NCC211707_Site Plan or Location Map_20210322

CONSTRUCTION SEQUENCE FOR SEDIMENIMIQN—AND EROSION CONTROL
1. OBTAIN ALL NECESSARY PERMITS AND CERTIFICATES.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE
OUTLETS AND ADDITIONAL MEASURES AS NEEDED. GROUND COVER
SHALL BE PROVIDED FOR ALL DISTURBED AREAS. SILT FENCES
SHALL NOT BE INSTALLED WITHIN 2 FEET OF ANY SEPTIC LINE.
3. CALL THE WAKE COUNTY ENVIRONMENTAL CONSULTANT (SCOTT REAMS.
REHS, 919-868-4986, scott.reams0wakegov.com) FOR AN ONSITE
INSPECTION IN ORDER TO OBTAIN A CERTIFICATE OF COMPLIANCE.
4. BEGIN THE CONSTRUCTION PROCESS, BUILDING, CLEARING AND
GRUBBING_ ALL SEDIMENTATION AND EROSION CONTROL MEASURES
SHALL BE INSPECTED AND MAINTAINED AS PER DETAIL DURING THE
CONSTRUCTION PROCESS_
5. STABILIZE THE SITE AS AREA ARE BROUGHT TO FINISH GRADE WITH
VEGETATION, PAVING AND MATTING. GROUND COVER SHALL BE
PROVIDED FOR ALL DENUDED AREAS PER NPOES GROUND
STABILIZATION TIME FRAMES.
6. WHEN CONSTRUCTION IS COMPLETE, ALL AREAS ARE PERMANENTLY
STABILIZED AND ALL SEDIMENTATION AND EROSION CONTROL
MEASURES ARE REMOVED, CALL THE WAKE COUNTY ENVIRONMENTAL
CONSULTANT (SCOTT REAMS, REHS, 919-868-4986,
scatt.reams0wakegov.com) FOR AN INSPECTION.
7. OBTAIN A CERTIFICATE OF COMPLETION.
EROSION CONTROL, STORM WATER
AND FLOODPLAIN MANAGEMENT
APPROVED
EROSION CONTROL S-
STORMWATER MGMT. S-
FLOOD STUDY S-
DATE
A
{'irra ENVIRONMENTAL CONSULTANT SIGNATURE
- . 10-00 "0'50' NEUSE RIVER BUFFER
-
Q� WAKE SUPPLY YO WATERSHEDUNTY R ,
gLIG r1� BUFFER
/ �p p�F-�� OPEN SPACE _
F FUTURE SPORTS p,GE
Q`� �' COMPLEX 1C p9N -
/ EIP
_ 358 47,413 S.F.
_ SF
J I ■■ _ S F
j EIP' 5F r:'� F
��� — --- 362 -
l�
_ 6'L - (16 j - _
� 368__ � f
366-
3'1 36$
� 366 368
PROPOSED
1
I
65.0' I
WETLANDS3>2-
cp
36.0// C)
ET .
f
-EIP �QO---
f o _ 15.0' NCO
EXISTING CULVERT
SHALL BE REMOVED
AND DITCH RE —GRADED
EXISTING CULVERT
SHALL BE REMOVED
AND DITCH RE —GRADED
HASENTREE CLUB DRIVE
50' PRIVATE R/W
-A R
ss
2 R¢ AA _
IDISTURBED AREA = I
39,580 S.F.
LEGEND
AIR CONDITIONER
BACK of CURB
BFR
BACK FLOW PREVENTER
0
CLEANDUT
ICE
CURB INLET
DHS
DRILL HOLE SET
ECM
EXISTING CONCRETE MONUMENT
EDH
EXISTING DRILL HOLE
EIS
EXISTING IRON STME
EIP
EXISTING rRON PIPE
EM
ELECTRIC METER
EPK
EXISTING PK NAIL
ES
ELECTRIC STUB
Ff
FLARED END SECTION
{!
FIRE HYDRANT
0
R9ER OPTIC PEDESTAL
GM
JOAS METER
—,
cur
INV.
INVERT
IPS
IRON PIPE SET
{RS
IRON ROD SET
3Z
LIGHT POLE
11115
MAGNETIC NAIL SET
Rp
MANHOLE SANITARY SEWER
AMANHOLE
STORM %VfFR
OVERHEAD WIRES
PKS
PK NAIL SET
PNS
POINT NOT SET
RRS
RAIL ROAD SPIKE
!!I
TELEPHONE PEDESTAL
r
TRANSFORMER
CABLE TV PEDESTAL
URLBY POLE
WATER METER
o-a
WATER VALVE
YARD INLET
{ )
FIELD MEASUREMENT
�X�I�I�i►+1�+]:��.t+��CwP►E+I+P►�I:T+I��I�T1I��
GRAVEL CONSTRUCTION ENTRANCE (DETAIL A-6)
.�.. DISTURBED AREA
—SF—SILT FENCE (DETAIL A-4)
SILT FENCE OUTLET (DETAIL A-5)
® MATTING (DETAIL A-10)
WATTLE (DETAIL A-9)
--[s— PROPOSED CONTOUR
30 0 30 60 90
NOTES SCALE: 1 " = 30'
1. PIN = 1811742114 CONTOUR INTERVAL = 2'
BASED ON NAVD '88 DATUM
2. ZONING — R-40W
Fe6AVAAY Zs 2-L(

PROTECTION FENCE
(SEE NOTES)
RIQIT01; WA
WATTLES
AS NEEDED
LEGEND
A
co
REVISED: 1/2/2020
TYPE A
FENCE
CONSTRUCTION
ENTRANCE
SILT FENCE
OUTLET
-TOP OF SWALE
EDGEOF
■
t�r�ti��ls� --_ •arrri■rr
tIInIL��bxrr.�c7lrulr�
L
4
VEMENT OR CURB TYPE. B TYPE C TYPE D J 1 TYPE E.
INLET PROTECTION) CURI3INLET
FLOW DIRECTION
SILT FENCE
DTVERSI INI DITCH
WATTLE
TREE PROTECTION FENCE
SILT FENCE OUTLM
INLET PROTECTION
DRIVEWAY PIPE
CONSTRUCTION ENTRANCE
NOTES:
1. If required by Wake County, tree protection fence sbalt fore
6. Construction entrancc should be installed for each lot mod field
installed along the rear property line when adjacen[ to riparian
located.
buffer wnes, wetlands andhA 25 foot True and Vegetation
7. If she disturbo d area is greater than one acm a cwtom erosion
Protection Zone. If the lot is subject to a municipal pleasing
conW plan should be submitted for. the 15-day review cycle. The
jurisdictioct, then the builder is responsibte for verifying the
plan should address bemtsldiversions and sediment traps and
applicable tree protection standards and for installation of tree
basins,
protection measures as required by the rou nicipahty.
9, If multiple lots share silt fence with none installed 'between the
2. Install silt fence on low elevation sides of each lot and install silt
lots. a revised plan will be required.
fence outlets shown on schematiddiagra n and as needed.
9. Inlets downstream of disturbances should be pro ceded, atreets
3. Silt fence should be located at least 50 il upsuvArn of water
should be swept as needed when sediment is present, and erosion
features (ex. wetlands, ponds C.'Eeks, sacam_c, etc_),
control measures removed or damaged by soh-Contra"rs or
4• It is the reapo.eibiBty of the builder to ensure septic system
utilities shall be re -installed at the end of the work clay.
and repair areas are not impacted by silt fence installation.
10, Details for silt fence, sill fence outlet, construction entrance and
S.Install silt fence in accordance with Table 6.62a below from the
other measures are provided air other sheets.
NCDEQ Erosion & Sediutetut Coauot Planning & Design Manual:
11. Erosion control details are nm drawn to scale.
12 If loll are contiguous and have different land owners, lots can not
Table 6.62a Maxiartun Slope Length and Slope Oraoie for Silt From
share the silt fences. Each lot should have individual silt fences.
13. For lots with diagonal drainage flow to one side, utilize
Slope Slope Length [ft) Maximurn Area 00
appropriate lot schematic/diagram and add a note in the Special
e2"/ 100 10,000
Notes section of table an sheet A-3 indicating the direction of flow
2 10 5% 75 7.500
and location of silt fence and silt fence: outlet.
5 to 10% 50 5.000
10 fo2G% 25 2.500
>20% 15 1,500
TYPICAL INDIVLDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAIL I A-2
MINIMUM 10
LINE WIRES
NOTES:
1. Use silt fence only when drairage am does not
exceed 1/4 acre and never in areas of conocnttaled
flow.
2. Pcntovc deposited aediment when 50"/o capacity is
,reached and as needed to provide storage volume for
the next rain event and to remove :hydraulic pressure
on the silt ftmcte_
3, fnspect silt fence weekly and after each I" rain event.
8'-0' RA%IMUM
FRONT VIEW r
STEEL POST
—WOVEN WIRE FABRIC
---SILT FENCE FABRIC
c� .IFILL SLOPE
� Vz
!t � _ GRADEGRADE
7� 8" MINIMUM COVER
�ANCHOR
OVER SKIRT x
i; SKIRT AS DIRECTED
BY ENGINEER
SIDE MEW
STANDARD TEMPORARY SILT FENCE DETAIL
IMUM 12-1/2 GAUGE
ERMEDIATE WIRES
GRADE
F66SAI'r 24',z,)2-j
a J
C0A i T j
�IORT H CAROLD4,1I
REVISED: 112 OM
ENTER THE DRAINAGE PATTERN TYPE (TYPE A, B, C, D OR E)
DISTURBED
LOT NO. AREA (ACRE)
DRAINAGE
PATTERN TYPE
SPECIAL NOTES
17
0.55
A
17
0.36
E
LOT NOS., DISTURBED ACREAGE AND DRAINAGE PATTERN TYPE TABLE A-3
(ADD MORE TABLE(S) IF NECESSARY)
1. MIN SILT FENCE
JJ
713P OF SILT FENCE
MUST BE AT LEAST V
A313VE THE T13P OF
THE WASHED STDNE
_ '
NOTES_
1. Remove .wdirnerft when half of stone ouflin is F R ❑ N T VIEW
covere4 BURY ViRE FENCE,
2. Replace stone as needed to facilitate dewatering. FILTER FABRIC,
3. Stone outlets should be laced on 1Vw elevation areas STEEL FENCE PO AND HARDWARE
P CLOTH IN TRENCH
of silt fence and based on field conditions. STEEL FENCE PAST
4. Per NCG-41, inspect outlet at least once a week and WIRE FENCE SET MA7f 2' APART t2• OVERLAP t:ST STONE
E
P AND SILT FENCE
after each I" rain event Complete any required HARDWARE CLOTH MIN. IB' INTO SOLI
repairs immediately. Freshen stone when sediment GRI3UND
accumulation excccds 6 inches. steep mesh Ilex of
debris to provide adequate flow,
5. Hardware cloth and gravel should overlap the silt fence at FILTER OF a
least 12 inches. WASHED STONE
.O 4
p6�4£*J➢GG' FILTER FABRiC
C N
0 '
o
p., o
o p $O`�efl ❑
FURY WIRE FENCE AND HARDWARE CLOTH \URY 6- 13F UPPER CX*E OF
FILTER FABRIC 11, TRENCH
SECTI❑N VIEW
Gfl
OR7F�480t.IN STANDARD TEMPORARY SILT FENCE OUTLET DETAIL
REVISED: 1/2/2020
Q��J►'[.��X!7:��1;1 •�yLil�i�ir]� lyi�i�*L�
E4GRAVEL CONSTRUCTION ENTRANCE (DETAIL A—fi)
DISTURBED AREA
—SF— SILT FENCE (DETAIL A-4)
❑p SILT FENCE OUTLET (DETAIL A-5)
MATTING (DETAIL A-1 Q)
WATTLE (DETAIL A-9)
SEDIMENTATfON & EROSION CONTROL PLAN
D ETAI LS
RALEIGH CUSTOM HOMES
7120 HASENTREE CLUB DRIVE
LOT 17
HASENTREE GOLF COMMUNITY, PHASE 1
BARTONS CREEK TOWNSHIP, WAKE COUNTY, NORTH CAROLINA
1:T9
REV, DATE REVISION CK'4
t 2/25/21 DISTURBED AREA p{'D
DATE DRAWN: FF.B. 1, 2021 BY I SMIA I CK'D CRP
L�=� Tn
ENGINEERING — SURVEYING
CORPORATE LICENSE: C-1 771
101 W. MAID[ ST., SUITE 202
GARNER, NC 27529
PHONE [phone]
FAx (9 l 9) 779-4055
0-1Hosentree\HASN171HASN17-DWG 1 2 OF 4

30-0" M}' wum
ap�
BUT SIJFFIC[@+TT TO KEEP
SEDIMENT ON SITE
NHS:
I. h=mil silt femee or tree }nrtcution fence adjacent to
Construction earfance to duvet vehicles to drive an stone
2. If mud is not removed from the vehicles traveling over the
then the tires the be washed
stone, of vehicles should
■
before enwrlug the public road or the caTLsessction entrance
must be lcagthened. Sweep streets inutm iaaely ifmud is
F.
To --FT -A&MUM on
tracked offsim onto public roads.
L exisnNG
2"-3" STONE TO 9E USEL
MOTH OF PROPOSED
3. Maintain construction entrance is a condition to prevent
ROADWAY
(SURGE STONE OR RAILROAD RA•_t AS I)
DRIVEWAY, WHIi". EVER
mud or sediment. from leaving the site. Entrance will
I
IS GREATER.
mpquisc periodic temoval of sediment -laden stow and
rcplAEartntt With freab St[nle. lnurmdilAgly oCEDOW all
mudisedimeat/rock tracked of the lot.
T
EC PLAN VIEW
I
NEW
CONSFRUCl101V
E%tSTING ROADWAY 30'-Or MINIMUM_ - _
- -
FILTER FASMC UNDER STONE
CocROss sEcrIn�N
:n0"' STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL A-6
ILSED: 1/212020
Temporary seeding recommendations for Iatc WinmlEarly Spring
Temporary seeding recommendndots for Summer
Temporary sending recommendations for Fall
Sccding Mittare
Sceftg Mixture
Secdfag Mlt"re
Sperm Rate (Lblacre)
SPECIES Rate (Lhlacre)
Specin Rate (L.blacsc)
Rye Grain (gem) 120
German miilot 40
Rye Grain 120
Annual lespedmt (Kobe in
Piedmont and Costal Plain) 50
S"d Ins daces:
Sending dales:
Piedmont- May i -Aug 15
Piedmont- Aug 15 - Dec 31
Omit amual lespodera wbm duration of narnpurary cover is not to
Coasud Plain- April 15• Aug 31
Coastal Alain- Aug 31 - Dos 31
extend beyand June.
Solt Ameadaicntm
Seeding dada:
Sol] Ameadmeritx:
Follow rcca7mmendadons of loll tests or apply 2 tor&arre
Picdmom and Comm Plain_ January t - May I
Follow recommendations of soil trans or apply 2 mrnlacre
ground agricultural limestone and 1,000 Ib/scre 10-10.10
ground agricnitund liracatone and 1,000 Ihlacae 10-10-10
fcrClizet.
Sell Amendmeutat
Fellow a:c'nmmcndation5 ofsoii Icsts or apply 2 tonsmacm ground
Mulch:
agricultural limestone and 1,000lblacm 10.10-10 fenikztr.
Mnlrb:
Apply 4,00011b/a" suaw. Anchor straw by asphalt tack.
Apply 4,00IMb/acre show. Anchor straw by asphalt tack,
dattiag or mulch anchoring tool. A disk with blades set
Muleb:
actting or a mulch anchoring tool. A disk with blades set
nearly straight can be used a4 a mulching anchoring tool.
Apply 4,nWb.1acre straw. Anchmsamw by asphalt tack, :lening or
nearly straight can be used as a mulching anchoring tool-
s mulch anchoring tool. A disk with blades set nearly straight can be
Msinledance:
used as a mulching anchoring toaL
MMIMtenaact:
Repair and maintain damaged areas immediately. Topdrera
Rafettilize if growth is not fully adegazme Reseed re -fertilize
with 50 Iblanze ofaitrogeu in March. If it is ncoeasmy to
Malnteoance:
and mulch immediately following cram a and other damage.
Extend teraporary cover beyond June 15, overseed with 50
Rc-fertilize if pvwth is not fully adequate. Resccd, re -fertilize and
lWacrt Kobe (Piedmont and Costa Plain) in late February or
utvleb;uunediately following eruaiou and udiet dwadgc.
ply him-cb.
SeCdhed Prostration:
1. C'hNcl compacted weas and Wruvd topsoil three inches deep over adverse
PFJORAMENT SEE INS REQU1RENISI 9 FOR
soil conditions, if avaiiablc.
BMOULDERar ■IOE DITCNE* ftOPFS11i QMUL Sri)
2. Rip the entire area to six inches deep.
-. _.
3. Rama ne all loose ruck, roots and other cbstruc ons, leaving surface
rEasionaband tufforrit.
ones TYPO Pkanwo Rwte
4. Apply agrilecuintxa lime,, fcrtiliGxr and supaphnspWm uniformly and mix
Avg 18 - Mov 1 Tail Farstme 300 Abamcrs
obelow).
n sail [see mixturew
5, Continue lilitTge until At ell-pulveribed, firm, reaso[tnb:y Mmlirnm seabed !s
prepared four toinchca deep.
xprepared
Nov i - Maur i Tall �taR b Abrmtrz11 a 300 l6aJaera
(L Seed on ofreshly aa:dbed and coves seed lightly with sxdiag
equipment or ctiftipack after Seeding -
Hari -Apr iti Tat{ FoaeaM 300 lbatib sa
7. Mulch immediately after seeding and anchor maieb.
&. I ngpec[ all seeded areas and make ncc try rcpsiin or macediogs within the
Mulled Common ??A parsers
Apr 1is - Jun 3O sor nudhogta
Planting season, if passible. it'shand should be more than 60%damaged, re -
establish following the original lime, fernlim and seeding rates.
125s
Ta11 Fescue AND f$rowntop Fmascue}i 35 11bsJn :ra
Jld'I . 13
►4g MDleforSorghumSudan HrovrntopMillet);30
Agricultural Unaurtune - 2 tonidure f 3 tnos/acrc la Clay soils)
Hybrids-" lbslacrs (Sorghunw
Feti➢Ixer-1,000lhsrnere-WlD40
Saperpbosplixte - $W Ib0acre - 70% anadyala
Sudan "Airtda) J
Minch - 2 tonylacre- small grain al raw
72,SEEDING
Anchor - Asphalt Cvnulsion at 300 gnllanslacre
REQUIREMENTS
A-14
REVISED: 1 M020
ISOMETRIC
..
VIEW
A Ci ♦?I$IAK[S On
'1�L USE A #iNf" OF 4 STAKES DY
1�. TOP OF SANK
UUSE
SLOPE SIVE
110VNSLCPL SinE
f
:y:v
}
RDV ��
' •�'.
i`::
,., r..
r '
-{ ':. -;
WATTLE * 0
TIGV.SaGPEa
k'"s v- .•k nD',1NSLQ E
NAJTING -
�7
sLOP�
—
r�-
4
y
GRf»JMp
NOTES:
PLAN VIEW
I.
Use a m"Eauty l2-inch diamner excelsior wanle.
2.
Use 24-inch long wooden srakcs with a 2"x2" norninal cross section.
3.
InalaH walllo(s) to a height on SIope so flow will not wash amund wattle and scour
slopes, or As dirccmd
MIN 2 STAKES till LIPSLOP[
MINIMUM 4 STARES ON MVNSLOPE
4.
lama a mitti mura of two upslope ntaltes sad fow downslope Stakes at del aLgic to
Wedge Rattle to gmLmd at bottom ofdiwh,
5.
Provide staples made of 0.125-incle diamcterst=[ wire foamed into a u-shape not
5R0U1'lp _
less than 12 inches in lrugflL
6.
lmta0 staples approximately every i linear fm an bwh zidus ofwaittcs and at each
wd to secure it to the sdii.
7.
ARut irutaik Lion ofslaples. check anY gaps between wattles and gnauml with
- - - - ---
matting.
NAYTING
y-
_DI -,H
SECTION VIEW
MINIMUM A STAKES ON
MIN. 2 STARES Alt t1PSLPPE MWKSLOPE
rROLNiR
[4TTMG
TRAPEZOIDAL DITCH
��TION VIEW
C�D[�1VT Y
REMISED: 1/2120
WEAVE STAPLES THROU04 MfS14
CASING Or WATTLE
WATTLE
_ MATTING
APLES STAPLES
STAPLE INSTALLMENT
SECTIONS
STANDARD WATTLE DETAIL
STAKES
ANGLE STAKES TO
VERGE VATTLE
ONTO GROUND
WATTLE"
MATTING
STAKE INSTALLMENT
CROSS SECTION
A-9
W;
FAID
c0 y
• ATH ra,lrn�fy,
IISED: 1/7JZ42o
�- u
XfX
Ift-
Syr _ = —
+6i
16'E%ISTiN6
(NIN. j GROUND
sACKFILL
la[X.y
STAPLPS ON
1' CENTERS
ORS IN TRENCH
�y
MIN
- - ZMATTING SHALL BE � STAPLE$ ON
PLACED IN TRENCH t' CENTERS
AND SACKFILLED IN TREE"
I � � sl�flle 4 = I
C rAc,R.AN4 c�
G !
ROLLED EROSION CONTROL PRODUCT INSTALLATION DETAIL I A-1 0
N( TI;S:
I. Con slruction details provided in this standard plan are NCTdrawn to male.
2- Thesc dc44ils are for lots with Ice than one acre of lard disturbance.
3. If the land disnAi ace on a eiugh; lot is greater than one acre, acuslom
plan should bo subraitred far the 30dey rev'iow cycle tbat addresses
bermjldiVlrslatis lend 4ediment SLOtBge traps and ba5103.
4. This document is a guideline to cantml sediment on ne [or single 1knaly
lots with a disturbed area of less than one acre. Additional sediment cannot
measures maybe needed on it site -by -site basis.
S.
AddAiaaal informatiou on specification and imtalMokit guidelines can be
obtained from the State Erosion and Sedimentation Couteul Design MAM111.
ft,M,64
�ac'1;2 LoUI/' i iopalme py-m�tteral_laird•irdourcealemaiouraeditoeat ootrk[a
REFERENCES:
City of itakigh, SWffwmLr. Standard tlestdta
f1��Iwavw•relCiRbAG-RwlLusirAxalG�myplal�v/A�dClpll7�'$Wv71719WY�RA$'lrMFlG�litlai7ilLdeR.11�1)
Detanam Erosion and Sedimmut Control Handbook
NCD£•Q, Division offxxw, Mineral and Land Resources, Moomeaville
Regional Office, Typical Lot by Lot SMdiment and Erosion Control Plan,
NCOEQ sEain rat and fuosiao Cnatrnl D-CRu Stmaai, M, y 2013_
(htq>rlldal.tic.yovhbouddivisianslencrgy-s¢inaal•Laud-rtiaotaccrkncrgy->maeral-Imd-pvmit-guid�LrJ
SN610i1-9edtllICOC-Cantn]1�iaY�rl,��C9tgn-InL1Yli�
Town or Cary, Standard Detail Dmwinp
[MgxJhaway.lnwnofnry.env/businrysdtvefnprtlenlldctaclopiea-ia-trrvlatanderd•dL�il•drapinas-2017i
Wake tJouary. Sldimrrrt+:anasl Detsiys
OrnMllwww.walorzay.ovrslwaow'swrmwaumrcroaioalPa>:alcrosiaM
The Neu Company, Steadarti Smitle Lot Lrosion Control Teapiam
[xww.drarsxco,com}
XCDOT, Roadside f'avian renul tirdL, Zit 18 Roadway Standard
Drawings, DiviswL 16 Erosion Control and RoadWe Dcvclopocat
OTHER NOTES, REFERENCES AND ACKNOWLEDGEMENTS 9 A-15
LEGEND FOR EROSION CONTROL DEVICES
El: GRAVEL CONSTRUCTION ENTRANCE (DETAIL A-6)
DISTURBED AREA
—SF--SILT FENCE (DETAIL A-4)
f]i SILT FENCE OUTLET (DETAIL A-5)
MATTING (DETAIL A-10)
WATTLE (DETAIL A-9)
REV. I DATE I REVISION I CK'D
DATE DRAWN: FEB. 1, 2021 BY I SMM I CK'D I CRP
Fd6tw4 Y zs, 202.1
SEDIMENTATION & EROSION CONTROL PLAN
DETAILS 5)A
RALEIGH CUSTOM HOMES ENGINEERING E {9UR
O CORPRATE L10EhlsE: C-17777 1 1
UITE
7120 HASENTREE CLUB DRIVE 110 A PNER,, C 752 202
LOT 17 PHONE [phone]
HASENTREE GOLF COMMUNITY, PHASE 1 FAX [phone]C
BARTONS CREEK TOWNSHIP, WAKE COUNTY, NORTH CAROLINA O:\HasentreelHASN17\HASNI7.DWG 3 OF 4

GROUND SfA9lls2ATION AND MATEAMLS HANDLING PRACTICES FOR ccompuA1.'ICE WIT"
THE NCGol COUMUCITION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGC1 Construction General Permit (sections E and F, respectively}. The
permittee shall corn ply with the Erosion end Sediment Con troi plan approved by the
delegated authority having jurisdiction. A]I details and specifications shown on this sheet
may not appal depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUNO STAEIUZATION
Required Ground StabllUatlon Tknefrarnes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a} Perimeterdikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Liu ality Waoter
7
None
iHQW)Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3,1
7
nut steeper than 21, 14 days are
allowed
7 days for slopes greater than 50' in
length and with slopes steepia than 4:1
-7 days for perimeter dikes, swales,
{d] Slopes 3:lto 4:1
14
ditches, perimeter slopes and H4W
Zones
-10 days for `calls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter stapes and HOW Zones
Raver than 4:1
14
-1D days for Falk Lake Watershed uniess
there Is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabitl2atlon as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization $hail be maintained in a manner to render the
sttiiace stable 2ga Inst arcelemted Pro ifen until penotiffeat ground stabilization Is achieved.
GROUND STABILISATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques In the table below:
ielnporaryStaHtaatlon _ _ permanentSrabiWaSlen _-____
. Temporary grass Seedc:O%Wtd wnb straw or . Permanent grass seed covered with straw or
ache, midrhwc anti larxtf6- neh.F coal, h.e.wl,arr;t r=
• Hydroseedhrg • Geotemife fabrics Such AS permanent soel
. Rallederosian control products with w relnlorcemani matting
without temporary grass $red • Hvdraseeding
• Approl rlatety applied straw or Other mulch . Shrubs or other permanent Warnings Covered
• Plastic sheeting With rnulth
• Uniform and evenly drstrilmed ground rover
S idflc.eril to reitraln erosion
• SuutturaT methods ouch as condrese, asphalt or
reeainingwails
a Rolled erlsyWn wntra>�roducts with 1111.5s Seed
PQLVACRYLAM IDES (PAMS} AND FU)=LWM
1. Select fkxcu[ants that are appropriate for the soils being exposed during
construction, selecting from the NCDWR list of Approved RAMS/Ffocculants.
2. Apply ftoccutents at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculanis at the concentrations specif iod In the NCDWR ust of Approved
PAMS/Flocrulonts and in accordance with the manufacturers instructions.
4. Provide pond Ing area for containment of treated Stormwater belie re discharging
offs4e,
S. Store flocculants in leak -proof canto Iners; that are kept under storm -resistant cover
or surrounded by secondary CUntalnment Structures.
EQUIPMENT AND VEHICLE MAINTEN"M
1. Maintain vehicles and equipment to prevent discharge of fluids.
2, Provide drip pans under any stared equipment.
3. Identify leaks and repair as soon as feasible, or remote Iealdng equlpment from the
project.
4, Collect all spent fluids, store in separate dontainem and properly dispose as
ha:ardo us waste (mcyde when possible).
S- Remove leaking vehicles and construction equlpmem from service until the problem
has been corrected.
6. Bring used fuels, Iubrirants, rdoiams, hydraulic fluids and other petroleum products
to a recyctlrig or disposal center that handles these materials.
1. Never bury car bum waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e-g dumpster, trash
receptade) on site to contain construction and domestic wastes.
3. Locate waste contalners at least So feet away from storm drain Inlets and surface
waters unless no other attemotkres are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a stermn drain, stream or wetland.
S. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers durirrg times of high winds.
7. Empty waste containers as needed to prevent overflow, Clean up immediately R
containers overflow.
9, Dispose waste off -site at an approved disposal €adllty.
9. On business bays, clean up and dispose of waste in designated waste containers.
PAWY AND OTHER URUID WASTE
1, Do not dump paint and other IiquW waste into storm drains, streams or wetlands.
2. Locate paint washouts at least SO feet away from storm drain inlets and surface
waters unless ne, other alternatives are reasonaW available.
1 Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately For the needs of site.
S. Prevent the discharge of Soaps, solvents, detergents and a[her ifquid wastes from
consvuctfon sties.
1. Install portable tolets on level ground, at feast So feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. tF 50 foot
offset is not attainable, provide retocal[on of Porto hie toilet behind silt fence or place
on a grave pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during perlods of high winds or In high
foot traffic arwc.
3. Monitor portable toilets for leaking and properly dispose of arty leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating urom
L Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain Inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
t Protect stxkptic with silt fencc Installed along tot of slope with ei minirnum offset of
f-tye feet from the toe ar stockpile.
3. Provide stable stone access point when feasibte.
4. Stabilize stockpile within the tirreeframes provided on this sheet and in accordance
with the approved plan and atry additional requirements- "nil ;rabilivininn n doftnpd
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
s _16`�j NORTH CAROLINA
Environmental Quality
IMSITE comm [[ WAseast
SISIUCTURE ViTH LINER
"Oikkl
Lyworpm- era TT
its n croi - nr
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3- Manage washout from mortar mixers In accordance with the above Rem and In
ddd itlufl pldur thr rniavr Arid asaociat cd matcrl ah cut Ifnpet viuus Wittier And wit lilt]
lot perimeter sift fence.
4. install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5, Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped Into or
discharged to the storm drain system or receiving surface waters. Uquld waste must
be pumped out and removed from project.
6, Locate washouts at least 50 feet from storm dra lei inlets and surface waters unless n
can be shown that no other alternatives are reasonably available. At a mirilmum.
Install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow
7. Locate washouts In an easily accessible area, on level ground and instatf a stone
entrance pad in front of the washout. Adld'ttfunal controls may be tequlred by the
approving authority.
S. Install at least one sign directing concrete trucks ro the washout within the project
limits. Post stgnage on the washout Itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
ovefftowevents. Replace the tarp, sand bags or other temporary structural
components when no longer functional When utilising atterrhadve or proprietary
Products. fallow manufacturer's Instructlons-
10, At the campletlon of the toncrete work remove remaining leavings and dispose of
fn an approved disposal Fadlfty. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERDIC]DES, PESTICI DES AN D RODENTICIDES
I. Stare and apply herbicides, pesticides and rodenticides in accorderrce with label
restrictions.
2. Stare herbicides, pesticides and rudenticides in their uriginai can ta[nets with the
label, which lists directions for use, Ingredients and first aid steps in case of
accidental poisoning-
3. Do not score herbicides, pesticides and rode nticides in areas where flooding Is
possible or where they may spill or leak into welts, stormwater drairts, ground water
or surface water. II a spill occurs, clean area immediately.
4, Do not stockpile these materials onstte.
HAZARDOUS AND TOXIC WASTE
1. create designated hazardous waste collection areas on -site.
2, Place hazardous wain containers undercover or in secondary containment.
3- Do not store hazardous chemkals, drums or bagged materials directly, on the ground.
For questions and assistance, please wntact NCDEQ at 919-707-3639.
NCG O 1 GROUND STABILIZATION AND MATERIALS HANDLING
PART Ili
SELF -INSPECTION, RECORDKESPING AND REPORTING
SECTION A: SEtP-dNSPEtTtOH
$elf -inspections are required during
normal business hours in accdrda rite with the table
below. When adverse weather or
site conditions would cause the safety of the inspection
personnel to be in jeopardy, the
Inspection may be delayed umJ the next buslress day an
which It Es safe to perform the Inspection. I addition, when a Sturm event of equal to or
greater than 1.0Inch accr,lrs outside of normal business hours, the self anspection shalt be
Wormed upon the commencement of the next business day. Any time when Irupettiors
were delayed shall be noted in the Inspection Record,
I
]mparl Idraarg ppnnal
Inapettld. rerxda m¢u-v i„de-
u¢%ireah¢nnl
lip�r,�•�
Qap
Oaer nNfau amewnr%
malnrw.rrd m
if m daly rain souse oh,er./Ibm arc made dusty, werhead or
cwen¢n,e.c
: n••ar oerwm, orb n .diwdnal o ..wr.n ,m>r..ma A., ..
peace
araaatrle rvc¢Fd :Ire oawawNt, car me sera-m for n . c -
attended ran fa,d the$ MIN dttermtne it IN roe ,mwi,aua. n
¢de&dl. can on Whkh- raetadxn,rred.Niluerrcprded as
'r•rv-- ihr p.rmhnre may ur Another rv'.1etl lm>,.y writ.
-
I.
RI EMe
Al leaf once yeF
uEntkVe el File mnlsurn nserrtrd,--
We-
r ra+•ndae r!•yt
1 Catt had m.na el the ms-,
ant wet- 20
1 t'a eh tM partner,iertxrnna the InvmMkn .
haan W a taco
a. IPCIML n of %Teltp, the measweM weFe 9WIF11714
-1 a 2.0 sulln
warm,
24 awn
s. tx ntirla. orm MM nave. needs fro in. nnwre,
^_�,.1......n snelutf �.erw ea,rbntr.w
rii_
tt! senmhware.
Mkt M.st once per -.�f,
fix
armt.r atnrr M Iheenrnarxe vuuan..hin•uid.-
div.harFre
7ea6,ad., dare
2. our rod iirtc.r dm.nwaenn,
Moab 1501hp
and+,nhm 24r
3- name at the pawn pntprmnp the mved.on.
horn a,4 rs•
A. Ev 110=of indtilton or slurmwrtCF pdkrson ouch a%94
"matt LetnmM
5ftfo. 1W(6V m cox m" wsdr or dnealdeadon,
24 maurs
j 5- Irdr Icon M ve01esrd-1 )anrgt cry µrr,
�6, Des'. id_.wlrne,.,-W Mani -I-avea-craw.
yay nelwhrlero!
Ai rrruoacr per
ifv..hl, k•dmx.lrar�on is reunaswude>tre rmits,rtrsh a rhmra
rile
7_*oo r dart
a Irr Iv a„ w.0 t,r.1-
and vviiai, 26
r. orifnr%salon re clean -F or stat»na the sed4nanr slat t,av left
hartsdorap
mr win limb.
evwtt LA kkhM
12. ncsedptlon, aurorae, a" dale at wersshmegc xnf pkeo.1•co
tt, me,de.
"i hi'VLrrWian xr¢ u, liars been t. torn" hn.w
{sl wire -meat
to Sou imct neon
i ii ii,. sir.a.n eF wnlaua nos mr#es n ale va.mmrAoenm>,
swnannsenl.te
7"PeadU dun
.trrHm lac awole nr ivt Iurkginp I" tine snnstrvdwn
erhthhw
and witim 2a
Isdrrq•, wen IN eardeteh.f•lbMfngcoxneahtAa-
hwrerb
hoonatrraw
1, rkxdntlor, eafdence and dote arwrrr_t•e actions taker, and
akea%.iLlrt
went�lA Ylrh in
2. Aeroedeal mrregenr..d �parlt tp Inc aopri.MHlr Oiri%.rN
tin dew.
beat Ofhxr Dan in session 4 arm 2 A of sd% .mA-
lgcma m
aver parr, 0.ak
'1- T"pMx W pading finataun+pn ofoa,mner t&sC
gahrnailu,
of grad,V
mraarNcleanra+nd paahlriz •MrAllannn all smr.h
veawrn
dra%¢sg.ratAOies, cn,r I" ar au bW4
wwry, m¢sEn n_o, m.pevelnpmem, Parana-
an-d carers.
2, Dal. .Imlent&,l mc, im-ed greund•ribhhlonen
mints-, urr Wen orgcdEA Wtrhtn the rearrod
rmerame er an A.wra,rr lr.ae .nor wiz tie .rw14.4 a,
NOTE: The rain
PARTIlt
SELF -I N S PECTIO N, RECO ROKEEPiNG AND REPORT NG
5ELRON a: RECOROKEEPING
1. E&SC Plan Documt:mtation
The approved E&SC plan as well as any approved deviation shall be kept on the site, The
approved E&SC plan must be kept up-to-date throughout the coverage under this Permit
The following Items pertaining to the E&SC plan shall be kept on site and available for
Inspection at all times during normal business hours.
teem IoDacumetR Dbm�faplslpn Re4ufrcmelsts
Ins Fach EWC measure has Wert Insulted Initial and date each F-A,sr ars•nsua. tin a rnt,y -
. nd Does rim sigtwmcandf deviate Iron till of the appraved E&SC elan or complete, date
Locations, dimensions and relauvir efevallons and sign an inspection rOWt that lists each
'I own on the approeey :&SC plan- E&sc meawre shown on the approved VLW
pWn, This documentation is re491red upon the
initial Installation of the Mc mNyUres or if
the EBSC me awns are modined after Witlar
installation.
(b) A phase at grading hi- been cordptete d. initial and date a copy of the approved ES$C
plan or complete, daleafd sign an Inspecdon
reppd to l ndic tie pFunpietion or the
tanscruction phase-
W Ground cover is IDWfed and installed hitual and all tea COOP of theaoeroved E&SC
in 0Rdrdance with the approved E&SC plan of complete, date and Sign an Inspection
plan- rana.i to i 116=1te WO%ftlsnrn wCh anprov Es
nrarrd cover sotelfkanaps.
(d} The maintenance and mpan Complete, dote and was inspection nrpea t,
reaafeements. far all e&S: measusa5
have been performed.
lei Cefrecthre accialrs have hemp taller, Imbn and dare a LOW Of the allprrsrea E&SC
to {&SC measures- plan or complatti, date and agn an Inspection
report to tnd.ut a the camalmion of th e
_ c"re_cli'e action-
2. AdtfftldrsaI Documentation to be Kept an She
In addition to the E&SC plan documents above, the fnh*Mng he" shall be liver on the
site and available for Inspectors at all times during rwrmal business hours, unless the
0MsTarn provides a site -spec exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the CertiRcate Of Coverage, after it is received,
lb) Records of Inspections made during the previous twelve months. The permatee s1WR
record the required observations on the Ins pectivn Record Florm provided by the
Division or a similar inspecticm form that indudec all the requkedelements. Use of
elech do Icallf"valfable records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records_
3, Ddeumettptfon to be Repined for Three Years
All data used to complete the a-NOI and all Inspection records shall be raeimained for a period
of three years after project completion and made available upon request [40 CFR 122.41]
PART N, SECTION G, ITEM (4)
DRAW s20INN OF 5EGIMEHT 80INS FOR MAINTENANCE OR O D5E LINT'
Sediment basins and traps that recblve 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 down
for maintenance or closeout unless this is infeasible. The circumstances In which it is not feasible to withdraw water from the surface shall be rare(ror eexampk, times with extended ooki weatherI.
Nan -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&W plan authority has been provided with documencatlan of the non -surface w ihdrawal and the speciflctime periods or conditions in which It will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non-surtace withdrawal has been reported as an anticipated bypass In aeceirdance with Part III, Section C, Item (211c) and (d) "is permit
(c) DrRetestngdtscharges Bra treated with controls to minimize discharges of polhztanh from stonnwater that is removed from We sediment basin. F�mpies cif appropriate carraroh include
propady shed, designed and malydalned dewatering tanks, weirtanks, and filtration systems,
(d) Vegetated, upland areas of the sties or a properly designed stone pad is used to the extent feasible at the outlet of the dowaterine treatment devices described In item (c) above,
(e) Velodtydissipation devices such as check dams, sediment traps, and riprap are provided at the discharge poin6 of all dewatering devices, and
(f) Sediment removed from the dewateFing treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment Into waters of the Urntted States,
PART III
SUVINSPECTION, RECOROKEEPING AND REPORTING
SECTION C: REPORTING
1. Ocatmenow that Must be Reported
Pemrlttees shall report the following occurrences:
(a) Visible sediment deposition in a stream Or wetland.
(b) Oil splay W.
They are 25 gallons or more
They artless than Z; gmllorsa but cannot be cleaned up wfth'v, Z4 hours,
• They cause sheen onseace waters (regardless of volume), or
• They are within ILOD feet of Surface waters {regardless of Volume].
SEW
(c) Releases of hazardous substances its excess of reportable quarttieks under Section 311
of the Clean Water Asa {Ref: 40 CFR 110.3 and 40 CFR 11131 or Section 102 of CERCLA
(Ref: 40 CFR 302.41 or G,S.143-215.RS,
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Tlmeframes and Other Requirements
After a permlaee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department'', EnvlranmentaI Emergency renter smmannd at (SW0
B5S-03fiB.
[Lurfenpe]
vhslhfe uamem
world. sit hau.s, an oral or caert�ranie s� Ail atino.
rpunitpnin n
r
Wrrilld 7 aueadar days, a reppn inm cmici ans a desrnpson of the
rLarn car •,'ellprld
.sod;intro and xcuor,S taken to addrrtc thr catuwof the deptisivon,
f
eheivan etaff may wa lire the rrw tureme. nt For a mism report can u
ra'st-4rc w tta>is_
. if the mean is reamed on the KC_V dt lix as Impaired for wdiprmm
reLstto rahnn- the permllum may be mquued to perform additions,
tu-I,g, inspecliorta or apply more utrinAerlt car odic -if staff
dcccrr,pnc that addit mnai roquiremdnrs are needed to asses tonlpuarKe
I
wits the Trots$ or $talc Impanc l waterssa fdfrmns.
t610u spHkanJ
• krapeya kd honrs,:r%nral car elerrinnt ngrlrlratlbrl. ]he nwetlrarporl
release of
shall ndudemrnrmaton about the oat.•, hmm natum, vnhrme and
haw,dotas
locaoon of tit%spur or release.
SphSran.Cs p¢r 44M
tthl-(tl 7bnve - . .
Ici Amocipatad
A report at krone test days beJam If. dare of Ne bypass, fjpassibrt.
brprx+eh (Aa ent
Tom rgpara -hall ndude an cral uauark of Elm anurJpaled quality amu
x77fs{m1131F ---
- effect al thedypass. ---- __,---_--
id) unan[rGpated
• 10041a2ihaum an oral or ekcrnnk natRksefon.
tviaeaest40CFR
• avldun 7 coriander darsra report ma. redudes an evakwtion or now
122,41(mil(s)l
gu 6ty_andeffeaofthetayy - __ ___ -___ _
M tJar.cvmpLanen
. INlemfn its hours,an pratar elrcuvitk nofirrntapn,
with the ennMiom
• Within 2'coferdar doM a report that contains- dexripbon of the
.11hd perms slue
naxormlianc C, and •u causes; the period of nnnrampliarrce,
may endanger
ind-Aing eaict don and Ume%, And if Elio "ncomp7ianu; has rim
Iwant 11 car tow
been corrected, rho anu tioarou time noncomWarce is expecFce to
r ironmeniA
ry rdim; : and %taps taken or planned to reduce, w1mmate, and
cast 122.41f717)1
Pec mnt rcvaorrcnsc attire Av-A rnnWnu. too CFri 1at.4144te1.
• Division staff may waive the for aevottea ampart one
rase casc eases.
H CAROLINA
E Oi onmenL al Quality
For questions and assistance, please contact NCDEQ at 919-707-3639.
NCGOI SELF -INSPECTION, RECORDlw%_EEPING AND REPORTING
A-13
r,04�0 FEES
57�. n
2 � �1
t:
r
.9V'VG! IV „ GL�e REV. BATE REMSION CK'D
%'rde40d rYF r +d+y+Y DATE DRAWN: FEB. 1, 2021 18Y I SMM I CKi3 CRP
1lIIELLLIILO
FdOPi+Allocr 24', ;47zl
SEDIMENTATION & EROSION CONTROL PLAN
DETAILS
RALEIGH CUSTOM HOMES
7120 HASENTREE CLUB DRIVE
LOT 17
HASENTREE GOLF COMMUNITY, PHASE 1
LR 9
1=� 171A
ENGINEERING - SURVEYING
CbRpoFzATE LICENSE. C-1 77 T
101 W. MAIN ST., SUITE 202
GARNER. NC 27529
Pi -HONE [phone]
FAX [phone]
III _ l_ 1I1- -BARTONS CREEK TOWNSHIP, WAKE COUNTY, NORTH CAROLINA IIa.\Hosentrea\HASNI7\HASNT7.DYING 1 4 OF !_III