20230341 Ver 2_More Info Received_20240212 (2)

VICINITY SKETCH
SITE
RAL
1 " = 3500' 1
1. BOUNDARY DATA TAKEN FROM MAP TITLED "BOUNDARY SURVEY
SHOWING SHELBERT P. CREECH, SR. ESTATE (OWNER) PREPARED FOR
BEAVER CREEK INVESTORS INC. ", AS PREPARED BY JOHN L. PIERCE (PLS
L-2596), DATED OCTOBER 20, 2020, AND RECORDED IN M.B. 79, PG. 38 IN
THE ONSLOW COUNTY REGISTRY. ADDITIONAL BOUNDARY DATA TAKEN
FROM MAP TITLED "SURVEY PLAT SHOWING INDIVIDUAL TRACT ON TAR
LANDING ROAD PREPARED FOR BEAVER CREEK INVESTORS INC.
(OWNER)", AS PREPARED BY JOHN L. PIERCE (PLS L-2596), DATED
JANUARY 31, 2019, AND RECORDED IN M.B. 75, PG. 208 IN THE ONSLOW
COUNTY REGISTRY.
2. THE BLUE -LINE STREAMS AND ASSOCIATED 50' VEGETATED SETBACKS AS
SHOWN HEREIN ARE AS DETERMINED BY ROBS MAIRS, NCDEQ, ON
AUGUST28, 2018.
3. THE 50' STORMWATER VEGETATED SETBACK EXTENDS FROM THE BANK
OF THE STREAM. THE NON WETLAND AREA OF THE SETBACK MAY BE
CLEARED OF GRADED, BUT MUST BE PLANTED WITH AND MAINTAINED IN,
GRASS OR OTHER VEGETATIVE OR PLANT MATERIAL. NO IMPERVIOUS
SURFACES AREALLOWED WITHIN THE SETBACK OTHER THAN THOSE
IMPACTS AS PROVIDED HEREIN.
4. THIS PROJECT IS IN THE WHITE OAK RIVER BASIN.
5. FLOOD LINES DRAWN FROM AN ELECTRONIC OVERLAY OF THE DIGITAL
FLOOD MAP FEMA CPN 3720 4257 K AND 3720 4267 K (ONSLOW COUNTY)
EFFECTIVE DATE JUNE 19, 2020. AS PROVIDED AND SHOWN, PORTIONS
OF THIS PROJECT SCALE WITHIN ZONE "X', ZONE 'AE", AND ZONE "VE" AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES THE
ABOVE MENTIONED FIRM.
6. SECTION 404 WETLANDS AS SHOWN IN THE DRAWINGS IS AS PER SITE
DELINATION BY HAYWOOD PITTMAN OF PITTMAN SOIL CONSULTING, ON
MARCH 23, 2023.
7. USACE ACTION ID SAW-2023-01165 (PRELIMINARY JD 12.1.2023).
8. PROPERTY ADDRESS IS: 126 GUS HORNE ROAD
HOLLY RIDGE, NC 28445.
9. DEED REFERENCE = DEED BOOK 5300, PAGE 572.
10. MAP REFERENCES = MB 79, PG 38 & MS 75, PG 208.
11. PIN = 425702979811.
12. PROPERTYZONING IS R-15.
13. THE ADJACENT PROPERTIES ARE GENERALLY LOW DENSITY DEVELOPING
RESIDENTIAL PROPERTY, UNDEVELOPED WOODLANDS, AND TURKEY
CREEK.
14. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NO
GRID FACTORS APPLIED.
15. ELEVATIONS ARE BASED ON NA VD 1988.
16. EXISTING CONTOUR INTERVALS SHOWN ARE ATONE FOOT.
17. THIS SUBDIVISION CONTAINS NO KNOWN PROPERTY OR BUILDINGS
WITHIN OR ADJACENT TO THE SUBDIVISION THAT IS LOCATED ON THE
NATIONAL REGISTER OF HISTORIC PLACES.
COPYRIGHT © 2024 BY THOMAS ENGINEERING P.A.
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
THE PROPERTY OF THOMAS ENGINEERING P.A.
NEITHER THIS DOCUMENT NOR ANY PART OF THIS
DOCUMENT MAYBE REUSED, REPRODUCED OR
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR BY ANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING P.A.
REVISED 02.06.24 - CORPS COMMENTS
CROSSING SITE 'A"
SEE SHEET 2 FOR
PLAN, PROFILE, & IMPACTS
Ex. Gus Horne Road (SR 1545)- r/(.
60' R/W (Public
l TBM
27
26 /
I
25
/ 24
1
TIDES END -PHASE 11
SECTION 1-TRACT DATA
ZONING & USE DATA
SITE BENCHMARK
- EI P W/ R/W POST #41
RIGHT OF GUS HORNE ENTRANCE
t NORTHING = 279,708.88 FT
EASTING = 2,458,738.08 FT
ELEVATION = 26.63'
rye 'AO DATUM NAVD 88
01�\1 T J L T TT T LiIJL1
Ex. Gus Horne Road 1 I
T T �60' R/W (Public) � - J -
. `� 02 03 04 05 06 07 08 o9 10 11 12 134 15� 16 l l
+ Off^ e O
b°ao CROSSING SITE "C"
20 A~a SEE SHEET 4 FOR w - a TRACT BOUNDARY
PLAN, PROFILE, & IMPACTS /I {
it
< LL .
, • .� �-� � oiN � F
Royal Shore Lane , 6. 5 w 28 i
Q-------
C 60' R/W
23 Q) w gym/ I
\� r
p CI ♦ Court
S. Pebble Branch` ` Q '' -
(20'EP 0J
PP
/Wublis
LL60'RI y
G c�Zo
IL
SON
22 60 /
I ZONE................................................................ R-15 I 21
DENSITY ALLOWED ....................................... 5UNITS/AC
I DENSITY PROPOSED .................................... 0.7 UNITS/AC 2o�
ULA TIONS
PROPOSED SITEAREA TAB !!! (\ c
TOTAL ACREAGE ............................................ 51.54 AC
OPEN SPA CES ANO COMMON AREA........... O.00AC
ACREAGE IN LOTS ......................................... 48.03AC 1•S -
IACREAGE IN RIGHT-OF-WAY .......................
ACREAGE OF WETLANDS .............................
NUMBER OF LOTS
3.51 AC I
3.89AC
34 LOTS
V
..........................................
AVERAGE LOT SIZE .......................................
SMALLEST LOT SOL....................................
LINEAR FEET OF STREETS ............................
61,533 SF
19,149 SF
2,573 LF
2n0� ,� O
[� 18 < 17
`� m
Q
"B"
o6
J CROSSING SITE
e
SEE SHEET 3 FOR
PLAN, PROFILE, & IMPACTS
o
GRAPHIC SCALE
DRAWINGS
=FINAL
ed forpermits only,
400
Know what's below.
200 0
400ased
for construction.
Call before you dig.
TYPICAL ELEMENT SYMBOLOGY LEGEND
Tract Boundary Lines
Proposed Pavement
SF
Temp. Silt Fence and LOD
Phase & Section Lines
7777
Proposed Ductile Iron Pipe
®
Temporary Coir Fiber Wattle
- - - -
Adjacent Lot & Subdivision Lines
- -
Proposed 6" Water Mains
®
Temporary Check Dam
- - - - - -
Setback Lines
..... -
Proposed 8" Water Mains
msra
Temporary Sediment Trap
- - -
Centerlines
411--
Proposed Water Service
•®sen
Temp. Sed. Basin w/ Skimmer
Lot Lines & Corner Nodes
H
Prop. Water Valve & Reducer
----
Drainage Easements
*--14-
Proposed End of Line Blowoff
0
Wetland Fill Impact Extents
404 Wetlands
Proposed Fire Hydrant Assembly
- - -
Setback Impact Extents
50'Vegetated Setbacks
Proposed f Ditches/Swales
- F -
Flood Lines (As Noted)
-
Top of Banks
- ##' -
Existing Topography Contours
Proposed Storm Pipe
##
Proposed Major Contours
Proposed Pipe End Protection
Proposed Minor Contours
roposed Headwalls/Endwalls
Section I Lots
Section 11 Lots
97
TIDES END - PHASE
11
SECTION 11- TRACT DATA
DRAWING INDEX
IZONING & USE DATA
I
SHEET
NAME
ZONE................................................................
R-15
DENSITYALLOWED.......................................
5UNITS/AC
01
COVER & VICINITY MAP
PROPOSED ....................................
1.2 UNITS/AC
02
CROSSING A - SITE, IMPACTS, & PROFILE
IDENSITY
PROPOSED SITE AREA TABULATIONS
I
03
CROSSING B - SITE, IMPACTS, & PROFILE
TOTAL ACREAGE ............................................
55.61 AC
OPEN SPACES AND COMMON AREA...........
1.72AC
04
CROSSING C - SITE, IMPACTS, & PROFILE
ACREAGE IN LOTS ..............................._........
47.11 AC
05
GRADING & EROSION CONTROL DETAILS
ACREAGE IN RIGHT-OF-WAY .......................
6.79AC
ACREAGE OF WETLANDSA..........................
4.35AC
06
SEDIMENT TRAP DETAILS
NUMBER OF LOTS ..........................................
69 LOTS
AVERAGELOTSIZE.......................................
SMALLEST LOT SIZE .............................._...-.
14LINEAR
29Li
07
SKIMMER BASIN DETAILS
FEET OF STREETS ............................
4,
08-10
PIPE AND ENDWALL INSTALLATION DETAILS
11-12
NCG01 DETAILS
1 itZt[II1Ilt! !� ft
SEAL y�
~ o C-438
ti
r, lr
ffr' ♦'7rttttA,
lfl`r jY �I Iti
9�81 n S*llt��ti
4`1ilitt fill,/
ARO'�•,
O .� ISIO�,f�,i
•O
'4 A�f
- i o 7 ; 3�
VICINITY & SITE INDEX
NATIONWIDE PERMIT #29
FOR
TIDES END PHASE II
SECTIONS I & It
i
STUMP SOUND TWSP ONSLOW COUNTY NORTH CAROLINA
PROPERTY OWNER & DEVELOPER
i v
"O� ♦.0 t `, �,
I
BEAVER CREEK INVESTORS, INC.
PO BOX 1685
JACKSONVILLE, NC 2854
SCALE: AS SHOWN
DATE: 09.05.2023
PROJECT #: 2023 011
SHEET: 01 of 12

GENERAL NOTES
1. BOUNDARY DATA TAKEN FROM MAP TITLED "BOUNDARY SURVEY
SHOWING SHELBERT P. CREECH, SR. ESTATE (OWNER) PREPARED FOR
BEAVER CREEK INVESTORS INC. ", AS PREPARED BY JOHN L. PIERCE (PLS
L-2596), DATED OCTOBER 20, 2020, AND RECORDED IN M.B. 79, PG. 38IN
THE ONSLOW COUNTY REGISTRY. ADDITIONAL BOUNDARY DATA TAKEN
FROM MAP TITLED "SURVEY PLAT SHOWING INDIVIDUAL TRACT ON TAR
LANDING ROAD PREPARED FOR BEAVER CREEK INVESTORS INC.
(OWNER)", AS PREPARED BY JOHN L. PIERCE (PLS L-2596), DATED
JANUARY 31, 2019, AND RECORDED IN M.B. 75, PG. 208 IN THE ONSLOW
COUNTY REGISTRY.
2. THE BLUE -LINE STREAMS AND ASSOCIATED 50' VEGETATED SETBACKS AS
SHOWN HEREIN ARE AS DETERMINED BY ROBB MAIRS, NCDEQ, ON
AUGUST28, 2018.
3. THE 50' STORMWATER VEGETATED SETBACK EXTENDS FROM THE BANK
OF THE STREAM. THE NON WETLAND AREA OF THE SETBACK MAY BE
CLEARED OF GRADED, BUT MUST BE PLANTED WITH AND MAINTAINED IN,
GRASS OR OTHER VEGETATIVE OR PLANT MATERIAL. NO IMPERVIOUS
SURFACES AREALLOWED WITHIN THE SETBACK OTHER THAN THOSE
IMPACTS AS PROVIDED HEREIN.
4. THIS PROJECT IS IN THE WHITE OAK RIVER BASIN.
5. FLOOD LINES DRAWN FROM AN ELECTRONIC OVERLAY OF THE DIGITAL
FLOOD MAP FEMA CPN 3720 4257 K AND 3720 4267 K (ONSLOW COUNTY)
EFFECTIVE DATE JUNE 19, 2020. AS PROVIDED AND SHOWN, PORTIONS
OF THIS PROJECT SCALE WITHIN ZONE "X', ZONE 'AE', AND ZONE "VE" AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES THE
ABOVE MENTIONED FIRM.
6. SECTION 404 WETLANDS AS SHOWN IN THE DRAWINGS IS AS PER SITE
DELINATION BY HAYWOOD PITTMAN OF PITTMAN SOIL CONSULTING, ON
MARCH 23, 2023.
7. USACE ACTION ID SAW-2023-01165 (PRELIMINARY JD 12.1.2023).
8. PROPERTY ADDRESS IS: 126 GUS HORNE ROAD
HOLLY RIDGE, NC 28445.
9. DEED REFERENCE = DEED BOOK 5300, PAGE 572.
10. MAP REFERENCES = MB 79, PG 38 & MB 75, PG 208.
11. PIN = 425702979811.
12. PROPERTYZONING IS R-15.
13. THE ADJACENT PROPERTIES ARE GENERALLY LOW DENSITY DEVELOPING
RESIDENTIAL PROPERTY, UNDEVELOPED WOODLANDS, AND TURKEY
CREEK.
14. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NO
GRID FACTORS APPLIED.
15. ELEVATIONS ARE BASED ON NA VD 1988.
16. EXISTING CONTOUR INTERVALS SHOWN ARE ATONE FOOT.
17. THIS SUBDIVISION CONTAINS NO KNOWN PROPERTY OR BUILDINGS
WITHIN OR ADJACENT TO THE SUBDIVISION THAT IS LOCATED ON THE
NATIONAL REGISTER OF HISTORIC PLACES.
WETLAND & STREAM IMPACT 5LIMMARY
` E
DESORPTION
A
FLL N0N-0PAR19N'
S97
-
S97
A
TOTALSITEA
897
-
S97
B
RP RAP sLOPES. RPARI4
34S
-
14S
B
RP RAP cHANNEL EMBED= RPAR9N'
46
0
B
FLL fRFARI4
5099
-
_..;gg
B
STROW NFA CTFOOTPRINT fINC. ABOVE'
791
S9
-9
B
TOTAL SrTE B PARAN
5493
EW
C
RP RAP SLOPES. RPARI4
23S
_'38
C
RPRAP ELEMBEDLED. RPAR9N'
15
-
']
C
F fRFARbq
2071
C
STREAA4d1i]3A CT FOOTPRINT fINC. ABOVE'
324
E
z24
c
TOTAL SrTE c ARw
232q
2z09
TOTAL NON-MPARIAN WETLAND NNPACI
897
297
TOTAL RfPA RfAN WETLAND WRACTS
7S17
7796
TOTAL STREAM WFACTS
1119
1 167
1 1119
50' VEGETATED SMACK IMPACT SUMMARY
SfIE
aES.CHP1KX
B
Waoded-M-k fo be in IM4& red 5241
C
Woodedselback m be [edge E 6237
TOTALS
14478
E
L DRAWINGSed forpermits only,sed for construction.
r
I
53
I \
N I 36870
0.85 ac/
Q II
129140 sf
G
/l/
2.96 ac
AQ 8
/
3 J
177
--
- - - - - - ------ ---rt----------1--------fK-
u-
SB#o9
--ji-------------
�����'
30018 sf
SB#08
i
0.69 ac
�/ s,
26'
An
i
/
26'
$ o
End Drive O
a
_Tides
- - - -+Y----�--
R/W _- Public (20' EP-EP) Q'
A
- - --Is-------- ---
h
rt --- Y---'----�-
-
�-
,
-I
W
2s 897 SF WETLAND IMPACTS
�31°p0
m
(TOTAL SITE A)
i 2a'
/
za'
24'
24'
W
sr#o7 1
LN
ST#06
25 zs'
/
y
//
/ r
/
161,
4
Q
�' '
I
50 GRAPHICS
ALE
eT j
164977 sf i
3.79 I
45197 sf
1.04 ac
(HOR)
J-----------
�I SF
------- --- -- -�� i - ---
SF aF� sF sF sF ,
ac _
-------------r-r-- -------�'t----�r�-
REFER TO SHEETS 8-10 FOR STORM
--
I
5F
__,
i
��
6F
TE_MPORARY
DRAIN INSTALLATION DETAILSice,
40 20
40
/
SILT FENCE
(11
17)
15.
Know what's below.
Call before you dig. 32.0'
00
'8.0'
V
Z
z 24.0'
C)
20.0'
UI
W
TIDES END DR
LOW PT STA= 4+62
LOW PT ELEV= 25.41'
PVI STA= 4+55
PVI ELEV= 25.37'
K= 45.00
L VC= 38.33'
Proposed 30" RCP to be laid
no embedment to act as
32.0'
28.0'
V
Z
24.0' z
Q
20.0'
W
W
16.0'
4+00 5+00 6+00
Install 8" Restrained Joint DI STATION
Water Drop Assembly w/ (4) 45' Bends
Centered on Storm Drain
PROPOSED STORM PIPE DATA
GRAPHIC SCALE (HOR) GRAPHIC SCALE (VER)
PIPE # Pl &MAT. INV. IN EL. INV. OUT EL. LENGTH SLOPE
P-1 30" RCP Class IV 21.50' 21.50' 48' 0.00%
40 20 0 40 10 5 0 10 P-4 72"RCP Class IV 3.25' 2.25' 72' 1.39%
(11" X 17") (11 " X 1 T) P-5 36" RCP Class IV 12.00' 11.50' 56' 0.89%
N �
ZOv
vo0 =N
3 U N �
Z z LL-
C 01 n
> , u N
Q � N
N v p M
v � N
ai
Ca C)
O
TYPICAL ELEMENT SYMBOLOGY LEGEND
SITE A - SITE PLAN & PROFILE
DRAWING INDEX
Tract Boundary Lines
Proposed Pavement
SF -
Temp. Silt Fence and LOD
iIIIIII I I llllll
♦♦%J l l l
III///
SHEET
NAME
Phase & Section Lines
Proposed Ductile Iron Pipe
®
Temporary Coir Fiber Wattle
Temporary Check Dam
♦♦ j/
tit I N /r
ff
♦
♦`
/
A /
�Ot //j
NATIONWIDE PERMIT #29
_ _ _ -
Adjacent Lot &Subdivision Lines
Proposed 6" Water Mains
®
01
COVER &VICINITY MAP
-- --
Setback Lines
- -
Proposed 8" Water Mains
msra
Temporary Sediment Trap
titi
Ll^ ��frir
% ��'"
` 0`,Oo I
rS - f
02
CROSSING A - SITE, IMPACTS, & PROFILE
- - -
Centerlines
�
Proposed Water Service
•®san
Temp. Sed. Basin w/ Skimmer
yti� yO+�tt� O
f�
ti 4 �C S 1L`7l
r, 9��
�',,i,
FOR
•,r,
���
�,'
03
CROSSING B - SITE, IMPACTS, & PROFILE
Lot Lines & Corner Nodes
N ►
Prop. Water Valve & Reducer
Wetland Fill Impact Extents
ti
AL
TIDES END PHASE 11
----
Proposed End Line Blowoff
0
04
CROSSING C SITE, IMPACTS, &PROFILE
- ^' -
Drainage Easements
404 Wetlands
�►�
of
Proposed Fire Hydrant Assembly
- - -
Setback Impact Extents
SEAL y
=
3Z
SECTIONS 1 & 11
05
GRADING & EROSION CONTROL DETAILS
Proposed Ditches/Swales
�� C-438
��
10 7 _
06
SEDIMENT TRAP DETAILS
- F -Flood
50' Vegetated Setbacks
Lines As Noted
( )
-
f
To of Banks
p
v, �,
r '+ +
STUMP SOUND TWSP ONSLOW COUNTY NORTH CAROLINA
PROPERTY OWNER &DEVELOPER
07
SKIMMER BASIN DETAILS
##'
Existing Topography Contours
Proposed Storm Pipe
err ��irtt `AQQtiyti �ti~
/f t1111711
0 •V,1
m1
, `� A
t ,��
BEAVER CREEK INVESTORS, INC.
PO BOX 1685
08-10
PIPE AND ENDWALL INSTALLATION DETAILS
##
Proposed Ma'or Contours
Proposed Pipe End Protection
titi
f l/rj 11 918
♦
f ,///,f
SONVILLE, NC 2854DATE:
Pr Minor Contours
Proposed Headwalls/Endwalls
11-12
NCG01 DETAILS
p sed
`'ST l♦t
%%
SCALE: AS SHOWN
09.05.2023
ots
I �
11 l t
Section 11 Lots
PROJECT #: 2023_011
SHEET: 02 of 12

GENERAL NOTES
1. BOUNDARY DATA TAKEN FROM MAP TITLED "BOUNDARY SURVEY
SHOWING SHELBERT P. CREECH, SR. ESTATE (OWNER) PREPARED FOR
BEAVER CREEK INVESTORS INC. ", AS PREPARED BY JOHN L. PIERCE (PLS
L-2596), DATED OCTOBER 20, 2020, AND RECORDED IN M.B. 79, PG. 38IN
THE ONSLOW COUNTY REGISTRY. ADDITIONAL BOUNDARY DATA TAKEN
FROM MAP TITLED "SURVEY PLAT SHOWING INDIVIDUAL TRACT ON TAR
LANDING ROAD PREPARED FOR BEAVER CREEK INVESTORS INC.
(OWNER)", AS PREPARED BY JOHN L. PIERCE (PLS L-2596), DATED
JANUARY 31, 2019, AND RECORDED IN M.B. 75, PG. 208 IN THE ONSLOW
COUNTY REGISTRY.
2. THE BLUE -LINE STREAMS AND ASSOCIATED 50' VEGETATED SETBACKS AS
SHOWN HEREIN ARE AS DETERMINED BY ROBB MAIRS, NCDEQ, ON
AUGUST28, 2018.
3. THE 50' STORMWATER VEGETATED SETBACK EXTENDS FROM THE BANK
OF THE STREAM. THE NON WETLAND AREA OF THE SETBACK MAY BE
CLEARED OF GRADED, BUT MUST BE PLANTED WITH AND MAINTAINED IN,
GRASS OR OTHER VEGETATIVE OR PLANT MATERIAL. NO IMPERVIOUS
SURFACES AREALLOWED WITHIN THE SETBACK OTHER THAN THOSE
IMPACTS AS PROVIDED HEREIN.
4. THIS PROJECT IS IN THE WHITE OAK RIVER BASIN.
5. FLOOD LINES DRAWN FROM AN ELECTRONIC OVERLAY OF THE DIGITAL
FLOOD MAP FEMA CPN 3720 4257 K AND 3720 4267 K (ONSLOW COUNTY)
EFFECTIVE DATE JUNE 19, 2020. AS PROVIDED AND SHOWN, PORTIONS
OF THIS PROJECT SCALE WITHIN ZONE "X', ZONE 'AE', AND ZONE "VE" AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES THE
ABOVE MENTIONED FIRM.
6. SECTION 404 WETLANDS AS SHOWN IN THE DRAWINGS IS AS PER SITE
DELINATION BY HAYWOOD PITTMAN OF PITTMAN SOIL CONSULTING, ON
MARCH 23, 2023.
7. USACE ACTION ID SAW-2023-01165 (PRELIMINARY JD 12.1.2023).
8. PROPERTY ADDRESS IS: 126 GUS HORNE ROAD
HOLLY RIDGE, NC 28445.
9 DEED REFERENCE = DEED BOOK 5300, PAGE 572.
10. MAP REFERENCES = MB 79, PG 38 & MB 75, PG 208.
11. PIN = 425702979811.
12. PROPERTYZONING IS R-15.
13. THE ADJACENT PROPERTIES ARE GENERALLY LOW DENSITY DEVELOPING
RESIDENTIAL PROPERTY, UNDEVELOPED WOODLANDS, AND TURKEY
CREEK.
14. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NO
GRID FACTORS APPLIED.
15. ELEVATIONS ARE BASED ON NA VD 1988.
16. EXISTING CONTOUR INTERVALS SHOWN ARE ATONE FOOT.
17. THIS SUBDIVISION CONTAINS NO KNOWN PROPERTY OR BUILDINGS
WITHIN OR ADJACENT TO THE SUBDIVISION THAT IS LOCATED ON THE
NATIONAL REGISTER OF HISTORIC PLACES.
WETLAND & STREAM IMPACT 5LIMMARY
` E
DESORPTION
A
FLL NON-0PAR19N'
S97
-
S97
A
TOTALSITEA
897
-
S97
B
RP RAP sLOPES. RPARI4
34S
-
94S
B
RP RAP cHANNEL EMBED= RPAR9N'
46
0
B
FLL fRFARI4
5099
-
_.'qq
B
STRE Uf NFA CTFOOTPRINT fINC. ABOVE'
791
S9
'9
B
TOTAL SITE B PARAN
5493
5aa7
C
RP RAP SLOPES. RPARI4
23S
_'98
C
RPRAP ELEMBEDLED. RPAR9N'
15
-
']
C
FILL fRFARW
2071
C
STREUf d1o]3A CTFOOTPRINTINC. ABOVE'
324
69
z24
c
TOTAL SITE C RFARIA W2386
7'09
TOTAL NON -RIPARIAN WETLAND NNPACTS
897
297
TOTAL RIPARIAN WETLAND IMPACTS
7817
7766
TOTAL STREAM IMPACTS
ills
167
1116
50'VEGETATED SETBACK IMPACT SUMMARY
SfIE
aES_CRE1K [
B
Waoded-M-k to b. in IM11W red 5241
C
WoodedseNack m be [edge E 6237
TOTALS1
1 1447E
FINAL DRAWINGS
Released for permits only;
not released for construction.
404 WETLANDS
394SFRIP RAP TOTAL
-
OUTLET PROTECTION
(46 SF ± EMBEDDED) _ f
\\�bd77sf SEE SLOPE PROTECTION
1.3sa-\ DETAIL SHEET 5
3,990 SF SETBACK IMPACTS \ G
TEMPORARY \`�,= (NORTH SIDE) \\
SILT FENCE sF SF
SF IZ
70
SF ,
TIDES END SUBDIVISION
50' VEGETATE,-
PHASE I
SETBACK
REFER TO SHEETS 8-10 FOR STORM
M(8 76, PG�13
DRAIN INSTALLATION DETAILS
Single Family Residential
5493 SF WETLAND IMPACT- Zoned R-15
(TOTAL SITE B)
9 p�
SF/
n b
F
n SF J� /SF �P SF � SF
o
12'
zm'A.
E5_�_/
\Je
Za3TEMPORARY
SILT \\ I 1
SILT FENCE - \ -I-
e5
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_ 50' VEGETATED
SETBACK 40 ZQ \Q 40
404 WETLANDS (11"X 17")
Wetland Impact Extents- IDES END DR
LOW PT STA= 26+31
LOW PT ELEV= 13.73'
PVI STA= 26+70
PVI ELEV= 12.00'
K= 45.00
LVC= 261.42'
RVCS= 2.5+4n
MWE
Centered on Storm Drain
GRAPHIC SCALE (HOR)
40 20 0 40
(11"X 17")
GRAPHIC SCALE (VER)
10 5 0 10
(11"X 1T)
26+00 27+00
STATION 15" ± Burial Depth for
Aquatic Life Passage
(20% of 72" Storm Drain)
20.0'
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W
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28+00
PROPOSED STORM PIPE DATA
PIPE # 0 & MAT. INV. IN EL. INV. OUT EL. LENGTH SLOPE
P-1 30" RCP Class IV 21.50' 21.50' 48' 0.00%
P-4 72" RCP Class IV 3.25' 2.25' 72' 1.39%
P-5 36" RCP Class IV 12.00' 11.50' 56' 0.89%
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SEDIMENT TRAP DETAILS
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NCG01DETAILS
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SCALE:ASSHOWNSONVILLE,NC2854
DATE: 09.05.2023
SeOnProp
I111110♦♦`
Section 11 Lots
PROJECT #: 2023_011
SHEET: 03 of 12

GENERAL NOTES
1. BOUNDARY DATA TAKEN FROM MAP TITLED "BOUNDARY SURVEY
SHOWING SHELBERT P. CREECH, SR. ESTATE (OWNER) PREPARED FOR
BEAVER CREEK INVESTORS INC. ", AS PREPARED BY JOHN L. PIERCE (PLS
L-2596), DATED OCTOBER 20, 2020, AND RECORDED IN M.B. 79, PG. 38IN
THE ONSLOW COUNTY REGISTRY. ADDITIONAL BOUNDARY DATA TAKEN
FROM MAP TITLED "SURVEY PLAT SHOWING INDIVIDUAL TRACT ON TAR
LANDING ROAD PREPARED FOR BEAVER CREEK INVESTORS INC.
(OWNER)", AS PREPARED BY JOHN L. PIERCE (PLS L-2596), DATED
JANUARY 31, 2019, AND RECORDED IN M.B. 75, PG. 208 IN THE ONSLOW
COUNTY REGISTRY.
2. THE BLUE -LINE STREAMS AND ASSOCIATED 50' VEGETATED SETBACKS AS
SHOWN HEREIN ARE AS DETERMINED BY ROBB MAIRS, NCDEQ, ON
AUGUST28, 2018.
3. THE 50' STORMWATER VEGETATED SETBACK EXTENDS FROM THE BANK
OF THE STREAM. THE NON WETLAND AREA OF THE SETBACK MAY BE
CLEARED OF GRADED, BUT MUST BE PLANTED WITH AND MAINTAINED IN,
GRASS OR OTHER VEGETATIVE OR PLANT MATERIAL. NO IMPERVIOUS
SURFACES AREALLOWED WITHIN THE SETBACK OTHER THAN THOSE
IMPACTS AS PROVIDED HEREIN.
4. THIS PROJECT IS IN THE WHITE OAK RIVER BASIN.
5. FLOOD LINES DRAWN FROM AN ELECTRONIC OVERLAY OF THE DIGITAL
FLOOD MAP FEMA CPN 3720 4257 K AND 3720 4267 K (ONSLOW COUNTY)
EFFECTIVE DATE JUNE 19, 2020. AS PROVIDED AND SHOWN, PORTIONS
OF THIS PROJECT SCALE WITHIN ZONE "X', ZONE 'AE', AND ZONE "VE" AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES THE
ABOVE MENTIONED FIRM.
6. SECTION 404 WETLANDS AS SHOWN IN THE DRAWINGS IS AS PER SITE
DELINATION BY HAYWOOD PITTMAN OF PITTMAN SOIL CONSULTING, ON
MARCH 23, 2023.
7. USACE ACTION ID SAW-2023-01165 (PRELIMINARY JD 12.1.2023).
8. PROPERTY ADDRESS IS: 126 GUS HORNE ROAD
HOLLY RIDGE, NC 28445.
9. DEED REFERENCE = DEED BOOK 5300, PAGE 572.
10. MAP REFERENCES = MB 79, PG 38 & MB 75, PG 208.
11. PIN = 425702979811.
12. PROPERTYZONING IS R-15.
13. THE ADJACENT PROPERTIES ARE GENERALLY LOW DENSITY DEVELOPING
RESIDENTIAL PROPERTY, UNDEVELOPED WOODLANDS, AND TURKEY
CREEK.
14. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NO
GRID FACTORS APPLIED.
15. ELEVATIONS ARE BASED ON NA VD 1988.
16. EXISTING CONTOUR INTERVALS SHOWN ARE ATONE FOOT.
17. THIS SUBDIVISION CONTAINS NO KNOWN PROPERTY OR BUILDINGS
WITHIN OR ADJACENT TO THE SUBDIVISION THAT IS LOCATED ON THE
NATIONAL REGISTER OF HISTORIC PLACES.
\ 1t TEMPORARY
1 SILT FENCE I
tl 62 1 I 11 \ \1
1 39640 sf
0.91 ac
L
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SEE SLOPE PROTECTION /-K m\
DETAIL SHEET 5
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15.
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Natural Ground
Proposed � Grade Line
28.0'
WETLAND & STREAM IMPACT
SUMMARY
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7
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-
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791
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324
69
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TOTAL SO-E C RFARIA
2324
2'09
TOTAL NON-MPARIAN WETLAND NNPACTS
897
297
TOTAL RfPARfAN WETLAND WRACT5
7817
--
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TOTAL STREAM fMPA CTS
1119
167
1119
50'VEGETATED SETBACK IMPACT SUMMARY
SIIE
aES_CRE1K [
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C
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TOTALSI
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GRAPHIC SCALE (HOR)
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(11"X 17")
/ Royal Shore Lane
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t^��I\ DRAIN INSTALLATION DETAILS 69
l�\I �FOY\�, tt�, 1\\\ ,\ 2
SILENCE0.62ac
LOW PT STA= 2+81
LOW PT ELEV= 19.57'
PVI STA= 2+81
ROYAL SHORE LN KV15.00 19.11'
Wetland Impact Extents
7,1'LVC= 129.56'
aw
Centered on Storm Drain
8.0' 8" Burial Depth for
1+50 2+0o Aquatic Life Passige
(20% of 36" Storm Drain)
GRAPHIC SCALE (VER)
10 5 0 10
(11"X 1T)
3+00
STATION
4+00
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24.0' co
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PROPOSED STORM PIPE DATA
PIPE # 0 & MAT. INV. IN EL. INV. OUT EL. LENGTH I SLOPE
P-1 30" RCP Class IV 21.50' 21.50' 48' 0.00%
P-4 72" RCP Class IV 3.25' 2.25' 72' 1.39%
P-5 36" RCP Class IV 12.00' 11.50' 56' 0.89%
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----
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PIPE AND ENDWALL INSTALLATION DETAILS
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SONVILLE,NC 28DATE:09.05.2023
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11-12
NCG01 DETAILS
sed
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T111y,
SCALE:ASSHOWN
IlrIIlti'IT
I(lllt'
Section 11 Lots
PROJECT #: 2023_011
SHEET: 04 of 12

TYPICAL ROADWAY SECTION
MATERIALS
LABEL DESCRIPTION DEPTH WIDTH
O1 S 9.5B ASPHALT SURFACE COARSE 2" 20'
ZO CRUSHED AGGREGATESASE COARSE 6" 21' - -
` 1
. -1 � I I I=LI- .I
6'-0" 10'-0" 10'-0" 6'-0"
14'-0" 16'-0" 16-0" 14'-0"
30'-0"
60' R/W
I LMHUHAHY UHA VLL & HIH-HAH
CHECK DAM DETAIL
12" OF NCDOT #5
OR #57 WASHED STC
FILTER CLOTH
PI AN CLA SSE RIP -RAP \
INSPECTION & MAINTENANCE NOTES FILTER CLOTH
1. INSPECT CHECK LAMS AND CHANNELS AT LEAST WEEKLYAND AFTER EACH SIGNIFICANT \\`�
(ONE HALF INCH OR GREATER) RAINFALL EVENTAND REPAIR IMMEDIATELY. CLEAN OUT
SEDIMENT, STRAY, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN
NEEDED.
2. ANTICIPATESUB@ERGENCEAND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM
HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECTALL DAMAGE IMMEDIATELY. IF
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BETAKEN
SUCH AS, INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL.
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMSAS NEEDED TO PREVENTOAMAGE
TO CHANNEL VEG-VATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
DAM, AND PREVEdT LARGE FLOWS FROM CARRYING SEDIMENT OVER THEDAM. ADD
STONES TO DAMSAS NEEDED TO MAINTAIN DESIGN HEIGHTAND CROSS SECTION.
NOTES
1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
2. KEEP THE CENTEi STONE SECTION AT LEAST 9INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS
THE CHANNEL BANKS.
3. EXTEND STONE A' LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS
OF THE CHECK DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION ATTHETOP OF THE LOWER DAM IS THE SAMEAS
THE TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CMNNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
6. MAKE SURE THATTHE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE.
7. ENSURE THAT OTTER AREAS OF THE CHANNEL, SUCH AS CULVERTENTRANCES BELOW THE CHECK DAMS, ARE
NOT SUBJECT TODAMAGE OR BLOCKAGEFROM DISPLACED STONES.
8. PURPOSE: TO REDUCE EROSION IN A CHANNEL BYREDUCING THE VELOCITY OFFLOW.
9. DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS.
10. SEE DENR STANDARDS & SPECS. FOR COMPLETE DESIGN CRITERIA & MAINTENANCE.
IT
R
CROSS -SECTIONAL VIEW
DESIGN CRITERIA
1. KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM.
2. KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE
OUTER EDGES AT NATURAL GROUND ELEVATION.
3. KEEP THE SIDE SLOPES OF THE DAM AT 2.1 Oft FLATTER
4. ENSURETHATTHE MAXIMUM SPACING BETWEEN DAMS FACES THE TOE OF
THE UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE
DOWNSTREAM DAM.
5. STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO REISTEROSION.
6. USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE DAM WITH
NCDOT #5 OR #57 STONE.
7. KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE
ABUTMENTS A MINIMUM OF 1.5 FEET TOAVOID WASHOUTFROM OVERFLOW
AROUND THE DAM.
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JD
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IDE
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IZE IT
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S I ACILIZtU.
TEMPORARY SILT FENCE DETAIL
STAKE
PROPOSED
GROUND
FULLY STABILIZED
UNDISTURBED
GROUND
CLASS B RIP RAP
PROPOSED
CONCRETE ENDWALL
SLOPE PROTECTION
ON NON -WOVEN
&RCPSTORM DRAIN
GEOTEXTILEFABRIC
O
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Proposed Pavement
SF
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GRADING & EC DETAILS
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-- --
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----
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04
CROSSING C - SITE, IMPACTS, & PROFILE
Drainage Easements
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of
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05
GRADING & EROSION CONTROL DETAILS
404 Wetlands
Proposed Fire Hydrant Assembly
— — —
Setback Impact Extents
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73�
50' Vegetated Setbacks
Proposed f Ditches/Swales
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06
SEDIMENT TRAP DETAILS
— F —Flood
Lines (As Noted)
-
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08-10
PIPE AND ENDWALL INSTALLATION DETAILS
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Proposed Headwalls/Endwalls
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JACKSONVILLE, NC 285DATE:09.05.2023
11-12
NCG01 DETAILS
Section
I I
111,,0
SCALE: NOT TO SCALE
Section 11 Lots
PROJECT #: 2023_011
SHEET: 05 of 12

G 0�
EARTHEN EMBANKMENT
INLET ZONE
35% OF SURFACE AREA
FIRST CHAMBER
25% OF SURFACE AREA
SECOND CHAMBER
25% OF SURFACE AREA
OUTLET, SEE DETAIL 40.11
EXTEND BAFFLES UPSIDES AS
TO NOT ALLOW FLOW AROUND
OUTLET ZONE THE ENDS.
15%OF SURFACE TOP VIEW
MAINTENANCE AREA
A IRFPI AFF RAFFI FS WHEN THFV
IGB.IZMDNTHS TEMPORARY SEDIMENT TRAP DETAIL
DRAWING INDEX
SHEET
NAME
01
COVER & VICINITY MAP
02
CROSSING A - SITE, IMPACTS, & PROFILE
03
CROSSING B - SITE, IMPACTS, & PROFILE
04
CROSSING C - SITE, IMPACTS, & PROFILE
05
GRADING & EROSION CONTROL DETAILS
06
SEDIMENT TRAP DETAILS
07
SKIMMER BASIN DETAILS
08-10
PIPE AND ENDWALL INSTALLATION DETAILS
11-12
NCG01 DETAILS
DESIGN CRITERIA SPILLWAY
n91N WHR (CGR) t0
DESIGN 21"MIN
SETTLED
1 TOP \
12" MIN. N. C. D.O.T. #5 OR #57
WASHED STONE
MIN. V FREE BOARD 5 FT
MIN of
1.0 FT o°°o ��000oo8o oQ
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1,1 00 0 0 0000 0 o e0o
FILTER
1.5' MIN FABRIC
CROSS SECTION
OVERFILL 6"
/ FOR SETTLEMENT
NOTES:
-IIIII= _+
- IIIII III-IIIII
� � � � iI I =hilll
-_"oo- -�� o -
1211713110EIIIII-III=-_
I I I IIIIII�� � �o �
IIIII o 000000�0o
10FTMINoQeoo
-IIIII 6"EMERGENCY BYPASS
6" BELOW SETTLED
SEE N.C. ItENR EROSION -SEDIMENT>0000000p
oQo 000`ov°o�l1 II'
�T�
TOP OF DAM
CONTROL PLANNING antl DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
SFT
� 000 oo aoo4eeo
=li��o 000000 0000 �o� o000o SLOPE MAX
IIIII=Ii
PLANNING CONSIDERATION B DESIGN CRITERIA. MAX FILL
2'MN TO
- IIIII 000Doo�'j o����o�
- Io�o oo 000`° 00000 '�� IIIII=III
'°���00011,
3.5'MAX
IIIII-�I moo ego 1:1510E SLOPE
FILTER -IIIII=000000 a
NATURAL
OUTLET
Po MAX
FABRIC "IIIII- � o I=IIIII
GROUND
-3FT-
MIN
STRUCTURE LIFE LIMITED
PLAN VIEW
TO 2 YEARS
-ET
T
UAL
RELIES;
CRITERIA.
MAINTENANCE
CHECK rHE s,Ruc,uRE FOR OAn9nce FRonn eRosloN OR PwINc PeRloolcauv crlecK III oePrrl or rHe 1'11 wL rro ervsuRelrlsa nu�vnnuna
OF 1.5 FT BELOIN THE LOIN' POINT OF THE EMBhNKMENT. IMMEDIATELY FILL ANY SETTLEMENT OFTHE EMBANKMENT TO SUGHTLYABOVEDESIGN
GRADE
ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
TEMPORARY SEDIMENT TRAP OUTLET DETAIL
TFMDPIOAOV CFIYMJ=MT TOAD R CF1]1MFAIT RA Cf1J WI Cllf MMFD R DA!'1! ►'fI ITt FT f]FC1!_A!
14kasure AD
DA
Tryp or
Dist Area
Da LA..
Re 'd Star V.L
Pro, St.ryw V.L
I
Size fM
C
Ti;
r"I
Q""
I R eq VSurtwe Area
Prow. Surface Area
LAN Ratio
S illb mah
Fairctath Skunmer Des Siznn
#
#
Basin
st
ac
eft
eft
L
I W
D
mau
bNhr
efs
st
st
ft
D
k Sae m
Orifice R nn
Orifice D in
ST#01
01
Trap
11863
0,27
980
784
28
14
20
0,35
5
9,19
0,88
381
392
2,06
10
ST#06
06
Trap
23731
0,54
1961
2006
40
28
25
0,35
5
9,19
1,75
762
S00
2,06
10
ST#07
07
Trap
17305
0,40
1430
1445
34
17
25
0,35
5
9,19
1,28
556
579
2,00
18
SB#08
68
Basin
72290
1166
2987
3606
60
38
20
0,35
5
9,19
534
1735
1900
2,00
18
a06
1.5
0.6
1.3
SB#09
09
Basin
206510
4,74
8533
10606
100
50
20
0,35
5
9,19
7525
4956
5000
2,00
18
3100
25
0,9
1.8
ST#73
13
Trap
72963
0.30
1071
1125
30
15
25
0,35
5
9,19
0,96
476
450
2,00
18
SB#74
74
8aa in
55403
7.27
2289
2714
52
26
20
0,35
5
9,19
4,09
7330
1352
2,00
18
3.00
1.5
0,5
1.1
ST#79
19
Trap
11993
0,28
991
7776
28
14
3.0
0,35
5
9,19
0,89
385
392
2.00
18
SB#20
20
Basin
163292
a75
6748
8700
90
45
20
0,35
5
9,19
7206
3919
4050
2.00
70
1 3.00
1 20
0,9
1.8
TYPICAL ELEMENT SYMBOLOGY LEGEND
Tract Boundary Lines
Proposed Pavement
SF
Temp. Silt Fence and LOD
Phase & Section Lines
7777
Proposed Ductile Iron Pipe
®
Temporary Coir Fiber Wattle
- - - -
Adjacent Lot & Subdivision Lines
- -
Proposed 6" Water Mains
®
Temporary Check Dam
- - - - - -
Setback Lines
..... -
Proposed 8" Water Mains
msT#
Temporary Sediment Trap
- - -
Centerlines
411-
Proposed Water Service
=sB#
Temp. Sed. Basin w/ Skimmer
Lot Lines & Corner Nodes
H10
Prop. Water Valve & Reducer
----
Drainage Easements
*--14-
Proposed End of Line Blowoff
0
Wetland Fill Impact Extents
- W -
404 Wetlands
Proposed Fire Hydrant Assembly
- - -
Setback Impact Extents
50'Vegetated Setbacks
Proposed f Ditches/Swales
- F -
Flood Lines (As Noted)
-
Top of Banks
- ##' -
Existing Topography Contours
Proposed Storm Pipe
##
Proposed Major Contours
Proposed Pipe End Protection
Proposed Minor Contours
Proposed Headwalls/Endwalls
Section I Lots
Section 11 Lots
``iIIIIIIIIIlIIIIjr
Ittttttf dil. flf�
`,`,till
�~Q4',`,tll
II/��''
AROl
IItt11j1j' '�I
��'ti~ N11tit[t
E i _ SEAL : y "
=
AL
C-438
10
frj ' tJttCi�t tttit ♦ ti,�'~
~
I�O� /IIIIdiI
',,''I
l 7 ,` �y� %
O,,T,``
r9I Ia 3t4 'At
► i
I I t t
Ell
N N
Z
E o p
N ca = N
3 U N O�
Z Z z U-
QT C �
Qm
� N
N v p M
ui
v � N
E rn N
N
0
ca
_ O
M d
^ a
SEDIMENT TRAP DETAILS
NATIONWIDE PERMIT #29
FOR
TIDES END PHASE 11
SECTIONS 1 & 11
STUMP SOUND TWSP ONSLOW COUNTY NORTH CAROLINA
PROPERTY OWNER & DEVELOPER
BEAVER CREEK INVESTORS, INC.
PO BOX 1685
JACKSONVILLE, NC 2854
SCALE: NOT TO SCALE
DATE: 09.05.2023
PROJECT #: 2023 011
SHEET: 06 of 12

DESIGN CRITERIA
SUMMARY:
TEMPORARY SKIMMER
SEDIMENT BASIN DETAIL
SKIMMER SE01111ENT BASIN
EOIsPI naRaNe
ieoo euaic r�r pereacree aFoisrureeeonreen
azs sounRe rz£rcea crs or olo �x i,vaow
z,
PERSPECTIVE VIEW
S FvoN,n�
Idv�oRc
�p
INLET ZONE
25% OF SURFNCEAREA
FIRST CHAMBER
Y OF SURFACE -
SEDIMENT
STORAGEZONE
(CLEANOUTDEPTH) i'FREEBDARO
CROSS-SECTION VIEW EMBANKMENT
INFLOW STRUCTItRE -\ BAFFLES
DEWATERING ZONE H
EMERGENCY
SPILLWAY
�Posr
s,.��,v� wP oaarronn
sr,,,�ro s�PPorrr v,wE�
711
se,r v,ovrns R" 'Moao„oM,.vo soE BAFFLE DETAIL
INSPECTION & MAINTENANCE NOTES
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONOALF INCH OR GREATER) RAINFALL EVENTAND
REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENIONS WHEN SEDIMENTACCUMULATES TO
ONE-HALF THE HDGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TOONE SIDE SO THAT THEEDIMENT UNDERNEATH IT CAN BEEXCAVATED.
EXCA VA TE THE =IMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR TtFIRST CELL. MAKE SURE VEGETATION GROVING IN
TEH BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAF-LES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATERISFLOWIIe UNDERNEATH ORAROUND THEM.
3. IF THE SKIMMERIS CLOGGED WITH TRASH AND THERE IS" TER IN THE BASIN, USUALLY JEFNG ON THEROPE WILL MAKE THESKIMMER BOB UP
AND DOWN AND JI SL ODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK. PULINE SKIMMER OVER TO THE SIDE OF THE BASIN
AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IFITIS GDGGED. IFSO REMOVE THE DEBRIS.
4. IF THE SKIMMERARM OR BARREL PIPE IS CLOGGED. THE ORIFICE CAN BE REMOVED AND THDEISTRUCTION CLEARED WITH A PLUMBER'S SNAKE
OR BY FLUSHING WITH WATER. BE SURE TO REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABPIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH IBRIC THATSPANS THE FULL WIDTH OF THE
SPILLWAY. CHECK THE EMBANKMENT, SPILL WAYS. AND OUTLET FOR EROSION DAMAGE. ANBJSPECT THE EMBANKMENT FOR PIPING AND
SETTLEMENT. MAKEALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHR DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. FREEZING WEAT-IER CAN RESULTIN ICE FORMING IN THE BASIN. SOME SPECIAL PRECA U TICS SHOULD BETAKE IN THE WINTER TO PREVENT
THE SKIMMER FFOM PLUGGING WITH ICE.
WATER ENTRY UNIT
WITH TRASH SCREEN
ORIFICE OPENING INSIDE THE
HORIZONTAL TUBE WITH A
CONSTANT HYDRAULIC HEAD
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
FLEXIBLE HOSE I II I -II I I -
POTENTIAL FOR PIPING CAN
OCCUR. PROPER DESIGN TO
MINIMIZE DISCHARGE AROUND
P 11i PlA/ PIPE MUST OCCUR.
END VIEW
VENT PIPE
71SCHARGE PIPE
SCHEOULE40
.., .. ER ENTRY UNIT
J. W. FAIRCLOTH & SON INC.
WWW. FAI RCL OTH SKIMMER. COM
TELEPHONE: [phone]
FAX:[phone]
EMAIL: WARRENLa1FAIRCLOTHSKIMMER.COM
THEN EMBANKMENT
EMERGENCY SPILLWAY PVC VENT
SCHEDULE 40 PVC
(BARREL OR,
FLEXIBLE HOSE
�ERF� O
�o1NE
MAINTAIN DEPRESSION TO
SIDE VIEW MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
(NO SCALE)
FAIRCLOTH SKIMMER DEVICE
FLOWCAPACITIES (CFT) FOR THEFAIRCLOTFI SKIMMER
SklummerSae
1.51,
2"
2-5"
31.
4"
5"
6"
8"
24hours
1,729
3,293
6,234
9,774
20709
3,832
51,840
97,978
2day
3,456
6,566
12,468
79,548
40,278
65,664
703,680
795,956
3 day
5,784
9,849
14702
29,322
60,327
M496
755,520
293,934
4day
6,912
13,132
24,936
39,096
80436
131,328
207,360
391,912
5day
H640
16,415
31,170
48,870
100545
764,760
259,200
489,890
6 day
10,368
19,698
37,404
58, 644
120,654
7 96, 992
3;1, 040
587,868
7day
72,096
1 22,987
1 43,638
1 68,418
1 140763
1 229,824
1 362,880
1 685,B46
TFMAnA4I2W C;=rVMFMT TF2 AC R CFnIMFM7 Fad CIM WI _c3a MMFR R l nr-' C I-V ITI FT 1]FCtC:M
Meum lD
DA
Trap or
Dist Area
Dis tAma
Re 'd S toraq, Yul.
Pro, S trage Vol.
Size
C
Tc
i"E
Q""
Re VSurface Area
Pro, SurfaceArea
LAN Ratio
S ax Moth
Faircioth SkBnmer Des- nSinu
#
#
Basin
st
ac
eft
eft
L
W
D
min
hVhr
cts
st
of
ft
D
k Size m
Orifice A rn
Orifice D au
ST#01
01
Trap
11863
0,27
980
784
28
14
20
0.35
5
9.19
0,88
381
392
2.00
10
ST#06
06
Trap
23731
0,54
1961
2000
40
20
25
0.35
5
9.19
1,75
762
900
2.00
10
ST#07
07
Trap
17305
0,40
1430
1445
34
17
25
0.35
5
9.19
1.28
556
578
2.06
10
SB#08
08
Basin
72290
1.66
2987
3606
60
30
20
0,35
5
9.19
5.34
1735
1900
2.00
10
3,00
1.5
0.6
1.3
SB#09
09
Basin
206510
4,74
8533
10606
100
50
20
0.35
5
9.19
15.25
4956
5006
2.00
10
3.00
25
GA
1.8
S T413
13
Trap
12963
0.30
1071
1125
30
15
25
0.35
5
9.19
0.96
416
450
2.09
10
SB#14
14
Basin
55403
1,27
2289
2704
52
26
20
0.35
5
9.19
1 4.09
1330
1352
2.09
10
3.00
1.5
0:9
1.1
ST#19
19
Trap
11993
0,28
991
1176
28
14
30
0,35
5
9.19
0:89
385
392
2.00
i0
SB#20
20
B. in
163292
175
6748
8700
90
45
20
0.35
5
9.19
1206
1 3919
1 4050
12.00
10
3;00
20
.9
1.8
�Cc
L
00
N N
U OU
i Fr) 0 L')
m Ep = N
3U v
z Z = LL.
ai i �N
� m `Ll
O � N
N N p M
�Z Rio
v � N
U K U
ro EE
_ 0
M �
^a
TYPICAL ELEMENT SYMBOLOGY LEGEND SKIMMER BASIN DETAILS
DRAWING INDEX Tract Boundary Lines Proposed Pavement SF Temp. Silt Fence and LOD ♦♦111IIIIIIIIIr ♦♦ttlll II////
Phase & Section Lines Proposed Ductile Iron Pipe ® Temporary Coir Fiber Wattle ♦♦ I/ ♦ /
SHEET NAME _ _ _ tit ^� r+ I N�A /r •` An /
- Adjacent Lot &Subdivision Lines - - - Proposed 6" Water Mains ® Temporary Check Dam titi `�'G �1 /f ti� ��'" Ot //j NATIONWIDE PERMIT #29
01 COVER &VICINITY MAP -- -- Setback Lines - Proposed 8" Water Mains msra Temporary Sediment Trap ���~ y�4¢� Q I�f ��rrlr�r ` 0`,%,%S list,
jrrrri��f 9�� FOR
02 CROSSING A - SITE, IMPACTS, & PROFILE - - - Centerlines � Proposed Water Service �sen Temp. Sed. Basin w/ Skimmer ti 4� '�fi4 r J��O � -"
03 CROSSING B - SITE, IMPACTS, & PROFILE Lot Lines & Corner Nodes ►1 Prop. Water Valve &Reducer ti MO G �Y9 ' TIDES END PHASE 11
04 CROSSING C - SITE, IMPACTS, & PROFILE ---- Drainage Easements *--04- Proposed End of Line Blowoff 0 Wetland Fill Impact Extents E -i SEAL itp_ : � '4 AL
05 GRADING &EROSION CONTROL DETAILS - W - 404 Wetlands Proposed Fire Hydrant Assembly - - - Setback Impact Extents C-438 Q� = 1 7 SECTIONS I & It
50' Vegetated Setbacks - Proposed i Ditches/Swales
STUMP SOUND TWSP ONSLOW COUNTY NORTH CAROLINA
06 SEDIMENT TRAP DETAILS - F - Flood Lines (As Noted) - Top of Banks '. :r y~;�'
� PROPERTY OWNER &DEVELOPER
07 SKIMMER BASIN DETAILS ' ^
- ##' ExiShhg Topography Contours � Proposed Storm Pipe lfr rrrrr CA ti�++ �~~ � Q 2j� 1 5� � � BEAVER CREEK INVESTORS, INC.
08-10 PIPE AND ENDWALL INSTALLATION DETAILS ## Proposed Major Contours Proposed Pipe End Protection t Y t1111ttt ♦ I$► tffmf t t ♦ PO BOX 1685
Proposed Minor Contours p Proposed Headwalls/Endwalls filjr T 19 a 3 T ♦1♦♦� / a10 ♦♦�, JACKSONVILLE, NC 2854
11-12 NCG01 DETAILS Section I Lots IIIIIIIIittt1♦♦ i f i t tt♦ SCALE: NOT TO SCALE OATE:09.05.2023
Section 11 Lots PROJECT #: 2023_017 SHEET: 07 of 12

TOP OF FILL
TOP OF FILL __7TOP OF FILL7
O C/)
>_
Q Q
U
GROUND LINE GROUND LINE
J H
� H GROUND LINE � H
�-'� en C3
�
LLJ�t-�z
0 0 c/) _
— — — — — —
Z
r�rrr-arr rr�rr r� T
inr�
- r
LLI Q LL =
l�
rrr
� la
Q0�OC.D
rrr rn COMPACT AFTER r
rrr ± rrr COMPACT AFTER
Z
+ or PIPE IS PLACED r
- — or r _ _ or PIPE IS PLACED
_
LLJ
� 0 J
7ir rx & PRIOR TO iF
rrr TYPE 2 r & PRIOR TO
LL.
O Q
r PLACEMENT OF
FILL
f. +++ GEOTEXTILE + PLACEMENT OF
•'
0 C3
Z H
,rX
^rrrrrrr� rir r I.D. /6 MIN. rrr
NOT LESS
I.D./6 MIN. rr + r rr!^ err �rri�ri IN�+J^rr THAN 6" rr rrr�rrr� rrrMrrrert^ �� -r►r^ EARTH
I.D./6 MIN. r-' _ + r
NOT LESS THAN 6" O.D. + 3' NOT LESS THAN 6" 11!" PER FOOT OF
�-'
H
LL
BUT NOT LESS THAN 12"
ROCK
O.D. + 3' NOR MORE THAN 24" O.D. + 3'
NORMAL EARTH FOUNDATION
op
ROCK FOUNDATION AS DIRECTED BY ENGR.
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL
TOP OF FILL-----7TOP OF FILL----7
7Z
I
I
0
-
cr.�
H
H H
O Oct
1
0
J
GROUND LINE
GROUND LINE
Z
~
MIN. O.D MIN. O.D MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D.
GROUND LINE `~
TYPE 2
_— .� -- -- -- r•y�GEOTEXTILE -- -- -- �.•r
N
W
rrr xrrr�r
r, :rrr =rr, ru rrr rxrr,lr rr =rrr =rrr r rr, s
Z
=rrr �rr T r rrr a, rrr ,� cur
s: COMPACT AFTER
— PIPE IS PLACED 2 T
I.D./6 MIN.
�[rr
r
& PRIOR TO
PLACEMENT OF
0 CL
W
NOT LESS THAN 6"
COMPACT AFTER O.D. + 2' I.D./6 MIN.
rrr= ru �rrr�rrrs rr+?+rr�rr, FILL us= -lit rr �rrr���s rrr �+rl-rr+
I.D./6 MIN. r � AS DIRECTED
NOT LESS THAN 6 MIN. O.D. MIN. O.D. BY ENGINEER
1
0 0
Z
PIPE IS PLACED NOT LESS THAN 6"
O.D.+ 2'
Q H
& PRIOR TO
142" PER FOOT OF 'H'
♦-
PLACEMENT OF
NORMAL EARTH FOUNDATION
BUT NOT LESS THAN 12"
ROCK FOUNDATION NOR MORE THAN 24"
(/)
U.
FILL
UNSUITABLE MATERIAL FOUNDATION
PIPE
ABOVE GROUND
GENERAL NOTES:
O
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
Q O
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
0
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION.
— - — - - SPRINGLINE OF PIPE
ui
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
SELECT BACKFILL MATERIAL CLASS III OR CLASS II,
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE.
® TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
rrrrr� r+r=rr UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
SHEET 2 OF 3
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
300.01
ACCOMPLISH COMPACTION.

10" lo" z
10'-0" O
2 „G„ H Un
2" r 2" }
Q
R, 2-G1 c� 2 FILL FACE 2 Q <
2-V1 @ 9" FILL FACE FILL FACE H CD U
B SEE v1 @ 9" rr r, v„@ 1' -6" L- —1 0
a' DETAIL @ WING WALL @ 9 00 a_ _
1-V1 STR. FACE N1 @ 9" tZ
„H„ w<<LL
82 V1 @ 1'-6" 8„ 1' 6" „z„ T4 Q U � O H
@ WING WALL 7 cv c = O W
LL
`'? = `L I I 3" DIA. DRAINS I� cr 0 i-q J
cfl 'l
o cv = I I 6" ABOVE c0 O U) Cr
o �� I — FLOW LINE cv _ T4 cv z
— — N1 6 „T'. 8,. I T5 @ 6" .-I r LL)O
6 � L CO �
2 3'-0" r
CONST. JT. B1 SECTION - BB SECTION - AA
- B
r ELEVATION SEE STD . # 838.45 FOR GENERAL NOTES.
BILL OF MATERIAL FOR ENDWALL
50„
4 REINF. STEEL 1 PIPE J
2'-6"
T1 TOP & BOTTOM BAR SIZE LENGTH N0. hEIG-
i J
11y•,;" I N w W B1 #4 5r-6'r 4 15 0 3 w
I 8 SPA. @ 9" in PIPE NOT B2 #4 41- 6 rr 4 1 2 LL 0 Y
"Z" BARS IN �- w SHOWN r rr �
TOP OF FOOTING o >>�:i Q Q. G1 #7 9 -8 2 40 0 Z
W
o CD SLOPE a H 1 #4 7' - 2 rf 10 48 H O
�--_ -- I— - T4 H2 #4 5 r- 6 2 7 Q L LI O
H3 #4 31-510 4 9 c ~ W
71�
co N1 #5 3r-11" 14 57 O � LLI � 5 TAPER DETAIL N2 #4 3r-5rr 8 18 in Vqx/i/
Q Z 0 c�
I
8 SPA. @ 9" FILL FACE T1 #4 14r-6rr 6 58 z V
�0, 8 SPA. @ 9" 3-V2, 2-V3, 2-V4 2-V5 Q
"N" BARS IN TOP AND 2 SPA. H 2' - STR. ,
9 ; � FACE 2-H1 , 1 -H3 T4 #4 6 -9 6 27 F- 0 W
3'-3" 3' 5 ir,' BOTTOM OF FOOTING H3 T5 #4 21- 6'r 40 67 U� Lu
4 SPA. @ 1 -3 FILL C3
P LAN FACE 3 H 1, 1-H2, 1 H3 H2 V2 STR. FACE 1 6 V 1 #4 7 r- 3 If 6 29
H2 2-V2, 1 -V3, V2 #4 5 10 10 39 �
_ 1 va, 1 V5 V3 #4 5r-0" 6 20 Q LL rr
z z V3
,31,�rr z1 4'-0„ 8" V4 #4 4'- 1 " 6 16 cr 1? O
LL
7" V4 V5 #4 3' - 2 r' 6 13 ui
V5
Z2 3'-5"i i ri H1
N N z3 2' 10" s �� Z1 #6 4r-8'r 6 42
H 1 6' 7 "��]
coT4
— Z2 #5 4' -of? 6 25
1 co r - H2 4'-11" 1'_1,r L� I-iK. 5-N1 4-N2 Z3 #4 34 If 6 13
H3 2'-10" 8 SPA.
"H" BARS "N" BARS "Z" BARS @ 9 REINF. STEEL LBS. 555
WING ELEVATION CON. /C.S. CU. YDS 7.5 SHEET 2 OF 2
"H", "N", & "Z" BAR DIMENSIONS ARE OUT TO OUT. ,838.39
0
0
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W1 (FT.)
8" O.C.(TYP.)
REFER TO CHART
FOR BAR SIZE
ELEVATION
W2 (FT.)
ro Q
�y
PLAN
m
SIDE
NOTES:
*
THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
838.39, 838.51, 838.57, 838.63 AND 838.69.
INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
*
USE 4000 PSI CONCRETE.
*
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
H2
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
*
PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
*
ALL ELEMENTS PRECAST TO MEET ASTM C913.
_
WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
*
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
C.(TYP.)
L—H TO CHART
FOR BAR SIZE
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5 0, 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
45 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 0, 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5 @ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
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SHEET 1 OF 1
838.80

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 this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Pe ri mete r d i kes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) 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 HQW
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 NC DWR 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 NC DWR List of Approved
PAMS/Flocculonts 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.
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).
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.
PAINTAND 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.
NORTH CAROLINA
. Environmental Quality
r�
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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BELOV GRADE 4§Ml1T STRUCTURE A3K11VE GRADE VASVa7T STRUCTURE
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.
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.
N
0
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
W
N

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 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. Anytime when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, 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
"zero." The permittee may use another rain -monitoring device
approved by the Division,
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the 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) Stormwater
At least once per
1. Identification ofthe discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event> 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. 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
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
events 1_0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event> 1.0 inch in
2. Records of the required reports to 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 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 an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
NORTH CAROLINA
464 Environmental Quality
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 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
of the 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 of the E&SC Measures or if
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
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 specifications.
(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 of the
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 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 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]
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).
(a) 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.
(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 7 calendar 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 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
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 ren 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 [40 CFR
• Within 7calendar 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 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 122.41(1)(7)]
prevent reoccurrence of the noncompliance- [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
T
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