NCC222886_Site Plan or Location Map_20220812

LESLEY W. ENSLEY
D.B. 649 PG. 175
..................................
�....... ♦� POINT 7 /
I ♦ + VELOCITY 1.62 FPS PJ
� ♦ ` ; By RV
GP�PB��
W CAMPBELL
I `\�... ♦Y RD RD
�.............
JOE L. FUNDERBURK = PEELER ST
................... ` \ . SITE P��S
\ D.B. 1072 PG. 245
• LV l !vim I VIIV I I
VELOCITY = 4.01' .FPS POINT 6
GREEN SC150 STRAW VELOCITY = 3.25 FP
MATTING, OR EQUAL. POINT 5
VELOCITY = 2.61 FPS / \� ***
L VICINITY MAP NOT TO SCALE ++
i
man
www• i
0
.:::::.::::.:.:.:........ ...
ROGER D..GARDNER /
85
86 D.B. 917 PG. 886:. /
LIMITS OF DISTURBED AREA I I \ 20 PRIVATE DR-AINAGE / EASEMENT
co
�r�RY 3 i I 1 I I 84 I 88 ♦�
sF� LOT 32... LOT 31 I LOT 30 I I I �, ♦ /
FPOINT 2
S R EX. FIRE / LOT 29 LOT 28 LOT 27 I LOT 26 I LOT 25 ` - /
\ l HYDRANT I I LOT 24
76 76 � I I I I I � "�: � VELOCITY - 3.60 FPS
O STALL CONCRETE WA I 7 I 80 781 / INSTALL NORTH AMERICAN
Cp / OUT PIT. SEE DETAIL. I I 83 /
LOT 23 GREEN SC150 STRAW
S INSTALL CONSTRUCTION I � � � : � \ I '
' E TRANCE I cA INSTALL STONE INLET I 86 / \ MATTING, OR EQUAL.
(�. I I �', SEDIMENT TRAP AT
ALL INLETS. I / STONEGLENN, INC.
s D.B. 818 PG. 320
I
- --- __
STONECLEN
Q CI 2 „ --- --- ------------ \
R /L�
-- l bI V L'
3 15 RCP
6
LOT 2
Cl
7 / 2
\.
CO
15 RCP
0
2 , U '
�" � �� � \ / gib.
7
C1D POINT 3 -/, /
/ 13 75 '\_: VELOCITY 4.29 FPS
Cl 9
11Q3 �l
LOT / I;OT 21
�• a I LOT 8
LOT 9 �1 I LOT 15
5 I
3 ^ I SWAL 8
/
O 50
INSTALL RIP RAP
I
I /
83
/
/ C�)o' I
� , �---------- W I LOT 16
r
I \,
— -- -
N
2 RCP........:: _ _------- �
,. I / t
it I ♦� LIMITS OF DISTURBED AREA
LOT 2 I / LOT 20
' J LOT 7 O LOT 90
N -� I` LOT �4 I / 86 ;� ♦ /
15 RC
w - 74 79 LOT 9
CI 10 .. � � 781
L 7 /
- `. �TALL P
�, �---------- - -- ---- ----- INS RIP R / AP, D 50-
I
TALL AP , I R
APRON, » d5o = 6 \
t = 12 , LA= 10. \ 1 STONEGLENN, INC.
- POINT 8 - LOT >9 \' I D.B. 686 PG. 986
LOT 6 I LOT �� LOT >3 ,/ / VELOCITY - 2.42 FPS '\ 'I
LOT 3 POINT
CI 11 / / LOT 98 _
\ -�" VELOCITI�` - 4.41 FPS.
75 CO
/-_ 770.0 772.00
CONSTRUCTION SEQUENCE
768.00
' D� /' 18;> HppE 8= This tract is being developed for single family residential lots. Approximately 10.5
i LIMITS OF DISTURBED AREA 766.00 / cl, _
64 1 LOT >2 4og �F Acres will be disturbed during construction. Construction will begin in September
� ���--� 2019 and will be completed by June 2020. The Construction Sequence shall be as
/ ' �,• -x . 3 Cl 12 I }�" � ±�-- = �- 20' PRIVATE DRAINAGE follows:
/ \ I � � � EASEMENT
1. Install construction entrance.
X—�+ 80 — �'-�- SEE PLANS PREPARED BY 2. Clear and grub the area where the sediment basin will be installed. Note
LOT 4 x / / NORTHEAST ENGINEERING that this area will be converted to a sand filter after street construction is
k
complete. Disturbance of the existing soil in the area of the proposed
sand filter must be kept to a minimum.
x x �T 3. Construct the retaining wall
i -
i = - 4. Install silt basin, skimmer, and diversion dikes.
X N�NG WALL . 5. Clear and grub the site.
x
X INSTALL DIVERSION DIKE, RETA-��� WILLIAM F. BRINKLEY 6. Grade the streets and install storm drainage. Install stone inlet
/ _
j
SEE DETAIL. sediment traps at all inlets. Additional erosion control measures
) T.M. 404 PAR. 68 may be needed as site conditions may warrant.
.; - P €4€ X ���- INSTALL RIP RA 7. After street grading is complete, stabilize all disturbed areas by
Al iNG WAIL_ - -- INSTALL POROUS BAFFLES, APRON, d50— 8 80
136 X. SEE DETAIL t = 16", LA= 20'.
18 INSTALL SKIMMER
X..-�WITH 2.5 ORIFICE,
/ ♦ X. - SEE DETAIL.
INSTALL SILT FENCE
�- �� .• ���0 INSTALL SILT FENCE RIP RAP OUTLET, o
J SEE DETAIL.
installing gravel cover or by seeding and mulching in accordance
with the seeding requirements.
8. Any fill slopes or ditches that fail to establish a vegetative
cover due to washing will require "jute matting" or another
equivalent material to aid in the establishment of a full cover.
9. All disturbed areas must have permanent ground cover within 15
working days or 90 calendar days (whichever period is shorter)
following completion of construction.
10.After all disturbed areas are stabilized, remove accumulated silt from
the sediment basin and convert to a sand filter in accordance with
O plans prepared by Northeast Engineering Co..
INSTALL DIVERSION DIKE, EMERGENCY
SPILLWAY INSTALL SEDIMENT BASIN, 239' L x 120' W x 3.0' D EXISTING TOPOGRAPHIC INFORMATION IS MAINTENANCE SCHEDULE
SEE DETAIL. ,, OR EQUIVALENT DIMENSIONS PROVIDING 28,599 SF OF
SURFACE AREA AND 69,516 CF OF STORAGE VOLUME. �������"���� TAKEN FROM THE ROWAN COUNTY GIS WEB
�� ���''' �aa�����ii��RO SITE AND IS APPROXIMATE. Erosion control measures shall be checked after periods of significant runoff.
JP AFTER ALL AREAS ARE STABILIZED, CONVERT THE ,o``` ��N CAR '' o```�N CARo��'''%,,
d O / '% Remove sediment from silt basins when sediment accumulates to one-half the
SEDIMENT BASIN INTO A PERMANENT SAND FILTER �' FESSj �y o S ti
FE S/ 9 desian death. ReDair anv damage caused by erosion.
BMP. SEE NORTHEAST ENGINEERING FOR BMP DESIGN. O
P �
WILLIAM F. BRINKLEY
P �
T.M. 404 PAR. 68
G'): S E A L w_ _ SEAL
=z F-° . LLJ
Z - 9572 = STONEGLEN SUBDIVISION
01
0.SULTING ��� �Y 0°`� EROSION CONTROL PLAN
L .
SCALE: 1 = 40 " DATE: 12/04/19
JOB NO. 070304 1 DRAWN BY: DLW I DESIGNED BY.• DLW
WAGONER CONSULTING
ENGINEERS
5501 WAGONER ROAD, GOLD HILL, NC 28071
704- 779- 4248
SHEET NO.
4 OF 12