.At me completion of the concrete work,removebia,remaining leavings ddu dispose of V Z
P Y PP h h p g gsy p Ur Q Q
• it straws n straw or 2. ovitle staking o anchoring of stable toilets Burin nods of high or in high 6
SURFACE ROUGHENING-If recent tillage operations have resulted In a loose surface additional roughening may not be required,except to breakup large clods.if rainfall causes the tackier. Pr g r g pro during g g napproemval of vashliry.Fill pit,if applicable,and stabilizeanytlistuthance Ce N
surface to become sealed en crusted,loosen it just to seeding b kin harrowing, grading. grade anent sod Monfoot itor portac ble
caused by removal of washout Z Ut-
prior g n raking, g,a other suitable provide
the a for ve din The finished de shall be o smooth even soil 3. Mollie a e sanitary
for waste
and o die of leaked is and
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surface with a loosen uniformly fine texture.All ridges and depressions shall be removed and filled to provide the approved surface drainage.Planting Is to be done immediately after oiled c�wio mother mulches oult Pomcn witnor pasta gin property pose o y F
finished grades are obtained and seedbed preparation is completed. wide temporary seed •Hyaoseeair,g'ma'""gxPrm Utilize sanitary wane hauler to remove leaking portable toilets and replace -
Z wH F
tit rem with properly operating unit. (4:::)9
• "ately...straw or other mukh •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTIDDES Z 0 N M
•pastks(coming wm,Ien an 1. Store and tions.apply herbicides,pesticides andrndenticitles in accordance with label W• Pound cover EARTHEN STOCKPILE MANAGEMENT restrictions.
Show stockpile locations on plans.Locate earthen-material stockpile areas al least 2. Store herbicides,pesticides and redenticides in their original containers with the
NORTH caeoLINA 'et, or'tient lo restrain erosion 1 50feet away from storm drain inlets, basins,perimeter sediment controls
EMyo-°na"`qlQ°°firy TEMPORARY SEEDING RECOMMENDATIONS wcha,con=roe labekwhmnnotion`°""°'p e,ingredients enders"'as"rig'"ca.pf
?e and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
•golbn erosion cont n^d^rz with grauwea available.
EFFECT:. 3. Do not store herbicides,pesticides and rodenlicides 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
POLYACRYIAMIDES IPAMS)AND FLOCCUTANTS five feet from the ice of stockpile. or surface water.Ha spill occurs,clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point wren feasible. 4. Do not stockpile these materials onsite.
Date: NON-INVASIVE PERMANENT SEEDING Page'. construction,selecting from the NC DM List of Approved PAMS/NoomlonIs. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance - - b
RECOMMENDATIONS FOR FALL 2. Apply fl°cculants atorbefore the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined p
3. Apply flocculanb at the concentrations specified in the NC OM List of Approved vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUSAND WAS N
SEEDING MIXTURE NON-INVASIVE PERMANENT SEEDING PAMS/Fbcculonb and in accordance with the manufacturer's instructions. erosion Cr disturbed soils for temporary or permanent control needs. 1. Create
re designated
WASTE -hazareouswash collection areas on-sin. z
Species Rate RECOMMENDATIONS FOR LATE a. Providepondtng area for containment of treated stormwater before discharging 2. Place hazardous waste Containers antler rover or in secondary containment. N 7
Hard Fescue 151bs/acre WINTER AND EARLY SPRING offsite.
5. Store flocculanb in lean.proof containers that are kept under storm-resistant cover ''K.r NORTH mental NA 3. Do not store hazardous chemicals,drums or bagged materials directly as the ground. Z z
Switchgrass 2.5-3.5Ibs/acre* SEEDING MIXTURE or surrounded by secondary containment structures. 'Si-.SREnvironmentalQuality E o5
Indian Grass 5-7 Ibs/acre' Species Rate _ _ 6 m ¢
NON-INVASIVE PERMANENT SEEDING Big Bluestein 5-71bs/acre* Centipede 51bs/acre Doc
RECOMMENDATIONS FOR SUMMER Indian Woodoats 1.5-2.5 Ibs/acre* Indian Woodoats 1.5-2.5Ih9/aDre* NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING 0
ANDLING EFFECTIVE:04/O1/19 `C,
Virginia Wild Rye 4-61bs/acre* Virginia Wild Rye 4-6 lbs/acre'
SEEDING MIXTURE iu fir
Species Rate u o
Indian Woodoats 1.5-2.51hs/acre' 'Depending upon mix with other species.See table "Depending upon mix with other species.See table PART III PART!!! PART RI
Virginia Wild Rye 4-6 Ibs/acre' 6.11.d from Chapter 6 of the NC Erosion and Sediment 6,11.d from Chapter 6 of the NC Erosion and Sediment SELF-INSPECTION,RECOROKEEPING AND REPORTING SELF-INSPECTION,RECORDREEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
Control Planning and Design Manual. Control Planning and Design Manual. SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION G REPORTING 0
'Depending upon mix with other species. Self-inspections are required during normal business hours in accordance with the table 1.MSC Pan Documentation 1.Occurrences Nat Must be ReportedLI]Seeding Dates Seeding Dates below.when adverse weather or she collations would cause the Barr• ftheins op
See table 6.11.d from Chapter 6 of the NC tyo inspection The approved MSC plan as well as any approved deviation shall be kept on the site.The Permittees shall report the following occurrences: V o
Mountains-Hard Fescue-Aug 1-June 1 Coastal or Eastern Piedmont for Centipede-Sept.1- personnel to be in jeopardy,the inspection may be delayed until the next business day on /F�
Erosion and Sediment Control Planning approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream on wetland ■ ■ V 2
Mountains-SW1lchgras,Indian Grass,Big Bluestein- May, which it is safe to perform the inspection in addition,when a storm event or equal to or The following Rents pertaining to the E&SC plan small be kept on site and available for E� m >>
and Design Manual. s greater than 1.0 inch occurs outside Cl normal business hours,the self-Inspection shall be W
Dec 1-April 15 Coastal and Piedmont for Indian Woodoats and Virginia performed upon memmmencement of the next busmen:day.Any time when inspections inspection at all times during normal business hours. (b) Oil spillz'd: N M >
Seeding Dates Piedmont and Coastal-Switchgrass,Indian Grass,Big Wild Rye-Feb 15-April( were delerd shall be noted in the inspection Record Icememm�.wwg me.rtx.nn errta •meyare zsgalbns or more, y n o
Bluestem-Dec 1-April 1 Mountains for Indian Woodoats and Virginia Wild Rye- n+p,way (ah�M Ease neasnre nor,peen mstalke iOalaM edam Ease melt, nnaww m 't
Mountains-July 15-Aug 15 aa= nd,ae • They are less than 25 gallons but cannot be cleaned up within 24 hours, '^ I` - O IC
Coastal-Indian Woodoats and Virginia Wild Rye- March,-Ma 15 Inspect wr,manwm.r Impeda„w r..er significantly from the of approved Eric plan or COMP.,dace it
Piedmont-Aug l5-Oct 15 y m.nt .tw and Sgn,nlnepecrbn •report mat lots each
• They cause sheen on surface waters(regardless of volume),or O
Sept 1-Nov 1 Pain n rto approved E&sc nitwit till ro,wd Ease �' w
Maintenance: Maintenance: our Palo' shown approve par' plzn • They are within 100 feet surface waters of volume). = o S o 5 0
Indian Woodoats and Virginia Wild Rye Maintenance: Significant maintenance may be required to obtain n.i.,
gini y e measures are modified after initial Id Releases of hazardous substances in excess of reportable quantities under section 311 /ems
Hard Fescue is not recommended for slopes>5%. desired cover once centipede is planted.Acceptable for ie inn lofe the dean water or Ref:40 CFR 110.3 and 40 fFR 11).3 Or 102 of Mali /
are both sun and shade tolerant, m l 1V ,
Prefers shade. sodding. n:<a,wd..•+,n mn,w^,.,i don== l
(b)Apha. grading been p n IRef:40 CER 302.4)orGS 143-215.85.
SEED BED PREPARATION: sect plan ion
LIMING-Apply lime according to soil test recommendations.If the pH(acidity)of the soil is not known,an application of ground agricultural limestone at the rate of t to 1 z tons/acre on weaevre, repr.tm,phoO. bnnn'nuM" (d) Anticipated bypasses and unanticipated bypasses.
coarse-textured soils and 2-3 tons/acre on fine-textured soils is usually sufficient.Apply limestone uniformly and incorporate into the top 4-6 inches of soil.Soils with a pH of 6 or er (cl Gnund cover s bound and Installed
higher need not be limed. zer we.,
Le tz'" ono with the approved Ease Initial and aanacow of Me approved E&sc
Proverb.
r• r+rn n •
plan orwmPle:e,dare and sign an inspection (a) Noncompliance with the conditions of this permit mat may endanger health or the
FERTILIZER-Base application rates On soil tests.When these are not possible,apply a 10-10-10 grade fertilizer at 700-1,00016/acre.Both fertilizer and lime should be incorporated nv t»en plan. report to indlmte=woke.wen approved environment.
into the top 46 inches of soR If a hydraulic seeder is used do not mix seed and fertilizer more than 30 minutes before application, ground coverspecifications.
SURFACE ROUGHENING-If recent tillage operations have resulted in a loose surface additional roughening may not be required,except to break up large Gods.If rainfall causes the n,.i,misocn la)The maintenance and repair complete,mte andagn an inspection repo". 2.Reporting Timeframes and Other Requirements LLI
surface to become sealed or crusted,loosen it just prior to seeding by raking,harrowing,or other suitable methods for fine grading.The finished grade shall be a smooth even soil „ measures
surface with a loosen uniformly fine texture.All ridges and depressions shall be removed and filled to provide the approved surface drainage.Planting is to be done immediately n.In on, have been perform.. Aker a permitted becomes aware or an occurrence that must be reported,he shall contact
after finished grades are obtained and seedbed preparation is completed. $dodo" (el c have been taxes the appropriate Division regional office within the outside
names and in accordance with the w
Wenother requirements listed below.Occurrences outside normal business hours may also be 6
NOTES: • ilea rde.,nepmm.n.m.,nrnm coE&sC measures. rt to indicate the completion orni " reported to the Department's Environmental Emergency Center personnel at(800) \/
1. Permanent seeding,sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframe''stable. den oenoaceee mec.aeermer nos Nn corecuvezcten. 858-0368. i (0 p
2. A North Carolina Department of Agriculture soils test(or equal)is highly recommended to be obtained for all areas Co be seeded,sprigged,sodded or planted ripe Oman..
t7 N
3. Use a seeding mix that will produce fast growing nurse crops and includes non-invasive species that will eventually provide a permanent grour000ver.Sot blankets may be used oa ran.,,, him nrmt^d+sum,r..enmranmuwvrc •nor a.Additional dmpnn the Documentation toed nonNea on SRe .5Rep5ee0gnmd amn Alter Discovery)and oaClee.ther irwrtwm 0 N
In addition Coto the E&SC Dan documents above,the following items shall be kept on the (al Visible sediment U
in lieu of nurse crops.Mat,tack or crimp mulch,as needed to stabilize seeded areas until root establishment.Mulch must be applied uniformly over the soil with a cover density site and available for inspectors at all limes during normal business hours,unless the NdWn]sdeMorbyFlareppnMx o�amsbaeunptanmme re Z
of at least 80%. - stream or wetland
4. Ground cover shad be maintained until permanent vegetation is established and stable accelerated erosion. this requirement
not
exemption based on unique site conditions make LU
Pr 9 9 this requ,ement not practical: oen me requirement arawrlmnrcportona z C' W
ces
��yy,, NORTH CAROLINA .=m4N^i re'^ lal This General Permit as well as the Certificate of Coverage,after i[hre<eived. • the Meilnu w]Idi^bta,impaired for...it- K Z
g Environme"ralQualiry - w ��Inf. perform Q
PERMANENT SEEDING RECOMMENDATIONS QQ
a',Ad, (b) Records of inspections made during the previous twelve months.The permitted shall U
EFFECTIVE DATE:11112/2020 wu.eco p rare Z
m_,w+, cord the required observations on the Inspection Record Form provided by the p
nrercavwbpmvm pem,nmt Division or a similar inspection form that includes all the required elements.Use of with the%0ere•orsbate icon KeDmw+erconditions. rebm 5 ~ Q
electronically available records in lieu of the required IN Oil spills and Bo Mull,an Prat or electronictnaelcation,T notification
quire per copies will be allowed if Haw or date time pure volume antl Cl.
shown to provide equal access and utility as the hard-copy records. has... location of Me spill'yr release.the men J
code =mde:emv= =e wexprn.,e=n., a,esoamareatbn to be eealead i.e Three Yeas substances pernem
restna,vn., - w hit rc my m All data used to complete The a-NOT and all inspection records shall be mainainetl for a period 0bMMa above I'
p quit y inspection requirement. Im ur ate "men Ee en on or ins antici before me dote of(hp pated quality�e e. F
NDTE:The rein'ms inspection resets the required of titres years after project completion and made available upon request[40 CF0.122.41] bypasses loco CFR • rtsnlli include Z
4tlml(s11 ectatna�pass, OZ
PART II,SECTION G,ITEM(41 (ell unen-npa thin q4 ,anon or electronic
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypxsestlao era wn)cnkndwaysarepo" at includes an dvaluanonathe Z Z
]Imn111 quality and effect of the bypass.t OZ 0
kl b ompliance nPm (n F
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 Gown QQ
form close out calen causes,us period or dar co e O U
Non-surface withdrawals from sediment basins shall be allowed only when an of the following criteria have been met, W 0
health or the been corrected,the anticipated fin.
to
(a) TheE&SC pan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which itoefl occur.The non-surface withdrawal ao,77,"0i4o noncompliance is
shann until the E&SC plan authority has approved then nplXAl _My the requirement forawmten rep CFR ort
(b) The non-surface withanwal has been reported as an anticipated bypass accordance with Part III,Section C,Item(2)(c)and(d)of this permit, c• ase-by-case pass. 03
(d Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
Id) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the eewatering treatment devices described in Item(c)above,
le) velocity dissipation devices such as check dams,sediment and riprap are provided at the dismarge points of all eewatering devices,and NTHCAROLINA
(f) Sediment removed from the dewatering treatment devices described to Itemlol above is disposed of in a manner that does not cause deposition of sediment into waters of the United Sates. ` � EnwORronmenta/Quality
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 O z
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