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ACREAGE: 3.173� Y ���_ _ i-/�� \� I c
OWNER: SUNIL KALIDINI __ _
LOT#23 CAROLINA CROSSINGS - /' POO - I $` O
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PARCEL#0091436 �� \ -- \ / / �, ,� - - f OWNER: ERIC&SUZANNE BERGESEN
OWNER: STEPHEN &LISA DOSA LIMITS O� f 1 ' _ - / LOT#24 CAROLINA CROSSINGS 0
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IP '•> I ,,,r. SILOT FENCE OUTLET .- Z W H
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©2024 Microsoft Corporation©2024 Maxar©CNES t +rvb+ c�tit on=A5Q1s�' — Q Et Ct _
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to ma PLASTIC
iEI oaON.r wo„,aowxNa :xeva«a..w 50'MIN
Si ECTION AA-A «� AMD SUFFICIENT To Keep S ecies Rate/fib/acre Dates
�GiHlAN° =F L- NoTpOc 9Le T 1 As ouEM1�, BEDNAENT ON SITE oft P \` )
to MINIMUM ovaaku ,o.„N..,"N x_I- °"'._'� q 000S$-bo'�do�o I
MAINTENANCE NOTES: Rye(grain) 120 January 1-May 1
d' 1.THIS DETAIL APPLIES ONLY TO ENTRANCES OF
SANDBAG (�0®®®®0 ex., v INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS. 5
go o Annual lespedeza(Kobe) 50
OCR a e-®_a T EXISTING �o CONSTRUCTION ENTRANCES ED.2.SILT FENCE SHOULD BE TO ENSURE
o0 2"•3"STONE TO BE useD u' German millet 40 May 1-August 15
e E ROMM AY SURGE STONE OR 3.CONSTRUCTION ENTRANCE SHALL BE • _May b
Vau ©i 0 A e/.® a o o o RAILROAD BALAST) "a$ MAINTAINED ROUTINELY TO AVOID SEDIMENT Rye(grain) 120 August 15-December 31
JI- �" e-7,-
g� % 4EA DIM NT NTE.I /w oQo �e o eeo p�8 4.SEDIMENT ENTERING PAVED ROADWAYS FROM
FSQ ®1J®mm _il1,4&lta, C q�o1P:c•USr e�T�� PROJECT SHALL BE REMOVED IIv]MEDIATELY.
Pro" x Soil Amendments
Q nor TYPE ABOVE GRADE WITH STRAW BALES PLAN Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural \ I
/-� BBVM ,aM�°� nN�Na mn x�«= B limestone and 750 lb/acre 10-10-10 fertilizer.
0 C 0 O O 7,amal•LNaTkLI„xG . SILT FENCE(SEE NOTE 2)
Mulch
to mil PLASTIC LINING TYPE"BELOW GRADE"
SEorlon S.S 3S'MIN. J 15'M.I. } NEW CONSTRUCTION Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt,netting,or a mulch
INSTALLATION psi NOTES «�Tx,wHHTnxxx EId8111IC ROADWAY 1 anchoring tool.A dist with blades set nearly straight can be used as a mulch anchoring
'srol nm„,,,FROM
ai.,, 1.ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. H,a'"'"'„� I tool.
SFmsWAHExs mar05 2,A CONCRETE WASHOUT SIGN SHALL BE INSTALLED wpm sH.„x - '• �: -/. IS WN.
NO S.I I.S Ea MIN. '::,•'`� -,. ^. '\'t,' Maintenance
REASO
NABLY e au.m. WITHIN 30'OF THE TEMPORARY CONCRETE WASHOUT. - - //A
W aE-AN.Ur WAsxoUT 3.MATERIALS USED TO CONSTRUCT TEMPORARY .N�NjNjN ` NNIj�j J VNNjNA; Refertilize if growth is not fully adequate.Reseed,refertilize and mulch immediately
CONCRETE WASHOUT SHALL BE REMOVED FROM THE 4NNlNN( \\, � N�NN�NN�
W EN 73,ET CA ACITY .,�� Fyn • following erosion or other damage.
REPAIRED
IMMEDIATELY. SITE AND DISPOSED OF OR RECYCLED. VARIES
-FABRIC UNDER STcNE
4.HOLES,DEPRESSIONS OR OTHER GROUND
DISTURBANCE CAUSED BY THE REMOVAL OF THE
TEMPORARY CONCRETE WASHOUT SHALL BE - - CROSS_SECTION, n
}Mt\ BACKFII?FD,REPAIRS AND STABILIZED TO PREVENT ,omr„ueoc„„a,c „„Ito-..•• D•• }Mt
}Mt
TYPE"ABOVEGROUN
CHAT'HAMCOUNTY EROSION. WITH WOOD PLANKS CHAT'HAM COUNTY CHAT'HAM COUNTY
xOaTx cw Roa,nw NORTH cw Roa,nw NORTH CAROLINA
-_ STANDARD CONCRETE/PAINT WASHOUT DETAIL
20 R 22 RR �` RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL
M1g N3ARR �'` TEMPORARY SEEDING/MULCHING SPECIFICATIONS DETAIL
e w,e2g NUMBER
SHEET 1 oft SHEET 1 oft Np,q "oa, , SHEET 1 of 1
3 4 14
B'-0"MAXIMUM
I- VARIABLE AS DIRECTED BY THE ENGINEER .-I STEEL POST FILTER OF 1 INCH DIAMETER
/57 WASHED STONE ;'T,.i �84 Zf { ALL DISTURBED AREAS c
tl21E: .3- a tit f y March 1-August 31 September 10-February 28 O
°R ooi4«y No�� SILT FENCE FABRIC TO OVERLAP
•,.y �Y :VI.
50# Tall Fescue So# Tall Fescue
�i SILT FENCE FABRIC 'Y #-
4 ,R aR:J,R HARDWARE CLOTH BV 12 INCHES C 0 •L
MINIMUM 10 GAUGE �, 13711 INSTALLED TO SECOND $• Q
LINE WIRES Ste' MINIMUM 12 GAUGE 'f l e,� `l 10# Centipede 10# Centipede („)
WIRE FROM TOP �i eV ••• Y.r�ii i-t.. .+wit ':.{,s.,.. 41i .Y 'Y.s'xa•'w" 'A"'
Vv�40 Of,
r` , 4 i>'i v `�;� INTERMEDIATE MRES STEEL FENCE POST--..„. -- 25# Bermudagrass(hulled) 35# Bermudagrass(=hulled)
WO J 0 O�. #w!•NP. 7 CD
MAINTENANCE NOTES: v ppp1I:0R O "eid�a•'y«%P• IMRE FENCE HARDWARE CLOTH 500# Fertilizer 500# FertaiZer
4 M SILT FENCE FABRIC STEEL FENCE POST 0
I.REMOVE SEDIMENT WHEN HALF HEIGHT a ON WIRE FENCE
AIB�-S�IlaiSRR SSA aSRiSRiS',AAS.SRS SaIRSaSatiAS2S�ifa, GRADE ON ME FENCE 4000#F Limestone 4000# Limestone
2. SILT REPAIR
OR R. 1 fl IrcJ( �-' HARDWARE CLOTH
Icvi T R 11 R= n x 11.R-n- R1 R II�IInII�-II If�Tf e n I. �.
2.REPAIR OR REPLACE FENCE ^,� II I.'. PLAN VIEW
IMMEDIATELY WHEN(EARS,HOLES, ' - FILTER OF 1 INCH DIAMETER U�SILT FENCE OUTLETS ONLY WHEN WASTE AND BORROW AREAS
1 N 57 WASHED STONE
SAGGING,COLLAPSE,OR OTHER 17 DRAINAGE AREA DOES NOT EXCEED 1/4
DEFICIENCES FOUND. R- FRONT VIEW ITS s a. ACRE AND THERE IS A LOW AREA. USE March 1-August 31 September 10-February 28
3.THE DESIGN LIFE OF A SYNTHETIC SILT 16 _ I ly FLOW DIRECTION 18" AS A REPAIR OF SILT FENCE FAILURES.
FENCE IS APPROXIMATELY 6 MONTHS. II III �� 75# Tall Fescue 75# Tall Fescue
DETERIORATED SILT FENCE MUST SE 1_ 11-RI CC I GRADE STEEL FENCE POST SET
'•H xi 25# Bermudagrass(hulled) 25# Berrnud ass unhulle
STEEL POST II II R II:= IR 6. HARDWARE CLOTH MAXIMUM 2 FEET APAR WIRE FENCE - O, ,0
REPLACED. -- _- \'• "'/
GENERAL NOTES: WOVEN WIRE FABRIC lid A 500# Fertilizer 500# Fertilizer
1.USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 I I \ II 4000# Limestone 4000# Limestone
ACRE PER TOO LINEAR FT.OF FENCE AND NEVER IN AREAS OF SILT FENCE FABRIC SIDE VIEW 11 y • I ,.....
CONCENTRATED FLOW SUCH AS STREAMS,DITCHES,OR WATERWAYS. LI 't..>.�R/•V• .��;;i :i Note:50#of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon request.
2.NEVER INSTALL SILT FENCE IN WETLANDS UNLESS APPROVAL HAS T SILT FENCE I� i �,� Q ! aI:IMMU [,]
BEEN RECEIVED TO DO SO FROM APPROPRIATE AGENCIES. °� o MAINTENANCE NOTES: FABRIC / .'TNI:I h :L
3.OVERLAP 12 INCHES WHEN SPLICING FABRIC. RLAP>1 �♦ �� ..1.." f1 RLAP Z
I.REMOVE SEDIMENT WHEN , I f, ,(:��; ti� i;y,...,..::.,.rvv, ING1Hz, On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 516/acre and add 20#of
4.CURL EACH END OF FENCE UPHILL IN A"1"PATTERN TO PREVENT END cl S�OQ r, REFRESHHALF ISTONEGHT FTHAT a�� CP ,4,. Mbi f �r Seticea Lespedeza from January 1-December 31.
E.
FLOW. I yy.
5.ANCHORING OF TOE OF FENCE SHOULD BE REINFORCED WITH 12 ry FS'\; � BECOMES CLOGGED WITH GRADE i ..4 iiiiiiiiiiz;:�„ •.,,,,,,� ,>r,,,,,, ,,,,,,,,, ...,e,�l
INCHES OF NCDOT#50R#57 WASH STONE WHEN FLOW WILL RUN ,"` SEDIMENT/DEBRIS. .-..1.11 el I£N P" .4 jISH��iIiIiI -'s
PARALLEL TO TOE OF FENCE. 2.REPAIR OR REPLACE FENCE e _ 'i�a�'�ip�® ��liiii ' -,.fl _ Fertilizer shall be 10-20-20 analysis.A different analysis of fertilizer may be used provided the 1-2-2 ARROW
6.FOR REPAIR OF SILT FENCE FAILURES,USES LT FENCE OUTLET DETAIL COMPACTED FILL AND HARDWARE CLOTH ' BP �-' Rll ll=-EE ..g _•
2018-014. 6"MINIMUM COVER OVER SKIRT IMMEDIATELY WHEN _ 1 4,1 ILO=--= LI II IIw.III E_- n IIIRn 1-1.�L ratio is maintained and the rate of application adjusted to provide the same amount of plant food as a
7.HAY BALES ARE NOT A SUBSTITUTE FOR SILT FENCE. DEFICIENCES FOUND. -11 i i ff 11.II 5 11=11:I I I II IL
°b 1=R.TIE=Urn= 1.1 I n. 1 10-20-20 analysis and as directed.
II II-11= II LI
ANCHOR SKIRT AS DIRECTED BY ENGINEER I''=II.1=1f U U ORI_It 11=1 NOTE:
n BURY WIRE FENCE,HARDWARE CLOTH, T�� n M.SPECT PERMANENT AINTENANCE ° STABILIZATION WEEKLYAND AFTER s[cNnHcnnT'RAIN evingTs.
y�� SIDE VIEW y,y� FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO �.I 2) Elms ADEQUATE RESEED...Rnuze AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE,.PAIRING
Gz
THE TRENCH �� 1RQDFD ABBAS P.Bt TO RBSTABILMATION,MONITOR UNTIL 90,STABILIZATION ACHIEVED.
CHATHAM COUNTY CHATHAM CowryNORTH CAROLINA CHATHAMCONORTH INA 3)SECTION 6.11•TERMANENT SEEDING"OF NCDEQ DEMLR EROSION MANUAL MAY BE REFExNCED FOR PLANNING CONSIDERATIONS AND RECOMMENDATIONS.
STANDARD SILT FENCE DETAIL
T2018-013 se �� STANDARD SILT FENCE OUTLET D�xo1s-o1a� �'` PERMANENT SEEDING/MULCHING SPECIFICATIONS D�2019-oz1 E
SHEET 1 oft SHEET/oft SHEET 1 oft
..n.v®reoecea"ve..m.w. v mm..a.....•.u...wwn, weave.
v®rorernaxmuwx, Cr)
J
6 7 15 Q
ANCE NOTES: Region of
1)INSPECT DIVERSION DITCH WELKLV AND AFTER SIGNIFICANT RAIN TOP RIM I'eelegee Adaptation BIB pr Blamrc Atlapmwn Bemoan.
/roLLI
rc 0
ze DITCH As NEEDED TO MAINTAIN 7x0 OF DITCH coot season Graeae: sbem um cola""'"weer nF�I, rt P
S FOR EROSION AND CRASS ESTABLISHMENT REPAIR EROSION,
2'-0"MIN. ', `ADDITIONAL SODDING
DESIGNED
I cORCK unMSREMOVE EwArrLes�onoPH APPROVED MEASURE MUST BE K rbl"gfe"x'"e INSTRUCTIONS CAN BE FOUND J
INSTALLED WITHIN DITCHr--- •= - T Tall blend Te ka„. a,x good peoe veee wee veee x.0 a ngn
�g ,Adventure, u. Mountains "°n0i1y b1uvgr Piedmont IN SECTION 6.12"SODDING"OF 0
STEEP CUT OR FILL SLOPE 18" Q SLOPE SURFACE SHALL BE SMOOTH BEFORE IF THERE IS A BERM AT THE TOP OF SLOPE, Canner"°nevg• „a T""°"'° goo` 0Oa 0000 pvve °°"' '' ' THE NCDEO DEMLR EROSION Ct
Jaguar,Oymyk,Rebel Ilypb e,,,,,xmg,m, pm 1 high
- 3:1 SLOPE PLACEMENT FOR PROPER SOIL CONTACT. ANCHOR UPSLOPE OF THE BERM. ran resoneM.mnnr MountainsGnwa.gr.,, fur good peer wa pee, 0.S 1 lowAND SEDIMENT CONTROLI-
(MAXIMUM) Mne,JJ. and Piedmont NIA.... g soa pare w� _ Ta �m PLANNING AND DESIGN MANUAL. Z
tioaew
MIN.2 ANCHOR IN 6"X 6"MIN.TRENCHWarm Season ze.�.,,,rc,„ �.i gexa no- ow. good ,.a , n O
STAPLING PAIL ERN AS OVERLAP HyaH Beenawra.,a. om.BNB,Teter Piedmont and meow from Gem.LOWos.NGAPS a„Ilem no AGw. MAINTENANCE NOTES:
NOTE w AND STAPLE AT 12"INTERVALS. II a rI een Coastal Plain
U
CROSS SECTION A-A PERMANUFAcr MANUFACTURERS r �, 11) RFIRST WEEK,WATER ASNELESSARYTD CO
STABILIZE DIVERSION DITCH WTH TEMPORARY zoyekgreea Emerald.Meyer Piedmont and Soil
soatatama soil
'n tab exact 0001,00IOE m�'b ZONE MAINTAIN ADEQUATE MOISTURE IN THE W,tH (V
SEEDING AND EROSION CONTROL MATTING. RECOMMENDTAIONS C p a..a.e.e pain mom,ercial .Infonatton ON rf.sal aoam«is akbaob,�mthe Ne AND pxevervr DORMANCY of son.WATER
Milli MIN. OVERLAP. antipeeegeas ,m the MORE DURING SUM 'R aNTHS z
"°. PCB pen` _ the 2)DO NOTANY
HAS EIGHTBoorw H w
�•` MHWw xAssfreIGHTBerwEEN
stAuguMnegreaa R. p., Nane INCHES ES OTHERWISE SPECIFIED. O
UPSLOPE TOE O�• g M x Coastal Pax •Pulsed.atan, I.ollg llllaou et reof3mnUsae(100Ib/1.00n 33LAkFTER FIRST GROWING SEASON,ESTABLISHED
POSITIVE GRADE 1.0%MAXIMUM a mb a ppl'iers a your lore .QUIRES ON;MAY ALSO REQUIRE
t� STAPLE OVERLAPS MAX.5"SPACING. r e:) lumraR« Ws TEST xcco�relvnan \\r Q
BRING MATERIAL DOWN TO A LEVEL arm,` m r orpom a n )
SIDE SLOPES TOP RIM DO NOT STRETCH BLANKETS/MATTING AREA,TURN THE END UNDER 4"AND ' r „ "« � _top 4-8 inches of soil by _ _Tap - _ E Equivalent nutrients may he apphed with other feellmer foreadations.These --. ' - 0I 5
3:1(MAXIMUM) TOP RIM OF DITCH STAPLE AT I2"INTERVALS. --- x« « eve m 1 - ,m„m,.,e •"°` Z
2'-0'MINIMUM TIGHT-ALLOW THE ROLLS TO CONFORM TO ANY
(� or to I ymp a. tw soil of f L bre she - -
�� �� IRREGULARITIES a„p a wa"m :' 1+ ��I - �-��a�-� O 0
LIME,FERTILIZE,AND SEED BEFORE INSTALLATION. '°p'P 1 order ""a' I wD° a1e see to ° smooth
cpa Z O
FOR SLOPES LESS THAN 3H:1V,ROLLS MAYBE .a',Kao�""aM aenama-^^glb�•_I,��;, m•x=
PLACED IN HORIZONTAL STRIPS. PLANTING OF SHRUBS,TREES,ETC.SHOULD OCCUR r�J eompme sou prcparatiox 6y rolling x„wepaertxs m rim the soa.A.oia r"m m" my y J Lij
Q Cn
STEEP CUT OR FILL SLOPE ® ® R. ie 'a � ® ® ® ,),. ®,. ® ® °& AFTER INSTALLATION. ere wavy equipment on we area particularly when we souls wet as roes e
o5-. - - � - - - - - - `- `- - - - "4. 00 came excessive compaction and make A difecWt for the as,o tale r.5 G 0
� � `a. 'he `t. ♦ a "Ie MAINTENANCE NOTES: =�.-'_.^C?,.. "o.m root. 'I� p 11 1 � < O f
a a a a a ® ® a a 0• �' a a a 1)INSPECT MATTING WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.REPAIR IMMEDIATELY. `-r'�_ 0 p III III (Nf = U w
(1 2)GOOD CONTACT WITH GROUND MUST BE MAINTAINED,AND EROSION MUST NOT OCCUR BENEATH <G,,__ L 4
-.' Y O
n n MATTING.REPAIR AND SECURE AS REQUIRED IF DAMAGED OR UNDERCUT. n N
OA PLAN VIEW u O J,,u p
\ 3)MONITOR AND REPAIR AS NECESSARY UNTIL GROUNDCOVER IS ESTABLISHED. J \ ,„Iama,e�. ksYm "«.amua.a.e. ,Nam��nn a% } H
CIA TTum cow rY CH RTxAm TH ROLINA op HAMcoTH wmry NA O m I-
-� STANDARD TEMPORARY DIVERSION DITCH DR2mBaog TAIL NUMBER �- STANDARD MATTING INSTALLATION(SLOPES) DE2or0DroAEO �� SODDING INSTRUCTIONS DETAIL2019-001 Z W H
,�-„�„ SHEET I of 1 .,A,m,®rcma„O„a",,,,,,„,= SHEET 1 of 1 .. .ee,.,n.«.D"...,Nm,. SHEET 1 of t
H < O w
9 12 16 < D CC _
0 0 0 fn