NCC221725_Site Plan or Location Map_20220506

Date: �lzc}.�ZQ
NORTH CAROLINA STANDARD SEDIMENT AND EROSION
TABLE OF CONTENTS
1. Title Sheet
2. Lot Information Table
3. Typical Individual Lot Layout With
Curb and Gutter
4. Typical Individual Lot Layout With
Roadside Ditches
5. NCG-01 Self -Inspection
6. NCG-01 Ground Cover & Material
Handling
7. Temporary Seeding
Recommendations
8. Permanent Seeding
Recommendations
9. Construction Entrance/Exit
10. Inlet Protection
11. Rolled Erosion Control Products
(RECP)
12. Silt Fence
13. Silt Fence Outlet
14. Silt Sock/Wattle For Check Dams
15. Silt Sock/Wattle For Perimeter and
Inlet Protection
16. Tree Protection
INSERT VICINITY MAP
SSE pf-�(-7E 2 - ?;
PROJECT NAME:
I�:i�lllx�r►l>rP►il:3�lii
NOTE - FOR ANY PERFORMANCE RESERVATIONS REGARDING THE SEDIMENT CONTROL PLAN (PERFORMANCE
BASED) OR CRITICAL AREAS, A FIELD REVISION OR A CUSTOM PLAN MAY BE REQUIRED
~a
NORTH CAROLINA
m fnvironm ntatGets
NOTES AND APPLICABILITY TO LOT DEVELOPMENT
1. This plan is for lots with an Individual disturbed area of 1.00 acre or less, and a
total site disturbance of not more than 5.0 acres for individual single family or
multi -family dwellings.
2. A vicinity map showing the boundaries of the project and access to the site is to
either be shown on this standard plan or to accompany this standard plan.
3. A subdivision plat or plan showing numbered lots and the Limits of Disturbance
(LoD) is to accompany this standard plan. The LoD includes lots, access to
measures, staging areas, and utilities that may extend off -site.
4. Lots are "Finished", or at final grade. Mass grading with full stabilization has
already occurred or mass grading is not to occur.
5. The property does not contain nor have jurisdictional waters within 100 feet of the
lots.
6. The site is not located in a High Quality Water Zone.
7. No discharges are allowed into impaired waters.
8. Onsite vehicle or equipment washing is not allowed.
9. This site involves no off -site material storage, waste disposal, or borrow areas.
10. All disturbed areas not built upon shall be provided with permanent ground cover.
11. As of April 1, 2019, applicant must apply online at deq.nc.gov/NCG01 for the
NCG01 permit, if applicable.
12. The NCDEQ reserves the right to require a site -specific erosion control plan to be
prepared and submitted for the 30-day review cycle.
GENERAL CONSTRUCTION SEQUENCE FOR SMALL
RESIDENTIAL LOT EROSION AND SEDIMENT CONTROL
1. Upon receipt of a Certificate of Plan Approval, notify the appropriate Land Quality
office at least 5 business days prior to the start of construction.
2. Install construction entrances(s).
3. Install check dams and/or erosion control blankets in roadside ditch, where exists.
4. Install yard inlet protection and perimeter controls (silt fence, silt fence outlets, etc.)
according to the plan. For contiguous lots with different builders or land owners, it is
suggested that each builder/owner install their own silt fence along the shared parcel
boundary. If silt fence is not required along the front of the lot due to the drainage
layout, the builder must provide a measure to limit access through the construction
entrance. Ensure inlets downgrade of disturbances are protected from siltation.
5. Proceed with individual lot construction.
6. Maintain erosion and sedimentation controls during construction.
7. Provide for ground stabilization after completion of any phase of grading in
accordance with the NPDES timeframes table. Persons responsible for land
disturbing activities are responsible for phased inspections to ensure the approved
erosion and sedimentation control plan is being followed. All erosion control
measures shall be inspected at least once per week and after each storm event of
1.0 inches or more in a 24-hour period. The self -inspection report, as well as
instructions for the self -inspection program, can be found at deq.nc.gov/NCG01.
8. Remove any temporary driveway pipe and temporary construction entrance
immediately prior to constructing permanent driveway.
9. Once construction is complete and all areas are stabilized, remove any remaining
erosion or sedimentation controls and stabilize any areas disturbed by their removal.
10. Once the last approved lot is complete, notify the appropriate Land Quality office for
a close-out inspection.

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OCT 5 4 01 P'I'87
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CIVIL ENGINEER:
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.IOOAE CIXWTY• Zer3 Ake Ta r�+c asr-- -I MY
NORTH CRROLINrI
ALNE. REGZBTER" LEND �SRYLYUB e'r/. Bc uE FNo q.J.TOC/gTE.3, f�fi'
CERTIFY THNT TNIE PLAT NRB DRRWN UNDER
NY l3l1PERVIaION P110M Rta NCTURL EURVEY
•WDE UDDER NY Bl1PEINIBIONi THRT THIS
PLAT IB PREPRRED IN RCCORDRNCE WITH 0. C•rtltl<•t• of o.n•r•n Ip •na D•a1 <atlen.
R9 RNENDED_ W I TNEBB MY OPIBINRL I h. r.h •r[tr tAat I BZBMTURE, REBI6rRRTIDN N1NIBER RtaD BG11L Y < >
THIS �_ DRY OF d c> F- • t.......rt> .h_ ma a .... lk.. h......
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I, �EP.L_r/ .SHEEP/END , NOLLYCIILST PROPERTIES, INC.
R NOTRRY PUBLIC OP THE COIAJTY—RND 8TRTE April 19, 19 p7 6/� �y.1•-
RFDI�sRID DO HEREBY rr.- tiv Data
OvD•rlal Pr pident / ILL.'
R REBIEITEREDT LRNDHRBURVEYO R,
PERBONRLLY RPPERRED l GRE ME T.I. DRY
•1HD RCJrNOWLCDOED T— 111—TION DF THE
FOREL90INB INUTRLDIENT. WIT.E-- NY HRND
r9 o OFF I,_ sTRNP OR � `RL, T0I6 Ctrtltic.f. .t apP<•r.l s1 tn. D..l pn
44 ORY OF 0=T Jam' _____—_•
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IIV COIWIBBZON EX PI RE9, ,�_9_/ n.r.er <.n1ry tA•t al .rr..r..
-- •till tl•• ..a •tACC laer•v««nn• v.ld D1
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tn• r.vulr•a 1Rrr.r...n<It. rh•>f u•>.
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REFERENCE: DEED BOOK 565 PACE 157 eA. nu.R r»•r enl. µ.t, 1. en.
MOORE COUNTY RECI57RY -a- •r •�..= n•. h«• aid.
RATIO OF PRECISION = 1/7500+ _ _ •,�-�
\ D � V11L« «•r
IIMESS o1HEREISE DENOTED.
e-ENS LINO IRON STAKE
O. SET WN STAKE C.Ttirlwtt.• •r apDr.•.1 •> th.
O=SET LNI UNE NON UENT
WOO ri....la• ua i.nlnv •..ra.
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1. P. •e Pln..vr,t
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MATCH LINE c.nulca• •r Appro.•I ror R•c•rCrvv.
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a�fs "tl<. er th• R.9 t.r ar<Do." .r No."
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Detail Development
Plan Phase One
• SITE PLAN t N.06 T
North
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-'ale t'= 50'-0'
I lllr ,PRLL I], i.6

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-�- T11
on
ICCIS
`•'/LOT '14•aCto 11C LOT 9 �j•21,64f.15,130 s.l.O..�A ar Ir _, Q• -C_Recreir��n 1 ea
0N BB 23'3t' W OB 33'3 •' W
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4,1, RESERVED
1.4
LEG AND CURVE DATA
�N O. BEARING DISTANCE
2 N 84-40 05.4 E 19.00
3 N 11-3102.3"W 11A20
4 N 17-37.2.5 W 17.52
5 S 58-27 58 0E 9.31 '
8 S 5t-2350.0-E 48.03
7 S 32-23'42 0 W 55.22
6 S 32-23 42.3' W 17.64
N0. PADI US DELTI .:PC TAIIGEIJ- CHURL BEARING
C14 =-==240 00 7U-45 00.0" ?e- e=----'J aJ _-__27 38 N 2e-3]'30 0'W
C15 240.00 50-30'00.0' 211 .53 113.19 2r "5 1.1 31-00'00.0'E
C16 240,00 3i-a5'OO.G" 132.99 66. 25 13:.30 N '2-07'3C.0'E
C 1 7 240.00 34-00'00.0" 142.42 73.38 140.34 S 75-00'00.0'E
C18 240.00 85-35'37.4" 358.53 222.22 32e.11 S 15-
C19 240.00 87-24'22.6' 3.6.13 224.37 331.64 S 71-17'4B.7'w
C26 250.00 19-54'53.5" 86.89 43. 89 96.46 N-:e-44'Sa.2•w
C27 39.99 50-50'35,5- 35.49 ;9.U1 34.33 N 43-02 2U.0'w
C2a 200.00 20-51'S1 .2" 72.83 36.82 72. 43 S 47-58'00.4^e
C29 290.00 26-3T 32.4' 134.76 e8.62 133.5e 5='-E4'48. 5•w
Cal 39.99 ?9-06'39.9" 55.24 33.05 50.9
C33 60,00 40-20'44.8" 42.25 22.04 41 .98 S :1-25
C34 60.00 49-39'15.2" 52.00 2-.7e 5!1.39 3 -3-34 I� 4'E
C35 290.00 15-00'11.0' 75.94 36.19'S.?2 S 17-05'56.8'.1
C36 _ 225.00 29-36'35.3" 116. 30 59.48 115.01 S ear-14'4; .c-L
C70 290.00 20-26'38.0" 103.48 2.29 102.93 N '1-21'2J,9'E
C7L 290.00 25-07'32,9" 127.17 e4.63 12o.1p 4 75-39'05. 2'E
C83 290.00 27-39'36.1- 140.00 71 .39 138.64 S 47-22'S6.3'E
C86 290.00 32-58'44.3' 166.92 85.84 164.63 S 17-03'4D.1'E
C93 290.00 34-22'38.9• 174.00 99.71 171.40 I1 50-43'22. 8'E
C99 290.00 34-27'17.4' 174.39 89.92 171.78 N 01-3427'2'w
C 100 2VO.00 34-22'38.9" 1
74.00 59.71 171.40 N 35-59'23.3'w
C126 290.00 34-29'00.1' 174.54 90.00 171.01 S 36-50'47.' _
LEGEND
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Iron Pipe
W
0
Concrete Monument
d
S
Existing Woodland*
r
O
TreesExisting Specimen Tres
I
I ----
I__ZI
Existing Buildings to be Demolished
NOTES:
All privet* land (roads, butters and recreational areas) to be dedicated to Homeowners Associl
All two-way streets, 26' pavement beck of curb to back of curb wltn an 18' curb and gutter.
All cul-de-sac one-way str**ts, 16' back of gutter to street edge, with an 18' valley curb on th
The driveway, turnaround and parking lots at the club house will have an 18' curb and gutter.
All street construction shall conform with the N.C.D.O.T.• Div, of Highways,
'Subdivision Roads Minimum Standards' dated May 1, 1983.
L A N D S C A P E A. C t+I Fr 5
MATCH LINE EIm ..'
f�I 1 Ih Furth h1 n la n 4 • I': nil
A��ui31�E� df .j�RA,:gh.North(en•I:nn'
OCT r I 9I91 H2i 50'1
4
L-P.d. Pat.
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parking P .✓
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GPOLp/NATe= METNOO.
REFERENCE: DEED BOOK 565 PAGE 157
MOORE COUNTY REGISTRY
31e RATIO OF PRECISION = 1/7500+
M■ 1•A �
SITE DEVELOPMENT DATA:
Total Acreage 112.43
z Total Non -Residential Acreage 8.8
Recreation Area 4.15
Linden Ro*d Suffer .65
Perimeter Suffer
Private Street R.O.W.4.0
Total Residential Acreage 3.63
Total Number of Percale
Residential Area 3.83
Aaffid_ Nollrcr••t PreP.r, l.•, Int.
,o e1111 Y ^ er anl, �.
101 Ole
P.le N.tber FC 336.2
. -ITT-i3T=5+24
ANCHITIt T:
N.9 N.rin.ur
Th. Ar.eclur., Uroca, PA
9t.tlon 94u•r•
324 B. D...un Bt. Suit. 100
• Nal.,an, NC I'd-
0, •-t3"413
C1ELL.Eea1MEEN:
With-, and Rar.n•!
L149 liaec•tlr• :Ircl.
Cary, Itc 21. 11
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sua%ayaa:
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CERTIFY TNSI THIB PL<1T MRB UNDER
I^�ItI'(J
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NY Bl/PERV ISION FROPI AN RCTIIAT SURVEY
ACTUAL
l l.Y BUPERV IB THAT THIB'
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9 P IN RCCORDENCE
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AS AMEND NV ORISIt44L
S. 47-3e f16 AMENDED. URI
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THIS Tl1RE, REDIBTRRTIDN NlY1BER RND BERG THIS DAY DRY OF -Q G'TODE.C= •
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R NOTARYPUBLIC OF THE COUNTY AND BTRTE
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SO HEREBY CER71FY THAT G.. A
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26IX '
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BE
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F RCNI.ON..- THE E%ECUTIDN OF THE
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RND OFFICIEL BTRNP OR BERL, THIB
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NOLLYCRLST DSPEpn22E5, INC.
April 19, 1987
C•rtl}1<.t• at Aapra•.1 of N,. D••, pn
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the regal Nd l�r•r•oent• In •n re.pt
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recant •t ey,�- A.• D«e P.la.
Detail Development
Plan Phase One
••t: • vole•• •v.r
• SITE PLAN 6NE6T zepZ
Avvr...a er e
Plu•1•� rd AaLN her.. Tn. V111.•.
!forth
er Pl..ngra PI-Ird; ra 1—-
n.r.er •vvro•.. rn. Detail D... lo••unt
P1•• 1••a M.•I et Th. tlel l.cre•t
wdirl•lon, .ato he cencv�r•nc•
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t P
tn. nu.•. %e..n<Il.�
vul•v. et nn.hvr.e
11........d ionln• .Bard
5(we 1'j 50:-0a
- 0 26 t 100 t00
Grt trlut. at ApOreral !•r R•e•rdlap.
t MrahY . ....Y ... t«a 9r*11dl11 I
plan •no•n n.r•entn.• D n r..Pd er rn.
vul•r. teanal a e.vlr •sea en•
ewarla.n o .f
Pl.ehar.tr NPrYhn C.re •<
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Coantr• _ J�EYI-/G-Z-B7

Date:
3I zy-j ZpZZ
Page:
ENTER THE DRAINAGE PATTERN TYPE (TYPE A, B, C, D, E, F, G OR H )
LOT NUMBER
DISTURBED AREA (ACRE)
DRAINAGE PATTERN TYPE
SPECIAL NOTES
`l.
0
LO CamJ E D
0 • � 5
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p N a U ��.1 s �� ?t, OT f�C �A COT
e
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1
2 I- ` T(J\raI
N 0 R T H C A R 0 L I N A
Environmental Quality LOT INFORMATION TABLE (ADD TABLE(S) IF NECESSARY)

Date: Page:
2—ij 2-0'2.2- 5
R/W
K\\
HOUSE
•
HOUSE
HOUSE
HOUSE
ON I J
MMMMNY��Wo
M we? MR
FLOW DIRECTION <==
SILT FENCE
Lff Vl--WSI # ff -UT I TrH —TD—TD—
WADDLE/ SILT SOCKS
SILT FENCE OUTLET
CONSTRUCTION
Notes:
1. if needed, Tree Protection fencing should be installed along the buffer zone, wetland boundary and/or around
protected trees, providing a radius of at least 1.25 feet for each inch of trunk diameter.
2. Install Silt Fence on the low elevation sides of each lot. Install Silt Fence outlets shown on schematic/diagram and
field adjusted, if necessary, for placement at low points. If lots are contiguous and have different land owners or
builders, each lot should have individual Silt Fences.
3. Install required Silt Fence within 10 feet of property line to ensure there is no conflict with septic system. It is the
responsibility of the builder to ensure the installation of sediment control measures does not impact the septic
system and repair area(s).
4. At least one Construction Entrance/Exit is to be installed per lot.
5. Waste bins and other areas dedicated for managing building material waste shall be at least 50 feet away from
storm drain inlets or drainage ditches unless it can be shown that no other alternative exists. If this separation
cannot be achieved, these areas must be contained behind Silt Fence.
6. Inlets downstream of disturbances should be protected; streets should be swept when sediment from the
construction activity is present.
7. Details for Silt Fence, Silt Fence Outlets, Construction Entrances and other measures are provided on additional
sheets. Erosion and sediment control details are not drawn to scale.
NORTH CAROLINA
Environmental Quality
TYPICAL INDIVIDUAL LOT LAYOUT WITH ROADSIDE DITCHES

Date:
/; �� PART 11, SECTION G, ITEM (4)
Z
�j- DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
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 down for maintenance or close out unless this is infeasible. The circumstances in which it is not
feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) 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
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance 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 until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Inspect
Frequency
Inspection records must include:
(during normal
business hours
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend
good working
on holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those
unattended days (this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded
as "Zero" The permittee may use another rain -monitoring
device approved by the Division.
(2) E&SC
At least once per 7
1. Identification of the measures inspected
Measures
calendar days and
2. Date and Time of the inspection
within 24 hours of
3. Name of the person performing the inspection
a rain event > 1.0
4. Indication of whether the measures were operating properly
inch in 24 hours.
5. Description of maintenance needs for the measure
6. Description, Evidence, and date of corrective actions taken
(3) Stormwater
At least once per 7
1. Identification of the discharge outfalls inspected
discharge
calendar days and
2. Date and Time of the inspection
outfalls(SDOs)
within 24 hours of
3. Name of the person performing the inspection
a rain event >_ 1.0
4. Evidence of indicators of stormwater pollution such as oil
inch in 24 hours.
sheen, floating or suspended solids or discoloration
5. Indication of visible sediment leaving the site
6. Description, Evidence, and date corrective actions taken
(4) Perimeter
At least once per 7
If visible Sedimentation is found outside site limits, then record
of Site
calendar days and
of the following shall be made:
within 24 hours of
1) Actions taken to clean up or stabilize sediment that has left
a rain event >_ 1.0
the site limits
inch in 24 hours.
2) Description, Evidence and date of corrective actions taken
3) An explanation as to the actions taken to control future
releases
(5) Streams or
At least once per 7
If the stream or wetland has increased visible sedimentation or
wetlands
calendar days and
has visible increased turbidity from the construction activity, then
onsite or
within 24 hours of
a record of the following shall be made:
offsite (where
a rain event_ 1.0
1) Description, Evidence and date of corrective actions taken
accessible)
inch in 24 hours.
2)Records of required reports to the appropriate Division
Regional Office per Part III, Section C, Item(2)(a) of this permit
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
Stabilization
of grading.
measures, clearing and grubbing, installation of storm
Measures
drainage facilities, completion of all land -disturbing activity,
construction or redevelopment, permanent ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required timeframe
or assurance that they will be provided as soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
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.
Item to Document
Document Requirements
Initial and date each E&SC measure on a copy of
(a) Each E&SC measure has been installed and
the approved E&SC plan or complete, date and
does not significantly deviate from the locations,
sign an inspection report that lists each E&SC
dimensions and relative elevations shown on the
measure shown on the approved E&SC plan. This
approved E&SC plan.
documentation is required upon the initial
installation of the E&SC measures are modified
after initial installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC plan
or complete, date and sign an inspection report to
indicate completion of the construction phase.
(c) Ground cover is located and installed in
Initial and date a copy of the approved E&SC plan
accordance with the approved E&SC plan.
or complete, date and sign an inspection report to
indicate compliance with approved ground cover
specifications.
(d) The maintenance and repair requirements for
Complete, date and sign an inspection report.
all E&SC measures have been performed.
(e) Corrective actions have been taken to E&SC
Initial and date a copy of the approved E&SC plan
measures.
or complete, date and sign an inspection report to
indicate the completion of the corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the Division
or a similar inspection form that includes all the required elements. Use of
electronically -available 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. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
NORTH CAROLINA
Environmentat Qual=t NCG-01 SELF INSPECTION
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
They are 25 gallons or more,
They are less than 25 gallons but cannot be cleaned up within 24 hours,
They cause sheen on surface waters (regardless of volume), or
They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee 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's Environmental Emergency Center personnel at [phone],
Occurrence
Reporting Timeframe (After Discovery) and Other Requirements
(a) Visible
• Within 24 hours, an oral or electronic notification.
sediment
- Within 7 Calendar Days, a report that contains a description of the
deposition in a
sediment and actions taken to address the cause of the deposition.
stream or wetland
Division staff may waive the requirement for a written report on a case -
by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related caused, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure
compliance with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 Hours, an oral or electronic notification. The notification shall
release of
include information about the date, time, nature, volume and location
hazardous
of the spill or release.
substances per
item 1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 Hours, an oral or electronic notification
bypasses 140 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 Hours, an oral or electronic notification
with the conditions
- Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance, including
may endanger
exact dates and times, and if the noncompliance has not been
health or the
corrected, the anticipated time noncompliance is expected to continue;
environment [40
and steps taken or planned to reduce, eliminate and prevent
CFR 122.41(I)(7)]
reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a case -
by -case basis.

` Date: r�
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE
WITH THE NCG01 CONSTRUCTION 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 NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the delegated
authority having jurisdiction. All details and specifications shown on this sheet may not apply
depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within
Site Area Description
this many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper
If slopes are 10 feet or less in length and
than 3:1
7
are not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales, ditches
(e) Areas with slopes
perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing activity.
Temporary ground stabilization shall be maintained in a manner to render the surface stable
against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
Temporary grass seed covered with straw or
Permanent grass seed covered with straw
other mulches and tackifiers.
or other mulches and tackifiers
Hydroseeding
Geotextile fabrics such as permanent soil
Rolled erosion control products with or
reinforcement matting
without temporary grass seed
Hydroseeding
Appropriately applied straw or other mulch
Shrubs or other permanent plantings
Plastic sheeting
covered with mulch
Uniform and evenly distributed ground cover
sufficient to restrain erosion
Structural methods such as concrete,
asphalt or retaining walls
Rolled erosion control products with grass
seed
POLYACRYLAMIDES WAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during construction,
selecting from the NC DWR List of Approved PAMSIFlocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMSIFlocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or
surrounded by secondary containment structures.
QUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as hazardous
waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to
a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters
unless no other alternatives 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 storm drain, stream or wetland.
5. 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 during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters
unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams
or wetlands unless there is no alternative reasonably available. If 50 foot offset is not
attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad
and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a
licensed sanitary waste hauler to remove leaking portable toilets and replace with
properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. 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.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five
feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with
the approved plan and any additional requirements. Soil stabilization is defined as
vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10 MIL NOTES:
A PLASTIC 1. ACTUAL LOCATIDN DETERMINED
0 O C 3 O 0 1:1 LINING IN FIELD
JSIL SIDE SLOP SANDBAGS (TYP.)
O O FENCE (TYP.) OR STAPLES 2. THE CONCRETE WASHOUT
0 O STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID
0 0 T-011 AND/OR SOLID REACHES 75% OF
MIN. THE STRUCTURES CAPACITY.
0 O O O SANDBAGS(TYP.) &R
A OR STAPLES MAX, 3.CONCRETE WASHOUT
STRUCTURE NEEDS TO BE CLEARY
SECTION A -A BELOW GRADE WASHOUT STRUCTURE MARKED WITH SIGNAGE NOTING
DEVICE.
CLEARLY MARKED
CONCRET
SIGNAGE
WASHOUT
NOTING DEVICE
NOTES:
(18"X2C MIN)
1, ACTUAL LOCATION DETERMINED
IN FIELD
SANDBAGS(TYP.)
is MIL OR STAPLES
P TIC UNING
2. THE CONCRETE WASHOUT
COHESIVE a
saw BILTRRMATION
1:1 SIDE E
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
sl.opE
REACHES 75% OF THE STRUCTURES
rrP.)
CAPACITY TO PROVIDE ADEQUATE
MIN
HOLDING CAPACITY WITH A MINIMUM
12 INCHES OF FREEBOARD.
9•A
MINA
X MNR.
3.CONCRETE WASHOUT STRUCTURE
)BAGS (TYP.)
SECTION B-B OR STAPLES
ABOVE GRADE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
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 item and in addition
place the mixer and associated materials on impervious barrier and within lot perimeter
silt 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. Liquid waste must be
pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum, 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 install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project limits.
Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of in an
approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by
removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the label,
which lists directions for use, ingredients and first aid steps in case of accidental
poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible
or where they may spill or leak into wells, stormwater drains, ground water or surface
water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
, NORTH CA.fROLINA
Environmental Quli NCG-01 GROUND COVER & MATERIALS HANDLING
Page:

Date:
I+ I r,� -,7Z
Page:
�5
TEMPORARY SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING
Seeding Mixture
Species
Rate (lb/acre)
Rye (grain) 120
Annual lespedeza (Kobe in 50
Piedmont and Coastal Plain,
Korean in Mountains)
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding Dates
Mountains —Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont —Jan. 1 - May 1
Coastal Plain —Dec. 1 -Apr. 15
Mulch
Apply 4,000 lb/acre straw. 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
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
Seeding Mixture
Species
German millet
Rate (lb/acre)
40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding Dates
Mountains —May 15 - Aug. 15
Piedmont —May 1 -Aug. 15
Coastal Plain —Apr. 15 - Aug. 15
Mulch
Apply 4,000 lb/acre straw. 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
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
Seeding Mixture
Species
Rye (grain)
Rate (lb/acre)
120
Seeding Dates
Mountains —Aug. 15 - Dec. 15
Coastal Plain and Piedmont —Aug. 15 - Dec. 31
Mulch
Apply 4,000 lb/acre straw. 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
Repair and refertilize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extend temporary
cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.
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 1-1 2
tons/acre on 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.
_ . .. -iiiii1111111l1111111-. 111111lil;i1i,-.
FERTILIZER- Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and lime should be
incorporated into the top 4-6 inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application.
SURFACE ROUGHENING- If recent tillage operations have resulted in a loose surface additional roughening may not be required, except to break up large clods. If rainfall
causes the 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 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 finished grades are obtained and seedbed preparation is completed.
NORTH CAROLINA
Environmental Quality
TEMPORARY SEEDING RECOMMENDATIONS

Date:
(7-02,L
NON-INVASIVE PERMANENT SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE
Species
Centipede
Indian Woodoats
Virginia Wild Rye
Rate
5 Ibs/acre
1.5-2.5 Ibs/acre*
4-6 Ibs/acre`
*Depending upon mix with other species. See table 6.11.d
from Chapter 6 of the NC Erosion and Sediment Control
Planning and Design Manual.
Seeding Dates
Coastal or Eastern Piedmont for Centipede- Sept. 1 - M;
Coastal and Piedmont for Indian Woodoats and Virginia
Wild Rye- Feb 15 - April 1
Mountains for Indian Woodoats and Virginia Wild Rye -
March 1 - May 15
Maintenance:
Significant maintenance may be required to obtain desired
cover once centipede is planted. Acceptable for sodding.
NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE
Species Rate
Indian Woodoats 1.5-2.5 Ibs/acre*
Virginia Wild Rye 4-6 Ibs/acre*
*Depending upon mix with other species.
See table 6.11.d from Chapter 6 of the NC
Erosion and Sediment Control Planning
and Design Manual.
Mountains - July 15- Aug 15
Piedmont - Aug 15 - Oct 15
Maintenance:
Indian Woodoats and Virginia Wild Rye
are both sun and shade tolerant.
L
Page:
NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
Species
Hard Fescue
Switchgrass
Indian Grass
Big Bluestem
Indian Woodoats
Virginia Wild Rye
Rate
15 Ibs/acre
2.5-3.5 Ibs/acre`
5-7 Ibs/acre*
5-7 Ibs/acre*
1.5-2.5 Ibs/acre*
4-6 Ibs/acre*
*Depending upon mix with other species. See table 6.11.d from
Chapter 6 of the NC Erosion and Sediment Control Planning and
Design Manual.
Seeding Dates
Mountains - Hard Fescue- Aug 1 - June 1
Mountains- Switchgrass, Indian Grass, Big Bluestem- Dec 1 - April 15
Piedmont and Coastal- Switchgrass, Indian Grass, Big Bluestem-
Dec 1 - April 1
Coastal- Indian Woodoats and Virginia Wild Rye- Sept 1 - Nov 1
Maintenance:
Hard Fescue is not recommended for slopes > 5%. Prefers shade.
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 to 1 z tons/acre on 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 higher need not be limed.
FERTILIZER- Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and lime should be incorporated into the top 4-6
inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application.
SURFACE ROUGHENING- If recent tillage operations have resulted in a loose surface additional roughening may not be required, except to break up large clods. If rainfall causes the 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 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 finished grades are obtained and
seedbed preparation is completed.
NOTES:
1. Permanent seeding, sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframe's table.
2. A North Carolina Department of Agriculture soils test (or equal) is highly recommended to be obtained for all areas to be seeded, sprigged, sodded or planted.
3. Use a seeding mix that will produce fast growing nurse crops and includes non-invasive species that will eventually provide a permanent groundcover. Soil blankets may be used 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 of at least 80%.
4. Ground cover shall be maintained until permanent vegetation is established and stable against accelerated erosion.
NORTH CAROLINA
EnvironmentalQ li PERMANENT SEEDING RECOMMENDATIONS

Date:
z-, IZA-I2UZZ
z
Page:
0
Construction: Maintenance:
1. Clear the entrance and exit area of all vegetation, roots, and other objectionable 1. Per NCG-01 inspect at least once a week and after each 1 inch or greater rainfall,
material and properly grade it. make any required repairs immediately.
2. Place the gravel to the specific grade and dimensions shown on the plans, and 2. Maintain the gravel pad in a condition to prevent mud or sediment from leaving the
smooth it. construction site. This may require periodic topdressing with 2 inch stone.
3. Provide drainage to carry water to a sediment trap or other suitable outlet. 3. Immediately remove all objectionable materials spilled, washed or tracked onto public
4. Use geotextile fabrics in order to improve stability of the foundation in locations roadways.
subject to seepage or high water table.
'Environmental Quality
NORTH CAROLINA
CONSTRUCTION ENTRANCE/EXIT

Date:
2, Z'Z�� Wire Fence Filter Fabric
Steel Post
Plastic or
Wire ties
am
8' Max. Standard Strength fabric with wire fence
6' Max. Extra strength fabric without wire fence
Filter Fabric
Plastic or
Wire
Wire Fence
Steel Post
H He" MIA
8" down & 4"
forward along the
trench
2411
Construction:
1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground. (Higher fences may
impound volumes of water sufficient to cause failure of the structure)
3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are
necessary, securely fasten the filter cloth only at a support post with 4 feet minimum overlap to the next post.
4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts. Extend the
wire mesh support to the bottom of the trench. Fasten the wire reinforcement, then fabric on the upslope side of the
fence post. Wire or plastic zip ties should have a minimum 50 pound tensile strength.
5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Supports should be driven securely
into the ground a minimum of 24 inches.
6. Extra strength filter fabric with 6 foot post spacing does not require a wire mesh support fence. Securely fasten the
filter fabric directly to posts. Wire or plastic zip ties should have a minimum of 50 pound tensile strength.
7. Excavate the trench approximately 4 inches wide and 8 inches deep along the proposed line of the posts and upslope
from the barrier.
8. Place 12 inches of fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill is critical to
silt fence performance.
10. Do not attach filter fabric to existing trees.
NORTH CAROLINA I
Environmental Quality l SILT FENCE
Backfill trench
and Compact
thoroughly
Upslope
'411
M
8" Min.
CROSS SECTION VIEW
Maintenance:
1. Inspect sediment fences at least once a week and after each 1
inch or greater rainfall. Make any required repairs immediately.
2. Should the fabric of a sediment fence collapse, tear,
decompose, or become ineffective, replace it promptly.
3. Remove sediment deposits as necessary to provide adequate
storage volume for the next rain and reduce pressure on the
fence. Take care to avoid undermining the fence during
cleanouts.
4. Remove all fencing materials and unstable sediment deposits
and bring the area to grade and stabilize it after the contributing
drainage area has been properly stabilized.

Date:
312 +/ 2- o -7- /z,
Page:
113-
TOP OF S
MUST BE,
ABOVE TF
THE WASI
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH,,
FILTER OF #57
WASHED STONE
BURY WIRE FENCE AND HARDWARE CLOTH
3'FILTER FABRIC
ON GROUND
SECTION VIEW
4'MIN.
STEEL FENCE POST
SET MAX ZAPART
MIN. 18" INTO SOLID
GROUND
SILT FENCE
NOTES:
1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
2. Stone outlets should be placed on low elevation areas of silt fence and
based on field conditions.
MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
or greater rainfall event. Complete any required repairs immediately.
2. Freshen stone when sediment accumulation exceeds 6 inches.
3. Keep mesh free of debris to provide adequate flow.
4. Remove sediment when half of stone outlet is covered.
5. Replace stone as needed to facilitate de -watering.
NORTH CAROLINA I
Environmental Qualityl SILT FENCE OUTLET

X
•
CONTROL
5ZO'Z7 /d ";5-
31• 70
O'p
Q
e°
Mtl
Mw
O
cc
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1
a� p
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k
i
o
i
4
a
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i V
LANCICAPE ARC M l T f C y S
-1 _ ����1,, EhnWIMMI
_...-..r._ .. ... ' -._.. yUnA% nut
Ek+Rh. W tNth(�In lNu!'hirt
V Oct 5 4 of P'(I919792Isn-a �C
Wrought Iron Fence - f
Qatehouae .,� -Entry Sign �' J I
Brick Wall , Pierced Brick Wall
.fa w ft.."—bog 1r
►.I.t H.r r V yI..A
T-
AaCNrrlCT:
The Ara.N«tare, O'sao, .4
St•t/a. Sq.—
Elevation: Entrance Wall and Gatehouse Es• a. D.,!­ u., E.M. 100
- R.1.1M, MC 2,00,
SCALE: t/a'. 1'-p• 919-530-11413
CIVIL 41141IMEER:
wNh• e« R
R E S E R V E D
P1•ra.4 Rtl.k Wall a' at.
s
�,.
p +.
r•
°. CONTROL CORNER
r rye 5 r� rS"'C U�
D'f.
{f `
y6y
�� / LOT 4 a LOT 3
I 21,535 e.1. II 20.050 0.1. \ 7 e I `f
I 40 `y II
Z IMp
I A: le' I pa
J.
LOT 2
15,225 a.t. b
4 I \\
LOTS
16,988 a.1.
M
a
N Of SS'SS• W. ..
Lor s �
MATCH
Y /
Ats 00
LOT 1 \ \
E S W I C K L A N I' (private)
F
A
y�
yG
Gy s�
/t /
9
11 Q
f 9
v� °
r b Sr'T P� l L Fi11�
°� NAc-,� ATrtER
Cj
CY
17 ti �'p,sE� bN
C•r•.r L.1 •Id. YardCA
*>,C �/ \ !{% ��� ��•�•,.a
p C 1 O N!b or
}�'.--.— M•e.••t• e•1.1• otr� . N r I^_11r J I r4e� e\4� / \ ,..
MOOND COUNTY, LAT.s — TO T/!c 0-1-1 AY
NORTH tAROL.INA
I, Cs H«. eLt16. H61fIHI6HED L9tlE OJBYEY4B'. C. rY. BL— Nxo /Y.-310C/RTF.�. t'.q
CENT IFY THAT THIS PLAT WAG DRAWN LNOER,
MY SUPERVISION, FROM AN ACTUAL BLIRVEY
t.ADE. 11 a MY ,RIPERVIGION, THAT THI.
PLAT I® PREPARED IN ACCORWNCE WITH 0. Grtl rtcat. ar O•e•r.n1 a. AT-'Je AG AMENDED. NZTNESS MY ORIGINAL r and D.d,eLtlen.
Tes
GIOtYHTUNE, REGISTRATION NUMBER AND MAIL I ....Dy r. rtlry th., I A. th. .vn•r of
ta -�Nn DRY OF LoT3C.'- tb p••D•rty .hr r. -A d.•trlbA
19,$�. -' Rlen I. 1.<•t.A In !h• •WA4v1 •Lan
rl.•It<3an •1 th. vtllape •r ltnahur•t
� 1 a•A 1 h.ra►y •.aft tha• pl.n of
•h•lv1•la. .4 to •Y fr•• c
St al.h In3•w aul Jd(np�..es.cl
RLB Np, aLG -- It ., wd aN lc•f. .31 •tr«ta, L1Ly,,
waA,, p.rA•, and an.r ,Jt.. •.e
•.•«.nb a• puhilc .r prl Yar.... as
�/�_L?�J�F1B�F+C n__ NOILYCRLST gpPERYIES, 1NC
A NOTARY f%
PL,SLZC [IF TIE L'OUNTY RND gTgT,E
AFOREBAZO OO HEREBY CERTIFY THAT Ga da, APt11 19, 198,
BLil6 R REGISTEAGO LAN° GUNVEYON, Data Ove•rl ♦1 Pr •!dent
MM30NALLY APPEAggD BEFORE ME THI6 0AY
NNI A'MNO111-GOeaD THE EXECUTION OF THE
PORESOIMS INSTRLfSENT. 4ITNESS MY HA..
.�- _ MY OF-{�lC�/,�C0._---- THI6 C.rtJ rJ c. t. of AFpr.vwl or th. D..Lpn
39�ad Iaatal Latl.n of Stroot,, UttlltOo•.
•nA •thc. 8-1-1
I.p..,«..ne.. t
my coass1ISaION EXPIRES, .-/v -' i/ h•r.1y reify that ll tn.t•,
-- n[lli rl ar aa. •li"r.v a.— •,ol a.
t 1.11.d to AN ac¢ .pt•Al. t ..A
-' �C t,,,-y �� Lae•ru n. e• es. vul•A. nr Ptns¢ne
-�..�"� _'� °� � � .v.<+ti e.t L•w. •aa •t•nawra• Ln th.
rlp' FRY C� ------ Nellarnt 8.Dd1YUUn .ad
FCKEH6E L7ETE,CM/N�-f� /�Y t►•t pae rYta. It
th• t••tall•tf« at
<n. r.fulr•t lMf r.v.«nt. In •n r.mt
CO-O RDINRTE- MET^NOD •pa a•a,ar •atl•hcf srY to tn. Yi ll•y.
.r ►3..hvra na. ►«n r•c.1Y•a, a.e en•<
REFERENCE: OEEU BOOK 565 PAGE 757 th. ftl1, t.. tar thl• vl•t, t• eh•
MOORE COUNTY REGISTRY .w•oe .e p_;�,t,'_ nar n..n pae.
RATIO OF PRECISION = 1/7500+
11Ntf55 l2M1fERnEE OENO-IE D,
•-EX1040 IRDN STARE
O.SET INH STAKE C.rtlf 3ca<a.n .f Ae.r•r•1
O^SET COMMM MONUMENT ►law•!•p and i«tnp I.•ts. Sh• pl ll.p•
.-EYISTYO CONCRETE MONUMENT at y1.ah•r•t Fl•nn3ep .•A tsnlns S.•re
.pfr.v., tn. D. t•11 p.Y.l•p•••t
F 1•q (..d Rapl of Ih, 9o11vcr..t
fWdty t.l an, •WI•ct to th. cencurrwca
R of th: Villas. C.uaeti. �.
P
DL t• CRal rwane
• Vl 1. •p. t yln•Rurtt
fi•nntnv Lnn z•nlnY s..ra
MATCH LINE c•rrule•e. et Appra.,l rer R.e.razhs.
t Mr.Ay e.rttlY tMC tha .W d(vi•1•n
vl•w .na.a n.raan a.. e..n r..,.a eyCIL.m.
'a �`+� Villas* Caf•cll t. ..ply •3 th th.
{WAty 1, 1.. Ordt nano. •r — ylll•fe .
•t'- v�� tj1 ":6I1 •IMh•r•t. Rarth Graltn•r and th. ••a
1• A.
aef .ppr•v.d for rrc Pa."
C.-ty. In M.
tn• bp,•br ar pudp
•
1 /1SrCa.s•II•. CNeN
-_--Cary, NC IT.1,
910-440-3140
C.N SWe i A.eacl•te.
a.ua•rn F1«e. Nc Inp,
S19-66l-44E,
x
Detail Development
Plan Phase One
• SITE PLAN 5Nrc67' fd a
North
N�
Scale 1*= 50'-0•
a so " �E E
Iralr A••14 2,. �D.t
R.al.•d YLY 12, fY l
v� °
r b Sr'T P� l L Fi11�
°� NAc-,� ATrtER
Cj
CY
17 ti �'p,sE� bN
C•r•.r L.1 •Id. YardCA
*>,C �/ \ !{% ��� ��•�•,.a
p C 1 O N!b or
}�'.--.— M•e.••t• e•1.1• otr� . N r I^_11r J I r4e� e\4� / \ ,..
MOOND COUNTY, LAT.s — TO T/!c 0-1-1 AY
NORTH tAROL.INA
I, Cs H«. eLt16. H61fIHI6HED L9tlE OJBYEY4B'. C. rY. BL— Nxo /Y.-310C/RTF.�. t'.q
CENT IFY THAT THIS PLAT WAG DRAWN LNOER,
MY SUPERVISION, FROM AN ACTUAL BLIRVEY
t.ADE. 11 a MY ,RIPERVIGION, THAT THI.
PLAT I® PREPARED IN ACCORWNCE WITH 0. Grtl rtcat. ar O•e•r.n1 a. AT-'Je AG AMENDED. NZTNESS MY ORIGINAL r and D.d,eLtlen.
Tes
GIOtYHTUNE, REGISTRATION NUMBER AND MAIL I ....Dy r. rtlry th., I A. th. .vn•r of
ta -�Nn DRY OF LoT3C.'- tb p••D•rty .hr r. -A d.•trlbA
19,$�. -' Rlen I. 1.<•t.A In !h• •WA4v1 •Lan
rl.•It<3an •1 th. vtllape •r ltnahur•t
� 1 a•A 1 h.ra►y •.aft tha• pl.n of
•h•lv1•la. .4 to •Y fr•• c
St al.h In3•w aul Jd(np�..es.cl
RLB Np, aLG -- It ., wd aN lc•f. .31 •tr«ta, L1Ly,,
waA,, p.rA•, and an.r ,Jt.. •.e
•.•«.nb a• puhilc .r prl Yar.... as
�/�_L?�J�F1B�F+C n__ NOILYCRLST gpPERYIES, 1NC
A NOTARY f%
PL,SLZC [IF TIE L'OUNTY RND gTgT,E
AFOREBAZO OO HEREBY CERTIFY THAT Ga da, APt11 19, 198,
BLil6 R REGISTEAGO LAN° GUNVEYON, Data Ove•rl ♦1 Pr •!dent
MM30NALLY APPEAggD BEFORE ME THI6 0AY
NNI A'MNO111-GOeaD THE EXECUTION OF THE
PORESOIMS INSTRLfSENT. 4ITNESS MY HA..
.�- _ MY OF-{�lC�/,�C0._---- THI6 C.rtJ rJ c. t. of AFpr.vwl or th. D..Lpn
39�ad Iaatal Latl.n of Stroot,, UttlltOo•.
•nA •thc. 8-1-1
I.p..,«..ne.. t
my coass1ISaION EXPIRES, .-/v -' i/ h•r.1y reify that ll tn.t•,
-- n[lli rl ar aa. •li"r.v a.— •,ol a.
t 1.11.d to AN ac¢ .pt•Al. t ..A
-' �C t,,,-y �� Lae•ru n. e• es. vul•A. nr Ptns¢ne
-�..�"� _'� °� � � .v.<+ti e.t L•w. •aa •t•nawra• Ln th.
rlp' FRY C� ------ Nellarnt 8.Dd1YUUn .ad
FCKEH6E L7ETE,CM/N�-f� /�Y t►•t pae rYta. It
th• t••tall•tf« at
<n. r.fulr•t lMf r.v.«nt. In •n r.mt
CO-O RDINRTE- MET^NOD •pa a•a,ar •atl•hcf srY to tn. Yi ll•y.
.r ►3..hvra na. ►«n r•c.1Y•a, a.e en•<
REFERENCE: OEEU BOOK 565 PAGE 757 th. ftl1, t.. tar thl• vl•t, t• eh•
MOORE COUNTY REGISTRY .w•oe .e p_;�,t,'_ nar n..n pae.
RATIO OF PRECISION = 1/7500+
11Ntf55 l2M1fERnEE OENO-IE D,
•-EX1040 IRDN STARE
O.SET INH STAKE C.rtlf 3ca<a.n .f Ae.r•r•1
O^SET COMMM MONUMENT ►law•!•p and i«tnp I.•ts. Sh• pl ll.p•
.-EYISTYO CONCRETE MONUMENT at y1.ah•r•t Fl•nn3ep .•A tsnlns S.•re
.pfr.v., tn. D. t•11 p.Y.l•p•••t
F 1•q (..d Rapl of Ih, 9o11vcr..t
fWdty t.l an, •WI•ct to th. cencurrwca
R of th: Villas. C.uaeti. �.
P
DL t• CRal rwane
• Vl 1. •p. t yln•Rurtt
fi•nntnv Lnn z•nlnY s..ra
MATCH LINE c•rrule•e. et Appra.,l rer R.e.razhs.
t Mr.Ay e.rttlY tMC tha .W d(vi•1•n
vl•w .na.a n.raan a.. e..n r..,.a eyCIL.m.
'a �`+� Villas* Caf•cll t. ..ply •3 th th.
{WAty 1, 1.. Ordt nano. •r — ylll•fe .
•t'- v�� tj1 ":6I1 •IMh•r•t. Rarth Graltn•r and th. ••a
1• A.
aef .ppr•v.d for rrc Pa."
C.-ty. In M.
tn• bp,•br ar pudp
•
1 /1SrCa.s•II•. CNeN
-_--Cary, NC IT.1,
910-440-3140
C.N SWe i A.eacl•te.
a.ua•rn F1«e. Nc Inp,
S19-66l-44E,
x
Detail Development
Plan Phase One
• SITE PLAN 5Nrc67' fd a
North
N�
Scale 1*= 50'-0•
a so " �E E
Iralr A••14 2,. �D.t
R.al.•d YLY 12, fY l

z
W
In.
S•
MATCH LINE
LOT 7 /
•°°�^°k / 21,644 s,f. /
1 / e
II L/LOT 8 -OT_9
15,023 a.f.5,130_e`.1.
G
O
i
00 L-Sear Y.rd Y.rd S.tb.ck Sid. Y.ra S.th.ck
tir
90
00
qN R E S E R V E D
F9
LEG AND CURVE DATA
0he-way C11c1•--.
_ r�-ac t• �cl�•r
N0. HEARING DISTANCE
2 N 84-4005.4 E 19.00
I N 1T-" 02.3"W $0,00 d
4 N 17-37.2.5 W 17. 52
S S 58-2356. 0'E 9.31
B 5 58-23'56.0-E 4D.05
7 5 31-23'42.3'W 55.22
8 3 32-2342.3'W 17.04
t40. RADI
000�WaLTA oARvgn;R5C :.7sA_l=vG=ENT �_=--CHOPa[, BEAR INO
----- - --- C1'4 24000 0-46UQu" oe399e 0 N 3'C1115 240.00 5030'00 02.53 1:3.4131-00'00.0E
C16 240.00 31-45'00.0' 326825 13i.30 -2-07'30.0"E
C17 240.00 34-00'00.0" 142.73..36 140.34 S 75-00'00.0fE
Cis 240 00 85-353714. 358.53 22222 26.11S 15-12'11.3
20.-'3a.127-78.7CIO 400 87242263 20.37 331.64 S "w
C26 250.00 1S-54'53.586.89
S.S. 86.46 IJ 40-44'54.2'1+
C27 3 9. 99 50-50'35.5" 35.49 :9.01 34.33 NI 43-02'20.0'W
C29 200.00 20-12. 72,eb.82 7Z .43 8 47-58'11.1 E
0.''1C29 2900 26-3732.4' 134.76 862 .5c C31 39. 99 19-08'39. 9" 55.24 33. 05 50.95 5,-:-58'N•!.2•w
C33 do, 00 40-20'44.8" 42.25 22.04 41.3E S t1-25 4!.o'W
C34 60.00 49-39*15.2" 52.00 27.7e 56. 39 3-34'13.4'E
C35 290.00 15-00'1L.0' 75.94 38.19 15.72 5 17-05'56.8'a
C36 225.00 29-36153.3" 116.30 59.48 115.01 S sa-14'41 .c'v.
C70 290.00 2(1-26'38.0" 103.48 52.2v 102.93 N :'1-21'2J .9•E
C71 290.00 25-07.32.9" 127.1, e4.63 12e.1. $ 75-39'05.2'E
C83 290.00 27-39'36.1" 140.00 7i.39 13a.64 S 47-22'5o.3'E
Cod. 290.00 32-58'44.3" 166.92 95.84 164.63 S 17-03'46.1•E
C93 290.00 34-22'38,9" 174.00 89.71 171.40 N 50-43'32.8•E
C99 290.Co 34-27'17.4" 174.39 89.9E 17;.78 N 01-34.2'W
C100 210.00 34-22'38.9" 174, 00 a9.71 171,40 N 35-59. 25.3'W
C128 290.00 34-29'00.1" 174.54 '0.00 171,91 S d8-50
LEGEND
❑ Iron Pipe
0
Concrete Monument
S
J_-�..
Existing Woodland•
00
Exleting Specimen Tress
' -, i
I__zl
Existing Buildings to be Demolished
NOTES:
All private land (roads, buffers and recreational areas) to be dedicated to Homeowners Association.
All two-way street*, 26' pavement back of curb to back of curb with an 18• curb and gutter.
All Cul-de-sac ono -way streets, 16' back of gutter to *treat edge, with an 18• valley curb on the lot side only.
The driveway, turnaround and perking lots at the Club house will have an 18• curb and gutter.
All street construction shelf conform with the N.C.D.O.T., Div. of Highways,
'Subdivision Road* Minimum Standards' dated May 1, 1903.
;I Pool
J
Recre p i ea
_ CO `.-.-...... P. C P.1h
0
r- Gar sv
I� y I
p*rk"
H 0 ,
i
1
v
(L
lC1
1
1
t�
q*
O
ID
A
A
P
O
N D
;A
. i,• P E . e r r r °
MATCH LIRE Elni_NJ
•'/'�u�� u61r1(•� �IdE •r1 V" Ra1npJ1 �„rthl
NT r 1911) N21 S1,-1
4 oT P'rr
FiC2E96E DE7'bzNliNe-D 6Y
eo-orboi../rrrr= METrraD.
REFERENCE: DEED BOOK 5651 157
MOORE COUNTY REGISTRY
RA110 OF PRECISION = 1/7500+
SITE DEVELOPMENT DATA:
Total Acreage 12.43
Total Hon -Residential Acreage 8:$_
Recreation Aroo 4.15
Linden Road Bettor -e6
ptrionstor esffor
Private street R.O.W. 4.0
Total Resldentlal.Aereage 3.63
Total Number of Parcels 9_
exam
M•ur<.w er.e•,,1.., M<
,/e wlpl•n, Cary 9. 1n1.
'a, ON *.1 .... ....
F.te M.r Nr FI aa•aa
4
AaCIMil�TI
M. n.rw.e
Th. Ar. .elere, 4,-, -
o.uen ea..,.
ua s. o•...n a,. ae.1. too
• it.,.y, wt vad
•,►-Hare.+a
r'•pe .laalatLal
,;.her, «a .o•n•.
L149 Ll°NVr. {.need
C." NC 21.11
tie-.e0-33.0
sbuxuat
C.K she. b ^•. vc,e, ••
121' Ole U.e. n :­1
e•wh•.n. nc t•on
e+►-sea-e. ��.
LOTS A+ m TO rFL 6ovU c3�v Is:Y
81/ GN-rTtU< RWD RSSOC✓A74i 5, Pi%
'tx- Wrier
III,
tc
/NIOItE IZ%trrY.
•IDRNH GRHOLSlIR
-
I.G.. tl. aLWEnH9LBtl4 @WHYEY89
WAB DRAWN UNDER
SPR[SFY THAT THIS IB PLATPLAT WA
BUPERV IBION PROM
1 ,�/�
"I'��� �ll('j F-�t/'�
MYANACTUAL TURVES
MADE UNDER IrY @UPI. BIDNt THAT THIS'
/
ITNESSNMY WITH W.
PLAT 36 PREPARED IN WITNESS
9. 47-3E RH {WENDED. WITNEti6 MY tlR1BIAL
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THIRVRTURE, REBIBTRRTION NUMBER AND SEAL -'a•rr r� DAY OF ��(r_QQ B.S.0
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