NCC215729_Site Plan or Location Map_20211014

WIDTH VARIES
EXISTING GRADE
3:1 (SIDE) � 3:1 (SIDE)
H
3' BOTTOM
TEMPORARY SWALE CROSS SECTION
SWALE SECTION A
�O- - - - OB UOE� Y
�;O TAR PAM B
i
/ f /
1
06
1
i
\ I l \ N
�
\ \`
/
TEMPORARY SKIMMER BASIN \
I VOLUME READ. _ 4644 CF
J VOLUME PROVIDED = 4839 CF
SURFACE AREA READ. = 2161 SF
II I
SURFACE AREA PROVIDED = 2450 SF / \
DEPTH = 3' I 1
EX 24' CMP DA =2.58 AC SKIMMER SIZE - 2" I I
I SE "
INV NW INV _ 3.17 Q 10 = 6.65 CFS ORIFICE - 1.25
2,85
OVERFLOW WEIR
V
W= 0. 5'
INSTALL COIR JUTE BAFFLES EVERY
I / 25' TO DIVIDE AREA INTO 25% ZONES '
LOD- �-
�� LOD LOD uMl Ts of CONSTRUCTION
op � \ LOD LOD
I
EMPORARY TEMPORARY SWALE A 1
p I CHECK DAM O
JO / (TYP) I
X
i
TOP = 7 54 /
'NV - 6 17 1 TEMPORARY
1 i X�SILT FENCE CLASS B RIP RAP
4 O I (TYP) WITH FILTER FABRIC
1 r L=10'
I l F_
p _ W= 15'
1 CLASS B RIP RAP O I X D 1 8"
I OUTLET I CLASS BSTONE -
W1TH FILTER FABRIC WITH FILTER FABRIC Q10=2.94cfs
W= 5. �;
cB1 I � i � V10=1.66 fps
7 92 D= 18" I TEMPORARY SWALE A
fs
0 I !- ` _\.. _ VIO=3.38010=4.15cfps
-- INV OUT =21.0 / I
INLET PROTECTION
6V = 4.5 ) - €X 0„ MP) 1
SE INV = 5.98� - - - -
NWINV= 6.21-
L
O
8 8+00 �� ��
7+OOP
6+00
I I I 5+00
I /
� � cB2 I.� � CLASS B RIP RAP S
WITH FILTER FABRIC 25' PUBLI
L=S.
TILITy EA
W= 5
I I D= 18" o
Z ,
L (/)
EX I DC -_ I
NE INV
_ --
l
•� 25,-MCP �.
% SW INV - 5.921 I �'� _ �
` 6.47 I 0
- A I (A ) O
7.43
400
) n
4 37 C / �� I 10'x10' TEMPOR'/ RY BELOW GRADE
CONCRETE WASHOUT *AND *SIGN*
IV _ 1
3.78) 1 0 A X NOTE: CONCRETE WASHOUT TO.HwE /-
SAND LAYER ON TOP OF PLASTIC LINING TO
PREVENT CONCRETE ADHERING TO PLASTIC
TEMPORARY
� I
GO !(T
LT FENCE
X+, TEMP0R �. Y . YP) I
O BUFFEO - �� I I HECK DAM X. X X jX X. Q01
��9 ��� �� \' i I /(TYP) GO177
�1 / ale I -� GC . O
VV TEMPORARY
J 7 �) \ I I QO
CHECK DAM
I I I (TYP)
ECM
I \ \ I XG' TE
/ 1 I
I I I 1
j (DIST) EC�4
NO STATE HIGHWAY
COMMISSION
DS 291 EC 473
00 8291PC '918
0
Oo
Know what's Wow.
Call before you dig.
Lri7
rill
�
iN
Z
-I
01 1
NIP
NW INV 6, 88
6,94 it
N V 24 6, 80P - I
NIP -
SITE DATA:
TOTAL ACREAGE IN TRACT ............... ..... 48.48 AC
TOTAL DISTURBED ACREAGE ...................... 8.66 AC
EXISTING IMPERVIOUS ACREAGE ................ 6.39 AC
TOTAL PROPOSED IMPERVIOUS AREA ........... 8.91 AC
TOTAL % IMPERVIOUS FOR SITE ................. 18%
PHASE 1
ROADWAY = 34,626 SF
LOT 4 = 34,813 SF
O�
• ,III IIf � �. •
dl I li'I / EIP
+
INSTALL TEMPORARY 11 FAIRCLOTH SKIMMER 11�I 1/ �,I,I �V d'
( APPROVED EQUAL) I I �
CLASS B RIP RAP Q � CO
LOD �I' ��WITH FILTER FAB��u 00 �z/
L I L= 30' a oa a z o
15
_ D= 18" 00 j) l Il o
Q10=6.65 cfs U _-:j5fo -- -<I +
I fps 1.90 = V10I
�
i
CO'R BAFFLES V y
0; Sip
0
N
I LI
FES 3 I� / ! NSA
\
I
-CB5
INLET PROTECTION
(TYP)
_�,-CB4
�
3+00
INLET PROTECTI01q`"-
CB3 TEMPORARY
STOCK
PILE
12' MAX HEIGHT WITH
2:1 SIDE SLOPES
EX NW INV OF 12" CMP - 5.61
DRAWING IS THE PROPERTY OF INNER RANKS ENGINEERING. P.A. ANY USE. REUSE. REPRODUCTION. DISPLAY OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF INNER RANKS ENGINEERING. P.A. IS STRICTLY PROHIBITED
NC STATE HIGHWAY
COMMISSION
DID 291 PC 473
Dg 829 PE 818
EX 12" DIP
SE INV - 6.57
NW INV = 6,37
X
I _
EIP
I I ! I pp
/ I /
I pp
EN
K E V/ EI
0 CARROEE
Dg 1665 PG
953
R1 5 jx��
EIP
(DIST.)
EIP
CB6
CB77
INLET
EX FENCEI
CB8
EX JB2
EX C6 HOOdNV:6,49
INV = 6,49 9.36
sj 21,p
&J �F, - N v O s 6O - 9.27
E
JA SON
AND DIANE KEL MASOE
Dg 1014 MASON
DO 313
Dg 1062
0PG 310
&
INLET
PROTECTION
(TYP)
EX JB1
NV: 6,63
NVOgdOD = 9
X INLET
PROTECTION
(TYP)
I
CHISLED "A" IN
THE CENTER OF
THE BRIDGE OF
US HIGHWAY
264 OVER
•CHERRY RUN
� p \p
�20'x50' TEMPORARY CLASS "q"
STONE CONSTRUCTION
ENTRANCE/EXIT
O
+
x 18" RCP
EX JB E CB HOOD
INV TOP - 9,08 N INV = 3.18 9.30
5,03 S NV = 3,84
EROSION CONTROL NOTES
NOTE:
CONTACT LAND QUALITY SECTION AT 252-329-4467 BEFORE ANY WORK BEGINS ON THE PROJECT IN THE
CONSTRUCTION SEQUENCE.
TOTAL DISTURBED AREA 8.66 AC
SELF INSPECTION IS REQUIRED AS LISTED - INSPECTION FORM
CAN BE OBTAINED AT FOLLOWING WEBSITE:
HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/
EROSION-SEDIMENT-CONTROL/FORMS
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGEL THAT CAN BE RETAINED
BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT ,
SLOPES LEFT EXPOSED WILL WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVISES OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION. PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15
WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS WHICH EVER IS SHORTER FOLLOWING COMPLETION OF
CONSTRUCTION.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL, BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN
ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES 0.5 FEET DEEP.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED
ACCORDING TO THE SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE COVER.
4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON COMPLETION OF
CONSTRUCTION AND STABILIZATION OF GRADES.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS.
2. FLAG LIMITS OF ROUGH ESTABLISH GRADE LIMITS AS NEEDED.
3. HOLD PRECONSTRUCTION MEETING WITH GRADING CONTRACTOR, EROSION CONTROL
ADMINISTRATOR, PROJECT ENGINEER AND OWNER.
4. INSTALL CONSTRUCTION ENTRANCE AND PERIMETER SEDIMENT FENCE WHERE POSSIBLE AS THE
FIRST CONSTRUCTION ACTIVITY PRIOR TO ANY SITE DEMOLITION OR GRADING.
5. COMPLETE DEMOLITION, FILL EXISTING DITCHES AS NOTED ON APPROVED CONSTRUCTION PLAN.
6. BEGIN SANITARY SEWER INSTALLATION.
7. INSTALL STORM DRAINAGE AND INLET PROTECTION AROUND CATCH BASINS AND DROP INLETS
AND INSTALL RIP RAP PROTECTION AND ENERGY DISSIPATERS.
8. INSTALL DRAINAGE, SWALES AND TEMPORARY EROSION CONTROL MEASURES
AROUND FACILITIES AS REQUIRED TO CONTROL WATER RUN OFF THROUGHOUT THE SITE.
9. BEGIN AND COMPLETE ROUGH GRADING OPERATIONS, DISTRIBUTING SPOIL MATERIAL ON -SITE.
SPOIL MATERIAL SHALL NOT BE PLACED IN PROPOSED SEPTIC DRAINAGE FIELD AREAS.
10. BEGIN AND COMPLETE WATER LINE INSTALLATION.
11. COMPLETE ROAD CONSTRUCTION.
12. COMPLETE FINAL GRADING FOR RIGHT OF WAY AND LOTS. WITHIN 6" OF FINAL GRADE,
REDISTRIBUTE 6" OF TOPSOIL AND INSTALL EROSION CONTROL MEASURES PER APPROVED PLAN.
13. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 14
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING FOR SLOPES 3:1 OR
FLATTER INCLUDING ALL OTHER SLOPES 4:1 OR FLATTER; PROVIDE A GROUND COVER
(TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING FOR SLOPES 3:1 OR STEEPER INCLUDING ALL
PERMANENT DIKES, SWALES, DITCHES AND SLOPES AND
DISTURBANCES WITHIN HIGH QUALITY WATER (HQW) ZONES.
14. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE REQUIRED BY THE
STATE, LOCAL MUNICIPALITY OR OWNER IF DEEMED NECESSARY.
15. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES, FINE GRADE DISTURBED AREAS,
AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
STORM STRUCTURES
Structure Name
Structure Details
RIM =8.68
CB
18" INV IN=4.30
18" INV OUT = 4.30
RIM =8.68
CB
18" INV IN=4.47
18" INV OUT = 4.47
RIM = 8.29
CB 3
15" INV OUT = 5.44
RIM = 8.29
CB
15" INV IN=5.36
15" INV OUT = 5.26
RIM = 8.44
CB
15" INV IN=5.14
18" INV OUT = 5.04
RIM = 8.97
CB
15" INV IN=6.77
15" INV OUT = 6.67
CB7
RIM =9.19
15" INV OUT = 6.90
CB 8
RIM = 9.0
15" INV OUT = 6.51
RIM = 9.30
EX JB 1
15" INV IN=6.63
RIM = 9.0
EX JB 2
15" INV IN =6.49
15" INV OUT =6.49
FES 1
INV = 4.17
FES 2
INV = 4.59
FES 3
INV =5.0
0
PHASE 1 AREA
TEMP. DIVERSION SWALE
TEMP. CHECK. DAM
156.92 X
SPOT ELEVATION
x
SILT FENCE
xo-goo
LIMITS OF DISTURBANCE
CONSTRUCTION ENTRANCE
TSW = TOP
OF SIDEWALK
TA = TOP
OF ASPHALT
TIC = TOP
OF CONCRETE
STORM PIPE TABLE
Pipe Name
Size
Type
Length
Slope
FES 2 - CB 2
18"
RCP
16'
0.7%
CB 2 - CB 1
18"
RCP
24'
0.7%
CB 1 - FES 1
18"
RCP
16'
0.8%
CB 3 - CB 4
15"
RCP
24'
0.32%
CB 4 - CB 5
15"
RCP
40'
0.32%
CB 5 - FES 3
18"
RCP
16'
0.25%
JB 1 - CB 6
15"
RCP
12'
0.32%
CB 6 - CB 7
15"
RCP
43'
EX. JB 2 - CB 8
15"
RCP
12'
SANITARY SEWER
Structure Name
Structure Details
EX RIM = 8.90
NEW RIM = 9.04
EX MH 1
(SE) EX INV IN = -4.53
(NW) EX INV IN = -4.60
NEW INV IN = -2.09
RIM = 8.58
MH 2
INV IN = 0.20
INV OUT = 0.00
MH 3
RIM = 9.38
INV OUT = 2.12
SEEDING PLAN
1. TEMPORARY SEEDING
PLANING DATES
GRASS TYPE
POUNDS/ACRE
DEC. 1 - APR. 15
RYE (GRAIN)
120
KOBE LESPEDEZA
50
APR. 15 - AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 1
RYE (GRAIN)
120
LIME
3,000
FERTILIZER
10-10-10
800
MULCH
STRAW
4,000
2. PERMANENT SEEDING
PLANING DATES
GRASS TYPE
POUNDS/ACRE
SEPT. 1 - OCT. 3
TALL FESCUE
200
KOBE LESPEDEZA
50
RYE (GRAIN)
25
LIME
4,000
FERTILIZER
10-10-10
1,000
MULCH
STRAW
4,000
TACK RATE = 11 GAL / 1000 SF
50' 25' 0' 50'
Graphic Scale: 1"= 50'-0"
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Drawn: MP/CT
Design: MP
Chkd: MP
App'd: MP
Date: 6/1/21
Scale: 1" = 50'
CT 0