NCC214601_Site Plan or Location Map_20210816

/
20' 10' 0 20' 40'
SCALE: 1 " = 20'
W
7
-corner iron /
— 50.0' FLAGGED /
INCREMENTS /
seY
set/ �e�`�nO,Cy se tic limits) /
corner�4r6h- / / / 0 / N
/ -n
JENKINS, TIMOTHY J. & ETUX,—
YVETTE A. JENKINS
5.43 AC /
934 WOODED LAKE DR
PARCEL 0.. 0069669 /
PIN...-0-f1 4 00 24 9127
LANE JENNIFE TUX MICHAEL LANE
i 4.20 AC
' ,10'20 WOODED LAKE DR /
PARCEL ID.. 0069670
i' PIN... 0714 00 23 W23
1
LDITP — I its
TP
e\d' g r a i n g w i t h i rT
�o
o�
Ul
.aP /
ctiap�
Rp
site
PE�Rp IEWIERSSHOP
HO J-Ous CHA
_ , 304 _ - _5 Ft segmental / / ' v — / / / VICINITY MAP
/' /' /�°° / SHEET INDEX:
�— retaining wall — septic li Its�� � /
_ — — — - SITE PLAN C1.0
2 _ — — ►.DIT ' (no grad ithin D� ��' // EROSION CONTROL PLAN C1.1
30 � � � 2.,5 ht concrete T /
1.DITP LDI'fP ' sepjic limits) ,'��� � ei / etaining wall ,/� / // EROSION CONTROL PLAN C1.2
`d , �eOe EROSION CONTROL PLAN C1.3
1
/ ; p��G ��e �� / 6 EROSION CONTROL PLAN C1.4
/ — — _ — / � / / / � / / SITE DATA:
OWNER TURNER, ALISON
DESCRIPTION LOT 15
96— i' N �`O / / SIZE 2.51 AC
-- _
' / /' i' Q -" '� / / ADDRESS 394 CAROLINA CROSSINGS DR,
/ / I basketball / / ��O / / / / / APEX, NC 27523
PARCEL ID 0090783
court ` Outdoor / X / PIN 0714 00 24 6240
ZONING R1
I / _ _ _ _ entertainment pool / / / 0 / / PLAT REF BK2015 PGO178
I / z 294 \ ' 0 patio Q / / / / WATERSHED CAPE FEAR (JORDAN LAKEO
PROPOSED USE SINGLE FAMILY RES WELL/SEPTIC
tx4D
Q / /
— — — — — — — �
' b�' �ap/pr°oximate
292 I dscapin y 0wnelr
tr�ee line LEGEND
LD/SF —Silt Fence and limits of disturbance
LD —Limits of disturbance (LOD)
LD/TP Tree Protection Fence and LOD
Existing contour line
Proposed contour line
dy_ _ — _ / I I `r 360 CAROLINA CROSSXGS DR GENERAL NOTES:
PARCEL ID.. 009/0784 1. CONSTRUCTION AND PERMITTING SHALL IN ACCORDANCE WITH THE
PIN... 0714 00 23 5891 CHATHAM COUNTY DEVELOPMENT CODE.
�� / "R4 / Q) 2. ALL CONSTRUCTION AND PERMITTING SHALL BE IN CONFORMANCE
I I I I I / WITH NORTH CAROLINA STATE BUILDING CODE, 2018 EDITION AND
�+ \ �_,� / CHATHAM COUNTY DEVELOPMENT CODE.
I I 01W-3. CONTRACTOR SHALL BE RESPONSIBLE FOR ATTAINING ALL REQUIRED
� / PERMITS.
I I I I Jr— 286 4. CALL UTILITY LOCATOR SERVICE PRIOR TO ANY DISTURBANCE ON THIS
�0 SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMATION OF
lawn — —' 284 , �' / PUBLIC AND PRIVATE UTILITIES WITHIN THE AREA OF WORK.
5. DO NOT CHANGE THE DESIGN WITHOUT APPROVAL FROM THE THE
OWNER AND/OR PERMITTING AUTHORITY.
252 / / / / 6. ALL EXPOSED SOILS WITH IN LIMITS OF DISTURBANCE SHALL BE
STABILIZED PER SEDIMENT AND EROSION CONTROL REQUIREMENTS.
y�� 7. ALL WORK AND MATERIALS SHALL COMPLY WITH APPLICABLE STATE,
/ 30"c I I Vert W I t h headwall I I I / o osed \ ' _28 �514, / LOCAL, NATIONAL CODES (INCLUDING OSHA) AND COMPLIANT WITH
O� / / THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.
/ (Watershed 1,.9AC) I I I I \ \ LD well \ \ // 8. BOUNDARY AND TOPOGRAPHY INFORMATION IS TAKEN FROM THE
CHATHAM COUNTY GIS MAPPING WEBSITE AND IS NOT CONSIDERED A
CERTIFIED FIELD SURVEY. IF ANY DISCREPANCIES EXIST, FIELD VERIFY
co LOCATIONS OR FEATURES WITH A PROFESSIONAL SURVEYOR.
7 �\O — �Q / / / 9. WATER SUPPLY PROVIDED BY PRIVATE WELL.
_� LD/SF —�� �_ _ �5�47 \SCE / 10. WASTEWATER DISPOSAL BY ON -SITE SEPTIC. COORDINATE LOT
LD/SF
I \�Q / CLEARING AND GRADING WITH SEPTIC PERMIT. SEPTIC DRAINAGE
FIELD SHALL BE DISTURBED ONLY IN ACCORDANCE WITH APPROVED
/ / PERMIT.
b x I s t I n g ditch / 11. TEMPORARY SEED AND STABILIZE ALL DISTURBED AREAS ACCORDING
I 1 \ I / TO EROSION CONTROL STABILIZATION REQUIREMENTS.
12. FINISH GRADE THE SITE WITH TOPSOIL AT A MINIMUM DEPTH OF 4
, LD \ existing d ' / / INCHES.
CAROLINA CROSSI G DR ♦ g
_ � � ' 13. MAINTAIN POSITIVE DRAINAGE ACROSS ALL EXTERIOR SURFACES.
60.0' PUBLIC RaW ,►; — — — — — \ LQ / / 14. FINISH LANDSCAPING TO BE PROVIDED BY HOME OWNER.
15. ALL DISTURBED AREAS NOT OTHERWISE SPECIFIED SHALL BE
I \ \ I \ PERMANENTLY SEEDED AS LAWN AND ESTABLISHED PER SEDIMENT
15" � r i ve w a y C u I ve r t \ \ \ �, ��'I / /' AND EROSION CONTROL REQUIREMENTS.
(permonent)
\ \ \\ \\ \\ \\ \\ \ existing �� _ — _ / OW
\ \ \ culvert ► � � � ,
/) HOGANSON CYNTHIA BRYANY & SCOTT \ \\ \\ \\ \ I r
EUGENE HOGANSON TRUSTEES \ \ I CAROLINA �R,OSSINGS2.54
/ \ LOT #3 \ \ \\ \\ \\ \ I HOMEOWNERS ASSOCIATION INCOPE
389 CAROLINA CROSSINGS R 1 � \ \ I 2.08 SACCE
/ PAR(�EL ID.. 0090988 I \ \ \ \ \ I 360 CAROLINA CROSSINGS' rD
PIN...�14 00 14 9272 PARCEL ID.. 0091392\ PIN... 0714 00 24 2125
PLAT REFERENCE BK2015 PG0178
I
N
Z E
O
Lij
H =
E
Q Ua
O
O O �
yw
a�
Q V) O
LLJ Oo
Q 00
C� 4
Co
CL o�
o�
0
�,,.•���H •CARp��.,,.
No. C-551
• =
�'''•��ZABD 0ES��'�.�'��
o; rVInA AS!WAIEs
CAR"'
0
��i''
*& -04
:9?
• -
- yN, G„ S
PRELIMINARY REVIEW
NOT FOR CONSTRUCTION
Know what's below.
Cal before you dig.
REVISIONS:
COMMENT REVISION 7-26-21
COMMENT REVISION 08-04-21
.N
O00
UN
Z
o�
Q
N
J
oU
� �
o
w
U x
�0��
cn J
co Q
SCALE:
on drawing
DRAWN
BY:
JGB
PROJECT #
21011
DATE:
05-10-21
SHEET
OF C_ -,0

/
LANE JENNIFER &, TUX MICHAEL LAN /
//4.20 AC
20' 10' 0 20' 40i// �� 10
/ /'20 WOODED LAKE DR
SCALE: 1" = 20' PARCEL ID.. 0069670/ '
/ 4EI�INS, TIMOTHY J. & ETUX. - / PIN... 0714 00 23 W23
/ YVETTE A. JENKINS
5.43 AC
W 934 WOODED LAKE DR
PARCEL 0.. 0069669 /
/ PIN...,01'1 4 00 24 9127
LDITP Im its
66) ♦ /
grading wityii,� ♦♦ // '
1 _ n Sep
septic/Ii its) ♦♦ //
� /
' rer�irn--_-- /' 1 / I -'/// '''
oCP
/ / T
_.304--4 fit segmental /.
retaining wall 40//
- septic li Its I -\ / / r/
302 - - - LDIT / ' 1 (no gradir-rg ithin , - \ �/ ��
LDITp / / 1 sep ic limits) // 2.,5 ht concrete/ -n
►.DITP // 1 �� / l � � ♦ //retaining wall
/
i
I / -'n r
r
`o /
// // --- - --- / 1 /// I ♦�� / / cn
/ ---- 1 / ♦ \ / n '
-,asketball
/ courtout oor /
entert inment pool / / / / / 0
I / 294 pai�io / �/
tie
� w ---
I / o T- r-
I I / d 292 -
NI
I ° TAGGA�RT JAMES ETUX REGINA -TDD#2, 8'top width, 3' _- o�
I V / I
I I L TAG6ART / bottom width. / berm face slope 3: 1 max o //
1.9q AC III v /
/ �2go wattles as lawn / top of berm: flush with N➢� N� / Cn
I I LOTI 14 �_ cs Z On -Z lawn/ / 0 -n
I 4581 CAROLINAI CROSSINGS DO I / \ , r eq u d drvewayIPARCEL ID.. 0090782 ire
O rn 1 0 rn
I AN... 0714I 00 24 6546/ \C J / check / �n ; \ U) ; / / � /
dam �� - v / / / 6
Cn
berm width: 12' /
10,
top of berm: 2' minI
I /
I I inlet
I I ° � _ _ � II III• � �
protection I v //
I
TDD#1, 8' top width, 3' \ /2$$
4z:� _ - bottom width.
�
® - - temporary � /' 2 s4
I c� \ p
°-sed'iment trap
�I o 7.5x10x10x2depth > 12x12'x3' with _2g2
I I Class 1 Riprap Apron \ - _ 4 weir -
/ 30"c Ivert wilth headwall I I silt fence outlR-t--- t-yo- �s-° osed��sla
/ I ► I I I � � �o
watershed 1 9AC I 1 Inlet LD well
/ ( I� ) I I I � 1 / aR o �
pro�ectlon gtiq /
\C3SAo �q�Fq�s, 0) ° c�rr-c-r e-t e-
I I I LD/-� J w a s h o u t ��
SF LD/SF ° \se
I I I I -
lip_ i area / wattles \b\c� 2�6
I I I 1 watt es as _ _
bxisting ditch 1 r ui�red ° \\ °� asLD
J
required
CAROL%A CROSSING DR ♦ -existing d* '
- 1I CONST 1 1 60.0 PUBLIC R W
R�CTION � � 0` culvert
I (onl \ \ (temporary) , CO �RAINA
\ \ drive E NST
15" c�lriveway c�llvert on \ \ RUCTi�
S t r ENT N '4�o Sr
/ ► (permonent) \\ction) \ \\ \ I RANCE
\ \\ \ existing
culvert
R •0 W \\
\ I
1
I-_
TDD#1
>
o
TDD#2
>
d
'T
v
I
\ \
e
`•i'�
w
YY
CU
Y
UY
N
�
°
s
e
o
�
�,oa
v
�v
n,
_-�
U
Y
��
,
y
�,Y
Y
I CAROLINA OSSINGS \ /
N
Trapezoidal
O L
s
g
ai
.� v
v v
7
C
c
i�
v
U U
o o
a)
C f9
m o_
s M
a7 U
o a
M�
N N
a v
- Y
N U
a m
�-C
Trapezoidal
N
m
O
v
s-
x
M
a
o
p, '..-
o c� �°
a,
I=
.0
a s
M
C
c m
M o
o
U
o a)
v�
C 10
M a
�
10 U
a ar
f6 N
w m
f6
a, �i
\ /
HOMEOWNERS ASS G�ATION INC
�,
m
�a
,-
� 0 M
�0_
x�
��
>
>�
��
��
��
��
0n
rn
7F
�
0IOU M
�I
_�
7�
>
>0
00
00
u,v)
u,c,
I
Figure 8 05b
(ft)
(ft)
(ft)
(if)
00
(ft)
(ftjs)
(cfs)
(Iblft)
Figure 8.05b
(ft)
(ft)
(fit)
(fe)
(ft)
(ft)
(ftts)
(gfs)
(Ib/fe)
I OPEN SPACE \
AC
0
m
0
m
0
m
0
m
0
0
m
0
w
�
`
o
0
0
0
0
0
0
360 CAROLINA CROSSINGSb� - - - -/
`2.08
PARCEL ID.. 0091392
I \
©
n, In
PIN... 0714 00 24 2125 \
W C)
O
O
W b
z
a
0
I
\
3
3.0
0.76
7.58
4.04
7.83
0.52
0.065
2.56
� ne
10.3
1.43
3
3.0
0.76
7.58
4.04
7.83
0.52
0.065
2.09
�
8.4
0.95
/ corner iron/ /
50.0' FL/GGED /
I NC4EMENTS /
LEGEND
Filter Bern Inlet Protection
Check Dam
®
Silt Fence Outlet
Straw Wattles
Temporary Diversion Ditch (TDD)
4
Existing Ditch
LD/SF -Silt
Fence and limits of disturbance
LD -Limits
of disturbance (LOD)
LD/TP
Tree Protection Fence and LOD
Existing contour line
Proposed contour line
/
/ SITE DATA:
/
/ OWNER TURNER, ALISON
/ DESCRIPTION LOT 15
/ SIZE 2.51 AC
/ ADDRESS 394 CAROLINA CROSSINGS DR,
/ APEX, NC 27523
/ PARCELID 0090783
/ PIN 0714 00 24 6240
ZONING R1
WATERSHED CAPE FEAR (JORDAN LAKEO
PROPOSED USE SINGLE FAMILY RES WELL/SEPTIC
/ DISTURBANCE AREA 1.86 AC
/ GENERAL NOTES:
/ 1. CONSTRUCTION AND PERMITTING SHALL IN ACCORDANCE WITH THE
/ CHATHAM COUNTY DEVELOPMENT CODE.
2. ALL CONSTRUCTION AND PERMITTING SHALL BE IN CONFORMANCE WITH
NORTH CAROLINA STATE BUILDING CODE, 2018 EDITION AND CHATHAM
/ COUNTY DEVELOPMENT CODE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ATTAINING ALL REQUIRED
PERMITS.
/ 4. CALL UTILITY LOCATOR SERVICE PRIOR TO ANY DISTURBANCE ON THIS
/ SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMATION OF
/ PUBLIC AND PRIVATE UTILITIES WITHIN THEAREAOFWORK.
/ 5. DO NOT CHANGETHE DESIGN WITHOUTAPPROVAL FROM THE THE OWNER
/ AND/OR PERMITTING AUTHORITY.
6. ALL EXPOSED SOILS WITH IN LIMITS OF DISTURBANCE SHALL BE
- a p p r/ox i m a t e STABILIZED PER SEDIMENTAND EROSION CONTROL REQUIREMENTS.
/ 7. ALL WORKAND MATERIALS SHALL COMPLY WITH APPLICABLE STATE,
tr/ee line LOCAL, NATIONAL CODES (INCLUDING OSHA)AND COMPLIANT WITH THE
/ LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.
8. BOUNDARY AND TOPOGRAPHY INFORMATION IS TAKEN FROM THE
CHATHAM COUNTY G IS WEBSITE AND IS NOT CONSIDERED A CERTIFIED
FIELD SURVEY. IF ANY DISCREPANCIES EXIST, FIELD VERIFY LOCATIONS OR
/ FEATURES WITH A PROFESSIONAL SURVEYOR.
/ g. WATER SUPPLY BY PRIVATE WELL.
1o. WASTEWATER DISPOSAL BY ON -SITE SEPTIC. COORDINATE LOT CLEARING
/ AND GRADING WITH SEPTIC PERMIT. SEPTIC DRAINAGE FIELD SHALL BE
/ DISTURBED ONLY IN ACCORDANCE WITH APPROVED PERMIT.
/ 11. SEED AND STABILIZEALL DISTURBED AREAS ACCORDING TO
/ STABILIZATION TIMEFRAME.
,HUNTER BARBARA S ETUX 12. ALL INLETS DOWNSTREAM OF DISTURBANCES SHALL BE PROTECTED,
' FRANK W ROCKHOLD / STREETS SHALL BE SWEPT WEEKLY, AND MEASURE SHALL BE MAINTAINED
LOT 16 / AND/OR REPLACED ROUTINELY.
4.41 AC 13. DETAILS FOR SILT FENCE, SILT FENCE OUTLETS, CONSTRUCTION
360 CAROLINA CROSSXGS DR ENTRANCES, AND OTHER EROSION CONTROL MEASURES ARE ON THE
PARCEL ID.. 09'0784 FOLLOWING SHEETS OR CAN BE OBTAINED FROM THE WATERSHED
PIN... 0714 , 5891 PROTECTION DEPARTMENT WEBSITE.
/
GENERAL CONSTRUCTION SEQUENCE:
/
/ 1, SuLmit a Land Disturbing Permit Application at least 30 days priorto any land disturbing activity
/ occurring.
2. Organize onsite pre -construction meeting with Chatham County Watershed Protection
Department staff to review site plan prior to land disturbing activities. Land -Disturbing Permit and
Approved Plans will be provided at this meeting.
silt 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
fence / provide for installation..
o u ue t 4• Contact Chatham County Watershed Protection Department staff to schedule an inspection of a I
/ installed measures.
(t yp) 5. Permitted land disturbing activities may begin upon approval of the installed measures.
6. Complete self -inspections weekly and within 24 hours or a 1" or greater rainfall event. Email all
/ inspection reports to Chatham County Watershed Protection Department staff within 24 hours of
inspection.
7. Maintain all erosion and sediment control measures in goad working order. Silt fence, inlet
protection and other similar measures must be cleaned out before they are half full. Clogged silt
fence outlets must be refreshed/replaced. Silt fence cannot have holes or tears.
S. Ground cover shall be provided as follows:
a. Stabilize basins with ground cover immediately after installation. (if applicable)
b. Stabilize diversion ditches intended to be in service for 30 days or more with temporary
seeding and erosion control matting. (If applicable)
C. 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 seven (7) days.
/ d. Provide ground cover sufficient to restrain erosion on any portion of the site upon which
/ further land -disturbing activity is not being undertaken within fifteen (15) calendar days
,� W of temporarily or permanently suspending land disturbing activity.
e. Establish permanent ground cover sufficient to restrain erosion immediately following
comple-ion of construction or development and/or prior to final inspection.
9. 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.
(10. 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).
/ 11. 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.
12. Once grading and construction activities are complete, temporary measures are removed, and
/ the site is stabilized call Chatham County Watershed Protection Department staff to schedule the
final inspection.
/ 13. Oncethe final inspection is complete the permit will be closed and no additional ground disturbing
activities can occur.
r\
N
z E
O
LU
H =
E
O
O 0
yw
Q V) O
w00
Q>oooo
4
co
EL 01
o�
0
�,,.•%�H •CAR0,�.,,.
*2J+°y,r�' y
No. C-551
i'PIt AND DESX' 1: `
08A DIILA AgWAIES
o�•• ° �• y
iw 08-04-21 4;
1994
yN, G.
PRELIMINARY REVIEW
NOT FOR CONSTRUCTION
Know what's below.
Cal before you dig.
REVISIONS:
COMMENT REVISION 7-26-21
COMMENT REVISION 08-04-21
Z
Q
IL
O
>
IY
o
Zo'
O
N
U
o 0,
UN
Z
O �
� N
O
oU
V)
O
O
UX
DEN
LLLJ J
Q
SCALE:
on drawing
DRAWN
BY:
JGB
PROJECT #
21011
DATE:
05-10-21
SHEET
C_
OF