NCC223973_Site Plan or Location Map_20221130

Notes
1) This survey was performed without the
benefit of a title report. This survey is subject
to any facts and easements which may
be disclosed by a full and accurate title search. \ I I / I I \ \ / _-_----/
2) This property is not located within a
_
Special Flood Hazard Area per DFIRM Panel 9766, 1 I / / I \ \ \ \- - - - - - - - -
\\\
Map #3710976600K, Effective Nov. 17,
2017. II 1 I `, `\ `\ �'
PRELIMINARY PLAT — NOT FOR
3) This property is located within the Upper
New Hope Watershed, part of the Jordan Lake
Watershed District.
; ; / \\ \\\ \\ I — -- -----'
RECORDATION, CONVEYANCES
4) This property is located within the WS-ll BW Watershed District per Chatham County GIS.
\\\
5) This property is zoned R-2 per Chatham
County GIS. \\ j ��\\ \\\ \\ \\ \\ Ir ____________
OR SALES
6) Zone R-2 setbacks shown hereon per Sec. 10.2 of the Chatham County Zoning
Ordinance.\\
7) Contour elevations shown hereon are
approximate, digitized from INC Onemap I / / \I \ \ \ \ \-_------
topographical data updated July 2021.
Actual site conditions may vary.
8) Existing gravel drive crossing Lot 3-13
to be used as construction entrance. I PIA: 9766-00-34-5y52
9) Proposed improvements on properties shown hereon shall conform to existing topography. I I Pb: 93402 1 I `\ \ \ \ \ IN: 97f6-00-44-0780
`\
10) All distances are horizontal ground
distances, unless otherwise noted. I I / J I \ \ \ \ PIN: 93401\
/ /Lot 5, Gallant Resorve I \ 1 \ \ \ \ `
j I
^^�`� N CA&
` �c`�. ....... 0�
1 1 All areas b coordinate computation.
Y P
/ \ r \
P.S. 2019-8� I `\ \ I \ L t 4, Gallant Reserve \ \
oo Hyun Afro q
I
1 I
'' .
OF
I / J / ) P.S. 20Y19-86
In Toe ), O I / / / / Green, Cube Invbstments, ULC \ \
_ : 4Z < �_
/'6.B. 206/3-1064 I / / / / D.B. 19615-957
To Po th
\ s.R_153f1--
/—..—./—..—. /
I I / / / t..-..�..-..-..-..-..-.._-_— ..-..-..-..I-i.-..-..-../ / 1 1
�Nj 9
\ � f-\
------s----- — — �—
/ ..-..-.._..-. / I
I ravel road) / / / � ---..�..-..-..-..-..-..-..-..
__ ___ _ I / / 66' J >-.._.._.I.-..-+
\ g / / / �0' private rod ease �nt
/ f P rrrr�� per P.S.,A1 427 / / private ropd easement r P.S. 91-427
I
I I
:,�,py°SURv� r\Q°;
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loff
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_bra' she / / / 55pole
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101,688 S.F. �r
\\ PID: \64539 I
\
/
==
----saa---
Septic E semen I ° o
eP 1------- \ '` L / (2.334 ac.) ��\
ckrlan Reid Hilton
VID.EEi�C19651I Hilton
/
I \ i `," p4r P.S. 022-9 �N I I \
Lot 3- B J J 1 0 1------}-__ ) 1 1-'-- / -
I t--''I` �__I
955 I
// / ,1 4\ �/ / /; �^ i / /'----�__, 1 Total lot area incl. y
I I,' `
\ P.S.12017fi328
PIDI 95341 , , h ^b , ; , �� --1_ I I 1�--_ stream and R W
/ / l
1 ` 1--r,1
I I
EIR �' /
Ldt 3-B / / / / / / ��� // I I —sass N
n �� "Expedited Subdivisio /of L ty3" / / // / / / / / y}` // / / i I---/__ I I \' - ' `---- ��' �\
off\
cruel I I
2.5'
I
../_%/ / _ -\_ v\I o
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1 I
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�
'-P APT-�I'
N F Hadlon Rkid Hikon --- ----- o weI
e
/ICL'
i
Vickie 8CX/Hilt in site 1
/yh\i _i I
Q.B. 56CI-45-955 prei-- op \ I
II II II
I
Ig
50'/)(arion b�fer (\ �� r�J{te< UP
\ \ \
\ \ \
\ \ \
------
\
\ bank( -----'-"-------,-zc_ isal- /stearO
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I \ \ I / / / "-"""f" \ \ J•r' o
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- - - - - 26.
\ �� �\
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\ • \ ` \ \\ \� �� \ \ \\ iveld`yocaedl---\-----__ o\\� sez \��--� -- SF \ ho
\mar er: \ \ -L0 s 50' -on buff?- � D �� \ 4
\ \ �- �sa�\ p �\ --- \ \ so
\el`y \\ �`_------- N .3' \
�\\ ��\
sea, - .�� -�
5Q b fe\\ \\ --__---- \� 7 a� \ \ materia
\ \ \ \ SsB•
�. ._.-._._ _._._.. _ F� Oo \\ \ \ staging)
\ I area r/• I
�\ cone
\ \ \ \ \-___`_
/ I /
\
\ I sc}�. \
\ \ \\\ o
\ ` \ \ \ ��2. � . . \ \ \ I washou
y1 /(�
/
g
\ I \ \ \
I
aresed
ep'tiT%ro
\ \ \ \ __ All spoNs from _ �e.Qlch W N� sep�c area
\\ \ � �\\ \ \ \\ `s will be laoacd on \ pit
\ - `I
\ \ \
\
upslo{�e of tra,;lch \ � JE�_ y \ \ \\ II I i i 5/ �/
\ \ \ \ \ \ \ \ \ and utSties shBH be \ pSF� "•.� fTl 4A�\ \ �' �'oQ°;
o. �• �_ �g, z- sep,\ \ stpbilizedl'mmedia
��
2\\ \�
following inst Ilation \• �_ �9 I 1'' �/
a \\\ \\ ` �\ ��\ \\ \ \ \ \t. g ter" 5 ��1 ra wel�/ /
\ \ \ ` _ constr exis \ p P /
/ Area of Disturbance/
""""T \
\in
_ _ \ enfr.. grovel rive -� S5 �' 2 re r Sb 2 I I�
proposed drive & utility routes _ _ _\- - -n
P-'P 1-----�� \ ss_ �5 ss \ (R-z) bJr zol
59,141 S Feet
g
A I
--- -
I A a 25'\rear se bock (R-2> er ZO (ty- _�____ �- ---- ��---
\
\ \ \ \ \ existing gravel road -
\ \ SF Pn
\ \ \ o,
TIE• 89'3443-,W 622.29 \ .'sues
I \ 3 EIP \
\
\ \ / s\\�\figEIR se•\ \ \22 05ti \\ \ 1 I I 1 2"
\ \ \ �.,er 69'3 '431' 1
\\silt
EIPAG
N:�t4,1�4.93 \
fence\ \ \ \ \/\�\�flush \ \N W I
\ \ \ \\\\\ \1 \ \ I I I 2.5'
� ` ` ` I I
AGErosion
/
Control Site Plan
E: 1,963,35�.§9
P� by 5.zv v v v v v v v I I I I
\ \ \ \ \ I I
/ 1 /
\
\ \ \\ \\ \ \ \ PIN: 9g66-00 �33-2126 \ / \\ \ ,\ \ \ PIN:\9766k00-3-61265\ I I I I
\ \\ P�Q: 9069�\ \ \
// / 1 / /
Sheet 1 of 4
\ \ \ \ \ \ \ / \ \ \ PID: \90697 I I
I
\ \ \ \ \ Kerr,oeth Gol\ on Hackney \ /\ \ \ \ \ William\ Bryont Hackney I I / / / / /
/
PROPERTY OF
\D.B. 179�1-738 \\ \ \\ \ \\\ \ \\ DA 17�8- 951
// /
LEGEND
I
` `_ / \\ \\ 11 / I
Michael Hilton
EIP Q EXISTING IRON PIPE
\ \ \ \ I I I I � / J/ / //'
\ \ \ \ \ \\ � //
/ \
/// /// //
EIR Q EXISTING IRON ROD
\ \ \ \ \ \ \ \ \ \ \ I I / / // / / / / / / I - J
/ / �' '' /
Samantha R Hilton
CALc Q CALCULATED POINT
.
AG ABOVE GRADE
BG BELOW GRADE
R- PROPERTY LINE
\ \ \ /
CL CENTERLINE
\ / / //// ,'
\ \ \ v \ \ � \ , ,
// /
LOT 3—A, Expedited Subdivision of Lot 3
TYP TYPICAL
LINO UNLESS NOTED OTHERWISE
, , , /
�,�m°re Rd.`\ Ii /'
SR Is3s � \ \ I / / / / / /
/
PARCEL ID: 2227
SCR SCREEN PORCH
PPR
\ \ \ \ \ \ // // /' /�
\ \ \ \ \ . I / , /
\ \ 1 I / / / 1 I /
---
PIN: 9766-03-34-4202
PORCH
// // /
\ \ \ \ \ \ I I I I / /
` \ \ \ \ \ \, \\ \\ II i
__--
DEED REFERENCE: 2295-447
PROP PROPOSED
CONC CONCRETE
1 I I I I l /l// //',///
S°°dy Rdge \ \ 1 1 1 1 1 1 1 / I `—' / ��---
PLAT REFERENCE: 2022-95
CONSTR CONSTRUCTION
1 // // //
1 I I
up O UTILITY POLE
b SITE
zo ZONING ORDINANCE
a
SB SETBACK
BALDWIN TOWNSHIP
O PROPOSED WELL
°m°nr
CHATHAM COUNTY
SF SILT FENCE (EXISTING)
SFo SILT FENCE OUTLET (EXISTING)
SR°1536R°
N
NORTH CAROLINA
P-SF SILT FENCE (PROPOSED)
a
PSFO SILT FENCE OUTLET (PROPOSED)
Q Ra
EC Site Plan: Oct. 31, 2022
-E- PROPOSED ELECTRIC
-SS- PROPOSED SEPTIC SERVICE LINE
er
vs cvae2
r5
SCALE: 1' = 60' Survey Date: Sept. 9, 2022
w PROPOSED WATER LINE
Mp° sR
• • • LIMITS OF DISTURBANCE
0 30 60 120 180 240
CONSTRUCTION ENTRANCE VICINITY MAP
Scale: 1 " = 2000'
mailing address: P.O. BOX 188, CARRBORO, NC 27510
doffice address: 1777 M BLVD. SUITE 104
FREEHOLD LAND SURVEYS, INC. C-165 CHAPELL HILL, NC 27514 STEPHEN M. HALLSTROM PROFESSIONAL LAND SURVEYOR L-5083 J25660
phone: [phone]
website: www.freeholdiandsurveys.com

Notes
1) This survey was performed without the benefit of a title report. This survey is subject
to any facts and easements which may be disclosed by a full and accurate title search.-
2) This property is not located within a Special Flood Hazard Area per DFIRM Panel 9766,
\
Map #3710976600K, Effective Nov. 17, 2017. \ \ \
\ \ \ \
1 I
PRELIMINARY PLAT — NOT FOR
I
3) This property is located within the Upper New Hope Watershed, part of the Jordan Lake \ \
\\ \\
1
Watershed District. I \ 1 \ PIN: 9-00-44-o�ao \
4) This is located the WS-ll BW Watershed District Chatham County GIS.
1 I
RECORDATION, CONVEYANCES
property within per / PI : 93401 \
I /
5) This property is zoned R-2 per Chatham County GIS. / I \ \ \
\ / I
OR SALES
/
6) Zone R-2 setbacks shown hereon per Sec. 10.2 of the Chatham County Zoning I / / / Lot 4, ollont Reserve) \ \
Ordinance. I / / / P.S� 2019-86
Green Cue \ \
7) Contour elevations shown hereon are approximate, digitized from INC Onemop Investments, LLC
1
/ / D.Y. 1965-957
1
topographical data updated July 2021. Actual site conditions may vary. I
8) Existing gravel drive crossing Lot 3-13 to be used as construction entrance.
_
9) Proposed improvements on properties shown hereon shall conform to existing topography. I — / — /— —
10) All distances are horizontal ground distances, unless otherwise noted. / / / so' Ovate road easerrgknt per P.S. 91-427/ / I
,`� (N CA%
11 All areas by coordinate computation. I / / / centered on property line
/ / / /
I I I
��` �. •.•• ••
o. ' F�Ssto
// /
IP
/ fIu EI}7 1/2"'EIR 1„IEB
t J flush 26.86' fl•Osh / /
— — — — — T ElP to EIR:/228. 17' / 0.2' G
II 7�51' 1
I / / / i S 88'�8' 10" E
TIE, S 89'0 44" E
— + — —� — � — �I
_ ,��
- L-5 -
�� — — _ / �6° I: 255.03'
/ — —
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LIP 0
`� .'L� -1 O
_ _ _
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qG
......
—..—..—..—..—..7.....—. —. —.. 33.7'
shed // //
10/31 /2022
556 //
o
pole
—— \--——--�—� I_ / barn
— —
/
_ _ /_ / /552
560' 40' fr�t setback (R-2) 0
p�
\ \ Lod 3-81
PL�33B411 i r/ // �558 N
�
\ "Exp�dited
Sub ivision o� Lot 3"
\ 1 1
\ P.S. 2 2-95
/ /
\ \ 1 \ NyF Harlan F� id Hilt. rn �- bo
\Hilton 1 I / /
1556
\ \ \ Vickie C. Goo
—
\ D.B. 5\0-481; �965-955\
I / o F i / i� / / / / —544"
— 0HL­� 0H�U CHU 0� \ \ \ \
OH \ / /
/
OH 0HU OH 0)H OHL—/
— OH OHU OH
\\
'n �� 1 \ \ \ \ \ - -_ \ \ \ I I h` / / i'�
°
\ PIN: I
- -544'- — —
o ` � Septic E�sement ) -- -
9766-00-45-5330
PID: 64539
I I I \ \
P.S. po022-95 -----_\-`�'-� \ I / /
Harlan Reid Hilton
per ��—
� I
\
\ Vicki Council
h�
Hilton
-
D.B. 1965-955
P.S. 2017-328
54 i
i
O I
/
— Q I
N -
/ CALC PT in L / — — Proposed
/ — — — — / well site 1 \ I I
stream --J
M I
— i 1
CD
up
50' riparian buffer I x ��et I
I I
s
�_ _J
m bank/ —_—_ /I^55 /_ L — — y • Lot 3—A I o I
I I
e -------------Y
------� --- _ — — — —
str 4i 101,688 S.F.
(2.334 ac.) -6 fId lo\ __—\B, iP �I 4
�/t/s6o, Total lot incl.
�__ \ � N Q S / area � o•
\ arker� —\ _ \ \ — —56 m F
»h,egin \ _ �\ 2 \\ �\ ��---� — — ��� stream and R/W a°s
I
/
\50' buffer"\ \ \ f �S6 N 0-
0 I
_ 4' I \
50' riparian b ffaL '35,3'
/
— — — — — — S \F ���. 1 \ i
Q I�� \ \ \ II, material I I
y\
I
/
O \ 1 ` staging �,'
F area �5��
/
Erosion Control Site Plan
Proposed
L4 \ \ septic \ \ p I I`_ t �' I I
/
/
\ 50, rip
W \ \ area \ \ I conc 1 � I �
/
Sheet 2 4
All spols� from trench N
\^ \ \ will be plaspd on , washout i 5
' \ \ upslope of treiaph Y \ \ \ I Pit /
/
of
\ m \ I "a<� ,,
\ \ \ \ \ J�4• \ \ rid utilities sholl'-be \
\ \ si��ilized immediately fur \ \ \ 1
I
❑ ,
// �/ /
PROPERTY OF
p N ,'� ea
LEGEND \ \ folloLu'ng installation p5F �\ S
EIP Q EXISTING IRON PIPE•\� _\\ \ I •� I'Q<°��'�'5 6, / 3 / 1/ //
\ \ ""�I
/ // /�
Michael R. Hilton
EIR Q EXISTING IRON ROD S• N
CALc Q CALCULATED POINT \ ` N is .-�-- �S� I 1'�� S / / /� /
AG ABOVE GRADE \ \ \ �� S / ro sed
construction: \
/
/
Samantha R . Hilton
.: exist'ng "r"" wel site 2
BG BELOW GRADE Y
drive e tran.ee:: .:.... S I J
\ � � �
osed ravel drive
roP ..
FL' PROPERTY LINE \ p route — — — _ _ \ g I I
CENTERLINE N utJ,,, — \ — • . SS
CL �o _ _ ` \ \ _ SS SS b SS- — -ss 5S z5\rear s�tbadk I I I
_ \ (RV2) per\ zo
I Area of Disturbance:
I 59, 141 Sq. Feet
/ /
LOT 3-A Expedited Subdivision of Lot 3
p
_ _ _ _ -
TVP TYPICAL Elmore Rd. \_ _ - - -` \ \ \ \ \ - b - -I
-
SUNOCR UNLESS NOTED OTHERWISE SR 153s
SCR
PARCEL ID: 2227
SCREEN PORCH - - - �, - \ • '\ C e '��� �s �, ur'- o, I 4
/ J / /
PIN: 9766-03-34-4202
\ SF
P PORCH o \ \ \ Ps
` �. • • -'-`-ems \ \ ss s��• °�; �• � 1 I
//
/ / /
DEED REFERENCE: 2295-447
PROP PROPOSED -.--- s I
GONG CONCRETE Sandy Ridge r .J _�- _ >o� 66. A. 22805' \ 1
— —
/ /
PLAT REFERENCE: 2022-95
— — — _ _
— _S_2 \
CONSTR CONSTRUCTION r s>4 I \ 5/a„ EIR S \ \ N� 89-34'43" W
up O UTILITY POLO \ \
a° SITE \ \ \flush s�� \ \ \ \ \ 1 I I 2.5
EIAG
zo ZONING ORDINANCE \ 1 I
SB \
SETBACK\
BALDWIN TOWNSHIP
O PROPOSED WELL NorbdoRd.
\ \ \ \ PIN: 9766-00-33-6265\ \ \ \ \ 1 1 I I I I I
SF SILT FENCE (EXISTING) \
\
11
/ /
CHATHAM COUNTY
SR is36 0 v _ PID: 90697 \ \� V
sFo � SILT FENCE OUTLET (EXISTING) � \ I I
/
NORTH CAROLINA
P-SF SILT FENCE (PROPOSED) \
PSFO SILT FENCE OUTLET (PROPOSED) oN William Bryant Hackney \
I /
/
—E— PROPOSED ELECTRIC e Rd. \ D.B. 1788-995 I / \
c15Pz \
/
EC Site Plan: Oct. 31, 2022
SCALE: 1' = 40'
_S� PROPOSED SEPTIC SERVICE LINE o os \ \ I I
M
Survey Date: Sept. 9, 2022
w PROPOSED WATER LINE sR
LIMITS OF DISTURBANCE
0 20 40 80 120 160
CONSTRUCTION ENTRANCE VICINITY MAP I /
Scale: 1 " = 2000'
mailing address: P.O. BOX 188, CARRBORO, NC 27510
doffice address: 1777 M BLVD. SUITE 104
FREEHOLD LAND SURVEYS, INC. C-165 CHAPELL HILL, NC 27514 STEPHEN M. HALLSTROM PROFESSIONAL LAND SURVEYOR L-5083 J25660
phone: [phone]
website: www.freeholdiandsurveys.com

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 NCGO1 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 this
Site Area Description
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
(HOW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
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 HOW
Zones
10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, 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 or
other mulches and tackifiers
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 covered
• Plastic sheeting
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 (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NCDWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
S. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT 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).
S. 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.
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.
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 during times of high winds.
7. Empty waste containers as needed to prevent overflow. Cleanup 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.
S. 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.
NORTH CAROLINA
rib/ Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
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 P 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 ofthe next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
Iduring normal
Inspection records must Include:
business hours)
(1)Rain gauge
Daily
Daily raintallam unts.
.curtained in
If He daily rain gauge observations are made during weekend or
gooc working
holiday periods, and no individual -day rainfall information is
order
variable, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed(. Days on which no rainfall occurred shall be recorded as
.' The permittee may use another rain -monitoring devise
approved by the Division.
(2) E&SC
At least once per
1. Identificatbn of the measures inspected,
Measures
7calendar days
2. Date and time of the inspection,
and within 24
3. Name ofthe person performingthe inspection,
hours of a rain
4. Indication of whetherthe measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description evidence, and date of corrective actions taken.
(3) S-ormwater
At least once per
1. Identification of the discharge curtails inspected,
discharge
7calendar days
2. Date and time of the inspection,
o utfalls (SDOs)
and within 24
3. Name ofthe person performingthe inspection,
hours ofa rain
4. Evidence of indicators of star mwater pollution such as oil
event >1.0mchin
sheen,flaatingar suspended solids or dismlaration,
24 hours
S. Indication of visible sediment leaving the site,
6. Description evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
to
7calendar day,
nftm followinechall he made'
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours ofa rain
the site limits,
event 1.0 inch in
2. Description evidence, and date of corrective actions taken, and
24 hours
3. An explanation as tothe actionstaken to control future
relea
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands oL,ite
7 calendar days
stream has visible increased turbidity from the construction
r otfsite
and within 24
activity, then a record ofthe following shall be made:
(where
hours ofa rain
1. Description evidence and date of corrective actions taken, and
.re-,ible)
event >1.Oinchin
2. Records a fthe required repartsta the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground After each phase 1. The phase of grading (installation of perimeter E&SC
stabilization ofgrading measures, de-mgand grubbing,installation a f,tarm
easures drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
es have been provided within the required
timeframe or an assurance that they will be provided as
soon as passible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
ry,'�NORTH CAROLINA
Environmental Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
1. E&SC Plan Documentation
The approved E&SC Ian as well as an approved deviation shall be kept on the site. The
PP P Y PP P
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 documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
ofthe approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation ofthe E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase ofgrading has been completed.
Initial and date a copy ofthe approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion ofthe
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifcations.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion ofthe
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency 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 notpractical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. 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.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
° P ° eoT
00 �
° °1
77
0
B
Cam.. uG,,s. ,..�.x➢� � rR,a ••...R �.. H�„a a,•..R,.
BZR am
Am mum.
HEL➢V nRA➢�mASHOIT STRtILTIIRE ARWF MA1Iri(
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.
S. 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.
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.
EFFECTIVE: 04/01/19
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
P 8
(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).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
ofthe 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.
(b) Anticipated bypasses and unanticipated bypasses.
(c) 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 Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
. Within 24 hours, an oral or electronic notification.
deposition in a
. Within 7calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
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 causes, the permittee may be required to perform additional
monitoring,inspections or more stringent practices if staff
P PPY g
determine that additional requirements are needed to assure compliance
4 P
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date time nature volume and
hazardous
location 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)(3J]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral ar electronic notification.
bypasses [40 CFR
• Within 7calendar days, a report that includes an evaluation ofthe
122.41(m)(3)]
quality and effectofthe bypass.
(e) Noncompliance
. Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 12241(I)(7)]
prevent 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.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19 1
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE
NOTE:
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH EY 12 INCHES
STEEL FENCE POST
WIRE FENCE -
HARDWARE CLOTH -
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE--_
FLOW DIRECTION
SIDE VIEW
CHATHAM COUNTY
NORTH CAROLINA
MINIMUM 10 GAUGE
LINE WIRES
MAINTENANCE NOTES:
1. REMOVE SEDIMENT WHEN HALF HEIGHT
OF SILT FENCE.
2 REPAIR OR REPLACE FENCE
WMIEDIATELY WHEN TEARS, HOLES,
SAGGING, COLLAPSE, OR OTHER
DEFICIENCES FOUND.
3. THE DESIGN LIFE OF A SYNTHETIC SILT
FENCE IS APPROXIMATELY 6 MONTHS.
DETERIORATED SILT FENCE MUST BE
REPLACED.
0
o :E
0
SILT FENCE FABRIC HARDWARE CLOTH STEEL FENCE POST
ON WIRE FENCE ON WIRE FENCE
PLAN VIEW NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE IS A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
STEEL FENCE POST SET
AND SILTTREFENCE
E FABRIC
FRONT VIEW D SILT CE FABRIC 6 INCHES INTO
TH
DETAIL NUMBER
STANDARD SILT FENCE OUTLET 2018-014
SHEET 1 of 1
8'-0" MAXIMUM
VARIABLE AS DIRECTED BY THE ENGINEER
GENERAL NOTES:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE PER 100 LINEAR FT. OF FENCE AND NEVER IN AREAS OF
CONCENTRATED FLOW SUCH AS STREAMS, DITCHES, OR WATERWAYS.
2. NEVER INSTALL SILT FENCE IN WETLANDS UNLESS APPROVAL HAS
BEEN RECEIVED TO DO SO FROM APPROPRIATE AGENCIES.
3. OVERLAP 12 INCHES WHEN SPLICING FABRIC.
4. CURL EACH END OF FENCE UPHILL IN A "J" PATTERN TO PREVENT END
FLOW.
5. ANCHORING OF TOE OF FENCE SHOULD BE REINFORCED WITH 12
INCHES OF NCDOT #5 OR #57 WASH STONE WHEN FLOW WILL RUN
PARALLEL TO TOE OF FENCE.
6. FOR REPAIR OF SILT FENCE FAILURES, USE SILT FENCE OUTLET DETAIL
2018-014.
7. HAY BALES ARE NOT A SUBSTITUTE FOR SILT FENCE.
CHoARTHAM COUNTY
NTH ROLINA
SIDE VIEW
FRONT VIEWVlllllll
STEEL POST
WOVEN WIRE FABRIC
-STEEL
FENCE FABRIC
0
I
i�
N
POST
MINIMUM 121/2 GAUGE
INTERMEDIATE WIRES
COMPACTED FILL
6" MINIMUM COVER OVER SKIRT
o
J� ANCHOR SKIRT AS DIRECTED BY ENGINEER
N
STANDARD SILT FENCE
DETAIL NUMBER
2018-013
SHEET 1 of 1
Erosion Control Site Plan
Sheet 3 of 4: Standard Details Part 2
Michael R. Hilton
Samantha R. Hilton
LOT 3-A, Expedited Subdivision of Lot 3
PARCEL ID: 2227
PIN: 9766-03-34-4202
DEED REFERENCE: 2295-447
PLAT REFERENCE: 2022-95
BALDWIN TOWNSHIP
CHATHAM COUNTY
NORTH CAROLINA
EC Site Plan: Oct. 31, 2022
Survey Date: Sept. 9, 2022
mailing address: P.O. BOX 188, CARRBORO, NC 27510
doffice address: 1777 M BLVD.SUITE 104
FREEHOLD LAND SURVEYS, INC. C-165
CHAPELL HILL, 27NC 27514 STEPHEN M. HALLSTROM PROFESSIONAL LAND SURVEYOR L-5083 J25660
phone: [phone]
website: www.freeholdiandsurveys.com

EXISTING
ROADWAY
CHATHAMCOUNTY
unrcaw rvr
CHAnTHAM COUNTY
.,T-RN.eRarLTU aa1,arMv1T
LATH AND
FLAGGING ON
3 Sir
50' MIN
ACV❑ $I,1F42irirmF7i TO KDW
SEDIMENT ON SITE
�N-Ff
7 • S" $TONE TO HE 1j5;EU
12
�c (SURGIE STONE OR 0
RAILROAD BALAST)o 0
0
0 0 ell
a�da�Cpo $C �O � �ovc3
PLAN
$ILT FENCIFF 011I NOTE 2)
MAINTENANCE NOTES:
1. THIS DETAIL APPLIES ONLY TO ENTRANCES OF
INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS.
2. SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
3. CONSTRUCTION ENTRANCE SHALL BE
MAINTAINED ROUTINELY TO AVOID SEDIMENT
LEAVING PROJECT.
4. SEDIMENT ENTERING PAVED ROADWAYS FROM
PROJECT SHALL BE REMOVED IMMEDIATELY.
SS' MIN. 15' MIN_ NEIY CONSTRSJCTIOti �
EIp511NC ROADWAY
'' „'t-r { .{`6W
�:*'" 12' FAIN.
6" MIN, : it
INV.
217A,
��'y {ADRIC UNDER, 1'STONE
01 vs)..�1."1
DETAI.NUMBER
RESIDENTIAL CONSTRUCTION ENTRANCE I 2018-003A
SHEET l of l
Species
Rate (Ib/acre)
Dates
Rye (grain}
Annual lespedeza (Kobe)
120
50
January 1 - May 1
German millet
40
May 1 - August 15
Rye (grain)
120
August 15 - December 31
Soil Amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch
anchoring tool. A dist 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.
DETAIL NUMBER
TEMPORARY SEEDING/MULCHING SPECIFICATIONS 2018
-020
SIt; :Iti 1'1 of
SANDBAG
10 mil PLASTIC LINING
SECTION A -A
3' NOT TO SCALE
BERM
to"TIorvAL �AlrvTeaw " LE as
rvoT To score
to Pea eALE1�
SANDBAG
]IrVN
I
n GONSIH WAGIL HGGT
SE 1A LOT)
(d
PLAN .e m,l TL>sTl� awrv� a eue
T oeTAIL
NOT TO SCALE rvoTProAsrniF Tw.w
TYPE "ABOVE GRADE" WITH STRAW BALES
=RM
:n- PLASTIDUNIN
10 mil PLASTIC LINING J TYPE "BELOW GRADE"
ENTIRE PERIMETER Os NOT TOLE
INSTALLATION & WITH TWO STArcES
CLEANOUT NOTES: NOTES
1) INSTALL 50' FROM 10 MINIMUM
STORM DRAIN INLETS &
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
-
SURFACE WATERS UNLESS
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
Woan ENAME
NO ALTERNATIVE
REASONABLY AVAILABLE.
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT.
B
B
4 CLEANOUT WASHOUT
3. MATFRIAT S USED TO CONSTRUCT TEMPORARY
WHEN 75% WET CAPACITY.
3) ALL DAMAGE TO
CONCRETE WASHOUT SHALL BE REMOVED FROM THE
VARIES
TA
WASHOUT MUST BE MADE
SITE. AND DISPOSED OF OR RECYCLED.
=YPiE
REPAIRED IMMEDIATELY.
4. HOLES, DEPRESSIONS OR OTHER GROUND
DISTURBANCE CAUSED BY THE REMOVAL OF THE
�TPLIASNIALE
TEMPORARY CONCRETE WASHOUT SHALL BE
BACKEE TAD, REPAIRS AND STABILIZED TO PREVENT
,e mH PLASTIC uNING
TYPE "ABOVE GROUND"
CHATHAM COUNTY
n�
EROSION.
WITH WOOD PLANKS
DETAILNUMBER
STANDARD CONCRETE/PAINT WASHOUT
2018-022
SHEET 1 of 1
ALL DISTURBED AREAS
March 1 - August 31
September 10 - February 28
509
Tall Fescue
50111
Tall Fescue
10#
Centipede
10#
Centipede
25#
Bermudagrass (hulled)
35#
Bermudagrass (unhulled)
50o#
Fertilizer
Soo#
Fertilizer
4000# Limestone
4000#
Limestone
WASTE AND BORROW AREAS
March 1- August 31
September 10 - February 28
75# Tall Fescue
75# Tall Fescue
25# Bermudagrass (hulled)
25# Bermudagrass (unhulled)
500# Fertilizer
Soo# Fertilizer
4000# Limestone
14000# Limestone
Note: 50# of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon request.
On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5 lb/acre and add 20# of
Sericea Lespedeza from January 1 - December 31.
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the 1-2-2
ratio is maintained and the rate of application adjusted to provide the same amount of plant food as a
10-20-20 analysis and as directed.
MAINTENANCE NOTES:
f�Wt� 1) INSPECT PERMANENT STABILIZATION WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.
/ \ 2) REFFRTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE, REPAIRING
ERODED AREAS PRIOR TO RESTABILIZATION. MONITOR UNTIL 9WI STABILIZATION ACHIEVED.
CHATHAM COUNTY 3) SECTION 6.11 "PERMANENT SEEDING" OF NCDEQ DEMLR EROSION MANUAL MAYBE REFERENCED FOR PLANNING CONSIDERATIONS AND RECOMMENDATIONS.
N A DETAIL NUMBER
PERMANENT SEEDING/MULCHING SPECIFICATIONS zola on
warn-euraara oxia rarrawN SHEET 1 of 1
Region of Species or MOrture Adaptatlon Maintenance
Varieties Adaptation Annual Mowing Mowin
Shade Heat Cold Drought Wear Fedilirer Height g
Cool Season Grasses:
(IN N11000 a') (i..) Frequency
Kentucky blugreas blend'
Mountains
KenWcky bluegrass good fair good good good 2.51 2
mad.
Tall fescue blend
Adventure, Brooksion
Mountains
KenWcky bluegrass/ good good good good good 25a 3
high
Fill Fmelawn,
and Piedmont
Tall testae
Galway, Houndog,
Tell rescue good good good gootl good Z5-3.5 3
high
Jaguar, Olympic, Rebel
Hybrid Bermutlagrass poor gootl poor exwl. excel. 5-6 1
high
Tall fescue/Kentucky
Mountains
Centipedegrass fair goad poor good poor 0-5 1
Imv
bluegrass
and Piedmont
SLAugustineirree, good gootl poor goes! poor 2.5 2-3
mad,
Warm Season Creases:
Zoysiegraze fair gootl fair excel. good 1.5 1
high
Hybrid Bermudagrass
Vernal Ffway, Tifway
Piedmont and
Adopted from Cares- Linn NCAES BAetin no. AG-69.
II & Tdgreen
Coastal Plain
Soil preparation -Test soil to determine the exact regnirements for time and
Zo ysiagrass
Emerald, Meyer
Y
Piedmont and
fertilizer Soiltestsmaybe con due dbythe State-Atestinglaborarepamble
Coastal Plain
cial laboratory. Information on free soil testing is available from the
s
Centipedegra s
No improved varieties
Piedmont and
Agronomic Division of the North Carolina Department of Agricntture or the
Coastal Plain
without s Whe
A 'mal Extension Service. re sodding most be P]armed oil
�eult
tests the following soil amemdinents maybe sufficient:
St. Augustinegrass
Raleigh
Piedmont and
Coastal Plan
• Pulverized agricultural limestone at a rate oft torueace, (100 lb/L000
'A large number of varieties
exist -consult suppliers
and your local
R )
Agricultural Extension office for recommendations
• Fertilizer at a rate of 1.000 lb/acre (25 lb/1.000 flc) of 10-10-10 in fall or
5-10-10 is spring
*ADDITIONAL SODDING
INSTRUCTIONS CAN BE FOUND
IN SECTION 6.12 "SODDING" OF
THE NCDEQ DEMLR EROSION
AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
MAINTENANCE NOTES:
1) AFTER FIRST WEEK, WATER AS NECESSARY TO
MAINTAIN ADEQUATE MOISTURE IN THE ROOT
ZONE AND PREVENT DORMANCY OF SOD. WATER
MORE DURING SUMMER MONTHS.
2) DO NOT REMOVE MORE THAN 1/3 OF SHOOT IN
ANY MOWING. MAINTAIN GRASS HEIGHT BETWEEN
2-3 INCHES UNLESS OTHERWISE SPECIFIED.
3) AFTER FIRST GROWING SEASON, ESTABLISHED
SOD REQUIRES FERTILIZATION; MAY ALSO REQUIRE
LIME. FOLLOW SOIL TEST RECOMMENDATIONS.
. c _ Eq i,al-t nutrients may be appl' d 'th other fertilizer forurulahons These -
_ amendments should be spread Ny ever the ame. and incorporated into the "i Y - La tl In a sta ed
Larey I.,Mrfss the -�( yso gger
"'c`•� c ono ow. top 4 8 inches of soil by disk g. ha owing. or other effective menus if t - J - �Mlrnwt° agpied A
pso pp pet givenm p g g Yag%nst eat
[o lisa lied, follows specifications Pr'achce 604, To soilin harpened masonsirowel can
yam - beusetl to trawl nlhe ends
.. Poor to laying sod, clear the ,it surface of hash debris roots, branches ...� ovitr m p aces
stone , and clods larger draw 2 inches m diarri Fill or level low spots in
use pe s ors a oa army alma 0� order to avoid standing water. Rake or harrow the site to achieve a smooN"�--�
endsot1 'T`hM.oraveryaa-
Itta::cees«`stages a-h Uh mow' _ _ _ and level final grade. II Correct gullingurg-tentlsal-d RedyuWmatic
d" 9rouna. � ..-..._..
�� �Pegor jt sodcu�ling must bemeteM1etl correctly.
ML AN
-. a'aP a .• Complete soil preparation by Bollinfirm the or culhpacking to fithe soil. Avoid Incorrect
_ using heavy equipment on the area, particularly when the soil n wet, as this
may cause excessive compachon and make it difficult for the sod to take 1n'n
- ME I ne and mot �l'I IIJ
P
B,Ilsodim stlat Iyto W t t depth, f4M-h th d'ses-
�akLl achieve Lrmcontact se Soo 11 this sod is tamishad(z-Swks). Set
/ \ with the soli. laltl,andcontlnue them.-high(2-3').
CHATHAM COUNTY waladng as needed.
ry A A DETAIL NUMBER
'= SODDING INSTRUCTIONS 2019-001
w.,easa®raoTac-rim,®eaarswr SI 11 :I T 1' 1 of 1
Chatham County
Residential Construction Sequence
ISE A MINIMUM OF 2 ST
)N UPSLOPE SIDE
FLOW
PLAN VIEW
L ISOMETRIC
VIEW
A MINIMUM OF 4 STAKES TOP
IOWNSLOPE SIDE _ �\ OF 941vk
WATTLE DO(yA
DOWNSLOPE--t>
MATTING
NOTES:
1) USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE.
2) USE 24 INCH LONG WOODEN STAKES WITH A 2"x2" NOMINAL CROSS
SECTION.
4) INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR SLOPES, OR AS DIRECTED.
5) INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR
MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON DOWNSLOPE DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
AT BOTTOM.
GROUND 6) PROVIDE STAPLES MADE OF 0.125 INCH DIAMETER STEEL WIRE
11I _ ;f ,<5�, i. ; 1' FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH.
- III-�I `?';?> 7) INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH
= I= SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
8) AFTER INSTALLATION OF STAPLES, CHINK ANY GAPS BETWEEN
(ri,
MATTING = j WATTLE AND GROUND WITH MATTING.
V-DITCH SECTION VIEW
STAKES
WEAVE STAPLES THROUGH STAKES
MINIMUM 4 STAKES MESH CASING OF WATTLE DGE
MIN. 2 STAKES ON UPSLOPE ON DOWNSLOPE E ONTO
W NjA�-F" ND
GROUND WATTLE
- - - - - MATTING
1=III=III11 = ££(z ,< - =--11III=IIr O iI-IiI-Ii I IiI-IiI-I
MATTING
I � 7-4
PT.II l
_ - I � II=II-III=1il=nl_iI
ill 1STAPLES STAPLES
- IIIMATTING
STAPLE INSTALLMENT STAKE INSTALLMENT
TRAPEZOIDAL
D SECTIONS CROSS SECTION
SECTION VIEW
CHATHAM COUNTY MAINTENANCE NO.:REMOVESEDMIENT WHEN HALF HEIGHT OFWATTLE. REPAIRAND RESTORETO SPECIFICATIONS ABOVE IMMEDIATELY.
ry A DETAIL NUMBER
'----- 7= STANDARD WATTLE 2018-018
-Rairen-E-1-Mor-MENU SHEET 1 of 1
MAINMNANCE NOTES:
1. REMOVE SEDIMENT WHEN HALF
HEIGHT OF STONE AND CLEAR DEBRIS
-1L= TOP ELEVATION_
OF S_T_0_RMWA_T_E_R
0.5'-l' THAT COULD CLOG CHANNEL.
II III
J
III II=II-IT=Ii'
# 57 WASHED
2. ADD OR REFRESH STONE AS NEEDED
STDNE - 1 MAX.
TO MAINTAIN DESIGN HEIGHT AND
�1
-
_
VARIES
- CROSS SECTION.
EXISTING SLOPE
==i _III III III--ITIJIL--_
- 3. CORRECT DEFICIENCES IF EROSION
=_i,_-il- OCCURS AROUND EDGES OF DAM.
- - #t RIP -RAP 4. IF SIGNIFICANT EROSION OCCURS
VARIES BETWEEN DAMS, ADD ADDITIONAL
DAMS AND ENSURE CHANNEL IS
SIDE VIEW PROPERLY STABILIZED WITH
EXISTING
STABILIZATION LINER
SLOPE
EXISTING
SLOPE
IIII„
_ = VARIES
III III�IIIIIIIIII
--
IIII
-III
I
DESIGN OF SPILLWAYS
--
DRAINAGE AREA WEIR LEN GTHI
0.5'-1'
-: IIII
ACRES ET
KEYED RIP RAP
1 4.0
l - VARIES
/
2 6.0
3 8.0
-�
III �IIIII
5 12.0
1lfl_I�
-III-II=III-III- =III=II=
#57 WASHED STONE
'DIMENSIONS SHOWN ARE MINIMUM
FRONT VIEW
MATTING / L =THE DISTANCE SUCH THAT POINTS
STABILAZATION A AND B ARE OF EQUAL ELEVATION
on
li!lc�l' o I --'�na A B
II) II� II_ L�o _
-till _I(li_'hl_Ij(=h)=III
CHATHAnM COUNTY
DETAIN NUMBER
STANDARD ROCK CHECK DAM 2018-002
-ax-aoTer.-mina-e.arsmr SHEET 1 of 1
1. Submit a Land Disturbing Permit Application at least 30 days prior to any land disturbing activity occurring.
2. Organize pre -construction meeting with Chatham County Watershed Protection Department to review site plan prior to
land disturbing activities. Land -Disturbing Permit and Approved Plans will be provided at this meeting.
3. Install all temporary erosion control measures according to the information discussed during the pre -construction
meeting. Minimal clearing may occur in the immediate area of all measures to provide for installation.
4. Permitted land disturbing activities may begin once measures are installed.
5. Complete self -inspections weekly and within 24 hours or a 0.5" or greater rainfall event.
6. Maintain all erosion and sediment control measures in good working order. Silt fence, inlet protection and other
similar measures must be cleaned out when they are half full. Clogged silt fence outlets must be refreshed/replaced.
Silt fence cannot have holes or tears.
7. Ground cover shall be provided as follows:
a. For all areas of moderate and/or steep slopes, stabilize area with seed and matting if the slope has not
been disturbed for a period of (7) days.
b. Provide ground cover sufficient to restrain erosion on any portion of the site upon which further
land -disturbing activity is not being undertaken within (14) calendar days of temporarily or permanently
suspending land disturbing activity.
C. Establish permanent ground cover sufficient to restrain erosion immediately following completion of
construction or development and/or prior to final inspection.
8. Re -install adequate erosion and sediment control measures and/or increase maintenance frequency where approved
measures fail to prevent accelerated erosion, off -site sedimentation, or repetitive non-compliance issues.
9. Measures must be installed at the back of curb to restrict all vehicle access to the construction entrance. All
measures must be installed according to the approved plan unless approved in the field by Chatham County
Watershed Protection Department staff (approved Field Revision).
10. Modifications to the approved and permitted plans shall be approved, by Chatham County Watershed Protection
Department staff only, prior to removal or installation. Contact Chatham County Watershed Protection Department staff
to request an inspection and obtain a sign -off on the plans or an approved Field Revision.
11. Once grading and construction activities are complete, temporary measures are removed, and the site is stabilized
call Chatham County Watershed Protection Division staff to schedule the final inspection.
12. Once the final inspection is complete the permit will be closed and no additional ground disturbing activities can
occur.
Erosion Control Site Plan
Sheet 4 of 4: Standard Details Part 2
PROPERTY OF
Michael R. Hilton
Samantha R. Hilton
LOT 3-A, Expedited Subdivision of Lot 3
PARCEL ID: 2227
PIN: 9766-03-34-4202
DEED REFERENCE: 2295-447
PLAT REFERENCE: 2022-95
BALDWIN TOWNSHIP
CHATHAM COUNTY
NORTH CAROLINA
EC Site Plan: Oct. 31, 2022
Survey Date: Sept. 9, 2022
mailing address: P.O. BOX 188, CARRBORO, NC 27510
doffice address: 1777 M BLVD.SUITE 104
FREEHOLD LAND SURVEYS, INC. C-165
CHAPELL HILL, 27NC 27514 STEPHEN M. HALLSTROM PROFESSIONAL LAND SURVEYOR L-5083 J25660
phone: [phone]
website: www.freeholdiandsurveys.com