NCC215756_Site Plan or Location Map_20211015

DUKE
ENERGY.S%
PROGRESS
(j7ARNER VNFHITE OAK 230KV SVBSTATION
BANK 192 ADDITION
2130 AC KE RMAN ROAD, GARNER N C 27:2%05
PROJECT INFORMATION
LANDOWNER
DUKE ENERGY PROGRESS, LLC (DEP)
411 FAYETTEVILLE STREET
RALEIGH, NC 27601
919.546.6123
DEP PROJECT MANAGER
DUKE ENERGY PROGRESS, LLC (DEP)
ROBERT SWIATKOWSKI
PROJECT MANAGER — CAROLINA EAST
919.930.2808
DEP PROJECT ENGINEER
DUKE ENERGY PROGRESS, LLC (DEP)
BRIAN LOWTHER, PE
SENIOR ENGINEER -TRANSMISSION
919.546.7169
ENGINEER
APPIAN CONSULTING ENGINEERS, PA
DAVID C. REVOIR, PE
PO BOX 7966
ROCKY MOUNT, NC 27804
252.972.7703
SURVEYOR
ESP ASSOCIATES, INC.
JOHN SCOVILLE, PLS
704.382.6658
EXISTING USE
SUBSTATION
PROPOSED USE
SUBSTATION
EXISTING BUILDING
-
PROPOSED BUILDING
-
PARCEL ID
1629-58-2686
MAP BOOK AND PAGE NUMBER
PB 2004 PG 1489
DEED BOOK AND PAGE NUMBER
DB 8757 PG 213
SITE ZONING
R-40
TOTAL ACREAGE
10.59 AC
ACREAGE OF LAND TO BE DISTURBED
7.8 AC±
EXISTING IMPERVIOUS AREA
0.28 AC
PROPOSED IMPERVIOUS AREA
0.46 AC±
POST DEVELOPED IMPERVIOUS AREA
0.73 AC±
(TOTAL) (6.9%)
RIVER BASIN
NEUSE
INFRASTRUCTURE INSPECTION TABLE
Garner Engineering
Linear footage of Public Streets: N/A
Linear footage of Public Sidewalks: N/A
Number of Stormwater Control Measures (SCM's): N/A
Citv of Raleieh Public Utilities
Linear footage of Public Watermain (by size):
N/A
Linear footage of Public Sewermain (by size):
N/A
Linear footage of Private Watermain (by size):
N/A
Linear footage of Private Sewermain (by size):
N/A
Number of Water Stubs/Ties:
N/A
Number of Water Meter(s) for Domestic (by size):
N/A
Number of Water Mater(s) for Irrigation size):
N/A
Number of Sewer Services (by size):
N/A
TOWN OF GARNER STANDARD NOTES
Last Revised 516121
1. Contact the North Carolina One Call Center prior to doing any digging. 1-800-632-4949.
2. Please contact Town of Garner Engineering inspector at [e-mail] to schedule a
Pre -Construction Meeting prior to obtaining building permits for this plan.
3. All construction shall be in accordance with Town of Garner, City of Raleigh, and/or NCDOT standards
and specifications as applicable.
4. All slopes to be vegetated with grass shall be a maximum of 3:1.
LATITUDE: -78° 34'40053"
LONGITUDE: 350 40'08099"
Wake County
STATE HAP
NOT TO SCALE
TIMBER DRIVE EAS
VU(CUaU4 U MAU
NOT TO SCALE
;I
NORTH
Cary
Farquay-Varina
98 f**-Wake Forest
ZY401 RolesvilleWake
County
Zebulon
0---Knightdale
Raleigh
00,
401 I 40
Project Site
COUNTY MAP
NOT TO SCALE
DIRECTIONS TO THE SITE:
From 1-40 Northbound, take exit 312 then continue west for 1.6 Miles.
Turn left onto Cornwallis Rd. for 2.2 Miles. Continue to White Oak Rd. for 2.7 Miles.
Turn left onto Hebron Church Rd., then turn right on Ackerman Rd.
Continue for 750 ft., the destination is on the left.
VICINITY MAP
NOT TO SCALE
ATTE'1'TfOi'1CONTRACTORS
The Consfruawn Confrartarresponsiblc Ibr the extension of water.
sewer, andr r.usc, as approved in these plans, is respoosiblc for
canineang the Public Utilities Department at (9191 996.4540 at
Icast raven. faw hors prior to bcginning any of their construction -
Failure to notih both City Delmrimenir in advance ofbeginning
construction, will result in the issuance of manefary finer. and require
reinstallation orany water or sewer facilities not inspected as a result
orthis notification failure.
Failure to call for lnspecfion. Install a Daumsfmam Plug, have
Pcrnriued Plan.r on the Joh.rife, or any other Y7olnfian or Ci{r of
Raleip,h Standard., will result in a Fine and Pnsrible Fsclusian from
fir lure work in the Cih'ofRaleigh.
SHEET INDEX
COVER SHEET
79227
SHT
1
OF
27
TOPOGRAPHIC SURVEY (BY OTHERS)
79227
SHT
2
OF
27
OVERALL DEMOLITION PLAN (NORTH)
79227
SHT
3
OF
27
OVERALL DEMOLITION PLAN (SOUTH)
79227
SHT
4
OF
27
OVERALL SITE PLAN (NORTH)
79227
SHT
5
OF
27
OVERALL SITE PLAN (SOUTH)
79227
SHT
6
OF
27
OVERALL GRADING AND DRAINAGE PLAN (NORTH)
79227
SHT
7
OF
27
OVERALL GRADING AND DRAINAGE PLAN (SOUTH)
79227
SHT
8
OF
27
OVERALL EROSION AND SEDIMENTATION CONTROL PLAN (NORTH)
79227
SHT
9
OF
27
OVERALL EROSION AND SEDIMENTATION CONTROL PLAN (SOUTH)
79227
SHT
10
OF
27
EROSION AND SEDIMENTATION CONTROL PLAN PHASE I (NORTH)
79227
SHT
11
OF
27
EROSION AND SEDIMENTATION CONTROL PLAN PHASE I (MIDDLE)
79227
SHT
12
OF
27
EROSION AND SEDIMENTATION CONTROL PLAN PHASE I (SOUTH)
79227
SHT
13
OF
27
EROSION AND SEDIMENTATION CONTROL PLAN PHASE II (NORTH)
79227
SHT
14
OF
27
EROSION AND SEDIMENTATION CONTROL PLAN PHASE II (SOUTH)
79227
SHT
15
OF
27
EROSION AND SEDIMENTATION CONTROL PLAN PHASE III (NORTH)
79227
SHT
16
OF
27
EROSION AND SEDIMENTATION CONTROL PLAN PHASE III (SOUTH)
79227
SHT
17
OF
27
EROSION AND SEDIMENTATION CONTROL PLAN PHASE IV (NORTH)
79227
SHT
18
OF
27
EROSION AND SEDIMENTATION CONTROL PLAN PHASE IV (SOUTH)
79227
SHT
19
OF
27
PAD CROSS SECTION LINE A - DETAILS
79227
SHT
20
OF
27
PAD CROSS SECTION LINE B
79227
SHT
21
OF
27
EROSION AND SEDIMENT CONTROL DETAILS
79227
SHT
22
OF
27
EROSION AND SEDIMENT CONTROL DETAILS
79227
SHT
23
OF
27
EROSION AND SEDIMENT CONTROL DETAILS
79227
SHT
24
OF
27
EROSION AND SEDIMENT CONTROL DETAILS
79227
SHT
25
OF
27
EROSION AND SEDIMENT CONTROL DETAILS
79227
SHT
26
OF
27
EROSION AND SEDIMENT CONTROL DETAILS
79227
SHT
27
OF
27
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opyngnT �v�l ppion Ionsui,ing=ngineers, r.-\. inese arawings nave peen preparea as instruments Or service Tor a pamicuiar site or uuiiaing improvement ana remains ,ne property Or Tne Lngineer Tor use unaer nis supervision. To reproaucTlon or oTner use is aiiowea winnouT nis permission.
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-_____ i /i /i //i �Y' /' // /' \\ / i i i i i / / - - '� o 0 0 0 --`-- WEST, TINA S -- \ ' - \ \\ \ '/
/ / / / / , / / / / / / �' �� WEST, RICHARD C �� v /
----------- I / , / / / I\/ / / � Vi ' i'_ ---- DBK 17721 PG 710 �� / v --- _ i�
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EROSION CONTROL NOTES - ALL PHASES / / �\ I - _- % ---' �, w w w w �} ,� _ � eKt i
Revised9/8/21 i I I l i i / \ __-i / i ' i/ 0 0 0 0 — -I 1p v�����"" o �,5! - 3 �f PFa� / -
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1. INC CONSTRUCTION GENERAL PERMIT (NCGOl): \ �,, / /, _ - _ - ! �% �� ���- -
a. Federal rules require that NCDEQ DEMLR receives a Notice of Intent (NOI) on each construction ��� ; ; / _ ) , , ,/�, � _ ���F � . --__ ; ,_--- -_-
vv v I I v / / � \��
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project and issue each construction project its own Certificate of Coverage COC . Both the NCDEQ v , / � - ��- � _ _ v v _ ----_-
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E&SC permit and COC must be obtained before and land disturbing activities occur. A co of the I i ��� , 0 0 �`� ° ����� �
v v /� �/_ i i / 0�\ i' r
_ '_ / N 1 p g copy _ �� v I v v ,, v � v v v �� y �" E
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approved E&SC permit, the Certificate of Coverage and a hard copy of the plan must be kept on site, �;11
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- yi ���� ��� - �� v
����/ vv vv vV vv vv v� i SIN: 1829592282 jib V _�' / oN v v v ,,
preferably in a permits box, and accessible during Inspection. , , - / _ _ - - / v A
_ e \ \\ SMITH, 1629\�v1 BARRY \ Yid` - _--------- \ ---
b. Contractor to refer to and follow instructions on the NCGO1 Ground Stabilization and Materials - \� vv vv SMITH, MARTHAvALCORN , I � %� �% E - - -- v� I -_'�
\ , ,I �i Fsa•i o v I v
v DBK 17721 PGvZ07 I I �� - - - - ,' v v vv I v
Handling plan sheet and the NCGO1 Inspection, Recordkeeping, and Reporting plan sheet. Contractor ��, %� - -
to follow notes on those NCG01 sheets or as shown on plans whichever is more strict. °' � �`�' ' �'" _------ ,
vv / v v v A \\ I i A /� q �� Q-� __ \ \v O \V aj A - __ `v I _ -
V A A ' iC�`/' //// A__ A '
2. Obtain co of approved permits prior to disturbing site. Retain co of all the following approved ---_ " / - A ' ,- _
copy Pp P P g copy g pp �\ \ use i— �' _)i ,� i i i''i-i/� v / ____r vi vI v v ---- --� -
permits on site: Contractor to install a permit box on site in a conspicuous place which should contain: ) _L_ - , �� _ �?oHN /It6�� v ,v / / - I I ___
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a. Set of complete construction plans t- _ �_ - _ ��� / ' ' ` V� I-11 v -- - -
` v ` v ��'" __ � 0 i �/ �` � v ` o ,y �i i '"
b. NCDEQ Erosion and Sedimentation Control Permit and Certificate of Coverage i 1, - ,� v / � � �� � _/_ _ v \ y ) ---__- / \ v
c. NPDES NCGO1 Inspection Log / se _ _ vvvv' - �� I / � --__ / \
p g I I I x pau -,r - ; . __"F _ , / l _ A
\ , / ./ { - i i v ( - / v v , -- 1 — / PIN: 1629585022
d. Self -Inspection Reports I ; / A ) "y, �_� �� a I/a I v / , v -- ---- � I
\ ' �� i / / �, /� LENNAR CAROLINAS LLC \
/ PIN: 16 95903, 2 V ' � ,v - / ,-, '� i i i'� - - / i / / / 1/ I / '' , > ' / � DBK 17CAR LI 2074 �I v I O v
e. Rain gauge I / / r ek �� e���i✓� o �o /__ pox v / �y I s I / --- v '
I / ANZEIsONE, ANGELA SMKTI-r\i i de ) _-- _ w v / / , / v / Iv v v _-,o __ < v v I __,
3. PRECONSTRUCTION CONFERENCE WILL BE REQUIRED WITH CONTRACTOR APPIAN AND DEP. A aNZEuoNE, DAMES w1ATTHEW �� -- - -- / �F � e/ e We ds , 1\-I I v - ` ' ----__ - l
/ [�BK 17721 PCB 704 i f �k ex STR 425 ) y ) /
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4. To notify of project startup, Contractor to call NCDEQ LQS 919.791.4200. Pre -Con may be requested at _ / �) g$> L �� o o , o _�v v
�__ / // �� A / /�/ / / -�7�-- I v vI _1 /�
NCDEQ option. All applicable E&S control must be maintained until a vigorous stand of permanent / / T 1 / ,?(, - _ "�i' ��� AccEss FOR RAISING Ex OHE _ I I I I /
/'' , i l/ � . I O��` I ice v F9% T� ! v,'�/ o / „ / � / v v v ' / I I �� / '
/ ' �I 2 �� ✓ i %� o/ , v A ��' /__�/ / / > LINES. EX GRASSED SURFACE TO V `� v v v' ' 1
ground cover is established. Any additional land disturbing activities outside limits of disturbance must be A. - �� ,-� ��- �F , Q _ v �i
PIN: 1629498284 X '- � 1� 6 �,'� - 7-I I e vI I, / / i/ , ' BE USED FOR ACCESS PATH (NO s `v v I / / v /11 /
addressed in a revised E&S control plan. POLKINGHORNE, STEPHEN R IN' )/ � �� �__ �i �e i i �- - I �, I iv, , , / f ' v / --- - v ---- I v
P �, , F y _ ex gra , GRADING, EARTHWORK, STONE, v - v '� /'
POLKINGHORNE, MELISSA / /y,�-��% j' �1 I en i �' % , Ili ' / / `�, I I/ / -- I \
/ v I ,e i F9 / I / J / / ETC., PROPOSED . NO LAND > / / / v
5. Contractor shall contact the 811 One Call Center for locations of existing utilities at least 72 hours prior to DBK ssls Pc s42.`-i' , e� �i v v 01 p°��% �o - /,II / I w w > > " I / I ( /
v ��e D i g 1 / }-- / - ��' , v � v / / / /DISTURBANCE ANTICIPATED. ANY < o ,\I ) ) , / I i i
beginning construction 1-800-632-4949 �- - f °� v edg GI- ' / _ _ I
--- v� �_ / -- /� _ 1
ii g ( )• e o,� i� vvex ��-'%�' , / / / /' -- �� ,/-� g� , i / // / DISTURBED GRASS TO BE SEEDED. --- v / p ` / / / , t v v / /,
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6. Contractor is to notify NCDEQ DEP and Appian at least 48 hours prior to starting work. Erosion control -1 / ex;�� j � � o � �t _/ "- - ,I '/ - \` , � TR 171�' T o \ / - ' I /I I / / / / \ 4 ---
�j y / ----
/ , " F �� �/� i �� n� i�' ex� sex e /' i 1 / / wv 3 v T v 3�� 1 / / / ,/ / -
is under the jurisdiction of NCDE Raleigh Regional Office. � e�' - /I__. /� - , / x v < /
1 Q g g / - �� �/ _ _ �I /
!i ✓ice �O __ v r _ . ) , / / / _ v o - _ u -�_ ) / 1 I / / / , ,
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7. This Erosion Control Plan generally consists of: __/ ) %;! - ' ' /" �-- �- - - ' ' ' ;------ _ _ - - -Y__ v \ > I I v
i v F ;;_ i / ,� i /l v � i v v ��,r---_- - --- - ' ' ' / / v v '�
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a. Phase I: Perimeter ESC Measures Clearing Grubbing / �/f I , A� _ --_ w w _-- - I � I , I !�
/ / i� / 9/ / / --� // v `vv ex woods 'J6 -- , / / / ' I -- _ -- --' 9�- , --- A / / / / / / /
b. Phase II: Grading and Temporary Fencing _�/ - '< 11 / / / / /' --- I _ , , ,
g p Y g � ii� - / �, / / , s ) / v
/ y �, / / / _ 2 _� Y_ I I / / I I v� --/ / I' I / / / vv -- -- -- ' --
c. Phase III: Stone and Permanent Fencing ! ! / v �6 ,--- .� �� _ _ _ _ _ _ _ _ _ _ _ _ u ' �/ v , '
� , P/ V � I A I _o - I , / / // / A ___/ , �- / 1 , /' / / ^ /
d. Phase IV: DEP Installation of Bank #2 Adjustments to Transmission Lines in ROW Energize Bank #2 _--- -�� ,/ ' / / / / // vI �' v'v 1 I --__ -
1 g / o N --
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v v �� N F --3d v _ " ,_-,, / / / � -I - v / / / /
/ / /, v I v / - / r / L p o /,/ ® _ ® v
Improvements to Existing Substation , /" - A , .--�- , , / / �/ � I I I v v�
i PIN: 629582686 C - -
1 vv i DUKE ENERGI�-RR_QGRESS ._ / i rl x e I ex. 6" hdpe w `� r; / p 1 p 1 i i / /
8. No clearing construction or land disturbance activity may begin on the site until all erosion and I/ ' c � _� -"' / , �� - - - - - 1 I -
I �I I, I 1 v V - D.BK. 8757 PG. 213 co / , / /'�- / SW 424-4 - - - - - - -� ` a / I 1 / / /
sedimentation control measures have been Installed in locations as shown on these plans. I / I, �' / RBK. 2004 PG. 1489 i -M \ ` /� / - �� �� ��- I �' i II O/ i i 1 // i j
�1 / SITE:TQ�539 , i , I =' `v ) - / / / I 1 iv � v / ---
9. Contractor shall NOT disturb any wetlands, buffers or streams. /� �� , �, _- - h �, / x I I v
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LAND UNIT:1186841-36-i _ n ,
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10. All construction debris shall be disposed of off -site in a state permitted landfill. I AREA:1o.585Act v I'-�`��___3��_--- \ I I ' / / // I , I ,,��"
a. Contractor shall remove all of the wood trees stumps and trash from the substation and access areas I 1 ,f ✓y� ��/' ' - / - �' I -- � \ ___ / <// /' I� I ' /
/ a o v / / / - I / �- /vvI v'/' I ) �� v v
' I /vie `, i ems, < - I / , _ _ --I w = - - I /,, ( II I ,�' v
including the cut and fill slopes, and erosion control areas and dispose of this material in a DEP I � -- -v / o O o o - 3HH- (\;' I
g p p / � _ _ - I o/
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approved and NCDEQ permitted landfill site. Grinding the wood, trees, stumps and roots with atub- - <, g5� �� ;� v; - I ��"
�'I ✓�/
/ - A l , ,
type grinder is acceptable but the resulting mulch shall be removed from the site %" '--:-.�.- ` :�. �.�.�.�. ` ' .�;. .�.--ti I II I vv `
.�. .-. _
� / , l A ex. /. 1
/ / / / 1 A A \v / ---' / ---' o m ��� �I / J '1 v I
I/ �/ A I / cemetery _ --- / o -� /� �\ I / / I I I / / I �I / v v/--- I I � 1 ,,
b. No trees, brush, stumps, mulch or trash shall be buried in the fill slopes or anywhere on the site. I I \ I I I I �-
/ ) A � 1; v v � I )
/ / �/ / I i_ ------ _ 101 �4 I I I c v I I ,,
11. STOCKPILE: Refer to stockpile management detail. Stabilize stockpile within the timeframes provided on / I / & , / I I ' I
v i �- / ; a� I w 3 n 3en :I I / ` `� ; I ; I �' `,
the NCG01 sheet and in accordance with the approved plan and any additional requirements. /, v v _- ' �, _ = Q II . ' ' ' I - -
v -_ / I / I- - -� , , 1 ��
/ !' . 1 ICI ) ) / > /
12. CONTRACTOR TO COORDINATE CLOSELY WITH DEP AND APPIAN DURING CONSTRUCTION. ANY AREA , /'' _---- I , ,I rt ; `, I ; 1
THAT IS NOT EXPECTED TO BE DISTURBED WITHIN 7 DAYS SHALL RECEIVE TEMPORARY SEEDING. f ' I ' I v / I I
13. All disturbed pervious areas (not receiving stone) shall be seeded and shall receive 4 inches of topsoil, V �- / / ' -��__ ,1 ; z--- ° SW 424-3 '! m q, I �- �� /
,_/ ,/ � �
k , _ _ ; w w g I I TOTAL AREA DISTURBED = 7.8 AC.
unless otherwise specified. Topsoil is to be placed and leveled by the Site Contractor. ;I _Vie' -i_ >, � , )
/� ___ ,-/< , / 34 / O O o o x
14. SEEDING: Refer to Stabilization Timeframe Table in Erosion Control Narrative. T___ _ - �_----__- , v v , , , F.0 I , I
I\ I / /�' / - 0j i" -- - - _ J i �` V lih --v 11 ' I A r i ' I l / A `- l ,
a. Vegetation shall be established on all disturbed areas within 7 or 14 days of completion of any phase Piny: 1`52�48§823 _ - / / ��� ���s -� -------- �, - �� vv , I / /-� ,
1 AR-'EAROLIN_AS LL'G _ ' ' ,td-' ,3� `' �`` � / v /
of grading activities or where construction will temporarily cease for more than 7-14 calendar days as v I / � _ `� ) � - _ I \ < �� I
g g p Y Y (----- DBK 17382 PG 20�4--- __---- _ 352 • -" I
I - / / ?I VIA/ / - / I I c� / ' V /
shown on Stabilization Timeframes Table). I ____�I -- ___-' ' - --� - "-_- - -- v v Iv , � - I -/ I I I ) I � I i ? LOD LODE
�_" ,' ` --- ; / ,, ,- d3' _244__- A IVvv i i ex gross/ - v `v i t i / o vv t , ",
b. Permanently seed areas that will not be re -disturbed. DO NOT ALLOW ANY DISTURBED AREAS TO ---' ,/"\ ,-- ---- '// ,-34�5 -'- �� \\ \\ �M\ / / - \\ I I \ > I `n
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-- " - �-�CSF SF—t'
REMAIN DISTURBED ANY LONGER THAN NECESSARY and do not remove protection devices until /'" -_ �-r ,,'� // ,'' - -- - ;- � - ; ,vIvv\, y v \ v v� - -- , ' v , � v-, � /
k' / / / v h\��' / \ V A --/ A /
adequate round cover has been achieved. _, - ;; , / ' '' /' _,�- '- 3 �___ �`, � ''' v ` I ' ____ O �_ --_ I` I ', / I I / SF—t'
c. Areas to receive PERMANENT SEED shall receive 2-inches thick blanket of COMPOST (not as soil ,-I _ ,__���'- --- 4 ' -__ - - / , CONSTRUCTION DOUBLE SILT FENCE
' - ' / , / - -��_ v �IvTI, - �o , / / _ /I �/ FENCE 10 WHERE SHOWN
amendment) and seed. Compost not to be used for temporary applications. 7 ',/ ; / - "" ,, _ I ) / / / /-----� -5-, - / gg,A I , '
d. Ensure vigorous stand of grass before removing temporary control measures. ,' / / , ,- --- / / �\ I 35 . ex WxIoas I / \ /
15. All applicable E&S control must be maintained until a vigorous stand of permanent round cover is / %, / " -,�3a _ _ �,<� - _ STR424-2 �� /
pp g p g /'-/ ' -� 3��-, --- ------;I'- - _ _-___-- . ' 4' /'� `v ,_ / �`�
established. Any additional land disturbing activities outside limits of disturbance must be addressed in a // / ,' __ / / / , __ 1� , - rt - _ _ -_ _ _ 34s, ' /r 'K'- / 1 ') / /
/ / / - 8 _ � -' ---
revised E&S control plan. / r' '' ' / /-�T / /' - --- _-' - - - _ ' - / / EROSION LEGEND
16. After the permanent cessation of construction activities, an areas with temporary round stabilization / / � /' /' ' --� ` __ - `� / \L\\`-I' '-\
' - -"- T ' / CT-65376 Wattle
shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 / / / -T '� ' I "'� - t / / v
/ - / / ; ' / `�` __---- ` \ / `� - %�''-; --- ; _,/- %' / \ - / ----- CT-65380 Silt Fence
_ p>, ; , i
calendar days after the last land disturbing activity. Temporary round stabilization shall be maintained in _ _, ,
Y g Y p Y g ,/ � ,-lfv,-
a manner to render the surface stable against accelerated erosion until permanent ground stabilization is _ - - �, I / �FFe;, o - //
b i] // / �/' / �- /'/ _I-� < - ham- _-, T I i/ __ "-' /p I,)- / i
/ / / / , - , ,/,' \ ,/ , l I ex Wood'S, , -A /- �___--\ ,/ SW424-1 ,' ' I- -- ,� ; ;,�� ----�> / / - CT-65387 Concrete Washout Pit
-_\ =
achieved. Refer to NCGO1 Ground Stabilization and Materials Handling plan sheet. ----___- / / \ ,_ - // / ; I , / = f_ �� ___ 4 ; - ,-� F, , �'' /' / /
17. If Contractor exceeds limits of disturbance, a revised Erosion Control Permit will be required from NCDEQ. / i/ / II /' I %/ _"! - I I /,//, - _/ '/ I )Y / ;' _� / / / / I ,/ 2 /
Revised E&S plan permit and/or violation fees will be at Contractor's expense. / , / , ; _ , , /,`__ j
/ -/v / v + / , // ,' //// / / ' '- I , I v v , eX WI / / �J �iL �J CT-65389 Installation of Netting &Matting
18. The Contractor shall maintain erosion control measures on a daily basis. These items will only be paid for _- / // / \\,) I -- \ e , , / / / / / , / ,/ , ( I \\ I I , , ' / I / I / / / - 7 7
P Y /% % /, / Vv\ I I Ii v v , I / / i i i i ' % l' ; /',%,- I l 111 ,I r / ` 3 I `v / i i /'/ -'; ' l /
once. Maintenance shall be an incidental to installation. The Contractor is responsible for an sediment 5 / Yard Inlet Protection
/ \\ / /
that leaves the site and any associated clean up and fines issued by Ni I' ! / '\ ' '\ / / ; / / / ; /' / / ; ; ; ; ' \ �\ ,', \ ' / A / I X
CT-65390 (Hardware Cloth & Gravel
i \ \ ' "/ / "' *Use 12" Wattles at DI
19. The Contractor is responsible for control of sediment on site until the project is handed over to the --- � � \\ \ \ \`, / / / \/ ,',' ,` / � I / / ; / / � moo, w w 1 I' \I / \\ /'' ' / i /'
o If d d I h h I ff; C � MATCH LINE v v vy/ ), ) / � / / , / , / - S1 o ; / I , I /
caner. erosion an se Imentation contro measures s own on t e p ans prove rI Icient, ontractor I- / I / N
is to take additional steps to stop sediment from leaven this site. Adequate and appropriate measures 1 / I / vv vvv/ vI / I I'' ' ' ' %% ; / ; v`v p v vI ' II III I 1'I I_ - -
p p g a� MATCH LINE vv vv v / I I
must be properly installed within the limits of disturbance to prevent sediment from leaving the site - / / I / / ) < � ,) I'v v v v', ' ' / I � I ) ( , I I I I , v , I
�/ / / I I I'J )` vvvv I I , I ) T 1 1 1 1 Iv I vvv
/ / / / / ' / I I,X I,, 1 1 1 I I I\ V ,\ ) 1 I < 1 1 1 1 1 1 1 I A A
entering existing drainage systems, and impacting natural watercourses or adjoining property. �! I ; Iv I ) , v v I I ) Iv v I v , / I , I I I / - , ,
\ ' / ' / I / �� �\'L 'I, II 'I ', 1 I I '\\\\\ \V A\ \I `� \I /' II \) 1 I A '\ I\ Iv \ _� y/ A "
20. DEP shall conduct project NPDES inspections of erosion control measures and stormwater outlets once \ '� ' r� \ ' I I I I \ \ ( \ \ \ / / \I \yam-0_0�
every seven calendar days and within 24 hours of every rain event 1/2 inch or greater. All control \ \ _ \ I \\'\ I\ \ \\ \\ \I' 1111 \)'\ \\ )\ )\ I) / </ �I\ I � Q\
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devices shall be maintained ass specified in the NCDEQ Erosion &Sediment Control Planning and Design \ ) \ I
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---- v vvv v v v v v I v I v v I v v v v v , ) � ,^----_� ' ' // / / / � �,----- Im
Manual. A rain gauge shall be installed at the project site to facilitate rainfall monitoring. The Contractor I ' / // vv vv vv v vv VvvI Iv vvIv vv'IAVvv vv vv 'v '' / ; , ,' N 3 -__-
/ , / / / , A A A V A V A V A A A V A A A A A\ V A �\ W\ V i /" _, / ' // '; ' w
shall maintain these records in the permit box for audit by regulatory agencies. I ' - i vv v v v v v v v ` v v v ` ` v v v v _/ I , / / / / 3 �
/ i i i j I - v A vv v v vvvvvvv vvvvvvvv v� vvv /� -- < v/� / i i / / / 9L w
21. DEP shall conduct NCDEQ Self -Inspections for erosion and sedimentation control and complete the self- I /'1 / ) ) v ) v vv) 11vv`vvvAvvvv v v vvv , / / �3 - ��
1 ' / I \\ `\ \\ `\ ) ) I l \ \ \ \ \ `,` \ I m /\ \\\ ' / / / / I )I )I f i
inspection report for land disturbing activity form as required by NCGS 113A-54.1 after each phase of the I, / / I \ \ \ \ \ \ \\\'TA?\\ \ - _ / ; ; ; I I I I
v A vv;`�/�v��: //v vV �; TTv 1
approved erosion and sedimentation control plan. DEP shall maintain the reports on site to be available I / / / ) ; , � \ , \ \ \ ' ' ' z
I I vvvv ��*� vv `�,i 1�1vII11v
1 ) ) vvv,v v vv vv v
to the erosion control inspector at all times. / / / ' v v v v ' ` v v v , v /T, I
p I I , I v v v � vv v vv,"� vv vv v v v v vv, vv vv ,! I I I)
% / / I I I \ V Iv v \\ v ,� `v vv` v v ; `� � \ \
22. Contractor shall maintain erosion control measures as described in the Erosion Control Narrative I / / / / ,� v v vlo / , v v vv, v vvvv I I v �zz
/ 1 / / / / / / / ) I 1 \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ �_\ 1 1 , \ CO
throughout construction. I / 1 / / I i v v�/vVV'v v `/ `vvv vvvvvvvv Tv I' � i I,'I vv Iv A
/ / / / / / / 1 \ \ 3 \ \ \ \ \ \ \ \ /
23. ONCE THE SITE IS COMPLETELY STABILIZED AND THE PROJECT COMPLETE, NOTIFY DEP AND APPIAN PRIOR I IN: /629487400 ; / 11 \\ \ &, \\\\ \ \\ \\ I I\ `\\ " ` \\ < 111111,
I \ \ \ \
TO REMOVING TEMPORARY MEASURES. 1 LENNAR /CARduNAS Luc ; I I) vv 'vvvvvvvvvvvv v vvvv vv v
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I / / OBK 1 EJ382, PG 2074 / , v v v vvvv vvvv v `v v v v) v v vv i I
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/ / / I ) / / / / A V A I A\ I A A V A A ,) I I A A A I, v/ , A I I / \
/ / / / ) I / / ) I \ V v A A\ V A \ A\V A , I/I I A A A A/ I I vv A / 'b
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BOUNDARY DESCRIPTION SHOWN ► 1 I I I / / \ \ \ \ \ \ \ \ \ \ \ \ ' ;
IS NOT FOR RECORDATION. 1 1 / I vvvvyvvvIv , yyv- '
EXISTING CONDITIONS 1 - -, I \ 1 I \ ) \ I ) \ , / / \ , s5'
I vI I `I 'I )I I I /I ill// / ,Ivv vv vvX`, ,The contractor shall be responsible for I I I I') ; I'�, v0, v v i ��v i
CONSTRUCTION SAFETY reviewing all existing job conditions. Any I 1 I , I I I � ;;,;;; SCALE: 1" = 60'
These drawings do not contain the adverse existing conditions affecting work 1 1 � ' I 1 ' I I'%"'
I I I, I, I I/ ///
requirements for job safety.All provisions shown on these drawings shall be I I Iv "''
for safety shall e the soe resonsibility brought to the attention of the engineer BEFORE YOU DIG, 1 1 II Iv II'�I,,,,,,,, o so 120 150
f th t t f 'b1 I 'f' t' '1' t' CALL ) /, I I, 1,") ',,
o e con rac or.
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
or posse e car ica on or reconci is on.
RECORD DRAWINGS:
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
By:
Date:
I
1
NORTH CAROLINA
ONE -CALL CENTER
www.ncocc.org
CAUTION
UNDERGROUND TELEPHONE AND
AFIBER OPTIC LINES ARE IN
VICINITY OF SUBSTATION.
CONTRACTOR TO VERIFY
Ill LOCATION PRIOR TO DIGGING.
WARNING Is
AOF
OVERHEAD POWER IN VICINITY WORK AREA. CONTRACTOR
SHALL USE CAUTION WHILE
© WORKING AROUND ENERGIZED
POWER LINES.
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Engineering Department
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APPROVED
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SIGNED DATE
Wa
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Pipe Inlet Protection
CT-65391 (Horseshoe)
CT-65393 I Silt Fence Outlet (Relief Point)
MO II I
CT-65381 Construction Entrance
107.01
NCDOT
876.02
-+ --+ — 103.07
LOD LOD
XZ> CONSULTING ENGINEERS, P.A.
GENESIS
1:1 CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
' n n n r BLN = C0562
❑.❑� ❑� ❑� 154 Roundabout Ct.
♦ P.O. Box 7966
Rocky Mount, N.C. 27804
Phone: [phone]
www.appianengineers.com
admin®appianengineers.com
REVISION
Surface Roughening
Outlet Protection
Temporary Diversion Ditch
Limits of Disturbance
Construction Fence
I� m
LCEC�LG9DD e
EX. ADJACENT PROPERTY LINES
---�/W- --
EX. STD. RIGHT-OF-WAY
- - - �/A- - -
CONTROLLED ACCESS RIGHT-OF-WAY
-— — -
EX FLOODWAY LINE
------- - - - - --
EX. 500 YR FLOOD LINE
-- - - - - -
EX. 100 YR FLOOD LINE
-- - - - - -
EX. ESMENT LINE
---------elegy---
EX CONTOURS (1' INTERVAL)
- - - - - - - - - - -
EDGE EX PAVEMENT
-------------------
EDGE EX GRAVEL
-' ---^- ^ ---'--
EX WOODS LINE
`----------
EX BUSH / BRUSH INE
EX DITCH
_ = = —_—_ =
EX STORM DRAINAGE
GC_
EX. U.G. GROUNDING CABLE
OHE
EX. O.H. POWER
}
EX GUY WIRES)
OHE 0—
EX TRANSFORMER STRUCTURES
EX U.G. FIBER OPTIC LINE
- - - - - - - - - - -
EX. CONC STRUCTURES
===========
EX. WALL STRUCTURE
o
EX. BOLLARD
KBE
EX U.G. POWER
UKN
EX. UNKNOWN U.G. LINE
OHE
PRO O.H. POWER
ELEv
PROPOSED CONTOUR
LOD
LIMITS OF DISTURBANCE
UG
UNDER GROUND
OH
OVER HEAD
TEMP
TEMPORARY
DND
DO NOT DISTURB
TBR
TO BE REMOVED
FG
FINISHED GRADE
SG
SUBGRADE PER SECTION
®
FES #
++++++++++++
TREE REMOVAL
(� DUKE
ENEnKr*+%/%lii
PROGRESS
GARNER WHITE OAK 230KV SUBSTATION BANK #2 ADDITION
2130 ACKERMAN ROAD, GARNER NC 27529
OVERALL EROSION AND SEDIMENTATION CONTROL PLAN (NORTH)
COUNTY: Wake SCALE RATIO 1: 1 DEP PROJ NO: E190121
SCALE: 1" = 60' CHK. David Revoir TASK D104
DRAWN: Kelly Williams APP - DEP DWG NO: 79227
DATE: Sept. 28, 2021 ACE J.N.: 21-020 SHEET 9 OF 27
co

opyngnT LVLI ppion Tonsulung 0nglneers, r.-\. Inese arawings nave peen preparea as Instruments oT service Tor a particular site or oullaing Improvement ana remains ,ne property oT Tne tnglneer Tor use unaer nls supervision. No reproaucTlon or oTner use Is allowea winnouT nls permission.
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v �-- ACCESS FOR RAISING EX OHE / / /' / / / / / / I / / / / / / EROSION LEVEND - - - ��
= EX STORM DRAINAGE
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\ 0 0 v_-- S---' BE USED FOR ACCESS PATH (NO ' % i '-I I l i l i �' I l l 1 ,
v v GRADING, EARTHWORK, STONE, / ,'' ; i i / / / / i / / i / CT-65376 Wattle �� EX. U.G. GROUNDING CABLE
v �,___ ETC., PROPOSED). NO LAND / / / ( / / / / / / I/ / i i i , oNE EX, O,H, POWER
DISTURBANCE ANTICIPATED. ANY / / y / / I I I CT-65380 Silt Fence
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EX. BOLLARD
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107.01 Surface Roughening
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Q TBR TO BE REMOVED
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FG FINISHED GRADE
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k ;�;;,�f /�/ / / / / / / / / o Outlet Protection SG SUBGRADE PER SECTION
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IS NOT FOR RECORDATION.
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EXISTING CONDITIONS
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The contractor shall be res onsible for -
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CONSTRUCTION SAFETY
reviewing all existing job conditions. Any
/ / ---
' / / / / / ' 1
scALE: 1" so'
These drawin s do not contain the
__ __ _,
- / / / - I / / / / -- --
9 adverse existing conditions affecting work
requirements for job safety. All provisions shown on these drawings shall be
for safety shall be the sole responsibility brought to the attention of the engineer
of the contractor. for possible clarification or reconciliation.
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
RECORD DRAWINGS:
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
By:
Date:
BEFORE YOU DIG,
CALL
I
1
NORTH CAROLINA
ONE -CALL CENTER
www.ncocc.org
/ /' / / ; / / I / / / i / / I __
/ ,' / / / 1, _ 0 60 120 150 180
/ /
' /
CAUTION:
UNDERGROUND TELEPHONE AND
® FIBER OPTIC LINES ARE IN
VICINITY OF SUBSTATION.
�� CONTRACTOR TO VERIFY
LOCATION PRIOR TO DIGGING.
WARNING:
®OVERHEAD POWER IN VICINITY
OF WORK AREA. CONTRACTOR
SHALL USE CAUTION WHILE
© WORKING AROUND ENERGIZED
POWER LINES. �
- - - C/AJ� - - - CONTROLLED ACCESS RIGHT-OF-WAY
- — — - EX FLOODWAY LINE
/ / /I�// /b// / *off /�/ / _____________ E .
%/ X 500 YR FLOOD LINE
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SIGNED
Town of i3arller
�;i�e- �e,ar.rrrA
APPROVED
❑�
me
DATE
DATE
`�.
Q� N' •. 9
SEAL
26959
O ' FNG I NEE` '
.,�q` O. , , .� �`
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� CONSULTING ENGINEERS, P.A.
GENESIS
1:1 CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
' n n n r BLN = C0562
❑.b ❑� ❑� ❑� 154 Roundabout Ct.
♦ P.O. Box 7966
Rocky Mount, N.C. 27804
Phone: [phone]
www.appianengineers.com
admin®appianengineers.com
REVISION
(� DUKE
ENERGY
PROGRESS
GARNER WHITE OAK 230KV SUBSTATION BANK #2 ADDITION
2130 ACKERMAN ROAD, GARNER NC 27529
OVERALL EROSION AND SEDIMENTATION CONTROL PLAN (SOUTH)
COUNTY: Wake SCALE RATIO 1: 1 DEP PROJ NO: E190121
SCALE: 1" = 60' CHK. David Revoir TASK D104
DRAWN: Kelly Williams APP - DEP DWG NO: 79227
DATE: Sept. 28, 2021 ACE J.N.: 21-020 SHEET 10 OF 27
In