NCC222350_Site Plan or Location Map_20220628

DocuSign Envelope ID: 528AF400-D614-439F-B1A1-DCA68110534E
EROSION AND SEDIMENT CONTROL
APPROVED PLAN
DATE
PERMIT NO. S-
Wake County Environmental Services
Sedimentation & Erosion Control
919-956-7400
EIP —
EXISTING IRON PIPE
EIB —
EXISTING IRON BAR
EPK
— EXISTING PK NAIL
NIP —
NEW IRON PIPE SET
R/W
— RIGHT OF WAY
CATV
— CABLE TV BOX
EB —
ELECTRIC BOX
TEL —
TELEPHONE PEDESTAL
PP —
POWER POLE
OHL
— OVERHEAD LINE
LP —
LIGHT POLE
WM —
WATER METER
WV —
WATER VALVE
CO —
SEWER CLEAN —OUT
CB —
CATCH BASIN
\ /
MILL INVrvErSTMENTS INC D.B.
D.B. 7583, PAGE 1
O \ PIN# 1821.04-73-4130
�1'
PROPOSED DISTURBED , , 'Q'L,26' I
AREA 37,y30 S.F./ i I 5 I SALT FENCE'
O , I OUTLET /
Y CONSTRUCTION
ENTRANCE ' �-+!•/ , , ' , , , , , , ,� //, ' , / , /
47,724 sq.ft.,'�' ,�� ��� ;'65,681 sq.ft.','dddl��,',','%;
265' o ' a�S �N 1.508
\ADUKE PROGRESS •Q9,6 AC �S
UTILITY R/W /' N , �/ , , ' �' , ' ' . O0OR50�O , ' ' 20' PUBLIC/
DRAINAGE
EASE ENT '/, / O
PRO�OSED DISTUR ED,
/ i2Al W -� i�J�' , ' , ' , ' ' . AREA 24,564 S.F. ' ' ' ',
,oU G , , 16k3�` , , , , , , ' , ,
z �� / ' �/ CONSTRUCTION,' ' 20' PUBLIC ' ',',' ' ' , `SILT FENCE
7 2Qj6 ENTRANCE ' 'DRAINAGE & ' , OUTLET WITH, N/F
S17E—DM
TABLE
ZONING DISTRICT
R-BOW
RIVER BASIN
NEUSE
COUNTY WATERSHED
MUD BRANCH
WATERBODY INDEX
27-17-1 3
LOT NUMBER
LATITUDE LONGITUDE
75
35.981694-78.571442
77
35.981008-78.570562
78
35.981390-78.570251
79
35.981942 78.569945
80
35.982163-78.570514
VICINITY MAP
\ \ , , / , �`L / , , ' HORSESHOE ' unu�q,
4 , / , / , , SCM ACCESS, , , , , , UNITED STATES OF AMERICA
o ' EAS E T ., , , PROTECTION � , / , D.B. 5104, PG. 381 i
\ / , , CN i 61.23'-� N,,�`7 i , ' / PIN# 1800.03-10-2847 `���� �N CARO ,,,
75 ,aT� 90 , ' ' ' ' , ' ' ' /'' • . ..xt"ESsi• ,
, LT FENCE / / S � Ai✓� '9Z• / 10 , o [ o 9 / i
54103 s ft. 16X30
4q =
OUTLET \ , q• CONSTRUCTION / / / i Cpy 76 ' I I ' / M / 8
\ \ 1.242 AC. ENTRANCE I F ST X3p I I , I , I f , PERMANENT I = =
, ' ' , , , I ti� v� I SILT �ENOE r STORMWATER DEVICE ) / SEAL
' n I ' ' qYC �0 I OUTLET ' c9 ACCESS & / I - ? L-4685
TRANSMISSION , . _ ' , `a , ' , / ' ' �� >I I I �I I I ' I ' ' ' 0\' MAINTENANCE /
TOWER \ , �� ' ' �� `� I I ' I I I ' I ' ' ' ' �r EASEMENT /
' k C' ' l I `? PROPOSED DISTURBE 1 1, / --" VO �'••gySV•R a•`�' �� �•
PROPOSED DISTURBED , , , / �F p , AREA 24,�51 S.F. , I / / "
\ ` \ AREA 38,000 S.F. / Z / / I I ' I , ,� I I /
�/���i� �����`��� 2/8/2022
�
�' DocuSig ned
SILT'FtNCE'
`OUTLET WITH
\ G,` - - - - ,h , , / �j , ` S1 HORSESHOE
' PROTECTION `// 1 ` AF5DC1951AA8410...
\ \ 'SILT FENCE _ _ _ _ _ /, •'�{ \�\, I 1 �` �` SOIL AND EROSION PLAN FOR
OUTLET WITH - `i
`obi � gORSESHOE 76 � - - _PROPOSED DISTURBED /I � \� \� ` ` `/ � � 1' II 4 ` 1
\ PROTECTION'r/ , '
- ` AREA 26`40iF. 5 �� w�N q• LOTS ?'S, 7?', ?'8, 79, �c 80
P cE 57 399 s ft.1y
CAMBERLY SUBDIVISION
OWNER: EXETER BUILDING COMPANY
20' PUBLIC 75,208 3q.ft.' , ' , / /I 30' PERIMETER DOVER HILLS DRIVE
/ DRAINAGE & / ' BUILDING SETBACK
\SCM ACCESS 1.727 AC ' ' , ,'' D.B. 18882, PAGE 2598
\EASEMENT
B.M. 2021, PAGE 2226
\ `
NEW LIGHT TOWNSHIP
3 pa\ WAKE COUNTY, NORTH CAROLINA
'�'r 3p1•�9 FEBRUARY 7' 2022
MOSS \ \ \ J
P.C. \ \ - LINE TYPE LEGEND 100 50 0 100 200
eyors \ \ / PROPERTY UNE - LINE SURVEYED
` --- RIGHT-OF-WAY
\y/ —ADJOINING LINE -UNE NOT SURVEYED
\ 25' TREE & VEGETATION - BUILDING LINE SCALE 1 "=100'
/ PROTECTION ZONE -BUILDING SETBACK
— EASEMENT
3 / — BUFFER
,88 / FLOOD HAZARD SOILS
SHEET 1 OF 4
' k C' ' l I `? PROPOSED DISTURBE 1 1, / --" VO �'••gySV•R a•`�' �� �•
PROPOSED DISTURBED , , , / �F p , AREA 24,�51 S.F. , I / / "
\ ` \ AREA 38,000 S.F. / Z / / I I ' I , ,� I I /
�/���i� �����`��� 2/8/2022
�
�' DocuSig ned
SILT'FtNCE'
`OUTLET WITH
\ G,` - - - - ,h , , / �j , ` S1 HORSESHOE
' PROTECTION `// 1 ` AF5DC1951AA8410...
\ \ 'SILT FENCE _ _ _ _ _ /, •'�{ \�\, I 1 �` �` SOIL AND EROSION PLAN FOR
OUTLET WITH - `i
`obi � gORSESHOE 76 � - - _PROPOSED DISTURBED /I � \� \� ` ` `/ � � 1' II 4 ` 1
\ PROTECTION'r/ , '
- ` AREA 26`40iF. 5 �� w�N q• LOTS ?'S, 7?', ?'8, 79, �c 80
P cE 57 399 s ft.1y
CAMBERLY SUBDIVISION
OWNER: EXETER BUILDING COMPANY
20' PUBLIC 75,208 3q.ft.' , ' , / /I 30' PERIMETER DOVER HILLS DRIVE
/ DRAINAGE & / ' BUILDING SETBACK
\SCM ACCESS 1.727 AC ' ' , ,'' D.B. 18882, PAGE 2598
\EASEMENT
B.M. 2021, PAGE 2226
\ `
NEW LIGHT TOWNSHIP
3 pa\ WAKE COUNTY, NORTH CAROLINA
'�'r 3p1•�9 FEBRUARY 7' 2022
MOSS \ \ \ J
P.C. \ \ - LINE TYPE LEGEND 100 50 0 100 200
eyors \ \ / PROPERTY UNE - LINE SURVEYED
` --- RIGHT-OF-WAY
\y/ —ADJOINING LINE -UNE NOT SURVEYED
\ 25' TREE & VEGETATION - BUILDING LINE SCALE 1 "=100'
/ PROTECTION ZONE -BUILDING SETBACK
— EASEMENT
3 / — BUFFER
,88 / FLOOD HAZARD SOILS
SHEET 1 OF 4

DocuSign Envelope ID: 528AF400-D614-439F-B1A1-DCA68110534E
1 7 75 7�-�
CO
I 'I EHISIING
T111A 1­t.hlk'NTE lr x T Rc II Ir TYPES
eI RO NaEKtJ:.
r Ir,.s
TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAIL
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2 REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
PPS' 3" SIONf '0 5 L
(Sl13GE STDNE OR RAILROAC ®AI1A"�S I
PLAN VIEW
N�Ex
1. I.NMl sill fce or vea prolecnpn f ce "P.., ro
dve In I driee g O
2 Ifm d d, h' 1 ImgD Ne
duo rb fth ro 1 h ¢id ba
l,f..
bDDnrn Rd. g 6 p bl d M1 t e
p-Tr MINIMUM OR
us bel v[h d p o W ly rfm�d
Hack d MflAt,, — p bli roads
" E V. PROPOSED
-tivfs Y. WHICHEVER
3 MerC - hppl - tl1=1 mME
mud di Gomi g b E CmlMM'
GREATER.
I
requ Pell, d at t eduveDt ladenetone and
re lee lh fies6 s Umn metelY remove eil
Ij
mud/scdrmmMrock imckM fF hel r.
NEW
CONSTRUCTION
EXISTNG ROADWAY 1
1
II III —III —III —III—'
LIER TmaR.. TNTIR s aNI
W CROSS SECT -ON
COUNTY
STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL
MINIMUM 10
LNE WRES
NOTE:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED ROW.
Z. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE.
wXr wXc fcxrF AND xAXDX.N: ClWlx / II `WXK a• ar IN
wmrrf aF
I AIER IAWF 1RFM]I
II
u
SECTION VIEW
COUN STANDARD SILT FENCE OUTLET CO
f %a�M�P
CAWTHORNE, MOSS
& PANCIERA, P.C.
Professional Land Surveyors
C-1525
333 S. White Street
Post Office Box 1253
Wake Forest, N.C. 27588
[phone]
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
.I FILL SLOPE
14
F,�N.
4' GRADE
6" MINIMUM COVER
OVER SKIRT
'I
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
A-6
� UTAJS l KIY KPY 1Stt �tUIIUN IHKU
IxW RIP RAP HEADWALL
w alpE /5 WASH/ STONE. 1'-0' THICK X
i I...,..: / l
/. / PERSPECTIVE VIEW
NO SCALE
SEDIMENT STORAGE
AREAS TO BE DISTURBED
(CUT, FILL, ETC.)
�
` FLOOD
STORAGE ZONE
RIP RAP
HEADWALL
\
F(ON,
PIPE
INVERT
NATURAL GROUND
\�
7.5'
3
_____________
FLOW
_—
CLASS 1
RIP —RAP
MAXIMUM SEDIMENT
(CLEAN OUT POINT)
DEPTH
WASHED STONE
SECTION THRU
CATCH BASIN FILTER
AND CULVERT PIPE
NO SCALE
STANDARD HORSESHOE INLET PROTECTION
CARC'�-.,,,
O"€SS
SEAL '�\
=9 -
r L-4665 c
J��Ors4L .�
2/ 12022
�,/1111111111�
DocuSigned by:
, 6r)Avu
AFSDC1951 AA8410...
SOIL AND EROSION PLAN FOR
LOTS 75, 77, 78, 79, & 80
CAMBERLY SUBDIVISION
OWNER: EXETER BUILDING COMPANY
DOVER HILLS DRIVE
D.B. 18882, PAGE 2598
B.M. 2021, PAGE 2226
NEW LIGHT TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
FEBRUARY 7, 2022
100 50 0 100 200
SCALE 1 "=100'
SHEET 2 OF 4

DocuSign Envelope ID: 528AF400-D614-439F-B1A1-DCA68110534E
CMF I P.
��JJJ
CAWTHORNE, MOSS
& PANCIERA, P.C.
Professional Land Surveyors
C-1525
333 S. White Street
Post Office Box 1253
Wake Forest, N.C. 27588
[phone]
SECTION A: SELFINSPECTION
Self-Inspections are required during normal business hours in accordance vaith the table
below. when adverse weather Or site conditions would pause the safe[ ofth, e insPc
personnel Iobe In jeopardy,, Inspection mays delayedu [[M1e nextbusinessday on
which It ih-1.to perform the inspeRlon. In addition, when a storm event of equal to or
er than 1.d inch occurs outside of normal business Hours the selt-inspection shall be
perform,dupon th,comt,d in th, t ofth, nextbusiness day. Any [line when Inspections
were dais ed shall be noted n tb I t Record.
NOTE: The min Insp-bn resell the r,q,,,,d 2 calentlar Day inspection requirement.
SELF INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved [RSC plan es well as any approved devlation shall be kept on the site. The
oved [&SC Ian must be ke t -lo-date throu hput the covers , u,d,, this e .
Thor p pup g g p rm
The following items pertaining to the plan shall be kept on site and available far
nspection at all ti es during normal bus,,m ss hou
1.11 _
(b)AIF- g g sheen complete
( G sane, wmthe approves Fast
(d) T
mbbl,dawan g n-P-11-rePnrt
(e)eC sM1ave been taken
Ie 'he
e
2. Additional Documentation to be Kept on Site
n addition toth, E&SC pia, dowme d, a bove, the[.Mowing items s 11 be kept on the
and ovailable fpr'mspectors at all times during normal business hours, unless the
olvi- provides a it, lb-th, exemption based on unique site-Ifitlons that make
this rag--nt not pm¢iczl,
(a) Ih is General Permit aswelI as the Certlflcate of Coverage, after it is received.
(bl Rmrdsof In Ad,ionsmade during[M1eprevioustwelve months. The permlltee she I
cod Mo r,qu- obsI-atmns on th, Inspection Romrd Form prpvltlotl by th,
Diviso'ors dills' lnspettlpn form that Includes all the required elements. use of
FlFdtally-available records in lieu of lha mqulretl papercopies will be allowed it
It. -otoprovide equal access and utility - the IF- .py records_
3. Documentation to be Retained for Three Years
All data used to complete the e-N01 and aftall inspection records shall be ma'mtained far a period
of three Veers er project completion and made available upon request. )40 CFR 122 411
PART II, SECTION G. ITEM (1)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
5ed'M ant b a sin s a n d tra s I- receive runoff from mains e s of one acre or ore It, l use outl11Itructuresthanvifndram water from th a surface when these J-1-1neeatobI,drawndt-
foe ma'mtenance or close out unless thls Is Infeasible. ThegClrcumstances In which It A not feasible to withdraw water from the surface shall be rare (for example, times with e,,,d,d cold weather).
N. dace wl[ndrawals from sediment basins shall b, allowed only when all Of th, following a,t,d have been met:
lal The wit
E&SC planautbority has been provided veith documentation pf the non -surface veimdraveal and the specific Fi pedoazorcpndihons in which iI.,It occur. The non -surface wimdrawal
;Hall not_
ot commence until the EAST plan aumnritI has approved mete Heinz,
(b) The L.,s ace hdrawal has been reported as a n a ,bitted bvpess l n accodance with Part III, Section C, Itam(2)(c) and(d)of this permit,
(d Dewatering di,charges are treated -1, --it, t0 minimize dbcharg,s of pbllutants f-Odb waterthat1, removed from th, sediment basin. Examples Of appropriate controls Include
prop, IV ,t,d, d„Ign,d and maintained dewetering bnks welrt- , ana filtration ,,stems,
(d) Vegeta d,upland areas of th, sites or a properly d,,igned stone pad is used to th, extent feasible at the outlet of the d--mg treatment devices described l n Mein(,) above,
(el Velodty dissipation d icessuch a,-- dams sediment craps, a na clomp are provided at - discharge points of all dewatering devices, and
(f) Sediment removed from the dF.111-C treatment devices detailed nitem(c)ahoveiz disposed of in a man Her that doe, not cause deposition of sediment into veaters of the IF,. -States.
PART
SELF INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
esshall iepoi L the following occurrences.
(a) Visible sediment dePosltl0n in a stream or wetland,
() OF P llf
y Sgalnnsnr Wore.
Thy less than 25 gallons butcannot I, Cleanedu 1th'n 24 hours,
Th , sheen on surface water,(regardless of volume) O
Thy elEd,10Of„t of surface waters(regardl,s, of volume).
(c) Rel-, of M1azartlouss.IN-.ces In excess of reportable quantities under Section 311
At the Clean Water All (Ref. 4C CFR 110.3 and 40 CFR 11].3) or Section 102 of CERCIA
( f: 40 CFR 302.) G.S 3-21585
(d) Ant 'pared byp d nticipated bypasses
(0) vnonpl-ti, with the conditions of IF,,erm ls pit I- may ondangor health
enor [he
2. Reporting Ti-,-, and Other Requirements
After a permit[,, becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office witM1ln the tmeframes and in accordance with the
other requlremen[;listed below. Occu« ,neat outside normal business hour; may oI,, be
rted to th, Department's Environmental Emerg,nry Center personnel at (ROO)
858-0368.
(a) vl
es (Art ery)an
plact IF
IF
(b)oa spills ana
1(b)(c)ab
k
,haau ncldde nnofthes ill orrelease. edate ume na-,Volume ana
(, n roseette,dofthe
bypa4sls(m,(3 CFR
Ae m ease
one luauon ofm nucpated qualiNand
(bd)Zuna Iclpa
14, MR 41(m)(3)I
or elett
the hypa.atmdudesan evaluauon of the
e)to
R 1zz4t(i)in)
te and the
euwo e44i�(s)to
Ide, IF ethe
by
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
;,O.,U��;��;,O,N AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
g the details and specifications on this plan skeet will result in the cd-r-it.
tpi. , bet�ng considered compha it with the Gmu nd Stabih-t-and Matena is Handling
t s of the NCGOl Construction General Permit (S-Ld., E and F respectively). The
snail comply vdTh the Erosion antl Sediment Control approved bythe
permittee plan
delegated authority nevi ngj,b,dicton All detallsand specdf ns show nthisshee
ppl, aependmg nn rite .ndainnt anathe delegated a ohndty ha.�nA jurisdictmn.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Site Area Description
Stabilize within this
many[alendar
days b- -id ng
land disturbance
Timeframe variations
(a) P er dikes,
es, dltchet,And
'slopes
]
None
(id H lgh Qualify Water
None
(NOW)Zones
7
(d Slope[neepertnan
5
Ifslpe a 10'or lessin tengths ndare
p ,per than 2.1. 14 dasare
ndl
allowed
(d) Slopes 3:1 to 4:1
14
-] tlays for slopes greater [Han 50In
length ana with slope, steeper Man 4.1
-2 tlays for perimeter dikes, ,wale,,
ditches, perimeter slopes a nd HOW
z1. tlays for Fall, Lake wbter,n,d
-] days for perimeter dikes, ,wales,
(e) Ares, with slopes ditches, perimeterslopes and HQW Zones
flatter[han 4:1 14 -lo days for Falls Lake watershed unless
there is zero slope
:After the permanent cessation of construe es, an a reds with temporary
stabilization shall be converted to peon u�n�d snbllicatipn as soon as
pLund
racticeble but In n0 Case longertltan 90 celentlarr daYds aker[he (art land tllrtuding
actNity. Temporary ground stab) lizatlonshall be maintained In a ma nnerto rentlerthe
surface noble against acceleratetl erosion until ---ground sAttizalion Is a ieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that sin will not dislodge the soil. Use one fthe
techniques In the table below'.
POLYACRYLAMIDES(PAMS) AND FLOCCULANTS
1. Select flocculan[sthatareappr0prlateforthe s.iI,b,InX exp dd,ing
oselecting III,,III,, th, . VC DOUR List ofA,pi d➢AM51Flocculdi
Apply floccu isms at or before the inlets to Erosion and Sediment Control Measure,.
3. Apply noccvlantsat the mncentmtlonss tdh,dlnth, NCOWEListofAPpd-
PAMS/Fbx Idnts and In accodance with the manufacturer's instmct,.ns.
4. Provide pI,nd,ng area for containment of treated Stormwater before dKIT, IS—
offstte.
5. Store flocculan[, in leak -proof containers[nat are kept under storm -resistant cover
tied b,ternndary,wtainmem
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain v,hide, and ,g p-tro preven[discharge ofilld,
ovide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from [M1e
project.
4 Collect all spent fluids store in separatec tamers and properly dispose as
haaardous waste (recycle when ppssible).nn
s. R move leak( rig vehides and construction e q ant From service until the problem
hat been Corrected.
6_ used fuels lubricants coolants hydraulic fluids a rid other petroleum products
,a ecvding or d,,pb,,lCenter mat handles Ines, material,.
er bury or burn waste, IN... titter and debris in approved waste containers.
2. ovideasuf0cient numberand size of waste containers leg dumprteF trash
ecepbcle) on site to contain c.n,tmctlon and domestic wastes.
3. at least 501eetaveav from storm drain inlet; and surface
other alternatives ere reasonably avails ble
4 ,that do not receive suhstantial a mounts of runoff
f b. upland a easaand doesanot drain directly to a storm drain, stream or veetiand.
S. e at the end of each workday and before storm events or
nvine;econaarvcontainment Repair nr replace damaged watt, cnntamert.
Anchor Al IllItems In wale, containers during times of high winds.
2. Empty wastecontainers as --it to prevent overflow. Clean up lm metl-lb, if
ertmw.
8. Di,pasewa"dd.
IT'it, at an approved di,p-If-lity.
3. On business days, clean up and dispose of wart, in designated waste containers.
PAINT AND OTHER LIQUID WASTE
of dump paint and other liquid waste Into storm dohs, Areams orwetlands_
to paint washouts 2 at least SO At aveav from storm drain inlets and surface nl s other site ve a reasonably available.
3. Cantainuliquid wastes In a controlled a red
4. Contain. -nest be OF,'d, AI ana d-d appropriately forth, needs ofsite.
5. Pr event the discharge ofsoaps,solvents,detergent, and otherllgbid wanes fmm
TS
PORTABLE
I bll portable toilets on level grountl, at least 50 feet away from storm tlralns,
.,eland, unless th-Is no altern ', reasons bly available. If 50 foot
offsetattainable, provide relocation of portable toilet hFh.nd silt lance or place
vet pad and su«ound with IF d bags
ovide staking or anchoring of portable toilets during periods of h,gh.lnds or in high
foot [raffle areal.
3. or Atabl,tt, - for l,aking a nd properlydispose of a It, l,ak,d mat,di 1.
e a licensed sanitary wane hauler to remove leaking portable toilets and replace
CONCRETE WASHOUTS
of discharge conc*ece or cement slurry from cM1e site.
2. Dispose of, Or recyce settled­­d I- residue In accordancewith lorzl
a nd sIat Aidwaste regulatlons a nd at an approved-lity.
3. Manage washout from mortar mixers In accodance with the aboveltem antl in
addition place the mixer and a,soClaled materials on Impervious barrier and wlthln
o[ perimeter ,It fence.
4. Install temppmry concrete washouts per local requirements, where applicable. It an
method or produR iz to be used, contact your approval authorlty tar
and approval. Iflocal standard details a re not a .lk,hle, use one At -
I,, two
s bF temporary Concrete washouts provided on mil detail.
5. eashouts for de. dng or rtoring def b-curb or sidewalk
cow "`thin th, may not be pumped Into or
d-ha ,dwm„roan drain system or mC,Ning,,,a,prlaCe waters_ oquin waste mu,t
A, pumped out end removed from project.
6. seashouts at least 501-firgmstorm drain inlets and surface veaters Unless it o be shown that no other alternatives are reasonabiv evallable. At a mjn-nn,
in,tbll protection of stone tlmin lnIeN,) Closest to the wash- hi,h could receive
spills or overflow.
2. lnrate washout, In an easilyaad bleared, on level ground and Installs stone
e ce pad in front ofth,washout. Addlonal controls may be required by the
a pprovl rig a utM1orlty.
8. Install at least one sign directing -drete tracks to the washout wlthln the project
s. Postslgnage O,it, washout itself to ldentlfy[M1ls location.
9. Remove leavings fmm the washy ,hen at approximately 75% Ipb,ty to ll colt
verflow events. Replace the tars, s rid bags or other tempOmrystruc[uml
Omponenls when no longer func[IOnal. 1Nhen utilising alternative or proprietary
products, follow manufaI.-'. instructions.
10. At th, completion of the concrete work, remove remaining leavings and dispose of
n approved disposal facility. Fill pit, If applicable, and stabillae any d lsturbance
caused by removal of veashout.
venh pmpedy nperat rig unm
HERBICIDES, PESTICIDES AND RODENTICIDES
AGEMELT 1. Sttand Ipply herbicidespesticdes and rodenticides in-brdance with label
EARTHEN1.Show.rtockp,l, loceCKPILE ltre
1-- plans. locate ea rthen-material stockpile areas at least 2. Store h-dikes, pesticides a nd rpdenticides in thelrorig,n,l containers Ith the
SO feet away from storm drain inlets, sediment basins, perlmecer sediment wncrols label which fists dlrectlons for use Ingredients and first old step, in rase of
and surface veaters unless it can be sh..nno other alternatives are reazonablV ccidental poisoning.
available' 3. Do not rtore herbldae,, IF, rid„and rodentlddes in areas where flOodlog is
ckpile .,th bit fence Installed along toe olslope wltM1a minimum offset of possible or wheretli pill or may sleak Into wells, sc b-ter drains, ground water
2 mnvefeet from [beta, of p '"1l[e_whsurface water_Ifa spill occurs clean area immediately_
ovide stable none access oinen feasible. 4. tockplle these materials Onslte.
4. St, bll A,st.,kp,l,.[thin the tlmehames provided on this sheetand In accordance
withthe approved plan a rid a ny additional requirements. Soil stabilization Is d m,d
vegetative physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
r non disturbed soils for temporary m n n c ntrol needs to des dnazardouz waste collettion n-
gnate
2. Place M1a;ard0us waste containers underc Ontlary containment.
3. Do not store haudousChemlcals, drums or baggetl materials dlreRly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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2. THE CDNCRETE WAD 11CINICl11rER BEALL
BE MAINTAINED YEW THE UDUD ANTI SON
IErnHes - aP THE TTNOTNm CAPADTY.
PLAN
JUDIILTEIE WASHOUT SIINCIUE NEEDS TO BE
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DocuSigned by:
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AFSDC 1951AA8410...
SOIL AND EROSION PLAN FOR
LOTS 75, Ill 78, 79, & 80
CAMBERLY SUBDIVISION
OWNER: EXETER BUILDING COMPANY
DOVER HILLS DRIVE
D.B. 18882, PAGE 2598
B.M. 2021, PAGE 2226
NEW LIGHT TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
FEBRUARY 7, 2022
100 50 0 100 200
SCALE 1 "=100'
SHEET 3 OF 4

DocuSign Envelope ID: 528AF400-D614-439F-B1A1-DCA68110534E
PERMANENT SEEDBED PREPARATION
1. INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND
COMPLETE GRADING ACCORDING TO THE APPROVED PLAN.
2. UME AND FERTIUZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS SOIL TESTING IS PERFORMED FREE OF CHARGE
BY THE NO DEPT. OF AGRICULTURE. SOIL TESTING LABORATORY. DIRECTIONS SAMPLE CARTONS, AND INFORMATION
ARE AVAILABLE THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES OR FROM NCDA. BECAUSE THE NCDA SOIL
TESTING LAB REQUIRES 1-6 WEEKS FOR SAMPLE TURN -AROUND, SAMPLING MUST BE PLANNED WELL IN ADVANCE OF
FINAL GRADING. TESTING IS ALSO DONE BY COMMERCIAL LABORATORIES.
3. WHEN SOIL TESTS ARE NOT AVAILABLE FOLLOW RATES SUGGESTED IN THE PERMANENT SEEDING SCHEDULE ON THIS
SHEET. APPLICATION RATES USUALLY FALL INTO THE FOLLOWING RANGES
GROUND AGRICULTURAL LIMESTONE:
UGHT TEXTURED, SANDY SOILS 1 - 1.5 TONS/ACRE
HEAVY TEXTURED, CLAYEY SOILS 2 - 3 TONS/ACRE
FERTIUZER:
GRASSES: 600 - 1200 LB/ACRE OF 10-10-10 (OR EQUIVALENT)
GRASS -LEGUME MIXTURES BOO - 1200 LB/ACRE OF 5-1G-10 (OR EQUIVALENT)
4. APPLY UME AND FERTIUZER EVENLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL BY DISKING OR OTHER
SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR.
5, ROUGHEN SURFACES IN ACCORDANCE WITH THE NOTES ON SURFACE ROUGHENING ON THIS SHEET.
6. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE
(SLOPES LESS THAN 311.) FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER. BROADCAST SEED INTO A
FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
TEMPORARY SEEDBED PREPARATION
1.A GOOD SEEDBED IS WELL PULVERIZED, LOOSE, AND UNIFORM.
2.UMING - APPLY UME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOW. AN
APPLICATION OF GROUND AGRICULTURAL UMESTONE AT THE RATE OF 1 - 1.5 TONS/ACRE ON FINE TEXTURED SOILS AND
2-3 TONS/ACRE ON COARSE TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY UMESTONE UNIFORMLY AND
INCORPORATE INTO THE TOP 4-6 INCHES OF THE SOIL SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED.
3.FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS WHEN THESE ARE NOT POSSIBLE APPLY A 10-10-10 GRADE
FERTILIZER AT 700 - HOOT LB/ACRE BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF
IF A HYDRAUUC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE
APPLICATION.
4.SURFAGE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE ADDITIONAL
ROUGHENING MAY NOT BE REWIRED, EXCEPT TO BREAK UP LARGE CLODS IF RAINFALL CAUSES THE SURFACE TO
BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER
SUITABLE METHODS GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING. SEE
OTHER REQUIREMENTS FOR SURFACE ROUGHENING ON THIS SHEET.
TEMPORARY SEEDING SCHEDULE
(TO TEMPORARILY STABIUZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF 15 WORKING DAYS)
SEEDING DATES DECEMBER 1 THRU APRIL 15
SEEDING MIXTURE SPECIES RATE RATE (LBS/AC)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY:
2,0DO LBS/AC UMESTONE AND
750 LEI 10-10-10 FERTILIZER
MULCH: 4.000 LBS/AC — ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTIUZE AND MULCH IMMEDIATELY
FOLLOWNG EROSION OR OTHER DAMAGE
SEEDING DATES APRIL 15 — AUGUST 15
SEEDING MIXTURE SPECIES RATE (LBS/AC)
GERMAN MILLET 40
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY.
2,000 LBS/AC UMESTONE AND
750 LEI 10-10-10 FERTILIZER
MULCH: 4.000 LBS/AC — ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCH ANCHORING TOOL A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTIUZE AND MULCH IMMEDIATELY
FOLLOYANG EROSION OR OTHER DAMAGE
SEEDING DATES AUGUST 15 THRU DECEMBER 15
SEEDING MIXTURE SPECIES
RYE (GRAIN)
RATE (LBS/AC)
120
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY.
2,000 LBS/AC UMESTONE AND
1000 LB AC 1G-1G-10 FERTIUZER
MULCH: 4,OD0 LBS/AC — ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCH ANCHORING TOOL A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LEI OF NITROGEN IN
MARCHAF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LEI KOBE IN LATE
FE13RUARY OR EARLY MARCH
NEW STABILIZATION TIME FRAMES
Seceding Schedule
For Sholders, Side Ditches, Slopes (Max 3:1)
Date
Type
Planting Rate
Aug 15-Nov 1
Tall Fescue
3001bs/acre
Nov 1-Mar 1
Tall Fescue & Abruzzi Rye
3001bs/acre
Mar 1-Apr 15
Tall Fescue
3001bs/acre
Apr 15-Jun 30
Hulled Common Bermudagrass
251bs/acre
125 Ibs/acre (Tall Fescue); 35
Tall Fescue AND Browntop
Ibs%acre (Browntop Millet); 30
Jul 1-Aug 15
Millet or Sorghum -Sudan
Hybrids—
Ibs%acre (Sorghum -Sudan
Hybrids)
For Sholders, Side Ditches, Slope (3:1 to 2:1)
Date
Type
Planting Rate
Sericea Lespedeza (scarified)
Mar 1-Jun 1
and use the following
50lbs/acre (Sericea Lespedeza);
combinations:
Mar l-Apr15
Add Tall Fescue
1201bs/acre
Marl -Jun 30
Or add Weeping Love grass
101bs/acre
Marl -Jun 30
Or add Hulled Common
25lbsfacre
Bermudagrass
120Ibs/acre (Tall Fescue); 35
Tall Fescue AND Browntop
Ibs/acre (Browntop Mullet); 30
Jun 1-Sept1
Mullet or Sorghum -Sudan
Hybrids—
Ibs%acre (Sorghum -Sudan
Hybrids)
Sericea Lespedeza(unhulled-
70lbs/acre(Sericea Lespedeza);
Sept 1-Mar 1
unscarified) ANDTaII Fescue
120lbsjacre (Tall Fescue)
Nov 1-Marl
AND Abruzzi Rye
1 25I bsJacre
Consult S&EC Environmental Engineers for additional information concerning
other alternatives for vegetation of denuded areas. The above vegetation rates
are those that do well under local conditions; other seeding rate combinations
are possible.
***TEMPORARY: Reseed accordi ng to optimum season for desi red permanent
vegetation. Do not allow temporary cover to grow more than 12" in height
before mowing; otherwise, fescue may be shaded out.
SITE AREA DESCRIPTION
STABILAZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES SWALES DITCHES & SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW)
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND
ARE NOT STEEPER THAN 2:1, 14 DAYS ARE
ALLOWED.
SLOPES 3:1 OF FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMTER HOW ZONES
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF —INSPECTION PROGRAM:
THE SEDIMENT POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND
DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENT CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF
MONITORING PROGRAM OF THE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF INSPECTION
REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING
TO THE APPROVED PLAN. THE SELF INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREAD SHEET FROM
IF YOU HAVE ANY QUESTIONS OR
CANNOT ACCESS THE FORM PLEASE CONTACT THIS OFFICE AT [phone].
i SEAL
S L-4685ir
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\\\',,,, 2/8/2022
DocuSigned by:
AF5DC1951AA8410...
SOIL AND EROSION PLAN FOR
LOTS 75, 77, 78, 79, & 80
CAMBERLY SUBDIVISION
OWNER: EXETER BUILDING COMPANY
DOVER HILLS DRIVE
D.B. 18882, PAGE 2598
B.M. 2021, PAGE 2226
NEW LIGHT TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
FEBRUARY 7, 2022
50 25 0 50 100
SCALE 1 "=50'
SHEET 4 OF 4