NCG140531_Site Plans_20231106

1 2 3 4 5 6 7
F
FORSYTH REDIMMIX I INC
100 AN ERSON STREET
it IF= [) I rd 1101 Fp I Alk N 7r
RURAL HALL , NC 27045
SITE DATA TABLE
ADDRESS 322 BETHEL CHURCH ROAD
MOCKSVILLE, NC 278028
PIN #
5748-54-4855
LIST OF SHEETS
OWNER FORSYTH REDI-MIX, INC.
100 ANDERSON STREET322 ETHEL CH RCH ROA RURAL HALL, NC 27045 C-1 EXISTING CONDITIONS
ZONING GENERAL INDUSTRIAL (GI)
C-2 SITE PLAN
D SETBACKS FRONT-40 FEET MOCK VILLE , NC 27028 C-3 GRADING PLAN
SIDE 20 FEET
REAR 50 FEET C-4 EROSION CONTROL PHASE 1
IMPERVIOUS AREA 2.28AC C-5 EROSION CONTROL PHASE 2
SITE % IMP. 29.5% C-6 LANDSCAPE PLAN
PROPERTY AREA 7.74 AC C-7 SCM PLAN VIEW
DISTURBED AREA 3.34 AC
ENGINEER CORYGEORGE, PE, PLS C-8 SCM DETAILS
PILOT SURVEYING AND
ENGINEERING, PC C-9 SITE DETAILS
106-D S. STREET
PILOT MOUDEPOT TAIIN, NC 27041 C-1 0 ESC DETAILS
C-11 NCG01 FORMS
C PS
1131 LIE ml7 !E; I =
PILOT S&E PROJECT NO. 23-419 VICINITY MAP
- r
Rich P.rk Conte a~r K
. SURVEYORS • ENGINEERS Is,
Dore Carnreery
NCBELS FIRM NO. C-4724
P B X: 7 PIL T M NTAIN N 27 41 0 0 8 9, O O U C 0
www.pilotse.com 1 336-422-6741 '
Contact: [e-mail] .
in
Sc 1� rr
��r t SITE
Ott
f/
--r sr it hN�.r $ era roc.
a �
v
`S
\\ 111111// be by;- 9a 4
Digitally signed ;� ��N.caR.°��%'= �N�— �
=o�oFEss�o e�„«S,
Jonathan
by Jonathan Cory = SEAL _ E,, Q�Rd -- _
Cory George 042031 _
� Date: 2023.10.19 .... .. _
George 14:41 :07 04 00
0 -� - -
A CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT `e i► u �+� +
1 .2 49
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION 3
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
Know what's Wow. THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811
J
Call before you dig.
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
1 1 2 1 3 4 5 6 7 8

1 2 3 4 5 6 7 8
cn
1'I
hv
'\1I
I I\7`6 7T;�7/
v _ ,•'of •3 Lu
O -G -0 II� V. I IIV V. : / VV WW
CLI IR #1 TOP 813.39 Zz
.,.�ZM
JO MM M CL MH #2 TOP 811 .3
M M oQwz
`
C�N�
.30 W0 z
E LIGHPO (T } M 2 U E
00�L _ — \
RR SP, 1F P P P —P P P m 3
„ r 3:-METER zoTIE
CC 0
Zo � ➢ m EX. CHAIN LINK FENCE`(ZYP.) M H 6 TOP 808.80
� � / INW 795.86
_I _
z �oz
�
E
CC) kA
rri
CA
CIO . 40
EX. EDGE OF GRAVE\ •�N...•Gy%cOR�W
�,
rri o 00
I \ E \ \ \ \ 1
I I O\n-
SHELTON CONSTRUCTION I I I \ J \ \ I I
DEED BK: �C EX. CONCRETE APRON SERVICES \PIN: 5748-54-4855 m gyp
, PG: 999 �
ZONED: GI � (��a \1\I I II /II\II
\/
\
oD
p ( ) , -
�h LD
EX. EDGE OF GRAVEL Q w" 9 z
CA9"F
I 1 Q
EF01 GLPI /1 /�
I \ ) I\ w
\ P 1 Z
I u � � � of � A�EL _ — � / / / / � •I I / /
I•
EXISTING EDGE OF I _ .
PAVEMENT (TYP.) I I I ' I I I I— - \ \ / I 11\ I I V W Lo
IN zWQ
EX CHAIN LINK FECE (TYP.) I I \ I \ 1
1 ��
.UJI
zz
REE LINE W =
0 \ I \ I
z
0
� z � �
1 I I � �� LL
� 1 - r � o � 1 I O o- l I I O
Qc) _ o I
\ 1 \ 1 FM
� � z \ I I 0 I \
_N w0"n"wf 0
\ 11 1 \ / TING PROP LINE (TY�j. — _ 855:1��— _ —
\ \ ) —
Co
B > Z
D&R ASSOCIATES P
PIN: 5748-64-3585
DEED BK: 131, PG: 213
U
X W
0
N
0
Q
U
GENERAL NOTES:
U) 1. SURVEY COMPLETED BY GUPTON'S SCALE:
ROYAL DESIGN GROUP, PA. (HARRIS 1 If - 3O�
0 GUPTON, L-1845).
x 2. ENGINEER MAKES NO CLAIM OF
E ACCURACY FOR EXISTING CONDITIONS. DATE:
10-18-2023
L DRAWN BY:
`0 A J CG
PROJECT NO.
N
M
N 23-419
0
SHEET NO.
U
C- 1
1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8
Wcn
�
IN
N U �
I I EXISTING DRIVE I z Z
Iz co
F I - - - - - - - - - - - - — I W oZco
I / �— EX. LIGHT POLE (TYP.) \ \ E
I I I En
cc
L0
IO c/' a J .Q
P P P P P \ I m0
17.6' EXISTING PROPERTY LINE (TYP.) z °m
r
8-FT TYPE D BUFFER
I50.0' 50.0' 20-FT SIDE SETBACK
R 161.5' 1
30.0' � 30.0' I
v Q
46.0' R5.5'
15.0
o ' _ II
II BACK OF CURB TO I
E - � a a FOLLOW EXISTING I
� � � P I OUTLINE OF GRAVEL.
Digitally signed ��' SS;'°<.
x o 20.0' Jonathan g Y g moo. of� °ti.ti
24" STANDARD CURB y
O AND GUTTER (TYP.) by Jonathan Cory _ SEAL 9` -
• _
i L 14.0' v _
M w - I Cory George 042031
J R5.0 I ,
a
Date: 2023.10.19 ' "o F GIN
0
\ CONCRETE PLANT APPARATUS (TYP.) BACK OF CURB TO IGeorge 14:42:20 -04 00
FOLLOW EXISTING
o a a II
I OUTLINE OF GRAVEL.
- Z�
� \ 1
1 EX. UTILITY POLE Q Q Q
TO REMAIN
o a a /� a a
I
1OX7 SIGH10 LA O OO o a o
TRIA G E (TYP.)4 a a
a I a a
D SHELTON CONSTRUCTION
R20.0' SERVICES o
PIN: 5748-54-4855 I >
Z� DEED BK: 1245, PG: 999 1
ZONED: GI
� ° I 1
I 1 0
a
O a a Q o
Z R 198.0' -- I z
EXISTING EDGE OF 24"VALLEY,OURB AND
PAVEMENT (TYP.) 1 n R5.0' BACK OF CURB TO
GUTTER(TYP.) FOLLOW EXISTING I I Z W -q
a ---' OUTLINE OF GRAVEL. W CD
N
I I N o
Iom N R98.0' � ZZ
0-) m �� EXI TING FENCE (TYP.) LU � J
61.0' I 1 2W2
C PROPOSED STORMWATER U) Z Q
TREATMENT AREA 62.0 I 1 Q
Oo �
w LL �
z
o
PROPOSED TREE
LINE (TYP.)
1 � � I H
20-FT SIDE SETBACK I�
8-FT TYPE D BUFFER
J
EXISTING PROPER LINE (TYP.) Z
1 \ D&R ASSOCIATES \ \ Lu Q
1 1 GENERAL NOTES PIN: 5748-64-3585 J
J
DEED BK: 131, PG: 213 \ \ a
1. THERE ARE NO JURISDICTIONAL STREAMS OR WETLANDS LOCATED WITHIN THE PROJECT SITE. W
B 2. PRIOR TO CONSTRUCTION, ANY DISCREPANCIES BETWEEN THE CONSTRUCTION PLANS, SPECIFICATIONS, AND NOTES SHALL BE SITE DATA TABLE
BROUGHT TO THE DESIGN ENGINEER'S ATTENTION IMMEDIATELY.
ADDRESS 322 BETHEL CHURCH ROAD
LEGEND 3. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. MOCKSVILLE, NC 274028
CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR
NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE PIN # 5748-54-4855
cn
EXISTING IRON MON. pd WATER VALVE O
TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
c� 0 SET 5/8" REBAR O WELL OWNER FORSYTH REDI-MIX, INC.
IT (3 CALCULATED POINT -0 GUY WIRE 4. AS NECESSARY, ALL UTILITIES TO BE RELOCATED SHALL BE COORDINATED WITH UTILITY OWNER. 100 ANDERSON STREET
N
0 Q TRAVERSE STATION BOUNDARY LINE RURAL HALL, NC 27045
U ECONCRETE MONUMENT LINE NOT SURVEYED 5. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL PIPE, STRUCTURES, MIXES, ETC, TO ENGINEER FOR APPROVAL PRIOR TO ZONING GENERAL INDUSTRIAL (GI)
INSTALLATION. INSTALLATION OR ORDER OR MATERIALS WITHOUT SHOP DRAWING APPROVAL MAY RESULT IN REPLACEMENT AT
® PK NAIL —R/w—RIGHT OF WAY CONTRACTORS EXPENSE. SETBACKS FRONT-40 FT
Y � R/W MONUMENT — — — —EASEMENT SIDE - 20 FT SCALE:
9 R.R.SPIKE —P —OVERHEAD ELEC 6. NOT ALL PHASING ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT IS SHOWN ON THE PLANS. IT IS THE RESPONSIBILITY OF REAR - 50 FT 1 30�
0 0 STONE —E —UNDERGRD ELEC THE CONTRACTOR FOR THE EROSION AND SEDIMENT CONTROL MEASURES AND OTHER PHASING TO EVOLVE AS CONSTRUCTION
X ® WATER METER COMMENCES.
'� —w —WATER LINE LOT SIZE: 7.74 AC
DATE: Q
co SEWER CLEANOUT ss SEWER LINE DISTURBED AREA: 3.34 AC 1 0-1 (�-2023
a, 7. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL STANDARDS, INCLUDING PROVISIONS OF THE
(� SEWER MANHOLE —cns—GAS LINE MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION AND THE SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION ISSUED
Qp STORM MANHOLE —so —STORM LINE BY THE DEPARTMENT OF LABOR.
o FIRE HYDRANT - DITCH CNTRLINE DRAWN BY:
A UTILITY POLE — x —CHAIN LNK FNCE 8. CONTRACTOR SHALL OBTAIN A SOIL SAMPLE AND AMEND SOIL AS NECESSARY PRIOR TO PERMANENT SEEDING. ALL SEEDED AREAS J CG
SINGLE POLE SIGN SHALL BE SCARIFIED AT LEAST 4" DEEP, FERTILIZE AS PER SOIL SAMPLE RESULTS. 30 0 15 30 60
PROJECT NO.
N 9. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO REFLECT THE EXACT LOCATION OF ALL PIPING AND 6m%ii�
o STRUCTURES AND SHALL BE DELIVERED TO THE ENGINEER UPON PROJECT COMPLETION. FIELD ADJUSTMENTS SHALL BE SCALE: 1" - 30' 23-419
CN COORDINATED WITH ENGINEER PRIOR TO INSTALLATION.
USHEET NO.
10. CONSTRUCTION SITE SHALL BE KEPT CLEAN OF TRASH AND DEBRIS AT ALL TIMES.
C-2
1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8
Luch
Lu
Lu
CL #1 TOP 813.39 (n
- - _ _
\ EXISTING DRIVE EX TING DRIVE M M 0 z 1-
I I CL MH #2 TOP 811 .3 � -M
M M M M M MFm
z ¢ N
W0 ZCD
F _ - - - - - -- - - rVl- z CD
M_
I - --- - EX. LIGHT \ \ E Ian rvLr .T.,r. . M o
_ I _ �
E E -� --- � -E -E- - - E E E ---- - --� E - � � � E � M - o
\ \ cc Ll J m
� a o
F P P P-�-� P P P L p P P z - T \\ \ I J > m 0
TING�9PERTY� (TYP.) c \ I \ W z m
I - a
813 � \ / // 0
M H # -TOP- 808.80
INV.• 795.86
IT/C: 813.53 T/C: 812.91 T/C: 814.61 0 // `D� /Q"1 1
- B/C: 813.28B/C: 813.03 �.- 8-241_ B/C: 814.11 EX. SEWERT/C: . MANHOLE (TYP.p T/C: 812.78 I I I
J
\ \
I I I B/C: 812.28 \ � �1 / / / •
\ T/C. 812.70 812.56 \ LEANOUTS AS
1 I 813.19
B/C: 812.20 REQUIRED (TYP.) �� � � a 4 PVC
ARY1S °WMIN.
SERVIC / / \
I 1 813441 813 0
I � � T/C: 813.51 ;�
I \ B/C: 813.01 \ I I
E I � I 811.7181 BA4 �A CAR
ti
o� i
\ I J I Cb
812.57 U \ - - s13� - \ / / \ Jonatha Digitally signed oF ' Ss'Oti���
• �-� I II \ T/C: Iz
815.55 t C: 813.1 I I II I / b Jonathan _ SEAL
B/ 2.67 /C: 815.05
CONCRETE PLANT n Cory Cory George 042031 =--
Pr) w 811.49
\APPARATUS (TYP.)
813.02
I I I
I I
Date: 2023.10.19 N B/C: 2.52 14:43:01 -04'00',� � George c
814.18 0 N
SERVICES8- PIN: 5748-54-4855
I I
I \ DEED BK: 1245, PG: 994 I I
� II 814.43 � E�
(97, ZONE : GI \
I \ \
I \�s1a 8 .51 �'
J 14.36 co o a \ \
4.19
F r)00 00 co
\ �I
24" STANDARD CUR V I I \
I \ - AND GUTTER (TYP.) \
813.91 �O / I I \ z
813 72 1 �70 o
0 10.38 / I I
\ \ I 1Lu
I Y 1 I ,v I o 810.02 .A
811.6 I I I 1
\ 1 81 .23 T/C: 813.33 I I
I �
I \ �I B/C: 81283
I s, o
I A O
O� 0 1 T/ 10.54 / I I
-p 81 21co B/C. 8 .04 s12 I I \
EXISTING EDGE OF
PAVEMENT TYP. 1 I T/C: 810.47 811� 1 I
(TYP.) I�1 I B/C: 809.97= I j -q
809.3
8 s10
O / Z
\ 811.50 i I W o
I m II I 2 809.3 T/C. 810.26 N
1 rn = I T I I B/C: 809.76 / \ / / / I I I ( to U
fn I 810.1 PROPOSED STOR WATER \ I \ 1 Z Z
- r O� TREATMENT AREA \ / 00 -1\ o PROPOSED FENCE (TYP.)
( �877 (SEE DETAIL) / I I I LU to J
810 I � Lu
/ \ I fn Z Q
C \ I 0 I p o OUTLET PROTECTION > Q
1 ItgI \ m D50: CLASS B RIPRAP \ / I I I I
1
\ I \ 1.125-FT THICK ON I O o
I \
08.3 NON-WOVEN GEOT XTILE \ LL
1 E I LL
1 4 PVC PIPE
(MIRAFI 180N OR EQUAL) 350 LF @ 1.0% I I 1 z
80 °
0 D /4" PVC OULET: 801.
1 \ p LD I F
1-FT DEEP SUMP / / Z
\ \ \ I I I 4" PVC OUTLET j
I I
O INVERT: 804.8 M . 4'x4 Q
� -p I ' CLASS B RIPRAP,PAD
- --- - - _ - - - - - - -
TING PROPERTY LINE (TY� � --- - -- - � > - - - - - -- - - - - -- -" -/ �� J
/ \
\ - _ Lu
I -- -- -- - -----
-----
D&R ASSOCIATES- _- _ _
PIN: 5748-64-3585 - / Z
DEED BK: 131, PG: 213 Q
B GRADING NOTES: > Q
1. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED
TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. LEGEND
U
0 2. PRIOR TO INSTALLATION, ALL BACKFILL MATERIAL SHALL BE APPROVED BY THE ON-SITE GEOTECHNICAL • EXISTING IRON MON. pd WATER VALVE O
ENGINEER. IN GENERAL, ALL BACKFILL MATERIAL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, ® SET5/8" REBAR O WELL
VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID
cy) (D CALCULATED POINT GUY WIRE
o MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO Q TRAVERSE STATION BOUNDARY LINE
TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
U CONCRETE MONUMENT -LINE NOT SURVEYED
3. MATERIALS DEEMED BY THE GEOTECHNICAL ENGINEER OR OWNER'S REPRESENTATIVE AS UNSUITABLE ® PK NAIL -R/w-RIGHT OF WAY
Y SCALE:
FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. R/W MONUMENT - - - -EASEMENT
e R.R. SPIKE -a -OVERHEAD ELEC 1 " - 30'
4. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. O STONE -E -UNDERGRD ELEC
E ® WATER METER -w -WATER LINE DATE:
5. FILL MATERIAL WITHIN THE PIPE TRENCHES AND PIPE HAUNCHES SHALL BE THOROUGHLY COMPACTED TO 0 SEWER CLEANOUT
95 PERCENT OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE TOP ss SEWER LINE SEWER
TWELVE (12) INCHES SHALL BE COMPACTED TO 98 PERCENT STANDARD PROCTOR. ON-SITE QS SEWER MANHOLE cns-GAS LINE
L GEOTECHNICAL ENGINEER MAY MODIFY DENSITY REQUIREMENTS AS NECESSARY. OD STORM MANHOLE - so -STORM LINE DRAWN BY:
Li ^ FIRE HYDRANT DITCH CNTRLINE
rn
H 6. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE 101 UTILITY POLE - x -CHAIN LNK FNCE 30 0 15 30 60 J CG
HAS BEEN PLACED. SINGLE POLE SIGN
co
NO.
N
N 7. CONTRACTOR SHALL POSITIVE DRAINAGE THROUGHOUT THE SITE TOWARDS DRAINAGE STRUCTURES. NO SCALE: 1" - 30' 23-419
o BIRDBATHS IN CURB OR ASPHALT ALLOWED.
USHEET NO.
C-3
1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8
LuEncc
o Lu
— - - - — — — _ - - - - - - - - - — — — — — — — — — — — — - -
I I � N
I I I \
�
Lu
zEXISTING DRIVE EXSTING DRIVE — M
M M M M M — zQ FT
N
� ZMI
_XHt � E I (n � � N�
E _ oE E E E -E—
\ I OwJa
0
P P
E P P ? P LLI
m ° 3 P—� P FL TING PRO (TYP.) >
z °m 3
f)
EX
0 FL U)
SILT
/ —
I
-00
I I 1 I -0 v°
10 0 zz
Digitally signed N R
Jonathan by Jonathan �o cA/0o ,,i
_ ��SS�°tip
_ _
�O r'/ Cory George = SEAL
042031Date: 2023.10.19Geor e 0, 1?14:43:46 _
0ticNEI .
SHE ON CONSTRUCTI N �
\
SERVICES
I I I \ I \ \ = a \ PIN: 5748 4-4855 I I I
\ I \ \ \ D ED BK: 1245, PG: 99 I I I \
I / /
I
� I ZONED: GI
:2-- S E EXISTING GRAVEL AREA TO� \ \ �, � a
\ \ I I
I II \ \ I \ \ �
BE USED AS BASE COURSE \ \, I \ 1 I I I
1 I J o a° FOR CONCRETE PAVING
0 \ \ I I \ \ \ I
I ° ° oco-
� ° \ I \ I I I I I
1 0° ° °
�° l I -� W \ \ I I \ \
CONSI RUCTION ENTRANCE \ \
oc
� LD a / I I ) 1 I II \ z
o
EXISTING EDGE OF \ \ _
rPAVEMENT (TYP.) I I I I I I \ \ \ r SF / I � I I zW �
_ Luo
� ' z
� 04
o �
C 11 up o I °� / / / I � aa
1 1 I \ I / / I I I I wow
1 I � \
1 1 I \ CLEAR AND GRUB �� I I I 1 z
O
_j LD Lp=�
\ \ \ I I Ql a LD LD / \
�`— LD I I I H
\ 1 I I I —�
�I T FENCE OUTLET (TYP.) \ 4
1 \ / SILT FENCE (TYP.) � \ \ / \� Ql � I I Z Z
\\ \ I I a�s Sa►��►I� oFais Q, J a
\ —
\ — —
\ \ \ TING PROPERTY LINE (TY� -- � — — >_- --
—
\ /
-
-
\ 1 \ - - — — / —\ - - � \ \\ \ R ASSOCIATES / i
— _ - PIN: 5748-64-3585 — O Q
DEED BK: 131, PG: 213 V a
B � Z
O
LEGEND
IU TOTAL DISTURBED AREA = 3.34 AC O
EXISTING IRON MON. pd WATER VALVE O
CONSTRUCTION SEQUENCE Lu
MAINTENANCE NOTES ® SET5/8" REBAR O WELL
04 CALCULATED POINT -0 GUY WIRE
p PHASE 1: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 0 TRAVERSE STATION BOUNDARY LINE
1. OBTAIN EROSION CONTROL PERMIT FROM NC DEPARTMENT OF
U CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
i ENVIRONMENTAL QUALITY. �i CONCRETE MONUMENT LINE NOT SURVEYED
2. CONTACT NC811 AT LEAST 3 WORKING DAYS PRIOR COMMENCING RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ® PK NAIL —R/w—RIGHT OF WAY SCALE:
U) ONCE EVERY WEEK. ANY REQUIRED REPAIRS SHALL BE
CONSTRUCTION. COMPLETED IMMEDIATELY. ❑X R/W MONUMENT — — — —EASEMENT 1 ��J
91 — A 01
0 3. FLAG LIMITS OF DISTURBANCE AND INSTALL CONSTRUCTION SAFETY FENCE e R.R.SPIKE —P —OVERHEAD ELEC
AROUND PERIMETER OF SITE NOT TO RECEIVE TRAFFIC. 2. SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE Q STONE e
x — —UNDERGRDELEC
4. INSTALL RAIN GAGE AND JOB BOX. LOCATE PERMIT, APPROVED CONSTRUCTION DATE:
WEEKLY AND AFTER EVERY RAINFALL. REPAIRS SHALL BE
DRAWINGS AND INSPECTION RECORDS INSIDE BOX. ® WATER METER —w —WATER LINE
5. INSTALL CONSTRUCTION ENTRANCE. MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE SEWER CLEANOUT 10-18-2023
REMOVED AS NEEDED. ss—SEWER LINE
6. INSTALL SILT FENCE ALONG PERIMETER AS SHOWN. LOCATE SILT FENCE 0 SEWER MANHOLE
—cns—GAS LINE
In OUTLETS AT LOW POINT AS SHOWN. DISTURB ONLY AS MUCH AS AREA IS AS Qp STORM MANHOLE —SD —STORM LINE DRAWN BY:
A FIRE HYDRANT DITCH CNTRLINE J CG
� REQUIRE FOR SILT FENCE INSTALLATION.
7. CLEAR AND GRUB AREAS AS SHOWN. 10, UTILITY POLE — x —CHAIN LNK FNCE 30 0 15 30 60
M 8. UPON COMPLETION PROCEED TO PHASE 2. — SINGLE POLE SIGN
PROJECT NO.
N
No SCALE: 1" = 30' 23-419
N
USHEET NO.
C-4
1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8
LuEncc
o Lu
— - - - — — — _ - - - - - - - - - — — — — — — — — — — — — - -
I I I
zW Uu=
zEXISTING DRIVE EXSTING DRIVE — M
M M M M M — zQ
N
IFT
_XHt � E t (n � � N�
E \ E oE E E E E O �Ja
0
P mP P _ ? P P ° 3
EP P —�FL
TINQPERTY� (TYP.) \ \ I LLI
z Om 3
I V I
. . ........ r
— I a
F a s —SF L�—�F— F \ \ / / �"� I / D
vo
vo
vo
I -LO
/
CO CO
Digitally signed
Y : OQ'oFEssio�!�'\
Jonathan b gJon than 'zSEAL
I II \ \ \ \ I I I _
I I \ I I I I Cory Cory George _ 042031 -
I Date: 2023.10.19
�z I \ v- / I �/ 'vim '•LNG E��'' Q���
I I 874 \ \` \ 8� \ SHELTON CONSTRUCTI N I I I I / / George 14:44:28-04'00'
\ I I I CONC ETE WA HOUT (T P.) \ \ v SERVICES
I
� v tO\ a \ PIN: 5748- 44855 DEED BK: 1245, PG: 99 I
I � ZONED: GI I I
- E E a,Lp
A A \
J 814
1 I
��t5
oQ 0
\ o ' o , 0o C NSTRUCTION I ENTRANCE
$�
00 v I \ \ \ I I \
I I I \
a / I I ) 1 II z
w
I CO
o
v I 1 I v I \ C)
I I I?
\ \ 81 �
EXISTING EDGE OF I I \ F
PAVEMENT (TYP.) I I \ s11 SF Q1
810 0 I I ZWQ
8 I W p
'� \ II \ � �
om I v / II V l zz
0
1 I 817 Luc
_ w
1 \I St) 2" SKIMMER WITH 1" 0 ORIFICE = W810 I \ I \ I
ATTACHED TO 4" PVC OUTLET \ / U) z Q
\ I (7 I 00
PIPELL
1
z
LQ
LD
I
L�� LD
LD —J-- LD I \ I I H
Z z
\ o \ \ —� I a
\ \ I I is — Asa,l�lll� o
--- —
\ \ \ TING PROPERTY LINE (TYPE — --- _ -------- ------- _------ -------------- -- — —_ l —� a.
_ -
------
--
--------- -----------
Lu
\ / —
\ _
_ . —
II D&R ASSOCIATES / — \ \ \ \ \ J Z
/ PIN: 5748-64-3585� 0Q
DEED BK: 131, PG: 213 > V a
B � Z
O
LEGEND
IU TOTAL DISTURBED AREA = 3.34 AC O
EXISTING IRON MON. pa WATER VALVE O
v CONSTRUCTION SEQUENCE ® SET5/8" REBAR O WELL Lu
N MAINTENANCE NOTES (& CALCULATED POINT -0 GUYWIRE
c) Q TRAVERSE STATION BOUNDARY LINE
Q PHASE 2:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 1. INSTALL STORMWATER TREATMENT STRUCTURE, OUTLET PIPE, AND CONCRETE MONUMENT LINE NOT SURVEYED
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY OUTLET PROTECTION. INSTALL TEMPORARY SKIMMER DEVICE TO ® PK NAIL —R/w—RIGHT OF WAY SCALE:
RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN OUTLET PIPE. 0 R/W MONUMENT — — — —EASEMENT
o ONCE EVERY WEEK. ANY REQUIRED REPAIRS SHALL BE 1 — 30'
� 2. BRING SITE TO FINISHED GRADE. 9 R.R.SPIKE —P —OVERHEAD ELEC
COMPLETED IMMEDIATELY. 3. INSTALL TEMPORARY SEEDING AS REQUIRED. STONE
x Q —
4. INSTALL CONCRETE PAVING AND STRUCTURES AS NECESSARY. E —UNDERGRDELEC
2. SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE 5. UPON COMPLETION, INSTALL FINAL LANDSCAPING AND PERMANENT ® WATER METER —w —WATER LINE DATE:
WEEKLY AND AFTER EVERY RAINFALL. REPAIRS SHALL BE SEEDING. O SEWER CLEANOUT ss—SEWER LINE 10-18-2023
MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE 6. OBTAIN APPROVAL FROM INSPECTOR AND ENGINEER PRIOR TO 0 SEWER MANHOLE
GAS LINE
o REMOVED AS NEEDED. —so —STORM LINE
REMOVAL OF EROSION CONTROL DEVICES. —cns—
Qp STORM MANHOLE DRAWN BY:
A FIRE HYDRANT DITCH CNTRLINE
JCG
10, UTILITY POLE x —CHAIN LNK FNCE 30 0 15 30 60
M — SINGLE POLE SIGN
PROJECT NO.
N
04
o SCALE: 1" = 30' 23-419
N
USHEET NO.
C-5
1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8
LuN
O -v OC
- - - - - - - _ - - - - - - - - - - - - - - - - - - - - w
N 0 ';
I I EXISTING DRIVE -M M I z`°
I I M M M M M M M M _ — — z v
ooM
F EX. LIGHT POLE (TYP.) M M N 1 o
E I g
0
° te a °
J .Q
P \ >_ m003
A_� EXISTING PROPERTY LINE (TYP.) z °m 3
EX a
I8-FT TYPE D BUFFE
cn
° / A 20-FT SIDE SETBACK
1 10
< <
� Ln
0 1
° o ° °
E ° ° °
�(N CARO4�
-o rPOLANT
w Digitally signed o .oFESS/o
Jonathan
O ° CONCRTUj (T�.) ° C by Jonathan _ SEAL° ° ��r�/ Cory George 042031
° ° m ° �° I Date: 2023.10.19 ';`off..FNG ���..
IN
z � 24 STANDARD CURB AND GUTTER (TYP.)
"fl O
I George 14:45:10 -04'00' �� .......
,y o °
° ° °
°
° ° ° a ° ° o
E E E ° °
I SHELTON CONSTRUCTION I I
SERVICES
PIN: 5748-54-4855
° ° ° ° DEED BK: 1245, PG: 999
10X7 S GHT O aa00 ° ° ZONED: GI
I � TRIA G E (TYP.
°
a ° o
° ° ° ° ° I 1 w
11 °ow ° ° °
°
X. 1 w
°
z zn
° ° I z
I a � -o ° a ° ° 1
EXISTING EDGE OF I I I U
PAVEMENT (TYP.)
LO
LU
) I ° ° z � N
° ° ° ° 1 I X � v
o --A0 O Z
T �O EXI TING FENCE (TYP.) a ° LU N Q
C I 2W2
I 1 � o _j
I � n I o o I I I � a �
C
LL
Oct I 1 SERVE AS BUFFERTAOLONOG z
C� SIDES AND REAR OF
❑ o 0 0
PROPERTY AWAY FROM
�o DEVELOPMENT.
o I I
1 � Z
20-FT SIDE SETBACK
I� J z
0 8-FT TYPE D BUFFER —
EXISTING PROPERTY LINE (TYP.) � J
1 � D&R ASSOCIATES W a
I
-0 PIN: 5748-64-3585 EXISTING VEGETATION TO BE \ \ J aDEED BK: 131, PG: 213 SUPPLEMENTED AS REQUIRED FOR
I BUFFER. \ \
cn
B > 0
z
PLANT SCHEDULE LEGEND J
V
J LARGE TREE QTY COMMON NAME BOTANICAL NAME CONT CAL HEIGHT 0') EXISTING IRON MON. pd WATER VALVE O
I 11 SCARLET OAK QUERCUS COCCINEA - 2"MIN. 10' MIN. 0 SET 5/8" REBAR WELL
0
4 CALCULATED POINT -0 GUY WIRE
0 Q SMALL TREE QTY COMMON NAME BOTANICAL NAME CONT CAL HEIGHT Q TRAVERSE STATION BOUNDARY LINE
U LINE NOT SURVEYED
23 EASTERN REDBUD CERCIS CANADENSIS - 1.5"MIN. 6- MIN. CONCRETE MONUMENT
® PK NAIL —R/w—RIGHT OF WAY SCALE:
R/W MONUMENT — — — —EASEMENT 1 �� — 30�
0
0 SHRUBS QTY COMMON NAME BOTANICAL NAME FORM HEIGHT EXPOSURE e R.R.SPIKE —P —OVERHEAD ELEC
X Q STONE —E —UNDERGRDELEC
16 FLAME AZELEA RHODODENDRON ROUNDED 3-5 FT SEMI SHADE ® WATER METER —W —WATER LINE CALENDULACEUM SEWER CLEANOUT ss SEWER LINE 1 0—1 8-2023
0 SEWER MANHOLE —cns—GAS LINE
L 4 PIEDMONT AZELEA RHODODENDRON ROUNDED 3-5 FT SEMI SHADE Qp STORM MANHOLE —SD —STORM LINE DRAWN BY:
A FIRE HYDRANT DITCH CNTRLINE
JCG
10, UTILITY POLE x —CHAIN LNK FNCE 30 0 15 30 60
M —� SINGLE POLE SIGN
PROJECT NO.
N
04
o SCALE: 1" = 30' 23-419
N
USHEET NO.
C-6
1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8
ucn
w
I
z
V I- z r--
I 'T Fz Z N
W � ¢ �
(j
Z (0
CO I • 0M
24" VALLEY CURB _ o2 Cn E
2
LL J_ N
J
0 a0
w a
I m �
-� % SLOPE W z o
1
— > m
o
a
809.3
I
I
0 I 809 809 809 809 �J
I808 808 808 808
I
E 807 807 807 807
I
pARp
I806 806 806 806 ZO 0FE /Oti 7
32.0' _ �� SEAL 9�
I = _042031
I 805 805 805 805
i
804 804 804 804 -------
I
rn
0
00
803 803 803 803 R Jonathan Digitally signed
I LOCATION P by Jonathan
802 802 802 802 I 15.0' Cory Cory George
Date: 2023.10.19
I62.0' 59.0' TOP OF CONCRETE: 809.3 George 14:45:50 -04'00'
I
D FOREBAY INVERT: 801.3 z
I 801.3
14.0' L
>
w
I
WEIR OUTLET
I INVERT: 808.3 � OUTLET PROTECTION
D50: CLASS B RIPRAP w
1.125-FT THICK ON Q
I 8.0 NON-WOVEN GEOTEXTILE
(MIRAFI 180N OR EQUAL)
I FLOW PATH (TYP.) o
z
IINVERT: 801.3
Lp
31.0' Z W o
ti
INVE TED OUTL T N Z
Z
0
4"PVC @ 1.0% Q
0 J
30.0'
C
I Oo �
INVERT: 801.3
W I.L T
z
INVERT: 801.3 O
14.0' 14.0' 14.0' 14.0' F Q
z a
Q W
76.0' - DEEP SU
a
W v
B TREATMENT STRUCTURE PLAN VIEW
ill 5'
uu
LEGEND 2
V �
U) 9 EXISTING IRON MON. pd WATER VALVE O Q
6 ® SET 5/8" REBAR O WELL W
c•%) CALCULATED POINT GUY WIRE
N
'p Q TRAVERSE STATION BOUNDARY LINE
U CONCRETE MONUMENT LINE NOT SURVEYED
i
® PK NAIL —R/W RIGHT OF WAY
—
Y R/W MONUMENT — — — —EASEMENT SCALE:
e R.R.SPIKE —P —OVERHEAD ELEC 1 " — 5'
0 STONE —E —UNDERGRD ELEC
25
® WATER METER —w —WATER LINE DATE:
Q SEWER CLEANOUT ss SEWER LINE 10-18-2023
S SEWER MANHOLE cns—GAS LINE
T
L
p STORM MANHOLE — so —STORM LINE
DRAWN BY:
li ^ FIRE HYDRANT
' H DITCH CNTRLINE
UTILITY POLE x —CHAIN LNK FNCE 5 0 2.5 5 10 JCG
—� SINGLE POLE SIGN
PROJECT NO.
c%)
N
o SCALE: 1" = 5' 23-419
N
USHEET NO.
N
C-7
1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8
Ucn
cc
w
z0
N
VALLEY CURB z ~ Z 'q
FMzIN
�J U
CONCRETE TOP: 809.3 12.0 W O z M
F 4. 4 . . Z o= M
,. :. ° -
N � � E
—III III LL O ai
=i 1-111=111�11 1 I 1 I 1 I I I IIIIII _ 3.� I1 I _I 1=1 11=
1= 1= 1 111-III-_I (n a o
-i1 IIIIIIII 1 1 1 1 1 III-III; 0 W
-III-III 1 1 1 I 1 1 1 I' 1 I' 1 III I1= m °
'I-II I1—I II- 00
NORMAL WSE: 804.8 111'11=11f W U X
11 I I1=1I- \ Z IM
11=III III I- 1I 1I 1I 1I 1I SEDIMENT STORAGE: 803.3 1 1=III=
'I-Il�illl I�II I�II I�II I�II I�II I�II I�II I�IIII�I_III_ . ° I�II IIIIIIIIII /��� M a
INVERT: 801.3 III-1 1 11111I \\ \\ /13�\ IL
_ I I I IIIIII I-II�II I II II II 1 I�II I II II.�II I,I I II I���II II�II I_I��II�II�-I1 I Ii�IIi I1�-I1 I 1��II1 I1=II II I��II1�I=II II I1III1 1=II III1-II1 1-.I1I III�1-III1 11 I liIII1 1 I=I1 11 I I I-1 1 I I1 1 -11 '=11 ' 1 ' 1.v' .11 ' 11 ' 11 ' -1I1II' -1I1II' -1II' 1I1II' 1I1II' 1II' 1' �I1I1 ' 11 ' 11 ' 11 ' -IIII I I I I, 0 \ (n
II 11 = � �0
1 1 — — — —= = = = = =— —' - - - - )oo\
/
i1 II -III- 11III-III-1�1-1�11 11�11 11�11 11�11 11�11 11�11T11�11��1�11�11�11�11�11�11�11�11�11i 1211 #r> �/
1011
CHAMBER #1 FOREBAY II_ �`` O'' •
Ode
t
VALLEY CURB Ov w W w W � W W w y w i� OfaId
/
N.
CONCRETE - TOP: 809.3 w W W w i ✓ ' � '/ O ` R
4. .4 y w w w �. .......
_ 4 4 4
II=111 III — - 11-III w i all #�j. �/ �:' aFEssio4, y
= I= IIIIIIIIIIIII 101011-1 li I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 =_ 3• I11I1= \F 0/� _ -
'=I1=IIIIIIIIIIIIIIIIIIIIIII I-III = '• •� � � I III 11I11 � prive-1�own ��c0 e,e,� / _ SEAL =
- ;III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1= am for O - V� 042031 _
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 11-I 1 R r -
-111 II 111111=111=111=111=111=111=111=III =_ NORMAL WSE: 804.8 I11g 'II=III Glean Out
= _ III IIIIII-III =_ f 1- - i 11 i 0 .
•cc Q- C�
I I 4'G I N v__ Q'
1IIIIIIIIIIIIIIII _ 11 I 1111� � O #2 � / ,
it II-111 II IIIIIIIIIIIII II1111III SEDIMENT STORAGE: 803.3 1 =III= y
I=1 I=1 I=1 I=1 11=11011-11=1 1=1 I I =_ 1 1 11 i i Q
'II-III=III=IIIIIIIIIIIIIIIIIIIII-III =• • I IIII=III= � \
II III-III III III III 110101011- 1 1 I1=III III 11 prive-
pown
1-11 I II I II I II I II I II I II I II I II I II III I II 1I INVERT: 801.3 il= -III= for
1 1 1 1 1 1 1 111 111 111 111 111 11� 11� 11� 1 -III Ramp
1 II 1111=III=III=III=III=III=III=111=III=I I=I I=I I 4 a - - - - - - - - - -III=III=III= \ Glean Out /
111=111-=1I 1=1 1=1 I I I=111=111=11
� # . �
=1 I=1 i \\pf 1
I__I li I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1 I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I I;
e\ vA
�\ �e\
-1l llll III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III-III
=1 I i=1 11=1 I I-1 I I I�I I � prjV e_po�,.i •� ofO•
II III IIIIIIIIIIIIIII n
for
CHAMBERS #24 Reap Out
✓'o, w •Y •Y �Y W w •Y w
er �\ i Y y J� •Y �Y W�W .
EMERGENCY OUTLET \
� n
prive- for
1.0' out
w w w
D TOP: 809.3 Ramp w w w
Glean Ou
het
-iiII w w w w >
IIII _ w w
=1 1 1 8.0'
-11=I I I I II I II I-I I w w w I 1 1IT I1 11 11111 II_I 4" PVC INVERTED OUTLET - w
NORMAL WSE804.8 II
IIIIIIII o
Q
I III=III
- 1.25" 0 ORIFICE III IIIIIIII=
1 -III=1
INVERT: 801.3 0
-III 11 I,II II I I II I I I I = = z
-III1111 4 III=III=III=1 Digitally signed
=I 1 1 -1 -1 -1 -1 -•111-1 I-1 1-1 1-1 I-1 1-1 1-1 1-11�-11�-11�-11�-11�-11�-11�-11�-11�-11�-1 1-11�-11�-11�-11� 111-1 1-1 1-1 1- Jonathan
1 III II11 1 =11=11=11=11=11=11=11=11=11=1I-1I-II-IIII�I 1 -III-III-111-111-111-111-111-111-111-111-111-111-1 1 1 1 1 1 1 1 1 by Jonathan C o r
I-II I�I III I I I 1=1 I I I I I=III I I I=1 11=1 I I-I I I -�11I,,III=III1 I I I=1 11 I I 1 I I 1-I 11 I I 1=1 11 I I 1=1 11 I I 1=1 11-I 11=1
- I- .I 1=11�,,111= -I - -1 .IT=11� 1 IT 1 IT 1 IT 1 IT ITI=II
-III=III= -III=IIICory Lp
George Z W qt
_ wo
CHAMBER #5 CHAMBER DETAIL (NTS) Date: 2023.10.19 X � N
George 14:46:34 -04'00' I Z z
LU Cj) J
Wa
� o =
J
C � a �
0
L T
W
z
O
a J
a
O 4
Q
CONCRETE WALL 4 , a W
a d
0
4" PVC CAP WITH Uj
SCREW TYPE PLUG
a
• `: 12" min.
LU
a TOP = EL. 806.3
a — �
B ° 1.5-FT
t
TO DAYLIGHT
. a Z
INVERT = EL. 804.8 CW
c
4 ° 1.0-FT
0
° m. Q
c� BOTTOM = EL. 803.8 W
04
U
a�
Y 4"O PVC (SCH SCALE:
0 40) 4" PVC CAP WITH NTS
1 1.25"0 DRILLED ORIFICE
E DATE:
10-18-2023
cn
A INVERTED INTAKE OUTLET DETAIL DRAWN BY:
rn
NTS J CG
c%)
PROJECT NO.
N
M
N 23-419
SHEET NO.
N
U
C8
tl
1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8
ucn
w
w
z0
N
V I- Z r
z
� Z N
w U a (D
O Z CO(D
F z o co
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) V �- `/`�� '^ 2 2
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH I C/ YMM, �_ p Y
2" 12-14' 16' 24" 16" Z71 u. LL J a1
3" 14-16' 18' 32" 21" O -j d o
I j
fn
SPECIFIED BALL DIAMETER > z m
TYP. COLLAR
NOTES: NOTES: MIN. 2"HT. Ex
SPECIFIED BALL DIAMETER � a
C
1. SCARIFY ROOT MASS OF N
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. CONTAINERIZED PLANT MATERIAL. 2-3" LAYER OF 3-6" FROM ROOT BALL EDGE,
APPROVED MULCH BACKFLL AS SPECIFIED TOP OF BALL NATURAL SOIL LINE EFFECTIVE BALL DIAMETER
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 2. INSTALL CONTAINERIZED PLANTS AT AS DUG TOP OF BALL
FINSHED GRADE AS DUG
3• STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON 3/4" NYLON STRAP 2" MAXIMUM OF SOIL 6" SLIP KNOT MATH STOP KNOT.
REQUEST OF ARBORIST. 6" LARGER THAN TREE DIAMETER 3. TAMP PLANTING MIX FIRMLY
AS PIT IS FILLED AROUND COVERING ACCEPTABLE
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A ROOT CROWN To EACH PLANT BALL. NATURAL SOIL LINE UNACCEPTABLE SOIL
LEGAL MANNER. BE AT FINISH GRADE KEEP MULCH AWAY FROM
TRUNK 1" To 2" COVERING
a" HIGH /6" WIDE MAXIMUM 4. OMIT COLLAR AROUND EACH SHRUB
5. RESEED UNMULCHED, DISTURBED AREAS. BERM OUTSIDE OF ROOTBALL 4' MAXIMUM LAYER OF MULCH WHEN IRRIGATION SYSTEM IS PRESENT.
3 - 1%2"x18" WOOD STAKES 5. SOAK EACH PLANT BALL AND ROOT CROWN
WITH CENTERED 3/8" HOLE PIT IMMEDIATELY AFTER
DRIVEN IN LINE WITH STRAP INSTALLATION.
EQUALLY SPACED AROUND TREE FINISH GRADE ROOT GROWN
EtM1"r . v UNDISTURBED SOIL
�' #'� •";�:` ROOT BALL
REMOVE TYPICAL EXCESS SOIL- y:�'•Y+•`Y BACKFILL AS SPECIFIED \ O�•-✓
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION �:Q0
FROM ROOT CROWN 9`v
(AS DELIVERED) (AS DELIVERED) = SEAL =
REMOVE TOP 1/3 BURLAP UNDISTURBED SOIL - I -_
AND ANY NAILS/PINS, ETC. 042031 -
ROOT DIA. 12" /�vO2 �NGINE�� Q44/
VARIES
REMOVE TOP 1/3 OF WIRE NOTE:
BASKET WHERE PRESENT A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
RAISE PIT BOTTOM TO SET ROOT CROWN TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROUT BALL. (NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
INDIVIDUAL MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST ROOT FLARE DEPTHS
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
TREE PLANTING (FOR SINGLE AND MULTI-STEM TREES) 2 SMALL SHRUB/TREE PLANTING 3 CROWN, THESE TREES WILL BE REJECTED. (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS)
PARKING SPACE PAVEMENT MARKINGS NOTES: W2
SIGNAGE ® ® ® ® © © © © 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON END OF FLARED SECTION
ACCESSIBLE PARKING REQUIREMENTS (MUST NOT OBSTRUCT TO BE DESIGNED BY THE ENGINEER.
ACCESSIBLE ROUTE) ACCESSIBLE ROUTE
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
MINIMUM NUMBER MINIMUM NUMBER OF (SEE NOTE 2) OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
TOTAL PARKING SPACES OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
PROVIDED SPACES REQUIRED TO BE VAN ACCESSIBLE SEE STD. NO CULVERT HEIGHT.
50.09 FOR
1 TO 25 1 1 DIMENSIONS ® ® ® ® ® 3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
D 26 TO 50 2 1 SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
NOTE: SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
51 TO 75 3 1 ONE OUT OF EVERY APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. Z
-L- rj SIX (6) ACCESSIBLE O
76 TO 100 4 1 11 5' 8' 8' 8' g' 5' 8' SPACES, BUT NOT 4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM U)
LESS THAN ONE, IS WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 B o " B w
101 TO 150 5 1 REQUIRED TO BE VAN 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. J
151 TO 200 6 1 VAN VAN SECTION 1106.5 OF
1/2" RADIUS 6 1 -5 ACCESSIBLE, PER
ACCESSIBLE ACCESSIBLE NC STATE BUILDING 6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
I TION 3" RADIUS 201 TO 300 7 2 (OP SPACE
1) (OPTONSPACE
2) CODE CHANNEL SHALL NOT BE ALLOWED.
°� ° 301 TO 400 8 2 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON 1 w1 I MANI.. H
c. a WILL BE PERMITTED. END OF APRON 0
1/8" RADIUSJ 401 TO 500 9 2
a d °dd O © © 8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLAN
1.0 501 TO 1000 2% OF TOTAL 1 IN EVERY 6 PLACEMENT OF RIP RAP.
a.d .L ��
ACCESSIBLE SPACES
n
° :4 ° ,0 7 a ', m' d MUTCD 9. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
A. 20 PLUS 1 FOR 1 IN EVERY 6 VAN R7-8P MUTCD RESERVED MUST BE STABILIZED.
1001 AND OVER EACH 100 OVER 1000 ACCESSIBLE SPACES ACCESSIBLE 12"x6" NO R7-1 0 % SLOPE
2•0� PARKING 12"08" PARKING MUTCD
REFERENCE: SECTION 1106 OF NC BUILDING CODE R7-8
2'-0" STANDARD CURB AND GUTTER 2'-0" VALLEY CURB AND GUTTER RESERVED 12"x18" MIN.
MUTCD ANY OUTLET La W1 W2 *T d50 1' MIN. V LU
NOTES: PARKING R7-8 1'-6" FILTER FABRIC LAP Z
12"x18" TIME EW-100 14' 9.0' 9.0' 1.125' 0.5' (IF NEEDED) � � W CD. ALL ACCESSIBLE SIGNS (R7-8P, R7-8, R7-1) SHALL BE MOUNTED AT 7 ® ELEVATION >C P N
FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (PER MUTCD). N U
MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA
BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT OPTIONAL MAXIMUM
EXPECTED TO USE. ACCESIBLE Z
LOADING PENALTY 12"x9" ( 9 NATURAL GRADE O
ZONE SIGN $250 * d50 see fig 8.06 aft "NC SEDIMENT AND EROSION CONTROL MANUAL" W 2. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE os2o-s�.s dmax = 1.5 x d50 (n J
REQUIRED AT LOADING ZONE AREA. MAINTAIN MIN. 4' WIDE CONTINUOUS MAXIMUM T = 1.5 X dmax. III III W d/ a
PASSAGE. PENALTY T(min.)=10" "-+ RIP RAP - = W =
�� i c:w`ri _ _
$250 12'x9 �I :C,.Y.,.4;r.,::: I = -
3. VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 98-INCHES. H
C4. THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND 11 T (THICKNESS)=10" MIN. a a
DESIGN; REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA ACCESSIBLE PARKING AND
4 CURB AND GUTTER r DEPARTMENT OF TRANSPORTATION SUPPLEMENT AND NC BUILDING CODE NOTE: LAYER OF FILTER FABRIC LL O
rV1 FOR ADDITIONAL INFORMATION. S I G N AG E STANDARDS SECTION B-B z
RIPRAP APRON AT PIPE O U T FA L L S MINIMUM H=2/3 PIPE DIAMETER W
0
Z
Q
J
CL cl)
J_
w
1 . . . •° ° . d °•' � 8.0 INCHES CONCRETE
J
d ° ° w
<- 6.0 INCHES ABC STONE � w
B
COMPACTED SUBGRADE W
o �
_04
N
0
Q
U
i
SCALE:
NTS
X DATE:
•;= CONCRETE
10-18-2023
L DRAWN BY:
LL
A Jonathan Digitally signed JCG
by Jonathan
N Cory Cory George PROJECT NO.
M
N Date: 2023.10.19 23-419 0
14 George
14:47:17 -041001 SHEET NO.
C-9
1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8
Ucn
w
w
z0
N
V I- Z r
zZ N
W C) a �
Z CO
F . z Oco
NOTES: N g 2 E
C� 0 0
1. A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE iz 2 ai)
THE CONSTRUCTION SITE ONTO A PUBLIC STREET. STEEL POST s' MAX. STEEL POST O U7 D o
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. s cuss I OR 3 ��X. W °
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT � } WA$6FI0INCHE CF SS T \ 00
WIRE FIN= RIP-00P WIN w\ Z O 3
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL 4ANCHOR
FILTER FABRIC UPSTRCAM FACE / m
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. WOVEN FILTER FABRIC Cuss 1 ON 1 O
WMM FLIER FABRIC � rtr+ ' fIGaSKED STo d4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. FLOW SMOpE ,{(NCOCT tb f� �S7)
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. u,
II FLDw SKIRT; _
I I I II II I I� I� I—III—III—I I I I i I 1=1 1=1 1=1 1=1 1=1 I I—III—� -1 I—I �l EXCAVATE TRENCH 1
-III-111 1 11111111 1-1 -11-1 1 �1 1=III—I I—I �I I I' =III=�1
-I I -�11=III AND COMPACT
-iT BACKFILL
GENERAL NOTES:
50' MIN.
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
PUBLIC STREET MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
Noma. 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
EXISTING GROUND' MORE THAN 30 DAYS.
z SOIL STABILIZATION FABRIC 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL MAINTENANCE NOTES:
UNDER 2"-3" WASHED STONE TYPE
E1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY GENERAL `•CTLS: LIJUVMMMCE 'NOTES.
IMMEDIATELYOR HIS AGENT RAINFALL
50' MIN. 4. TURN SILT FENCE UP SLOPE AT ENDS. PROLONGED RAIN ALLLANY R PA R NEEDEDSHALL BE MADE I RING
IMMEDIATELY.Y 1 SEDIMENT FILTER OUTLET SHALL BE 15 INCHES HIGH 6UT NO 7AL ER THAN 18 INCHES. 1. FILTER OUTLETS SHMtL BIE INSPECTED M THE FINANCJAU.Y RESPONSIBLE PARTY OR
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS HIS AGENT WMEDUTELY ,AFTER EACH RAI?4FA L AND AT VAST DNLY DURING �N C!4Rp
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS REFER TO SWIM BUFFER 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END 2. CLASS I OR 2 RIP-RAP SHALL BE USED AND COVERED WITH PINCHES OF NCDOT /5 OR PROLONGED RAINFALL. urn' REPAIRS NEEDED SHALL BE "E RAmECATELY. \` �
H ( 157 WASHED STONE ON THE UPSI.OPE SIDE. \ F E S S/O •, i
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE 2. THE STONt SKULL BE REPLACED PROMPTLY AFTER ANY EVENT 7HAT HAS CLOGGED � �.�O
w ENVIRONMENTALLY SENSITIVE AREAS. FABRIC SHALL BE REPLACED PROMPTLY. J. POSTS SHALL BE NO MORE THAN 4 FEET APART. OR REMOVED TLOf
� SEAL
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. 4 SITE OUTLETS AT ANY POINT SMALL CONiCENTIRA7ED R-M ARE ANTICIPATED AND AT THE 3 SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE I/EIGET _ -
z (n HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN DAECTION OF -11E IN.,PEC10R. OF THE BAITRIER ANY SEDII+ElIT DEF'D".TTS RE> NW IN PLACE VIER THE STET - 042031 -
0 7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO PENCE OUTLET is REmOvED SHALL BE OR„MED TO CON17CR11 TO THE EkPSTKG = _-
i i J EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. THE EXISTING GRADE, PREPARED AND SEEDED. 5. CNE ACRE MARIVU[M DRAINAGE AREA PER OU'RFT. GRADE. PREPARED AND SEEDED.
m
IN
8. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
a_ AREAS OF CONCENTRATED FLOW.
-jam
STABILIZED CONSTRUCTION ENTRANCE 2 TEMPORARY SILT FENCE 3 SILT FENCE OUTLET
ARM ASSEMBLY ° GENTLE SLOPES STEEP SLOPES
°
100 Ibs/acre tall fescue
SEEDING 30 Ibs/acre Sericea lespedeza
"c" ENCLOSURE MIXTURE 80 Ibs/acre of tall fesue (unscarified after August 15) TEMPORARY SEEDING FOR WARM AND COOL SEASON
10 Ibs/acre Kobe lespedeza
WATER ENTRY UNIT
FALL: August 25 — October FALL: August 25 — October 15 EARLY SUMMER SEASON STEEP SLOPES 0 PERSPECTIVE VIEW Late winter: February 15 — April 15 Late winter: February 15 — April 15 v2
>
W
SEEDING To extend spring seeding into June, add To extend spring seeding into June, add
(9/ y/PVC VENT SCHEDULE 40 DATES acre acre of German millet 120 Ibs
15 Ibs/acre hulled Bermudagrass 15 Ibs/acre hulled Bermudagrass SEEDING 40 Ibs Rye rain
PVC END CAP PVC ELBOW PIPE PVC PIPE Overseeding of Kobe lespedeza over fall—seeded Overseeding of Kobe lespedeza over fall—seeded MIXTURE 80 Ibs/acre of tall fesue 80 Ibs/acre tall fesue w
tall fescue is very effective. tall fescue is very effective. a
0
WATER SURFACE May 1 — August 15 October 25 — December 30
SEEDING Apply lime and fertilizer per soil tests, or 4000 Apply lime and fertilizer per soil tests, or 4000
PVC END CAP AMENDMENTS Ibs/acre limestone and 1000 Ibs/acre 10-10-10 Ibs/acre limestone and 1000 Ibs/acre 10-10-10 0
fertilizer. fertilizer. SEEDING Refertilize if growth is not fully adequate. Between December 30 — February 15,
SCHEDULE 40
PVC PIPE PVC PIPE DATES add 50 Ibs acre of annual Kobe lespedeza.
1/2" HOLES IN Apply
/ equivalent A I 4000 Ibs acre straw ore Apply 4000 Ibs acre straw ore
PVC TEE UNDERSIDE RIFICE NOTE 1 pp y / q equivalent
V H In
PVC TEE hydroseeding. hydroseeding. LU
LATE Ground Cover-- Protective cover must be established on all disturbed areas within 21 calendar days after Z LU o
land disturbing activity is completed or has temporarily ceased. W ti
FLEXIBLE SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000 X N V
HOSE - NOTE 2 AMENDMENTS Ibs/acre limestone and 750 Ibs/acre 10-10-10 Ibs/acre limestone and 750 Ibs/acre 10-10-10 �_ Z Z
Graded slopes and fills--Protective cover must be established on all graded slopes and fills within 21 calendar days after fertilizer. fertilizer. 0 O J
a phase of grading is completed or has temporarily ceased. LU Cj) Q
= W =
C END VIEW FRONT VIEW U) Z Q
SEEDING SCHEDULE oo �
4 SKIMMER 5 SEED NG SCHEDULE 6 (SEASONAL) LU
O
Jonathan Digitally signed HCn
by Jonathan Z J
a
Cory Cory George Q H
J Date: 2023.10.19 W
a p
George 14:48:03 -041001
Uj o
J �
J ~
z
� O
g � v
O
V
Ch
o
O �
W
04
N
0
Q
0
i
ALE:
NTS
E DATE:
10-18-2023
L DRAWN BY:
`� A J CG
co PROJECT NO.
N
M
N 23-419
0
N
USHEET NO.
d C- 10
1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8
UJcc
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT L U
THE NCG01 CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER LU
1. Maintain vehicles and equipment to prevent discharge of fluids. o
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment.
activity being considered compliant with the Ground Stabilization and Materials Handling
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the
sections of the NCG01 Construction General Permit(Sections E and F,respectively). The project. Ar �� e� cm Z
permittee shall comply with the Erosion and Sediment Control plan approved by the Loor zzN4. Collect all spent fluids store in separate containers and properly dispose as 2 U Q v
delegated authority having jurisdiction.All details and specifications shown on this sheet LU �
Page 1 of 5 hazardous waste(recycle when possible). a p Z M
F may not apply depending on site conditions and the delegated authority having jurisdiction. rir�-•s °,,, i va.� a,o..o" Z co
DEMLR Monitoring Form Rev.07012020 5. Remove leaking vehicles and construction equipment from service until the problem mcr k
0
has been corrected. �__� ""�"'�' "Or°�"'a0 on'�1O1�B 0' '�" uuSECTION E:GROUND STABILIZATION ,,,o,,.o„� N o
v c si�en m nWiwMo<�w 0 U
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCGO10000 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products „. ,� , ,,,,.,..,,, J a)
Required Ground Stabilization Timeframes rieu SONFM SW SI,,,�,,,,E,==K e� ■.eesn�� v
AND SELF-INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1 to a recycling or disposal center that handles these materials. as��=wm=Kww"*v=
Stabilize within this """ O _J c °
�'a
many calendar BELOW GRADE WASHOUT STRUCTURE ABOVE GRABE VASHOUT STRl1CTl1RE W W 3
Site Area Description Timeframe variations m 3
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE > U 0 3
Land Quality or Local land disturbance z m
Project Name Program Project/Permit # 1. Never bury or burn waste. Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS EX 0
Date of Plan Expiration Date, swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes.
Approving Authority p p ) 1. Do not discharge concrete or cement slurry from the site.
Approval if applicable perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled, hardened concrete residue in accordance with local in
NCGO10000 Certificate of b High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an( ) g y g approved facility.
Date of COC Issuance 7 None
Coverage Number (HQW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
gp
(c) Slopes steeper than
If slopes are 10'or less in length and are from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within
Coverage under the NCGO10000 permit must be renewed annually, if issued after April 1, 2019 until Notice of Termination is filed and approved. 3:1 7 not steeper than 2:1, 14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
PART 1A: Rainfall Data PART 1 B: Phase(s) of the Plan length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
Rain Amount(inches) Check ALL applicable box(es)that apply to -7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
Daily Rainfall Required. If no rain, completed &current phases X (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
indicate with a "zero" Initial installation of erosion and sediment control measures Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
M -10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
Clearing and grubbing of existing ground cover be pumped out and removed from project.
FT -7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE
Completion of any grading that requires ground cover 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
E e Areas with slopes ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands.
W ( ) p can be shown that no other alternatives are reasonably available. At a minimum,
Completion of all land-disturbing activity, construction or development 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
flatter than 4:1
Th Permanent round cover sufficient to restrain erosion has been established there is zero slope waters unless no other alternatives are reasonably available. CA
9 spills or overflow. �� (N •.• R p�' �,
Note:After the permanent cessation of construction activities,an areas with temporary 3. Contain liquid wastes in a controlled area.
F p Y p Y 7. Locate washouts in an easily accessible area,on level ground and install a stone p •. 'FESS/0•...
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the �:'QO 'i' '•
Sat (Inspection Optional) practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. = 4Z SEAL 9r
Sun (Inspection Optional) activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location. - 042031 =
PORTABLE TOILETS v
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit 0 F EL ��
Are there any site or project conditions that limit 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural �' ' •NG I N��. 'OQ-
9 Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot
completion of inspection? v components when no longer functional. When utilizing alternative or proprietary � � �v
If yes, explain conditions and areas of site that were techniques in the table below: offset is not attainable, provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. III ilk
Inaccessible. Temporary Stabilization permanent stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout.
• Hydroseeding • Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
• Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed • Hydroseeding with properly operating unit.
Page 3 of 5 • Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
DEMLR Monitoring Form Rev. 07012020 • Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
PART 3A: EROSION AND SEDIMENTATION CONTROL MEASURES: Measures must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN 24 • Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably
HOURS OF A RAINFALL EVENT EQUAL TO OR GREATER THAN 1.0 INCH PER 24 HOUR PERIOD. Add rows as needed. accidental poisoning.
• Rolled erosion control products with grass seed available.
Erosion and Sedimentation Control Measures Date 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
Inspection Previous 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water
Inspected Describe Actions Needed POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile.
Date Action(s) or surface water. If a spill occurs,clean area immediately.
D Measure ID or Location and Description Reference(s) Operating Observed construction Corrective actions should be performed as soon as possible 1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible.
4. Do not stockpile these materials onsite.
Properly? and before the next storm event as ,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance 0
(Y/N) Corrected 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined 6)
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated >
HAZARDOUS AND TOXIC WASTE W
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
offsite.
NORTH CAROLI NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover i„.�'.� � ui
or surrounded by secondary containment structures. 5fl Environmental Quality Q
0
Report unanticipated bypasses, or non-compliance conditions that may endanger health or the environment, to the appropriate DEQ Regional Office NCGO 1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 On
via phone call or email within 24 hours of discovery. https://deg.nc.gov/contact/regionaI-offices z
PART 313: STORMWATER DISCHARGE OUTFALLS (SDOs): SDOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 HOURS OF A RAINFALL EVENT EQUAL TO OR GREATER THAN 1.0 INCH PER 24 HOUR PERIOD. Add rows as needed. H In
Stormwater Discharge Outfalls Inspected Date PART III PART III Z W Iq
g p Inspection Previous PART III SELF-INSPECTION,RECORDKEEPING AND REPORTING - W O
Any Visible Any Increase Any SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION RECORDKEEPING AND REPORTING N
Stormwater Date Action(s)
� X [-
Sedimentation in Stream Visible Any visible oil
Discharge Describe Actions Needed Observed � N U
in Streams, Turbidity Erosion sheen,floating or SECTION A:SELF-INSPECTION SECTION C:REPORTING
Outfall Corrective actions should be performed as soon as possible and as SECTION B:RECORDKEEPING Z Z
Wetlands or from below suspended solids or Self-inspections are required during normal business hours in accordance with the table 1.Occurrences that must be reported
ID or before the next storm event Corrected p q g 1. E&SC Plan Documentation 0 0
Outside Site Discharge? SDO? discoloration?(Y/N) below. When adverse weather or site conditions would cause the safetyof the inspection Permittees shall report the following occurrences: LU J
Location Limits? Y/N Y/N Y/N p The approved E&SC plan as well as any approved deviation shall be kept on the site. The p g W J
( personnel to be in jeopardy,the inspection may be delayed until the next business day on (a) Visible sediment deposition in a stream or wetland. � Q
approved E&SC plan must be kept up-to-date throughout the coverage under this permit. W
which it is safe to perform the inspection. In addition,when a storm event of equal to or 2 2
The following items pertaining to the E&SC plan shall be documented in the manner p
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be J
C described: (b) Oil spills if: U) z
performed upon the commencement of the next business day. Any time when inspections � Q Q
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more,
O �
• They are less than 25 gallons but cannot be cleaned up within 24 hours, Q O
Item to Document Documentation Requirements 13� LL
Frequency • They cause sheen on surface waters(regardless of volume),or W
(a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy Z
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters(regardless of volume). 3:business haurs) 0
(1)Rain gauge Daily Daily rainfall amounts. locations,dimensions and relative elevations and sign an inspection report that lists each
maintained in If no daily rain gauge observations are made during weekend or shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC
good working holiday periods, and no individual-day rainfall information is Plan. This documentation is required upon the (a) Releases of hazardous substances in excess of reportable quantities under Section 311
order available, record the cumulative rain measurement for those un- initial installation of the E&SC Measures or if of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
attended days (and this will determine if a site inspection is the E&SC Measures are modified after initial (Ref:40 CFR 302.4)or G.S.143-215.85.
needed). Days on which no rainfall occurred shall be recorded as installation.
"zero." The permittee may use another rain-monitoring device
approved bythe Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses. Z
(2) F&SC At least once per 1. Identification of the measures inspected, Plan or complete,date and sign an inspection
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the
and within 24 3. Name of the person performing the inspection,hours of a rain 4. Indication of whether the measures were operating construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC environment.
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC Plan or complete,date and sign an inspection ♦�//��
6. Description,evidence,and date of corrective actions taken. Plan. report to indicate compliance with approved V♦
Page 4 of 5 (3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, 2.Reporting Timeframes and Other Requirements
g d i
discharge 7calendar days 2. Date and time of the inspection, grouncoverspecfications.
DEMLR Monitoring Form Rev. 07012020 outfalls(SDOs) and within 24 3. Name of the person performing the inspection, After a permittee becomes aware of an occurrence that must be reported, he shall contact
(d) The maintenance and repair complete,date and sign an inspection report.
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil the appropriate Division regional office within the timeframes and in accordance with the L
g
requirements for all E&SC Measures
event>1.0 inch in sheen,floating or suspended solids or discoloration, other requirements listed below. Occurrences outside normal business hours may also be O
PART 3C: GROUND STABILIZATION: Must be recorded, at a minimum, after each phase. Add rows as needed. have been performed.
24 hours 5. Indication of visible sediment leaving the site, reported to the Division's Emergency Response personnel at(800)662-7956,(800)
Site area description and location where Time Have Temporary Is Ground Date 6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC 858-0368 or(919)733-3300. LL
construction activities have temporarily Limit for stabilization or Cover Original Previous (4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC Measures. Plan or complete,date and sign an inspection
Describe Actions Needed site 7calendardays of the following shall be made:
or permanently ceased Ground measures Permanent Sufficient Inspection Action(s) report to indicate the completion of the r
Corrective actions should be performed as and within 24 1. Actions taken to clean up or stabilize the sediment that has left Illllllllllll� O
Cover been Stabilization to Restrain Date Observed corrective action.
� � soon as possible and before the next hours of a rain the site limits, Occurrence Reporting Timeframes(After Discovery)and Other Requirements
B (see table installed? (T/P) Erosion? as event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and (a)Visible sediment • Within 24 hours,an oral or electronic notification.
below) (Y/N) (Y/N storm event Corrected 24 hours 3. An explanation as to the actions taken to control future
deposition in a • Within 7calendar days,a report that contains a description of the
releases. 2.Additional Documentation V
stream or wetland sediment and actions taken to address the cause of the deposition.
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a
In addition to the E&SC Plan documents above,the following items shall be kept on the Division staff may waive the requirement for a written report on a Z
wetlands onsRe 7calendar days stream has visible increased turbidity from the construction site y qp
or offsite and within 24 activity,then a record of the following shall be made: case-by-case basis.
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours,unless the e If the stream is named on the NC 303(d)list as impaired for sediment-
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division Division provides a site-specific exemption based on unique site conditions that make this related causes,the permittee may be required to perform additional
24 hours Regional Office per Part III,section C,Item(2)(a)of this permit requirement not practical: monitoring,inspections or apply more stringent practices if staff
Cl of this permit. determine that additional requirements are needed to assure compliance
O
(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 (a) This general permit as well as the certificate of coverage,after It IS received. with the federal or state impaired waters conditions.
measures drainage facilities,completion of all land-disturbing (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
co GROUND STABILIZATION TIMEFRAMES activity,construction or redevelopment,permanent release of shall include information about the date,time,nature,volume and
N y. P P (b) Records of inspections made during the previous 30 days. The permittee shall record
o Site Area Description Stabilization Timeframe Variations ground cover). hazardous location of the spill or release.
p the required observations on the Inspection Record Form provided by the Division or p�
Q Perimeter dikes, swales and slopes 7 Days None 2. Documentation that the required ground stabilization substances per Item
U p measures have been provided within the required a similar inspection form that includes all the required elements. Use of 1(h)-(c)above
High Quality Water HQW Zones 7 Days None timeframe or an assurance that they will be provided as electronically-available records in lieu of the required paper copies will be allowed if
soon as possible. (c)Anticipated • A report at least ten days before the date of the bypass,if possible.
Slopes Steeper than 3:1 7 Days 7 days for perimeter dikes, swales, slopes and HWQ zones shown to provide equal access and utility as the hard-copy records. bypasses[ao CFR The report shall include an evaluation of the anticipated quality and SCALE:
14 days for slopes 10 ft or less in length and not steeper than 2:1 122.41(m)(3)] effect of the bypass.
o NOTE:The rain inspection resets the required 7 calendar day inspection requirement. (c) All data used to complete the Notice of Intent and older inspection records shall be
0 10 days for Falls Lake Watershed (d)Unanticipated Within 24 hours,an oral or electronic notification. N TS
Slopes 3:1 to 4:1 14 Days 7 days for perimeter dikes, swales, slopes and HWQ zones bypasses maintained for a period of three years after project completion and made available b asses[40 CFR Within 7calendar days,a report that includes an evaluation of the
x 7 days for slopes greater than 50 ft in length upon request. [40 CFR 122.41] 122.41(m)(3)] quality and effect of the bypass. DATE:
E (e)Noncompliance • Within 24 hours,an oral or electronic notification.
10 days for Falls Lake Watershed with the conditions • Within 7calendar days,a report that contains a description of the
(D All other areas with slopes flatter than 4:1 14 Days 7 days for perimeter dikes, swales, slopes and HWQ zones 10-18-2023
W p y y p p of this permit that noncompliance,and its causes;the period of noncompliance,
10 da s for Falls Lake Watershed 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 DRAWN BY:
environment[40 continue;and steps taken or planned to reduce,eliminate,and
LL n CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6). I
rl CG
• Division staff may waive the requirement for a written report on a �J
Dig y signe y
case-by-case basis.
co Jonathan ., n_
N Jonathan Cory :k;�-_ _,�;„ PROJECT NO.
co I`. I'
NORTH CAROLINA 23-419
y q . f'Environmental Quality N y
0
O r George
George Date: 2023 14:48:55 -0400'0 NCGO 1 SELF-INSPECTION� RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 SHEET NO.
��
- 11
d
1 2 3 4 5 6 7 8