SW3231103_Plansheet - Grading/Drainage Plan_20240717

7 6
LEGEND
GIS TOPOGRAPHY - - EXISTING PROPERTY LINE
1 \ \ \ \ \ \ PID# 06225003E (NOT FIELD R/W EXISTING RIGHT-OF-WAY H
SURVEYED)
PID# 06240002C PID# 06240004 KRISTEN CROWE VASS —
z--- JERRY A#PRESSLEY C WIFE, JERRY A PRESSLEY & WIFE, \� / \\ \ \ V_�_; EXISTING INDEX (MAJOR) CONTOUR
\ DB D157 PG 1087 EXISTING INTERMEDIATE MINOR CONTOUR
\ ROBBIE C PRESSLEY \ ROBBIE C PRESSLEY L FILE - -
\` DB 3633 PG 864 \ \` DB 4514 PG 425 �� PC LOT 3 536 1 � PID# 06225003 � \\ \\ \I (MINOR)
NORTH / LAND USE: RESIDENTIAL \ \ LAND USE: RESIDENTIAL --_ —
LAND USE: RESIDENTIAL / 635 GIS MAJOR CONTOUR NOT FIELD LOCATED
ZONING: RESIDENTIAL \\ ZONING: RESIDENTIAL \ \ \ \
KRISTEN CROWE VASS \ \ \ \
\ \\ ZONING: RESIDENTIAL / DB D157 PG 1087 \ \\ \ \ \ \
PID# 06240002B / \ \ \ \ . _��___ \ / PC L FILE 536 \ \\ �\ \\ \ \\ --------- GIS MINOR CONTOUR (NOT FIELD LOCATED)
\ CARL S NICHOLS & WIFE, /\ \ \ \\ \ \
/ � \ \ \ =__ \\\ ✓_ -- / LOT 1 \ \\ \\ -�� \ \\ \ \ \ c\ \ ------ ..— EXISTING DRAINAGE DITCH
IRIS W NICHOLS \ \ —_ _ _- _\ \\ — �\ / / / / PROPOSED LAND USE: RESIDENTIAL \ \ \ --_ \\ \ \ \ \ O
\ \ DB 691 PG 53 // \ \\ --o� — ' \\�—� \/ \ -��\ / CONSTRUCTION ZONING: RESIDENTIAL \ \ \ \ \ \ \ \ \ \ \\ W EXISTING WATER LINE V z
PC C FILE 877 \ j-- \ _\� \ / � `\ / i ENTRANCE (TYP.) \ \ \\ \\ \\ \ \ \\\ � p
\ \� LAND USEOTRESIDENTIAL --_ / // \�\ \ \ -- / ` �� I \ \ \ \ t\ \\ \ \\ / \ OH-E EXISTING OVERHEAD ELECTRIC LINE a a
�. R 1T— I �� \ \ \ \ \ I \ \ \ z
\ \� ZONING: RESIDENTIAL / \ \ \ \ \ _ — w
_ \\ = \ \ \ \ � \ \ EXISTING STREAM O
ON E\\ `\\\\\ \� \\\ / \\ \ \C�� Nlcw TO \ \ \ \ m a a a a
WN R0. - 5 \ \ �\ \ \ \ —... —— ..-I EXISTING WETLAND N o o 0
_ PID# 06225003D V A \
_-- \ MARK AND LISA WINDLE \ \ \ OCF PROPOSED TREE PROTECTION FENCE a o
'�\�� �\ - I \\ DB 7289 PG 702 \ \ \ \ \ \ J o W o
I I \ \\ \ �. _ \_� 1 \PID# 06240002A I I I I J \ \ \ �� \ \ \, /� PC L FILE 536 \ \ \ \ SF PROPOSED SILT FENCE a o a o
CARL S NICHOLS & WIFE, _ — \ \ \ \ \ \ — i �� I \ I \ I \ \ 3 z Q Q Q ? z
I \ \\ \` \\ \\ �\ \\ \\ \ \`_ �� '\\ \\,� �� \ J LOT 2 \ p\ \ o o a a a o o G
I I - \ \ \ -�- \ I\\ \ PROPOSED SILT FENCE OUTLET
\ \-- \\\ \\ �- \ - \NI z 0 0 0
IRIS W NICHOLS / / I / / / / —__--� �\ / 1 \\ \\�—\\\ \ \ \ \\ \\\ --- �\\ — \\\\\ I = \ \ o o LL o LL LL o 0
_ �� \ LAND USE: RESIDENTIAL 1 \
\ \ \ \ \ \ \ \ \� —�\ \ —_� \ \ � \ \ \ \ W o O o a W
DB 564 PG 218 I // �- \ \ \ \ �_-_--- - \\\\ ��
( r \ \ \ \ \ \ --- __ -Q� \� -�j \ \ \ "y \ \ \ \ \ - - PROPOSED LIMITS OF DISTURBANCE W o o 0 o
/ / I / / /� \ \\ \� \\ \ \\ _- ZONING: RESIDENTIAL \ \ \ � W W O W
\ PC C FILE 877 / / _ \ \ \ _ i- r���� \ > o a o a a o 0
\ LOT 2B I I I I l // //// / j ` \� ` \ \ \ \ \ \\\ \�\ \\ �C \ \ \ J_ \ \ \ \ Q z > z > > z z
/ / / / \\ \\ �\ \ \ \ \\ \_\_ _ \ - - - \ \ \ \� PID# 06225003C _I 1 I�\ \ PROPOSED EROSION CONTROL MATTING
/ / / \ \ \ \\\-' \ \\\ -\\\ -\\\�- \ \ \
/ LAND USE: RESIDENTIAL / / / / / ' IGOR & VALENTINA
ZONING: RESIDENTIAL \ \ w
N N Niz� N N N N N
PRIYMAK \�► \ I I 1 \ \ \ PROPOSED RIP-RAP STONE
DB 8217 PG 563 \ \\ I ) \ I o N N N N
PC F FILE 481 1 \\ I \ 1 \ s o 0 0 0 o g'
—\\ __\\��_ _ \\\� \\ \ \ \ II \ I(� \ 1 PROPOSED DRAINAGE DITCH\ \ \ \ \ _� \ \ \-- �� \\\\�\� \ LOT 25-C \ \ \ I I I 1
N�VI�TOWN ROAD SR-1315 / / I I,I�I I I I I I / /\ \ \ \ \ \ - - -- / I I I
\ STORM PIPE UNDER PROPERTY CLASS: \ \- / I III --� -I�—I - - PROPOSED TREELINE zz °
TEMP. _ RESIDENTIAL PID# 06225003E
MP. ACCESS (0.15 AC)\ - �� #
�I \- \ - _ I I III \/ � \_� \-\\ ZONING: VILLAGE OF DAVID & KASEY COATES
I 1 1 / / /\ \ \ \ \ _ _ _ \ \ \ \ \ \\ \ ,
/ J l / / , \ \ \�� __— �\ \\ \ \ \ \ \ \\\ MARVIN DB 8528 PG 864 \ \ / I
� 1 / / / \ \ \ \�-- _ \ \ \ � \ \_ l PID# 06225007A
/ / / / / / I / / / \ \��_�\ \ \ \ \ \ \\ \_ \�`� �\ / CONSTRUCTION SEQUENCE:PHASE 1
� / � ' �// //// \—\\ —,�\ _— —� \ \ _\—` \\\\\ \ \ P LOT F25 B81 ,�� � / / I I I JOE M ARDREY
\ PID# 06240031 / / /�/ / / / / / / / / \ \ \ _ \ \ \\— \ \\ \ \ \\\ \` \. _ / I DB 1561 PG 564
\ / / / / , / / / / / / \ -�� \\\\ �� \\\ l ^\\\ \\ \� \\\\ \\ \\ \\ PROPERTY CLASS: \ ]� / J J � LAND USE: RESIDENTIAL 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE V co
WILLIAM K DOBBRATZ & WIFE, / / / / / / �� — _ \ \ \ \ \ \ 'C \ /
/ / \�— _\\ \ \ --_ \ l \ L \ \\ \\ \ \ \ RESIDENTIAL \\� \ \��.� / NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY 0i ti
JENNY C DOBBRATZ / / ` / _/ / / / / — \ \==--=—=— — \ 1 1 \ \ \ \ \ \ ` 1 _/ / I ZONING: RESIDENTIAL N
// /�/ / / / / / / / / \—/� \\ \ \ \\ \ \\ \\ \ \�ZONING: VILLAGE OF MARVIN \� \\ NCDEQ I"I co
DB 3037 PG 607 —\ \ \ \ I I 2. SET UP AN ON-SITE PRE-CONSTRUCTION MEETING WITH EROSION ^ N
PC D FILE 543 _
/ - \ \ \\ \ \-_ - I I I I CONTROL INSPECTOR AND OWNER TO DISCUSS EROSION CONTROL U
LOT 1G / �y / / / / // / / / / — —\ \ice \\ \ — �� lL� \\ \ \\\\ \\ \ \ \ \ \\ \ \ \ \
/ / // / / / / / / / \ \\ 1 \J \ \ \ \ \ \ �\
LAND USE: RESIDENTIAL / / / / / / / \ � \ L / I \ \\\ \ \ \ \\ \ \\ \ \ PID# 06225003A \ �, I I / I MEASURES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. � Z
/ i / / / // / / / I \—��� \�� \ \ — —� — \ \ \\ \\ \ \ \\ \ \ \ \ \\ \ /
F ZONING: RESIDENTIAL / / / / / / / / / / / ( \\ \ \� ----- \ \ \-\ \ \ \ \ \\" \\ \ TERRENCE PHILBRICK JR & JILL \ - 3. PRIOR TO CLEARING OR INSTALLATION OF EROSION CONTROL
_ /j / / I I I / \ \ \ \ \ \ \\ - \�\� \ - DEVICES, CONTRACTOR SHALL STAKE CLEARING LIMITS AND STAKE O N
PHILBRICK / +�
++ 1�
DB 4375 PG 325 / _ \ I TRACT IV ALL TREES, STRUCTURES TO REMAIN AND BE PROTECTED. INSTALL O c„)
\ `\ \ \ PC F FILE 481 ( N/F TEMPORARY CONSTRUCTION ENTRANCE, ALL PERIMETER CONTROLS � � O
/ / I I / 1 ( / \ \- - i \ \ \ \ LOT 25-A I PHILLIP E. O'DELL & (CONSTRUCTION/TREE PROTECTION/BUFFER FENCING, SILT FENCE, m M
(f / ( // , \\ \\------- - \\ \\ \ \\ \ \\ \\ \\ \ PROPERTY CLASS: RESIDENTIAL /� \ \� ' l WIFE, ANITA M. O'DELL INLET PROTECTION), AND ANY OTHER MEASURES AS SHOWN ON N
/ I / / / \\ \ I I / // / ,/ \\\ \ ------- \\\\\\ \\ \`\ \\ \� 1 11 I \ \ \ \\\\�\�\ \ ZONING: VILLAGE OF MARVIN '� PARCEL AREA: SHEETS C301 & C302. CLEAR ONLY AS NECESSARY TO INSTALL 1 0 C
0.112f ACRES THESE DEVICES. THE CONTRACTOR SHALL DILIGENTLY AND 1 O OR
\ \�\ \ \ \ _ \ \�i�' CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND \ O o
\\ \ \ ��J STRUCTURES. ,� x q
\\ ` \ \ \ =-- \ 4. NOTE: NO SITE GRADING / CONSTRUCTION SHALL BEGIN UNTIL 11 C� +� ca a
PID# 06240030 / \ \ \ \ \\\ \\ \ / I , \ \ \ \ \ I I I I / ( I I I I I I \ \ \ \� \ GRADING PERMIT HAS BEEN ISSUED. 1 +� a
\ \\ \ 1 / I /�
PARCROSS LLC / \ \/ _ \ \ \ \- 5. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED N
/ - \ \ 12" STORM PIPE UNDER �\ \ \ \\ \ I / / -� / \ \ (- 1 I / I I \ \ ` r
\ DB 6156 PG 639 //i / _-- \ \. \ / / \ \ I / / / I \` \ / \ BY THE INSPECTOR, THE CONTRACTOR MAY BEGIN INSTALLING ALL Q� 1�
\ \ \ TEMP. ACCESS (0.20 AC)\ \\ \ \ \ \\ 1 1 / / / / / \ \ I 1 \ I I 1 / I I I I I ` \ \ \ 1 AREA ACQUIRED BY THE /
\ \ PC D FILE 543 / p \-- \ I f / / / I \ \ \ / DEPARTMENT OF / 1 > O
'� �--� \_ \\ \ I / �_- / \ \ � \ \ I I I I l THE SEDIMENT BASINS AS SHOWN ON SHEETS C301 & C302. N �"�
\ LOT 1B y� / -_ -�\ \�\ \\ \ \11 I ( / / / �� \- \ \ \ I I / 1 I / / / I I I I I I ,y .
\` LAND USE: RESIDENTIAL \ / / �'� \ \ \\ \ \ \\I 1111 \ ( / / r-J / \\` \ 1 I I I // / I I \ / / I I I I I I I I I I I I I / TRANSPORTATION / \ I I� , I I 6. CONSTRUCT TEMPORARY DIVERSION DAMS AS 1 ~
\ / - --- \\ \\\\ \\�\1 \ \ 1 I 1 \ � ( \ --�� \ I / / I I l / I I I I I I BK 8617 PG 813 > l I I ch
\_ ZONING: RESIDENTIAL // \\ \ \ \ \ \1 \\ 11 I \\\ / / -__� I \ \ I I I I ( / / I I I ( / I I I I I I I I I ( I I I l 0.546f ACRES ( \\1 \ I SHOWN ON SHEETS C301 & C302. 0 N N
/ / - \ \ ll 11 \ \ \ I ! 1 ■ i 7. CONTRACTOR TO BLOCK ALL POSSIBLE ENTRANCES TO SITE �' C
\\\\\\,I 11111 LIMITS OF �� / / \ I=
BESIDES APPROVED CONSTRUCTION. •r+
1 I I \ \ 1 \ ( \ \ \ I I \ \ \ I I I / 0 rn
\ \ 1 I \ \ \ I I I 1 ( / \ I \ \ \ \ \ \ \ \ \ I I I I I I I \ DISTURBANCE / / \ 8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN 0-
-\ \\ -----\ / , // / _ //-J/ // \ \ I 1\\1 \\ 111 �\ \ \\ III / ' \ \ I \ \ I I \ I I I = 36 ACRES I ) \ ALL EROSION CONTROL DEVICES AND STRUCTURES. ,,� 0 m
v vv i( I Al \ 1111 VA \\ I I I I 1 1 I // \ \ V I V A A \ V 1 \ \ \ \ \ \ V I \ \ 1 1 - / / a
/ / / -- I I I 1 1 \\ \ \ I I ` \ \ \ \ \ \ \ \ I 1 \ \ \ \ \ \ \ \ \ 1 \ \ / / \ 9. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET U
E \\\ --- I / ��� \ I \ \1 I III 111I 1 \ \ I I 1 1 I I I I \ \ \ \ \ \ \ \ \ \ I \ \ I \ / / / TRACT III WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH W
, I\ '1 , , , \ \ I � I I I 1 I \ \ I \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \ I \ \ \ / II / / /
PROPOSED SEDIMENT BASIN #1 \ � I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 I J /� / / \ � / NSF EACH PHASE OF EROSION CONTROL MEASURES. (SEE v
\ \ I \ \ \ \ \ \ \ \ \ \ 1 / / / / PHILLIP E. O'DELL & CONSTRUCTION SEQUENCE: PHASE 1, 2, & 3
SA REQUIRED (PHASE 1): 28,638 SF \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / ( / / / / I i WIFE, ANITA M. O'DELL )
SA REQUIRED PHASE 2): 31,925 Sr \ \ \ I \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ( / / / / / ( // PARCEL AREA: 10. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. •� r
_----------� I I \ ( ) \\\ I \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1\ _ \ / / TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL O
\ / SA PROVIDED: 32,771 SF. \ \ \ I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / // / / 0.062f ACRES ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFIED AS 0
VOL REQUIRED (PHASE 1): 25,074 CF \\\ \ \ \ \ I I \ \\ \ \\ \\ \\ \\\\\\\ \\ \ \\\ \\ \\\ \ \\ \ \ \\ \\ \\ \ \\ \ I \ \ \\ \ \\ /// / //�/Q-j/ PART OF THE CONSTRUCTION SEQUENCE. ALL SLOPES MUST BE M
1 ( ) \\ I \ \ \ \ \ \ \ I I \ \ / �,/// /! SEEDED WITHIN 7 DAYS.
VOL REQUIRED PHASE 2 : 28,080 CF \ \ \ \ \ \ \ \ /
\ \ PROPOSED SEDIMENT BASIN #2 \\ \ \ / / /
VOL PROVIDED: 113,290 CF \ \ \ \ \ I I I \ \ \ \ \ \ \ \ I I \ / 11. ONCE THE SITE HAS BEEN ADEQUATELY DEMOLISHED, CLEARED AND
\ \ \ \ I I I I I \ \ \ SA REQUIRED (PHASE 1): 41,455 SF
\ \ \ \ \ / GRUBBED, CALL FOR ON-SITE INSPECTION BY INSPECTOR.
I 1 \ I I I 1 I I I I \ SA REQUIRED (PHASE 2): 39,073 SF \ \ \ \ \ I I \ \ / 12. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED
\\ 11 1 1 1 1 1 I I I I I \ \ SA PROVIDED: 45,839 SF \ \ \ \ \ \ I I I I 1 \ \� // / I
III 1 I I I I I \ I \ \ \ \ \ \ \\ PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. IF ANY
I \ \ I I I I 1 1 1 I I III III VOL REQUIRED (PHASE 1): 36,792 CF \ \ \ \ \\ \ I I \ \ l \ / I I I I FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS SOON AS
I I / PID# 06240006A I 1 \ I I III 1111 I II I I II II 1 I 1 II I II I I I I I VOL REQUIRED (PHASE 2): 34,614 CF \ \ \ \ \ \ I I i I \\ \ \ \\ ///// I I I POSSIBLE.
GERALD L EARNHEART & � /"
I I I I I I VOL PROVIDED: 163,105 CF \ \ I \ \ / I
WIFE, DEBRA P EARNHEART - I I III 1111 I I I / I III / I I \ ` 1 1 \ I I I I \ \ \ - / I I 13. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
DB 425 PG 792 I I ( I I I I I I III I 1 I III I / / / I / Jam/ /'/ /� ," / / ) I 1 1 I I I I l \ \ / I I I EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN
PC I FILE 146 I I / ) 1 I I I III I I I I I I I I / I \ / ' / // / / I I I I I III \ \\ -r / 4Z\ I \ BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
LAND USE: RESIDENTIAL -\ I I I I I ) I I I I I I I I III ' ' ' / ' I I / / > 14. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED.
ZONING: RESIDENTIAL -/ / / J I I I I I l l I I I I I I I I I I I I / J //_=J / / ' I I I I \\\\ I I I APPROVAL BY A NCDEQ INSPECTOR MUST ALSO BE OBTAINED
\ / / / / / II I I I I I I I / / / l j / \ / / // / l I I I I \ PRIOR TO THE REMOVAL OF ANY EROSION CONTROL MEASURES. z
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15. ALL EROSION CONTROL MEASURES SHOULD BE CHECKED
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� PERIODICALLY AND AFTER EVERY RAINFALL EVENT. REPAIRS SHALL
BE MADE IMMEDIATELY AS REQUIRED. INSPECTION AND REPAIR
/ REPORTS SHALL BE KEPT BY THE CONTRACTOR AND PROVIDED TO J
THE INSPECTOR AND LAND DEVELOPMENT EROSION CONTROL AGENT > O
-- \/ I AS REQUESTED. M
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\-----\\\ ROGER ADAIR WILLIAMS
o \ DB 5082 PG 683 PID# 06225021 / //—
a SCOTT E LETT & WIFE,
LAND USE: RESIDENTIAL
ZONING: RESIDENTIAL \ \ \ \ \ r / J / l l l /�//j— ��� // / l ` \\ \ \I 1 I I I / \ \� \ / I I I / / BEVERLY B LETT / / GIS TOPOGRAPHY
//j I / DB 258 PG 626 / / (NOT FIELD
DB 260 PG 605 / SURVEYED)
PID# 06225055 I I 1\ \ \ J / I I/ / I I LAND BUSS 5 RESIDENTIAL
PG 852
CHRISTOPHER SLOTTEN & I \ \ / /
WIFE, JENNIFER SLOTTEN I \ \ \ / / ZONING: RESIDENTIAL / /
LL a co (7
DB 6201 PG 810 LL N J
PID 06225054 I
# I \ PC B FILE 8-B I \ \ / \ ( I rr
RAYMOND B XIQUES & / / I \ \ LOT 21 I \ \\\ / y I \ I \ / I cA N
WIFE, CAROL A XIQUES / / J I \ \ \\ / XI 1 \ / I I ~ cl)
DB 3054 PG 108 / / \ \ LAND USE: RESIDENTIAL \ \\ I \ \ \ \ —/ I I I Z
PC B FILE 8-B / \ ZONING: RESIDENTIAL \ \ \\ /// I / \ \ I I W
LOT 20 / // / 1 \ I )
GIS NOTOFIELDHY / ' �/ // // / / /' / / / / /// LAND USE: RESIDENTIAL _ r
— SURVEYED / // / PID# 06225053 ' / / ` ZONING: RESIDENTIAL \ — Lu
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\ —�� \ , / // JEFFREY M SAUSER & WIFE, / / / / \ \ I I 1 I I \ 1 \ \ \ \\ \\ / / I N Q }
U B PATRICIA A SAUSER
DB 462 PG 500 \ I 11 I I 1 1 I I \\ \ J \1 \\ I I a m o
PC B FILE 8-B \ I ` 1 \ \ ,,-. / —/' \ \ \ I Z
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PID# 06240002A // PID# 06240002E // \ ` LEGEND
\ --- CARL S NICHOLS & WIFE, IRIS W NICHOLS CARL S NICHOLS & WIFE, IRIS W NICHOLS \
\ \\ DB 564 PG 218
/' /� // / DB 691 PG 53\\ \ - - EXISTING PROPERTY LINE PC C FILE 877 / 6�h // // \ PC C FILE 877 PID# 06240002C \` \ GIS TOPOGRAPHY
H \ \ ---- /PID# 06240031 LOT 2B LOT 2A JERRY A PRESSLEY & (NOT FIELD R/W EXISTING RIGHT-OF-WAY
\ / / /
\ \\ LAND USE: RESIDENTIAL / / / LAND USE: RESIDENTIAL WIFE, ROBBIE C PRESSLEY EXISTING INDEX MAJOR CONTOUR
WILLIAM K DOBBRATZ & WIFE, JENNY C - \/� / / ZONING: RESIDENTIAL DB 3633 PG 864 \ SURVEYED) (MAJOR)
s - DOBBRATZ ZONING: RESIDENTIAL /
� LAND USE: RESIDENTIAL \ \
DB 3037 PG 607 / / / ZONING' RESIDENTIAL \ --- EXISTING INTERMEDIATE (MINOR) CONTOUR
PC D FILE 543 .E '
LOT 1C _ 0� �i // �'� / - - I 635 GIS MAJOR CONTOUR (NOT FIELD LOCATED)
ERESIDENTIAL
ZONING: RESIDENTIAL y�1 Rp
_--_ TD / ,� � -\ �� I --------- GIS MINOR CONTOUR (NOT FIELD LOCATED) �
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PID# 06240030 __-- \ 1 �`✓ cc
/ -�� �� \���-� \�\ \ \ \ � - EXISTING DRAINAGE DITCH 0
PARCROSS LLC ---- O
DB 6156 PG 639 \ �� �j� � o\_� •x w� \\\ \\ PID# 06240004 \\ W EXISTING WATER LINE LU o
PC D FILE 543 _ __ /� �/ �� _-� �\ .y\ �� \ JERRY A PRESSLEY &
LOT 1B 72----- - _- / �� 'l // / ��-- \\�\ \ \�\\�R \�\ \ '� WIFE, ROBBIE C PRESSLEY \ OH-E EXISTING OVERHEAD ELECTRIC LINE a a
LAND USE: RESIDENTIALco
DB 4514 PG 425 \ Z F
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ZONING: RESIDENTIAL ____- �� --� / \ \ \ T \ LAND USE: RESIDENTIAL W a
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_/ // // // // // �� --^�\ �\ \\ \\ \ \ I I \ \� \\\\�\\\\\ \ \ \ OCF PROPOSED TREE PROTECTION FENCE o 0 F a
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\` ---- ----- .- ---� ---- // / / / �� , \ \ \ V I \ / \ \ \ \ Zi Z Q �i Q Q d 0
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T 3 PROPOSED RIP-RAP STONE
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LIMITS OF DISTURBANCE I ( �� \ /i o �ti-------�----�/- // / / // �/ \� \\ ) I I \ \ f \ I I I / \ I v \ \\ \ \
ON/ = 36 ACRES l \ \ ��� �� ----- -� // �� _ \ \ ( � \ \\ - I I I ` l I I �I6 ,� \ I \\ \ ZONING: RESIDENTIAL �...� PROPOSED DRAINAGE DITCH s 0 0 0 0 0 0
PROPOSED TREELINE z
� TEMP. STORM
~680_ DRAINAGE AREA IPE 0.20 AC� --- / �� ce//- f \\ \\ \\ \ \ \ \ \\\
TEMP. 12"0 HDPE �
\I I / i \\ \ CONSTRUCTION SEQUENCE:PHASE 1
\ / \\\\\ \\ \\ \ \\\ \ \ \\ I \ \ \\\
i - \ STORM PIPE
`
\ \ I \
\\ \\ \ \\C\ \ \ 1. OBTAIN GRADING EROSION CONTROL PLAN APPROVAL FROM THE V
<\ t 1 0 \ \ \ \ \ �� \ \\ \ \ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY iCi ti
04
(NCDEQ). co
2. SET UP AN ON-SITE PRE-CONSTRUCTION MEETING WITH EROSION ^ N
PROPOSED SILT \ \ \ \ ` \ \ \ _ �� -----� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ _- CONTROL INSPECTOR AND OWNER TO DISCUSS EROSION CONTROL
\\ \ \ \ \ \ \ \ \ \ / -- --� ��' \ \ \ \ \ \ \ a, \ \ \ 11\ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \\ \ MEASURES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. U
FENCE OUTLET (TYP.) �� \ \\\\\� \ \ \ \ \ \ \ \ \ / ��----------- \ \ \ \ \ \ a \ \ I 1 \r \ \ \ \ \\ \ \ \ \\ o \ 3. PRIOR TO CLEARING OR INSTALLATION OF EROSION CONTROL "1 Z
DEVICES, CONTRACTOR SHALL STAKE CLEARING LIMITS AND STAKE � � N
\ \ \ \ \ ALL TREES, STRUCTURES TO REMAIN AND BE PROTECTED. INSTALL
\ \ \\ \ \ \ \ _---_ TEMPORARY CONSTRUCTION ENTRANCE, ALL PERIMETER CONTROLS = O
\ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \\ I \ \ \ \ \ I "o I I I \ \ ` \ ---� CONSTRUCTION REE PROTECTION BUFFER FENCING, SILT FENCE, co ti
INLET PROTECTION), AND ANY OTHER MEASURES AS SHOWN ON ,.1 U N
\\ SHEETS C301 & C302. CLEAR ONLY AS NECESSARY TO INSTALL I Q C
,66a- / / \ \ \ a, \ I 1 \ \ \\ \ \ \ \ \ \ I I \ \ \ THESE DEVICES. THE CONTRACTOR SHALL DILIGENTLY AND O co
615 \ \ \\ \ \ \ \ \ 1
\\ \ \ \ \ \ \ \ I I \ \ \ CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND O O E
\ \\ I \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ STRUCTURES. cPID# 06240006A PROPOSED DOUBLE ROW
4. NOTE: NO SITE GRADING CONSTRUCTION SHALL BEGIN UNTIL cc a
GERALD L EARNHEART & WIFE, DEBRA P SILT FENCE (TYP.) \\ \\\\\\\� \\ \ \ \ \ 1 1 I I I I I I I I I �/ / / \ \� \ \ \ \ \ \\\\ \ \ \ \ \ I l \ \\ \� \ \ \ \ \ \\ \ \ \ \ \ \ I \ \ \ \ ` \ / / 11 L S
EARNHEART \ o \ \ \ \ \ I I I I I J / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I / GRADING PERMIT HAS BEEN ISSUED. 1 +� a
\ \ 1 I 1 I I / I / / / / \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ 1 �, \ I \ \ f 5. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED i� N a))
DB 425 PG 792 I I \ I I I I 1 / I / / \\ I / M
PC I FILE 146 I � \ I I I I I BY THE INSPECTOR, THE CONTRACTOR MAY BEGIN INSTALLING ALL
� \ \\ \ \ \ \\ \ \ \ \\ \ \ \ \ I THE SEDIMENT BASINS AS SHOWN ON SHEETS C301 & C302.
302.LAND USE: RESIDENTIAL
1 '
ZONING: RESIDENTIAL CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
60 6. CONSTRUCT TEMPORARY DIVERSION DITCHES, CHECK DAMS AS �
co
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �. , SHOWN ON SHEETS C301 & C302. \ N N
PROPOSED CONCRETE \ \ I \\ O
--� \ \ \ / 7. CONTRACTOR TO BLOCK ALL POSSIBLE ENTRANCES TO SITE k co
�o1O / / / / // - / f� \ \ \ \ \\ \\ \\ \\ \ \\ \\ \\\ \\\ WASHOUT srnrl\ (TYP) \\ \\ \
-- / \ \ \ \ \ � � BESIDES APPROVED CONSTRUCTION. •r+
8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN Q O
ALL EROSION CONTROL DEVICES AND STRUCTURES. 0
i� o
9. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET W U a
I\ \ / WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH o
PROPOSED \ \ \ \\ / I EACH PHASE OF EROSION CONTROL MEASURES. SEE c.>
CONSTRUCTION \ \ \ \ \ )
PROPOSED TEMPORARY PROPOSED I I I \ \ \ \ \ \ \ \ \ \\ \ \ \ ` i y\\ 1 CONSTRUCTION SEQUENCE: PHASE 1, 2, & 3)
DRAINAGE DITCH #4 ROCK CHECK \ I I \ \ \ \ \ \ \ \ \ a� \ \ \ \ \ ENTRANCE (NP.) \ \\\\ \ \ \ \\\ ( 10. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. •� r
DEPTH: 2' \ ` \ \ \ \ \ \ \ \ cr \ \ \ ` \\ \ \ \ \ \\\ \ TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL O
DAM (TYP.) \ 1 I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
SIDE SLOPES: 3:1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFIED AS .,..1
SC250 MATTING \ \ \ \ \ \ \ \ \ \ ■\ \ \ \ \ \\ pry, PART OF THE CONSTRUCTION SEQUENCE. ALL SLOPES MUST BE M
SEEDED WITHIN 7 DAYS.
9� \ \ \ \ \ \ \ \ TEMP. 12"0 H \DPE \ \ \ \ \ \ \\\\ 11. ONCE THE SITE HAS BEEN ADEQUATELY DEMOLISHED, CLEARED AND
\ \ \ \ \ o \ \ \ STORM PIPE
\ '\ \ � \ GRUBBED, CALL FOR ON-SITE INSPECTION BY INSPECTOR.
\ \ L�/ / / / / / / / / / / / / / / / / / / / / � \ \ \ \ \ \ \ \ \ \ \\ \\\\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ 12. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED
/ / // / / / / // / / \ \ \ \ \ \ \ \ \\ \\ \ \ \ \\ \ \\\ \\\ \ \ \JOB \ & \ \ \`\ \ \\ \ \`' PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. IF ANY
\ \ \ \ \ FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS SOON AS
PROPOSED RIP-RAP APRON / PROPOSED (2) 30"0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ RAIN GAUGE, \
INV. = 644' �� HDPE SLOPE DRAIN \ \ \ \ \ 6+6, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 6'�\ \ \ \ POSSIBLE.
La 16' /� INV. IN = 645.00 \ \ \ \ \ \ \ \ \ s \ \ \ \ \ \ \ \ \ \\ \ \ \\\ \ \ \\ \ \ \ \ \ sr \ \ \ 13. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
/ PROPOSED SEDIMENT BASIN #1 / ` \ \ EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN
SA REQUIRED (PHASE 1): 28,638 SF / W = 28.5' // INV. OUT = 644.00 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \,\
D50 = 15" �r \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ TEMP. STORM PIPE \ \ \ ��1\ BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
0� / / / / SA REQUIRED PHASE 2 31,925 SF / / / 6'SO h \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DRAINAGE AREA: 0.15 AC \ \ \ \ \ 14. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED.
SA(PROVIDED: 32,771 SF I I / // / / cD \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ �j. \
I / / / / � �_ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \\ \ \ \ APPROVAL BY A NCDEQ INSPECTOR MUST ALSO BE OBTAINED Z
VOL REQUIRED (PHASE 1): 25,074 CF I / / / \ \ \ \ \ \ �6, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ PRIOR TO THE REMOVAL OF ANY EROSION CONTROL MEASURES. Q
PROPOSED SILT \ \ // / / / / / / / �� / VOL REQUIRED PHASE 2 : 28,080 CF I I / / \ \ \ \ \ o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ 15. ALL EROSION CONTROL MEASURES SHOULD BE CHECKED
FENCE OUTLET (TYP.) \ i / / / / / / / VOL PROVIDED) 113,290 CF I I I / / \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\� / \ \ \. \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ PERIODICALLY AND AFTER EVERY RAINFALL EVENT. REPAIRS SHALL O Z
/ / 1 I I I I I / \ \ \ \ \ \ \ \ \ \ \ \ \ / \ \ EX DRAINAGE \ \\ \\ \ \ \\\\ \ \� \ \ \ ` BE MADE IMMEDIATELY AS REQUIRED. INSPECTION AND REPAIR Z (n
PROPOSED TEMPORARY / / I I I I I / I / \ \ \ \\ \ \\ \\ \\ \\ \ \\ \\ \ \\ \ \ \ \ \��/� \ DITCH \\ \ \\ \ \ \ \ \ \ J
DRAINAGE DITCH �3, / I I I f / \ \ \ \ \ \ \ \ \ \ \ \_�' \ � � \ \ \ \ \ \ \ \ \ \ \ \ REPORTS SHALL BE KEPT BY THE CONTRACTOR AND PROVIDED TO
/ l l l l I I \\ \ \ \ \ \ \ \ \\ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ _ \ \ \ \ \ THE INSPECTOR AND LAND DEVELOPMENT EROSION CONTROL AGENT > 0
� \\ \
\ \ \ \\ \ \ \\ \ \ \ \ AS REQUESTED.SLOPES: 3:1
EL
SC250 MATTING
PROPOSED SKIMMER
- ORIFICE - 2- .5 IN./
\ V^/
FENCE OUTLET (TYP PROPOSED SILTOTLET
PID# 06240005A RIM = 648.00
'SEE SHEET 0 J/7
,
FOR DETAILS
/ / I IlI I II I I
\\\\\\\
\\\ WROGER ADAIR WILLIAM PROP(
DB 5082 PG 683 DRAINAGE DITCH #2
LAND USE: RESIDENTIAL, PROPOSED DOUBLEW
DEPTH:
ZONING: RESIDENTIAL SIDE SLOPES: 3:1 SILT FENCE ALONG WETLAND
SC250 MATTING// BUFFER, 5'-OFFSET FROM
/ / BUFFER LINE (TYP.)
Q U
OZ
LL
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/ -
\ \ I 1 \ \ \
/ .a ROCK CHECK
/ / / / h / / / / \ / / \ \ \ \ \ \ \ \ \ \ \ \� \ \ \ \ 1.� W
DAM (TYP.) / / / � \ \ \ \ \ \ \ \ \ \ \
Lu J
-665\ "PROPOSED POROUS
a C \/ / / \ \ \\ i i / ,/ 665, BAFFLES (TYP.)
665 PROPOSED RIP-RAP APRON // / �\
II 1 \\\\\\\\\\\ \\o\\ \\\\\\\\\\ \\ \\\\ \ \\\\ \\\I\\\\\
\INV. 644'
La 11'
PROPOSED EMPORARY W = 12.25'/
DRAINAGE DITCH #1 \\\\\\\I\
\
DEPTH: 2'� ,�
SIDE SLOPES: 3:1 �\-- �� i / / �� / PROPOSED 15"0
SC250 MATTING -� i ,/ ,/ , // HOPE SLOPE DRAIN
INV. IN = 647.00 /INV. OUT = 644.00 6pg
\ - / /
/
// - \�� �' //�/ ///// // / I I I I / / / / // // // / / % % I 1 1 \ 1 1111 1 \ I I \\ \ \ v
660 / I III \ \ cn N
E/RGENCY SPIL ~ 55 II II I\
\ \ \\\\\\
\\I\ Z_
r
M
EMELEV. = 649.00 4 W
MIN. WIDTH = 35
// / D50 18" .5 LF 30 RCP
® 1.8% W W N645
/ I l I I N
B // // �_655 / ,i------- _--- // / / i PROPOSED RIP-RAP APRON / / /�. T/ -1 ✓ �, l .' \ I I I I I I I I ( ( / / / / / / // / / l l l l l l l l III I \ Q
/ ------ - / / i INV. = 641.00 �/ /\ \' ��\�' / : 1 I I �o I I / / / / /
---------- La = 16' / I I I I I I / / / / / / / -I I
W / / w = 18.5' i� :: ✓ / ! I I I I I I l I I / // / /� / /- I I I I I I Z a z o
� /�---- D50 = 6" j / I I I I I I I I I I I / / / / // / // / / / / > \ \ I a Z W
- �---- ��6 /// / / •6 ° "� �/ :•�.�j,, I 1 I I \ \ I I I I I � I I / / // � // // // // / / // � I Z Q � �
--- /// // i �- '� /j� �� / f // \ \ \ I I I $ I 1 / l l / / / / / // I I I I I I o J
-- / I I �0 1 / / / / / / / / / I I a o
/ // \� ---PROPOSED DOUBLE ROW / `�/ �/ �/ __42.6 LF 36 RCP / /-, \ \ 1 I I I / / / / / / / / / / / / 0 I I I I
/ /---- \ /�
SILT FENCE
T FE/N C/E (TYP.)
---® 2_.3% - I\
\l \ \ BEFORE YOU DI G!
owl-
00 0II z �r
cn
10' WETLAND CALL 1-BW-632-4949 cc
N.C. ONE-CA CENTER W cn
BUFFER IYS THE LAWI
/ JURISDICTIONAL PROPOSED SEDIMENT NORTH CAROLINA BOARD OF EXAMINERS FORZ
/ / WETLANDS \ ------- -'- BASIN #2 ENGINEERS AND SURVEYORS LICENSE NO.C-3035J0
----653
/ 65
PID# 06225053 PID# 06225054 PID# 06225055
���N a GIS TOPOGRAPHY NCINEGE
_
Q
�
w
oa °oQ°JEFFREY M SAUSER & WIFE, RAYMOND B XIQUES & WIFE, CAROL CHRISTOPHER SLOTTEN & -65 W z(NOT FIELD A XIQUES WIFE,A SAUSER Oo w DB 462 PG 500 DB6201 PG0
PC B FILE 8-B SURVEYED) NORTH oo-
PC B FILE 8-B PC B FILE 8-B w cD
LOT 19 LOT 20 LOT 21 o
LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL 043168/ DRAWING NO.:ZONING: RESIDENTIAL /LAND USE: RESIDENTIAL
ZONING: RESIDENTIAL ZONING: RESIDENTIAL / SCALE IN FEET 0`SILT FENCE (TYP.)PROPOSED DOUBLE ROW C301
ft-I
sso/ -05 0 60 120 „\\\`07/17/24I
to
\ 1
5 4 3 2

7 6 5 4 3
655 LEGEND
\ 111111 I I \ \ I \ I
J _ o \ \ I I I I I I I I I I � I \
�677 -- - - EXISTING PROPERTY LINE
b II I // / PID# 06225003E
H KRISTEN CROWE VA SS R EXISTING RIGHT-OF-WAY
/
6 DB D157 PG 1087 I �n I �� ///// �/ / / / / / / / / // / / // / / / / / h I \ \• \ I \ \ \ I I I I I \ - EXISTING INDEX (MAJOR) CONTOUR
PC L FILE 536
/
\\ \ II1 }III } III I I III I I IIII LOT 3
--- EXISTING INTERMEDIATE (MINOR) CONTOURIQ / LAND USE: RESIDENTIAL
6 ZONING: RESIDENTIAL
/ / 635 GIS MAJOR CONTOUR (NOT FIELD LOCATED)
/ ( PROPOSED TEMPORARY I I I I I I \ I
DRAINAGE
'DITCH #5 IIII \I \ \ IIII I
\ -———-----— �
GIS MINOR CONTOUR NOT FIELD LOCATED)
675, DEPTH: 2 EXISTING DRAINAGE DITCH/ SIDE SLOPES: 3:1
/ SC250 MATTING I I \ \ \ I I 1 cn I / O
W EXISTING WATER LINE W O
I } \ I I \ 1\ \\\ \\ \ \ / OH-E EXISTING OVERHEAD ELECTRIC LINE� Z
PRO
1OSED EXISTING STREAM O
ROCK CHECK PROPOSED CONCRETE -68�
J Ja J J
�
DAM (TYP.) \ \ \ \ \ \ a� \ I 1 I WASHOUT STATION (TYP.) \ \ \ I I \ I EXISTING WETLAND o ° c'
\ \ \ \ \ \ \ \\ \ II I I I =—...'—' w Z N m m m m
PROPOSED SEDIMENT / I \ \ \ \ \ \ \ \ \ \ \ \ \ r _ - > > > W
/ I I 1 \ \ TEMP. 12"� HDPE / O C F PROPOSED TREE PROTECTION FENCE a o o Z 0
BASIN #1 / / \\ \ \ \ \ \ \ \ I I \ I I \ c� z Q a z
66g- . � \ I I I\ \ O1 \ \ 1 III \ 1\ \ \ STORM PIPE I
\ ' / // � /// \ \ I I I I 1 \ \ I \ \ \ \ \ \ \ \ \ o \ \ \ \ I I \ \ \ \ \ \ ` 1 \ \ \ \ \ I \I SF PROPOSED SILT FENCE a o Z W > > o
G \` --// / / i --� \\ D�$ - I I I \ \ I I l \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I� I \ / GIS TOPOGRAPHY o o a a a a- z G
/ \\ 6 I I I 1 \ \ I \\ \ \ \ \ rn \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \I I� I - (NOT FIELD PROPOSED SILT FENCE OUTLET z PROPOSED
CONSTRUCTION \ \ \ \ \ I ° ° o ° o o z °
\ \ SURVEYED) o W W W a W
ENTRANCE (TYP.) \ \ \ \\ \ \ I I \I G - - - - PROPOSED LIMITS OF DISTURBANCE � o a o a a 0 0
—__--- �66 ' / 6 $ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ JOB BOX & 1�A I I ui> 0 0 J J 0 0
_ �+ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ RAIN GAUGE \ Y\ \ - �� I I \ "^ /' PROPOSED EROSION CONTROL MATTING z ' z ' ' z z
N N N N N N
PROPOSED RIP-RAP STONE 0 0 0 0 0 0 0 0
_ \ \ l PROPOSED DRAINAGE DITCH 0 0 0 0 0 0
O
PROPOSED DOUBLE ROW TEMP. STORM PIPE PROPOSED TREELINE
SILT FENCE (TYP.) iRiINAGEAREA: 0.15 AC
-- --- u z N ( V N (O h N
--- - CONSTRUCTION SEQUENCE:PHASE 1
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE V ch
\\ \\ NORTH CA ROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ).
�}U�2
N
_ 8
ij .. N
'65 / -- , / 2. SET UP AN ON-SITE PRE-CONSTRUCTION MEETING WITH EROSION
CONTROL INSPECTOR AND OWNER TO DISCUSS EROSION CONTROLEX. DRAINAGE
DITCH 645 V MEASURES A MINIMUM 0F 48 HOURS PRIOR TO CONSTRUCTION.A \\ " Z
F / 16 KRISTEN CROWE VASS 3. PRIOR TO CLEARING OR INSTALLATION OF EROSION CONTROL (1)
NPROPOSED DOUBLE ROW 1 DEVICES, CONTRACTOR SHALL STAKE CLEARING LIMITS AND STAKE
SILT FENCE (TYP.) DB 157 PG 1087 �.I \ \\ PC L FILE 536 ALL TREES, STRUCTURES TO REMAIN AND BE PROTECTED. INSTALL LOT 1 TEMPORARY CONSTRUCTION ENTRANCE, ALL PERIMETER CONTROLS � O c„)////�/�� �/���� '�/�- I \\\\\ - _-�-__/-/�\��.�.'�:.''u' ' •\•••••:•/••• �• • 1ff�//l I / \ I f //// / / / / / // /��� /// I II I I I I I IIII I II I 1 I I I I \\II` I I I I \\ II I I I\I 1 I \1I\ I 1 II I 1 I I \\I I 1\I I 1 II I I III I I II II I1 II}I II \
(CONSTRUCTION/TREE PROTECTION/BUFFER FENCING, SILT FENCE,, 1\1 1
0=N
�O
= Iz
55.5 LF 30 RCP LAND USE: RESIDENTIAL
� ,--� ZONING: RESIDENTIAL INLET PROTECTION), AND ANY OTHER MEASURES AS SHOWN ON U Ci-4® 1.8X \l SHEETS C301 & C302. CLEAR ONLY AS NECESSARY TO INSTALL 0� ` \\ \
PROPOSED RIP-RAP APRON THESE DEVICES. THE CONTRACTOR SHALL DILIGENTLY AND 0 0). . . .' 1 65 CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND Oao
.o
INV. = 644' STRUCTURES. x q
La 29' 4. NOTE: NO SITE GRADING / CONSTRUCTION SHALL BEGIN UNTIL
PID# 06225054 w 32 GRADING PERMIT HAS BEEN ISSUED. �
RAYMOND B XIQUES & WIFE, CAROL /� - /D50 = 15" , / / \\ / 1 I I I \ \ \ \ \ \ ` \ I I 1 \ \ I I 1 I I 1 \ \ \ \ \ \ \ \ \\ I\ \ \ \\ 5. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED N c)
A XIQUES / - i / - _ O / / / / / / / -� / O I \ I \ \ \ \ \ \ \ \ ` I \ ° \ \/�� \ \ \ \,��D \\ \ BY THE INSPECTOR, THE CONTRACTOR MAY BEGIN INSTALLING ALL
DB 3054 PG 108 10' WETLAND / /� / 0h / / / / 00 I \ \ \ \ \ \ I \ I I I I \ \• ' \ \ \ \ \ \ \ \ +� \ \ \ \ \ THE SEDIMENT BASINS AS SHOWN ON SHEETS C301 & C302. 1 O �"�
PC B FILE 8-B euFFER -- _-_ - I / / / / / / / \ 1 1 1 1 1 1 1 1 1 I I \ \ \ \ \ \ \ \ \ \ \ II \ \ .? O
/ / / / / I 1 \ I I I \ I \ \ I \ \� II \ CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
/ / ---- \ I I \ \ \ PID# 06225003C \ \ \ 1 ti
LOT 20 / �-� s- 645 J l / / / / I I I I I \ 6. CONSTRUCT TEMPORARY DIVERSION DITCHES, CHECK DAMS AS
/ / / / u� I I I 1 \ \ I IGOR & VALENTINA \ \ II \ M
LAND USE: RESIDENTIAL - ^� /-- / PROPOSED 36"0 / / __ I �o I I I I I 1 I \ \
/ JURISDICTIONAL \ \ / _ / HOPE SLOPE DRAIN / / / / / �o I I I \ \ I I PRIYMAK \ \ \ I\ \ \ SHOWN ON SHEETS C301 & C302. 0 N N
ZONING: RESIDENTIAL WETLANDS �, ' • / / / INV. IN. = 646.00 / / / / /- / / / // I 'a I I I I I I 1 \ \ F I \ \ I\ \ \ 7. CONTRACTOR TO BLOCK ALL POSSIBLE ENTRANCES TO SITE �„I
i / INV. OUT = 644.00 / / / / / / ^ I / \ \ \ BESIDES APPROVED CONSTRUCTION. •r+ O O
42.6 LF 36 RCP / / / / / DB 8217 PG 563 \
/ / co I I I } I I PC F FILE 481 \ \ \\ I\ \ \
PROPOSED RIP-RAP APR \\\ \ \\ \® -2.35 8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUO USLY MAINTAIN
ALL EROSION CONTROL DEVICES AND STRUCTURES.CLASS
osZ
aINV. = 642.00 9. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEETE La = 16 RESIDENTIAL wV
W = 18.5' ZONING: VILLAGE OF WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH 0D5o - 6" EACH PHASE OF EROSION CONTROL MEASURES. (SEE
MARVIN CONSTRUCTION SEQUENCE: PHASE 1, 2, & 3) Q
PROPOSED SEDIMENT BASIN #2 III II I II II II /II hII III III I I
II -- 10. STABILIZATION IS THE BE ST FORM OF EROSION CONTROL.
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL �•-~-1
O
--_SA REQUIRED (PHASE 1): 41,455 ti ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFIED AS .,� M
EMERGENCY SPILLWAY SA REQUIRED (PHASE 2): 39,073 SF PART OF THE CONSTRUCTION SEQUENCE. ALL SLOPES MUST BE
SA PROVIDED: 45,839 SF
SEEDED WITHIN 7 .ELEV. = 649.00 FT
MIN. WIDTH = 35 FT tf,
VOL REQUIRED (PHASE 1): 36,792 CF
/ --- _6S �v O/ � - f I 1 11. ONCE THE SITE HAS BEEN ADEQUATELY DEMOLISHED, CLEARED AND
D50 = 18" /
, GRUBBED, CALL FOR ON-SITE INSPECTION BY INSPECTOR.
VOL PROVIDED: 163,105 CF / / ra / / / / / /� --,_- --/ / / / / I I I I / I I I I I I / / 12. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED
I ( I II I I II I I II I I
I i
PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. IF ANY
PROPOSED SKIMMER
� DA. 4 IN. FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS SOON AS
OIRIFICE
= 3 IN. '_-6 \ / / / / / / / / / / / POSSIBLE.
OUTLET CONTRRL�STRUCTURE
/� / / ( �� / \� �� / / / / / / / / / �' // / / / I / / / / I PID# 06225003B N I ) I / 13. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
SEE SHEET C511 FOR DETAILS / / / i' / /����� PROPOSED POROUS' �/ / // / // // / / / / / /' /�' f/ // // // / I I / / / I DAVID & KASEY COATES EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN
1 / / / BAFFLES (TYP.) / / // / / / / / / / // / / /� /-� / / / // /- DB 8528 PG 864 I I I I BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
/ 6h / // / / / / ( PC F FILE 481 I t I 14. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED.
/ / I r /\ \\ \ 'I/ / / / 6 / / / / / / / / / / / I LOT 25-B I
/ / \ / / / / / i / / / / �� �/ / / /� I APPROVAL BY A NCDEQ INSPECTOR MUST ALSO BE OBTAINED
/ PROPOSED DOUBLE ROW I ^\ \ / / / / / / / / PROPERTY CLASS: PRIOR TO THE REMOVAL OF ANY EROSION CONTROL MEASURES.
I / / / \ _/- / / / / / / / / / / � / / / / / I I RESIDENTIAL I I I I I
SILT FENCE (TYP.) / I / / / / \ \ \ / / / / / / / / / / / / / / / / / j / 15. ALL EROSION CONTROL MEASURES SHOULD BE CHECKED
\PROPOSED EROSION / / / / / / / / / / �� �/ �� / / / / / / I I I /ZONING: VILLAGE OF MARVIN I I I I PERIODICALLY AND AFTER EVERY RAINFALL EVENT. REPAIRS SHALL O Z
D / / / / CONTROL MATTING (TYP.) / / / / / / z
/ PROPOSED RIP-RAP APRON BE MADE IMMEDIATELY AS REQUIRED. INSPECTION AND REPAIR Z (n
/ PID# 06225055 INV. = 644' L, rns / \ \ \ \ \� l / / / / l l l / / / /' i� i/ // / / 1 I / / / / I I ( / I I I I I I .I i REPORTS SHALL BE KEPT BY THE CONTRACTOR AND PROVIDED TO z J
CHRISTOPHER SLOTTEN & 6 - _ �� / / / / / / / �/ /� �i / / / / / / I I I / THE INSPECTOR AND LAND DEVELOPMENT EROSION CONTROL AGENT
La = 10'
/ WIFE, JENNIFER SLOTTEN w = 11 5' L_6 \ \ \\ \\\ \ / / / / / / �/ / / I / / / I I / J I I I I I I AS REQUESTED.
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ZONING: RESIDENTIAL HOPE SLOPE DRAIN / \ \ \ DRAINAGE DITCH #6 �\ MARK & LISA WINDLE V/
INV. IN = 653.00 --/ / / / y" \DEPTH: 2' / / / / i / / / I �+
INV. OUT = 644.00 / / // /r \\ \\ SIDE SLOPES: 3:1 // // / ( \ \ DB 7289 PG 702
SC250 MATTING / / / / / / / / / / I / ! ( ( \ 1 ( PC L FILE 536 a li
PID# 06225003A I I LOT 2 J O
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TERRENCE PHILBRICK JR & JILL I I I LAND USE: RESIDENTIAL O
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LAND USE: RESIDENTIAL J
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PID# 06225021 60-PUBLIC RIGHT OF WAY i/ /� -- ---- - IL
PID# 06225036 \ \ SCOTT E LETT & WIFE, BEVERLY B LETT ,! I / / / _ SEAL _ o o a
TERRY J KETH & WIFE, \ // �� �' DB 258 PG 626 �/ / -9 - / .� / = 043168
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o PC B FILE 8-B I / / / / //' LAND USE: RESIDENTIAL / / 67 / / / '',,Oti ��'�,�` C302
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/ \ \ PID# 06240002C PID# 06240004 \ \ \ / I (MAJOR)KRISTEN CROWE VASS o,,,, EXISTING INDEX MAJOR CONTOUR
--- JERRY A PRESSLEY & WIFE, JERRY A PRESSLEY & WIFE, \ \ / EXISTING INTERMEDIATE (MINOR) CONTOUR
\ ROBBIE C PRESSLEY \ DB D157 PG 1087
\ ROBBIE C PRESSLEY \ \ PC L FILE 536 / / I I I \� ---
� \� DB 451 4 PG 425 �
DB 3633 PG 864 \ LOT 3 1 / I I PID# 06225003
NORTH / LAND USE: RESIDENTIAL \ \ LAND USE: RESIDENTIAL \ # 1 \
ZONING: RESIDENTIAL \� ZONING: RESIDENTIAL LAND
DING USE:
RESIDENTIAL / / / / � KRISTEN CROWE VASS I I I \\ \\ ---� �\ �\ �� \\ \\�\\ 635 GIS MAJOR CONTOUR (NOT FIELD LOCATED)
/ / / DB D157 PG 1087 I \
_ \ \ \ GIS MINOR CONTOUR NOT FIELD LOCATED
\ PID# 06240002E / _ - - / I 1 \ �� \ \ \ ( )
CARL SNICHOLS & WIFE, /� \ \\ �� \ �\ � -�-�_- \ �- -��/ / / / e/ PC L FILE 536 I T 1 \ \ \
IRIS W NICHOLS // \ ��\ \�_- \ :\\ - / / LAND USE ORESIDENTIAL II I\ \\�\`�\\\\ \\�------- ��\\ \\\\\ \\ \\ \ \��\ EXISTING DRAINAGE DITCH O
DB 691 PG 53 / \ \ �--•� �� / ZONING: RESIDENTIAL -� \ \ \ \ \ \ U Z
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IRIS W NICHOLS / / j I j I / I l / / // j ,�G; O• -� ✓ \, - `� --- ��\\ \\ PID# 062251003D II I \ \ - - PROPOSED LIMITS OF DISTURBANCE o ui O O O a ui
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/ LAND USE: RESIDENTIAL / / / / ///�'/ / \ �� Q �p C�, -- I I I \ \ \
r// / \ - IGOR & VALENTINA PC L FILE 536
ZONING: RESIDENTIAL / / // / ,( / / / / '� Q- PRIYMAK LOT 2 \ w 0 0 0 0 0 0 0 0
\ PROPOSED RIP-RAP STONE N N N N N N N N
/ / ( \ 48 \49 ��F�.� , - DB 8217 PG 563 \� LAND USE: RESIDENTIAL I I 1 \ \ \ \ ¢ N N N N O N
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Y 0 -_ PC F FILE 481 \\ I I \ I PROPOSED DRAINAGE DITCH
I I� I I I 51 Z \` / �— - - PROPOSED INLET PROTECTION o °
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PROPERTY CLASS: ,� �- \ j I III I y.-� I I
RESIDENTIAL �\ PID# 06225003E / I I I \� II Il f PROPOSED SIDEWALK
_ ZONING: VILLAGE OF DAVID & KASEY COATES - - _ I `.:• '�
.45 / MARVIN DB 8528 PG 864 �� \ / I I 1 PID# 06225007A
\� '__ � \ PC F FILE 481 / / I PROPOSED EASEMENT
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\ \ PID# 06240031 // / / /�/ /r ��, ^r ���� �\ �� PROPERTY CLASS: \ �� PROPOSED PARCEL LINE V cM
WILLIAM K DOBBRATZ & WIFE, / `Q"/, / / i �� �\ LAND USE: RESIDENTIAL P,
1 �� \ RESIDENTIAL \\ \� ZONING: RESIDENTIAL - - - PROPOSED RIGHT-OF-WAY 04
JENNY C DOBBRATZ / + 44/ _, 1 \ ��\ \
/% / /// / e / �� �� \ �ZONIN\ VILLAGE OF \A \N \\ \ i I I \ ^ 04
DB 3037 PG 607 // / / j// / // �` � � � � �� \\ \ � 1 i ICIco
PC D FILE 543 U2
/ � / �� - \�� �\ \� Y. \ �� _ I I \ PROPOSED BUILDING V
LOT 1C / / //�i`�/ / \ -33 32 _ _� e \� \\ \\ \ \\�
LAND USE: RESIDENTIAL i / ./ �,- �<v ��� '31__ \�� \\�\\\\� \\ \ PID# 06225003A PROPOSED RETAINING WALL V Z
F / / / - 43 / 1 34 \ \ \ TERRENCE PHILBRICK JR & JILL \ I I
ZONING: RESIDENTIAL / / - , \\ Qj
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\ PROPOSED TREELINE +�
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- l \ �` / / / f —zl\ \ I \\\ �� \ ZONING: VILLAGE OF MARVIIN �\ \ - e I WIFE,PARC ANITA M. 0 DELL W PROPOSED WATERLINE o U 6
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\ \ \ \ STORMWATER EASEMENT
/� --- p '\ ` \ \ �!- 1050 PROPOSED INDEX (MAJOR) CONTOUR 1 '�
PID# 06240030 / \\\\\ \ \ ` 15 16 DSO \ \ �„� // \ ( ) 11 � 7
\\ \ e I 1 q \ \_ // 1048 PROPOSED INTERMEDIATE MINOR CONTOUR N . aa)
\ DBA61 56 SPG L639 / / e�' \ 40 \ 137 I - \ ` ' 57 \ \
\. / G� 9,p \` ` \ / \ DRAINAGE AREA TO DITCH G� ti U
PC D FILE 543 / c �S '1 - \ I I I J/14/ \ \ 28 '� \ \ / / \� -0 > O
\ LOT 1B y� ,o O• p�j J� \ \ I I / / / I I 14 I �� C, I I DRAINAGE AREA TO SEDIMENT BASIN 1 '�
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LAND USE: RESIDENTIAL F O '� S _ - \ \\ � ,c I I / I
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13 \ I I ( 127 I \ I I AREA ACQUIRED BY THE 1 I / \ \ 1 i4 � ap
\ I I / \ I CONSTRUCTION SEQUENCE: PHASE 2 p
17 I \ \\ I I I \ I I I l DEPARTMENT OF", / \ I \ 1. ONCE CLEARING AND GRUBBING FOR THE SITE IS COMPLETE AND THE •� Q 0
\ \\ ----- a // I I \ \ I 59 TRANSPORTATION 3 \ SEDIMENT BASINS HAVE BEEN ADEQUATELY STABILIZED, THE CONTRACTOR C
\ �� -�/( ' - 39 I \ \ \ \ \ \ ^\ BK 8617 PG 813 SHALL REQUEST APPROVAL FROM THE NCDEQ INSPECTOR A MINIMUM OF a
E \\ / / / / 2 1 12 \ \ \ \ 1 26 \ 1 0.546t ACRES n / \� j / TRACT III 48 HOURS PRIOR TO CONSTRUCTION. WHEN APPROVED BY THE W U
/ 18 \ \ \ \ II 1 \ N/F INSPECTOR, PHASE 2 OF CONSTRUCTION MAY BEGIN, AS SHOWN ON v
PHILLIP E. 0 DELL & SHEETS C304 & C305. THE CONTRACTOR SHALL DILIGENTLY AND
WIFE. ANITA M. O'DELL CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND ,� Q
\ \ 25 / 9J/ / PARCEL AREA: STRUCTURES. •� r
19 \ \ \\ 60 \ 1 \� // / / / ✓�/ / / 0.062f ACRES 2. BEGIN SITE GRADING AND CONSTRUCTION. CONTRACTOR SHALL INSTALL Oo
4 ADDITIONAL EROSION CONTROL MEASURES AS INDICATED ON THE PLANS, "� ch
1 I 1 I e 1 1 1 I \ \ r\ / / /// AS REQUIRED, AND AS DEEMED NECESSARY BY THE EROSION CONTROL
20 \ \ \ \\\ \\ I INSPECTOR AS CONSTRUCTION COMMENCES. TIRE WASH MAY BE
\ 24 \ \ \ 1 1 / / // / REQUIRED IF CONSTRUCTION ENTRANCE IS NOT SUFFICIENT TO RETAIN
SOIL. CONTRACTOR TO BLOCK ALL POSSIBLE ENTRANCES TO SITE
BESIDES APPROVED CONSTRUCTION ENTRANCE WITH FENCING AND
ORANGE BARRELS.
PID# 06240006A i I I \ \ �/O 'Ap 21 \ \ \ \\ \� / 3. GRADING AND INSTALLATION OF STORM DRAINAGE SHALL COMMENCE.
GERALD L EARNHEART & �\ I I I r( I J :z: ��$ / / \ I /�' LIMITS OF DISTURBANCE CONTRACTOR TO INSTALL INLET PROTECTION AT ALL STORM DRAINAGE
WIFE, DEBRA P EARNHEART I I l I III J \ I STRUCTURES.
DB 425 PG 792 - / 1 I g i I / / I /• 22 /� I I 1 l - /�/ �1 = 36 ACRES 4. BEGIN CURB AND GUTTER AND STABILIZE PAVED AREAS WITH STONE
PC I FILE 146 I I 1 / / / / / _ `\, ____11
/ / GRADE.
ZONING: RESIDENTIAL �/ I / / �/ / / i I \\\ / 5. THE CONTRACTOR SHALL ADJUST EROSION CONTROL MEASURES AND Z
23/ / / / I /// STABILIZE SITE DURING GRADING AND AS STORM DRAINAGE STRUCTURES O Q
7 I I / / / l I ARE BROUGHT TO FINISHED GRADES. Z
D / / / / / I \ I / / I I \ / /// \ ---/ = I J/ 6. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
/ / / / / / / / / / l / / \ '�6, _J Q' 63 Imo` / SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE Z J
/ / / / / / / I I / / �� / / / �• / ,/ //// `r \ - / I --�/ DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS
PART OF THE CONSTRUCTION SEQUENCE. ALL SLOPES MUST BE > > O
_ - -- \/ SEEDED AND MULCHED WITHIN 7 DAYS. REFER TO EROSION CONTROL 0
/ / / /// 64 - / I ORDINANCE FOR ADDITIONAL REQUIREMENTS.
/ / / / / / / I // // / �1 / / / / / // // // I ••., I / / f - / - - v 7. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND DIRECTED Q v Q
I BY EROSION CONTROL INSPECTOR. J
�� Q \ ` 8. ALL EROSION CONTROL MEASURES SHOULD BE CHECKED PERIODICALLY J U
/ / \ \ AND AFTER EVERY RAINFALL EVENT. REPAIRS SHALL BE MADE (n
65 �� o, IMMEDIATELY AS REQUIRED. INSPECTION AND REPAIR REPORTS SHALL BE
/ / // // // / /��` // // /l / , ��� III \ \ ` l % Ac�,Qj�00• j1 \ yll, o o� I \\ \� KEPT BY THE CONTRACTOR AND PROVIDED TO THE INSPECTOR AND Q a
LAND DEVELOPMENT EROSION CONTROL AGENT AS REQUESTED. Lu
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9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
�/�`--`_ // I 10' WETLAND \� �-. / 66 I ���� \ ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL = O
1 -- i / BUFFER I \ I P�QJ � --- PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, NCDOT,
- , ,/ / \ ' \ \ I I I I I / 1 I AND UNION COUNTY SEDIMENT AND EROSION CONTROL ORDINANCE. Q U
JURISDICTIONAL \ a� I � •'
WETLANDS \ \ I I I �'1 67 j \ l/ � I i Z
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C I �\ / --, I I I I 1 1 / /� ) I I I I // / ,°F` f i I I PHASE 1 INSTALLED DURING
l I / �'p/ 00• (SEE SHEET C301) ` PHASE 1
(� (SEE SHEET C302)
PID# 06240005A ` { / / / / / '%3 \ / I \� I / / / / �♦/^� G
ROGER ADAIR WILLIAMS
�� --- DB 5082 PG 683 \ \ I J l l l l / / / / l l \ \ I \� \ / l// I // / PID# 06225021/ /-
o \ \ I - / / / /,- / / / l \ 1 PID# 06225055 \ / l I / / /
/ / I / SC
E LETT & WIFE,
LAND USE: RESIDENTIAL \ \ / / / / / / �\ I CHRISTOPHER SLOTTEN & I 30' SEWER / I I I /
I ��- ----- ZONING: RESIDENTIAL \ \ \ \ / / l l l ///j- ��� / / l \ 1 1 BEVERLY B LETT / / GIS TOPOGRAPHY
\ \ /J / / / I WIFE, JENNIFER SLOTTEN EASEMENT / I l / DB 258 PG 626 / /
\ \ I I �/ / DB 6201 PG 810 I ° / // / I I DB 260 PG 605 (NOT FIELD
--- - ---/ \ \ \ \ \ \ \ \ I I V \ / f / / / ( / / / 1 \ \ 1 1 I PC B FILE 8-B \ \ \ I / SURVEYED)
LOT 21 I \V / I I I DB 265 PG 852 / /
\ I / / LAND USE: RESIDENTIAL LL a
1 LAND USE: RESIDENTIAL ZONING: RESIDENTIAL / /
1 ZONING: RESIDENTIAL I I ` \ \ / / I I LL a V N J
PID# 06225054 I I I I I \ I \ \\ \ //�/ I I I \\
RAYMOND B XIQUES & / I I \ \\ \ \ \ / \ \\\\ + y I I I \ // I I I c% N
WIFE, CAROL A XIQUES / 1 I \ \ \ \ \\ \\ e / / \\ 1 l ��/ I I Z cl)
DB 3054 PG 108
PC B FILE 8-B // / \\ \ \ \ \\ \\\ ,�/ W
-------_- GIS TOPOGRAPHY / // /// / // / l /1 /� LAND USELOT
�.TREOSIDENTIAL // \ \\ \\ \\ \ \\ \\ \� ///// \ \\ \\ \ I I I� N
L --_ (NOT FIELD / / i / / / 1/ ZONING: RESIDENTIAL / \ \ \ \ I I 0 W
---------_--- SURVEYED) / PID# 06225053 / / / / \ \ 1 I \ 1 \ \ \ \ // / \ \ \ I LU (n
-\ \\ `_��� // JEFFREY M SAUSER & WIFE, / / / / \ \ I I i I i \ 1 \ \\ \ \\ \\ / /�/ // \\ \ \\ \ \ I II I I N Q
U B \ \ ----__ � ce / / / / / PATRICIA A SAUSER
DB 462 PG 500 \ I I I I I I 1 1 \ \\ \ _� I \
PC B FILE 8-B \ I \ 1 \ \ m
LOT 19 I I \ \ \ 1 \ \ \�� \ /k' ///� �� \\ 1 \\ \ \ I I Q Z
LAND USE: RESIDENTIAL I ` \ \ \\ \\ \ \ \� �\ \ \\� \ / \ I \ \\ \ 1 I Q c=j
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\ 1 I 0 a N Z
BEFORE YOU DIG! O Q r:
i / / / / / \ \ \ \ I I �� - I I \ \ \ / I CALL 1-B00-632-4949 ccc/ // / / // / / / / / I \ \ \ \ \ / I I \ \ / I N.C. ONE-CALL CENTER W cc J cn
IT'S THE LAW!
''J/ / I I \ I l/ NORTH CAROLINA BOARD OF EXAMINERS FOR J
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LEGEND
GIS TOPOGRAPHY — — EXISTING PROPERTY LINE
(NOT FIELD R/W EXISTING RIGHT-OF-WAY H
PID# 06225003E SURVEYED)
PID# 06240002C PID# 06240004 \ \ \ / / (MAJOR)KRISTEN CROWE VASS o,,,, EXISTING INDEX MAJOR CONTOUR
--- JERRY A PRESSLEY & WIFE, JERRY A PRESSLEY & WIFE, \ \ /
\ DB D157 PG 1087 / / I EXISTING INTERMEDIATE MINOR CONTOUR
\ ROBBIE C PRESSLEY \ / I \ \ \ -
ROBBIE C PRESSLEY \ \ PC L FILE 536 (MINOR)
\� DB 3633 PG 864 \ \` DB 4514 PG 425 ` LOT 3 / � / I I I PID# 06225003 \ \ \
NORTH LAND USE: RESIDENTIAL \ \ LAND USE: RESIDENTIAL \ # 1
ZONING: RESIDENTIAL \� ZONING: RESIDENTIAL LZNDING E. RESIDENTIAL / / / / KRISTEN CROWE VASS I I \ \\ \\ --_� �\ �` �\ \\ \\�\\ 635 GIS MAJOR CONTOUR (NOT FIELD LOCATED)
/ / / DB 157 PG 1087 I \
\ \ \ \ GIS MINOR CONTOUR NOT FIELD LOCATED
\ PID# 06240002E / \ � � � � ��\ �_��___ � _ � \ ,�/ / / / / / / PC L FILE 536 ( I 1 \ � \ ���_`- � \ \ \ ( )
CARL S NICHOLS & WIFE, �� �� - =�� / / / / LOT 1 I \ \ -�\ \� \ \ \ ��
IRIS W NICHOLS \ �� \�- -- _ _ - � - / / / / LAND USE: RESIDENTIAL I I \� \ --- \\ \ \ \ \ \ \� EXISTING DRAINAGE DITCH O
\ DB 691 PG 53 // \ �� - ��� ��� w -��� / / ZONING: RESIDENTIAL \ \ \ -----� \ \ \ \ \ �� V z
PC C FILE 877 / I I \ \ \ \ W EXISTING WATER LINE
\ LOT 2A
LAND USE: RESIDENTIAL NEWT I \\ \� \ \�\ - - _ �\ \\ \\ \ \\ t\\ \\\ \\ OH-E EXISTING OVERHEAD ELECTRIC LINE Z a
\ \� ZONING: RESIDENTIAL / �� \ �\ 0 \ -- \ \ w
\ i - - EXISTING STREAM O
—'.. EXISTING WETLAND j c� z �_
.....:: \ _ Lu z N m CO CO >
C' p J 7 W w W J
O C F PROPOSED TREE PROTECTION FENCE cc m ° o N 0 z °
—�� \ - G\� / \ I \ \ S F PROPOSED SILT FENCE J 0 a > > �
PID# 06240002A I I I --� �� I \ \ \ I \ z Q Q Q
CARL S NICHOLS & WIFE, I I i I i i / / / l �F`,p�110 -�� _ - \�� w \ \I \ \ \ I \ I \ PROPOSED SILT FENCE OUTLET z o D co
O G
IRIS W NICHOLS I I / G O' -� _ - \ \ I I IV\ =j ° ° o ° o o 0
I I I I / y "� - - PROPOSED LIMITS OF DISTURBANCEui
DB 564 PG 218 / / I I / ✓ PID# 06225003D I I \ W a W
\ PC C FILE 877 / / /. 'P 'P i_----_- MARK & LISA WINDLE
\ LOT 2B / / / / I / / /. / / / o PID# 06225003C I PROPOSED EROSION CONTROL MATTING z ' z -> -> z z
/ I / ^ �� DB 7289 PG 702 A W a a a o
/ LAND USE: RESIDENTIAL / / / / `/:.: Q p �� ---_ IGOR & VALENTINA �� PC L FILE 536
ZONING: RESIDENTIAL / / / //� / / '48 4g v '`O���Q- --_ PRIYMAK ��� LOT 2 \ \ \ \ PROPOSED RIP-RAP STONE N N N N N N N N
LAND USE: RESIDENTIAL \ \ \ \ N a
/ / I I I ���� 47\ �� -, F, F --_ DB 8217 PG 563 \� \\ \ \\ \ PROPOSED INLET PROTECTION 0
I �\ \ \ -_ 50 �� Y m Q 0J PC F FILE 481 l \ ZONING: RESIDENTIAL II \ \I II \
NEW TOWN ROAD SR-1315 / // % / /' I III II I I �46 -51 Q a _ - LOT 25-C �� \\ I o
�� PROPERTY CLASS: �� �- \ j I� I —i -I�-\ - - '.:...� Y;:: N . . N
RESIDENTIAL t PID# 06225003E F I I PROPOSED SIDEWALK z
I I : ....�.':.:.� ..:'. . . . .
I/jl I I I I I _ ZONING: VILLAGE OF DAVID & KASEY COATES - ��/ I I �� I I PROPOSED EASEMENT
45 - \ \\ \ 1 I PID# 06225007A PROPOSED PARCEL LINE
MARVIN DB 8528 PG 864
PLOT C F FILE
B81 �� I JOE M ARDREY
PID# 06240031 •52 �. DB 1561 PG 564
\ / / / / / / �� �\ �� PROPERTY CLASS: \ LAND USE: RESIDENTIAL - - - PROPOSED RIGHT-OF-WAY J c')
WILLIAM K DOBBRATZ & WIFE,� �, / / , / ���� � \� � 'C `�\� \ _�
JENNY C DOBBRATZ / / // �j/� / 44/ _ 1 \� \ �� RESIDENTIAL \\� ZONING: RESIDENTIAL ICI04
\ PROPOSED BUILDINGco
/ / \ ZONING: VILLAGE OF MARVIN
\ DB 3037 PG 607 / � / / .f///jam � / � ,/ - /� - � 53.E \ \ I \ 04
PC D FILE 543
/ 33 PROPOSED RETAINING WALL
LOT 1C ,/ -� 32 ��� � \ \\ \
LAND USE: RESIDENTIAL i/ - <v 31 \\ PID# 06225003A \ I I Z
/ / 43 \ \\ I� PROPOSED TREELINE
F ZONING: RESIDENTIAL / / � - �' �, 34 � � � -30_- � � �\\\� � TERRENCE PHILBRICK JR & JILL \ I � �
54• \ \ PHILBRICK ( +. N
/ / / / �✓ .\� \ TRACT IV SAN PROPOSED SANITARY LINE
1�j / \ \ \ \ DB 4375 PG 325 / �--I O cM
\\\ \ PC F FILE 481 N� W PROPOSED WATERLINE cc 0
\ \ \` :. LOT 25-A I PHILLIP E. 0 DELL & U2
35 \ PROPERTY CLASS: RESIDENTIAL l WIFE, ANITA M. O'DELL �y U co)
ZONING: VILLAGE OF MARVIN : 1 STORMWATER EASEMENT 1
-- � / / / �• l ` � � .:. \ � i PARCEL AREA: 0 p
0.112f ACRES 1050 PROPOSED INDEX AJO CONTOUR C 00
41 I 36 \ \ \ �\ \\ \ _ (M R) O C) E
/ \ - _
1048 PROPOSED INTERMEDIATE MINOR CONTOUR cc o
� PID# 06240030 �/ �\�\ �. 15 � \16 �`r0� , Y\ \ \\\\� ..:� _� \ /% - \ 1 �
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PARCROSS LLC / \_ \ \ \ �_ I // N c')
\ DB 6156 PG 639 / i 40�� 37 - �� P ` ' G 9,Q 57 ` �^ ti
PC D FILE 543 / / - ,o �� I i J 14 \ \ %� 1 j M
\� LOT 1 B y� ,oF /O (`SO. O�js \ I / / / 128 ,QC9,l, : /� I�Q e CONSTRUCTION SEQUENCE: PHASE 3
\ LAND USE: RESIDENTIAL 'o \ / - F J
\� ZONING: RESIDENTIAL �\ e✓,c�c`�F (V/A Oqo, `1138,r 58 / ( 1. THE CONTRACTOR SHALL REQUEST APPROVAL FROM THE NCDEQ INSPECTOR 0 N
13 \ i 27 I AREA ACQUIRED BY THE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. WHEN APPROVED BY ,L� co
/ 1 17 I I DEPARTMENT OF '- I THE INSPECTOR, PHASE 3 OF CONSTRUCTION MAY BEGIN, AS SHOWN ON •^� O p)
\ i �� _�� q \ 59 I I TRANSPORTATION / / SHEETS C307 & C308. THE CONTRACTOR SHALL DILIGENTLY AND
---- J `� / 139 \I \ \ BK 8617 PG 813 - / /`� CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
E \� �� / i/ //i -- 2 111 I\\\I 12 !? 26 \ 0.546t ACRES / / / TRACT III 2. AFTER ALL CONTRIBUTING DRAINAGE AREAS ARE STABILIZED AND PROPOSED w V a
/ i I 18 / / N/F STORM DRAINAGE IS INSTALLED ROUTING TO SB-1 & 2, CONTRACTOR TO O
\ \ / / ` / - CONVERT BASINS INTO PROPOSED WETPOND #1 & #2 INCLUDING v
I \ \ I PHILLIP E. 0 DELL &
i� // // \ \ ` \ I INSTALLATION OF WATER VOLUME CONTROL ORIFICES IN THE PERMANENT <
v / // -- 3 \\ \ ,� \ ' / a i WIFE ANITA M. 0 DELL �--I Q
/ - \ 11 \\ � \ 25 \ \ �> J OUTLET STRUCTURE. CONTRACTOR TO COORDINATE WITH EROSION CONTROL
` \ \ 1 / PARCEL AREA: INSPECTOR FOR THE CONVERSION OF SEDIMENT BASINS INTO WETPONDS. �~ O
\ I / / /// _ I 1 \ \\ \ \ \ \ \ 60 \ +� `� / / / ✓ /\ / / 0.062f ACRES � ti
\' 3. SEE SHEETS C510 & C511 FOR CONSTRUCTION DETAILS OF WETPOND #1 •� c")
& #2. CONTRACTOR SHALL COORDINATE WITH EROSION CONTROL INSPECTOR
FOR ANY ADDITIONAL EROSION CONTROL MEASURES THAT MAY BE REQUIRED
DURING INSTALLATION OF THESE DRAINAGE PIPES AND ASSOCIATED RIP RAP.
4. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
I i / I 1 I I - �oG%�, \1 1 I I I / ANY EROSION CONTROL MEASURES UNTIL THE CONTRIBUTING DRAINAGE
I / / / / / _�� AREA IS ROUTED VIA THE STORM DRAINAGE SYSTEM TO THE WETPONDS;
PID# 06240006A I I ��O 'Qp 21 \ / AND ASSOCIATED EROSION CONTROL MEASURES.
GERALD L EARNHEART & �\ I I I 'P 90 \ / / 5. ONCE THE SITE IS PREPARED FOR VERTICAL CONSTRUCTION, SET UP AN
WIFE, DEBRA P EARNHEART - I I y ' �<y \ / -_/ / LIMITS OF DISTURBANCE
I � J 36 ACRES ON-SITE PRE-CONSTRUCTION MEETING WITH EROSION CONTROL INSPECTOR
DB 425 PG 792 I AND OWNER TO DISCUSS EROSION CONTROL MEASURES A MINIMUM OF 48
PC I FILE 146 --_ � I / � / I I /22 Ile
HOURS PRIOR TO CONSTRUCTION.
LAND USE: RESIDENTIAL I / / / I 62 ��,- �� 6. RELOCATE PERIMETER CONSTRUCTION FENCING AND SILT FENCE AS
ZONING: RESIDENTIAL / , / ' NECESSARY. TIRE WASH MAY BE REQUIRED IF CONSTRUCTION ENTRANCE IS Z
23 ' // / NOT SUFFICIENT TO RETAIN SOIL. CONTRACTOR TO BLOCK ALL POSSIBLE Q
/ I I
0
/ ENTRANCES TO SITE BESIDES APPROVED CONSTRUCTION ENTRANCE WITH
7 I I I I I / // Z Jj� FENCING AND ORANGE BARRELS. �_
/ / / / / / / I I \�JI / / - / // // y6 Q 63 - / I� I 7. GRADING AND VERTICAL CONSTRUCTION ON LOTS SHALL COMMENCE. (SEE Z
/ // d+ / I J
\- / // //// / � ; ( SHEET C400 - C404 FOR ADDITIONAL INFORMATION)
8. THE CONTRACTOR SHALL ADJUST EROSION CONTROL MEASURES AND > > O
��/ In, > I STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
/ '// // /r 64 / / � "�^�� I 9. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
4 o� SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED
/1 p AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE J
=; o CONSTRUCTION SEQUENCE. ALL SLOPES MUST BE SEEDED AND MULCHED = J v
65 oP� \ \ WITHIN 7 DAYS. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL
/ / / ✓/ / / / / // / // �\ \ / \ 1 / / - / / / /� ) I \ \ / ;0 7 I ��c \ \ REQUIREMENTS. Q
c��pZ�0• 10. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND DIRECTED BY a
c��•'Q 11 EROSION
EROSION CONTROL INSPECTOR.
SHOULD BE CHECKED PERIODICALLY AND W J O
'Q o
10' WETLAND \ 66 I \ co \ AFTER EVERY MAJOR STORM EVENT. IF FAILURES ARE FOUND THEY SHOULD
BUFFER \ X r /^ �\ BE REPAIRED AS SOON AS POSSIBLE.
12. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE Q
_ WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
JURISDICTIONAL // `� I I Z
WETLANDS \� - 67 MANUAL, U.S. DEPT. OF AGRICULTURE, NCDOT, AND UNION COUNTY —
SEDIMENT AND EROSION CONTROL ORDINANCE. w
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SEDIMENT BASIN #1 Lu J
SEDIMENT BASIN #2 / / \ � ,� \ / \ //- i� T 'R
INSTALLED DURING / i V
C / _-� I \ I / I / / / / - �o I I PHASE 1 INSTALLED DURING
I I I I ` i ) I / 11 0 f I I PHASE 1 / \68 J k
O. (SEE SHEET C301) (SEE SHEET C302)PID % ' ( ,�
ROGER#ADAIROWIILLAMS
o / / PID# 06225055 \ ty /� / / PID# 06225021
DB 5082 PG 683 \ \ ( / / // / / / // / / / J I / f
#
w \ I - / / i- / / / I / SCOTT E LETT & WIFE,
LAND USE: RESIDENTIAL \ \\ \ j jl l l/ // �i / GIS TOPOGRAPHY \\ CHRISTOPHER SLOTTEN & I I 30' SEWER
I �- -- ZONING: RESIDENTIAL \ \ \ / / / /- / / / \ \ 1 ,(� I BEVERLY B LETT / / GIS TOPOGRAPHY
\ / l / i NOT FIELD WIFE, JENNIFER SLOTTEN EASEMENT / I DB 258 PG 626 / /
( \ \ I \ DB 6201 PG 810 1 / / I (NOT FIELD
- --/ \ \ \ \ \ \ \ I I \ / / / SURVEYED) \ \ \ PC B FILE 8-B I \ / I DB 260 PG 605 SURVEYED)
h \ - \ \ \ \ \ \ ` \ / / 1 \ \ \ LOT 21 I \\ \ J / I I DB 265 PG 852 / /
LAND USE: RESIDENTIAL \ \ / I I I LAND USE: RESIDENTIAL
ZONING: RESIDENTIAL I \ \ \ / I I ZONING: RESIDENTIAL LL a J
PID# 06225054 I I ` I \ \\\ c I I I \\ / / I a N
RAYMOND B XIQUES & / I I \ \ \ \ / \ \ \\ I I / I I H U co
WIFE CAROL A XIQUES \� N M
3 _---- \ DB 3054 PG 108 / I \ \ \ \ \ �\ \ \ I I Z
/ // / /I I I I l PC B FILE 8-B / / \ \ \ \\ \ \\ \ \ \ \ I I I Lu
------- / / / / / I / LOT 20 / / \ \ \ \ \ \ \\ �� \
-__ GIS TOPOGRAPHY / / / / / / / / / l / �� LAND USE: RESIDENTIAL � / \ \ \ \\ \\ \\ \� // /" � \ \ \ \ I I � �� � M
a - --_ (NOT FIELD / / / i / i / l �/ ZONING: RESIDENTIAL / I \ \ \ \ \ \ // /,� \ \ \ \ I ( 0 W
__-------- _ SURVEYED) / PID# 06225053 / / / \ \ \ I I W (/�
_ �\ - / / JEFFREY M SAUSER & WIFE, / / / \ \ I I I I I l \ \ I \\ \ \\ \\ / �9/ / // \ \ \ \ I I I ' N Q
B \ / / / / PATRICIA A SAUSER
\\ \ /// //// m
DB 462 PG 500
PC B FILE 8-B Z a v
LOT19 Z
LAND USE: RESIDENTIAL / �^ \\ \ \ \\ ` \\ \\ \\ \\ \�\ �� \ \\ ;*. \ / \ I \ \\ \\ I I Z Q v
/ ZONING: RESIDENTIAL
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H
/ EROSION CONTROL MATTING INSTALLATION:
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS .� l
EDGES SHALL BE TAPERED OUT (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND <
G o ° TOWARDS ROAD TO PREVENT SEED. t .�
TRACKING OF MUD ON THE EDGES =: 18" MIN ' 0
Q DOO ° 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6"(15CM) ''`"°' ;:' CLEAR
INLE TO W O
DEEP X 6"(15CM) WIDE TRENCH WITH APPROXIMATELY 12" (30CM) OF RECPS
Ool
M� EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE Z v a a
RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART IN ;,. ' <. 0 coOp�ooOp>o ()o °°°°° ° THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER INSTALL 19GA `' 0 o m J a J J
�� STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING HARDWARE CLOTH
�O O O 12"(30CM) PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL. AND STONE W Z
/ J OQO Q0_ �� SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES STAKES < 0 0
O O p00O,�,�^000 SPACED APPROXIMATELY 12"(30CM) APART ACROSS THE WIDTH OF THE RECPS. 3B " z N o = Z
12-INCH MI OI NI NI � Z
v V V z F a
n DROP INLET o N W 0
u O O O 3. ROLL THE RECPS (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. RECPS ; 0 O a a a 0 0 G
OOP OOP OO WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS 0 0 0 0 0
° ° 0 ° 0 0 0 °
0� 0� MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN 12" a 0 W W W W a W
AVERAGE STONE DIAMETER OF Dp Dp ��� APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. a: ° a ° a a 0 °
2 TO 3-INCHES WITH A �r to NCDOT #5 OR #57 < ' Q 0 0 > ; 0 0
a'4 j 0 J 0 J J 0 0
6-INCH MINIMUM DEPTH �� WASHED STONE
0, 4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" -
5" (5-12.5CM) OVERLAP DEPENDING ON THE RECPS TYPE. r ; ''' N N N N N N N N
UNDERLYING NON-WOVEN N N
GEOTEXTILE FABRIC 5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE END OVER END
(SHINGLE STYLE) WITH AN APPROXIMATE 3"(7.5CM) OVERLAP. STAPLE THROUGH 2 -5 - IIIIIII CO
III O N N
NOTES: INSPECTION & MAINTENANCE: OVERLAPPED AREA, APPROXIMATELY 12"(30CM) APART ACROSS ENTIRE RECPS � __ I z
WIDTH. = III I
1. STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED 1. THE KEY TO FUNCTIONAL CONSTRUCTION ENTRANCES IS WEEKLY _
AT ALL POINTS WHERE TRAFFIC WILL EGRESS/INGRESS A INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT _ _ _-III PLAN
CONSTRUCTION SITE ONTO A PUBLIC ROAD OR ANY REMOVAL. I I=III=I I =I 6
IMPERVIOUS SURFACES, SUCH AS PARKING LOTS. NOTES: 4 - = 19 GA. HARDWARE CLOTH V
WITH 1/4" OPENINGS
2. INSTALL ANON-WOVEN GEOTEXTILE FABRIC PRIOR TO 2. REGULAR INSPECTIONS OF CONSTRUCTION ENTRANCES SHALL BE 1. IN LOOSE SOIL CONDITIONS, THE USE " MIN �'�
CONDUCTED ONCE EVERY CALENDAR WEEK AND, AS RECOMMENDED,
18 I..� N
PLACING ANY STONE. WITHIN 24-HOURS AFTER EACH RAINFALL EVEN THAT PRODUCES OF STAPLE OR STAKE LENGTHS " CLEAR TO NOTES: co
GREATER THAN 6"(15CM) MAY BE " " "` """ "- ""•"" INLET 5' LONG HEAVY DUTY STEEL ^ 04
3. INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHEN 1/2-INCH OR MORE OF PRECIPITATION. NECESSARY TO PROPERLY SECURE THE \"\ " " ^ ^"^ " " " " T-POSTS SET 24" MIN, INTO 1. ATTACH HARDWARE TO OUTSIDE OF U
RECP'S. ^ ^ ^ ^
NEEDED TO PROVIDE POSITIVE DRAINAGE. " "`" ."`"•" "." GROUND (MAX 4' SPACING) FENCE POSTS WITH APPROVED Z
r 3. DURING REGULAR INSPECTIONS, CHECK FOR MUD AND SEDIMENT ^ ^" " " ^ " "" "\"\"""" FASTENERS.
BUILDUP AND PAD INTEGRITY. INSPECTION FREQUENCIES MAY NEED 2. ALL SLOPES WITH SLOPE "\ " O N
4. THE ENTRANCE SHALL CONSIST OF 2-INCH TO 3-INCH D50 TO BE MORE FREQUENT DURING LONG PERIODS OF WET WEATHER. ti
STONE PLACED AT A MINIMUM DEPTH OF 6-INCHES. GREATER THAN 3:1 THAT NCDOT #5 OR #57 2. FILTERS SHALL BE INSPECTED WEEKLY P-4 O 0)
CONSTRUCTION ACTIVITIES 2 WASHED STONE AND AFTER EVERY RAIN AND REPAIRED = O
4. RESHAPE THE STONE PAD AS NECESSARY FOR DRAINAGE AND HAVE PERMANENTLY OR TEMPORARILY CEASED SHALL 1 ca ti
5. MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE RUNOFF CONTROL. - GROUND AS REQUIRED. ,.� U N
12-FEET WIDE BY 50-FEET LONG, AND MAY BE MODIFIED 1 N co
AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS. BE STABILIZED WITH 3. SEDIMENT SHALL BE REMOVED AFTER
5. WASH OR REPLACE STONES AS NEEDED AND AS DIRECTED BY SITE SHORT-TERM DEPOSITS REACH HEIGHT OF BARRIER. 1 1 O 000
INSPECTOR. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR �\ R \ \ \ O O
6. THE EDGES OF THE ENTRANCE SHALL BE TAPERED OUT BIODEGRADABLE ^ ^ ,� ���/j� OPENING �\ \ /�REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE THE AMOUNT ^ qcT TOWARDS THE ROAD TO PREVENT TRACKING AT THE EDGE DOUBLE-NET STRAW `\/� N 4. STEEL POSTS SHALL BE MINIMUM 1.25 r--I x q
OF MUD BEING CARRIED OFF-SITE BY VEHICLES. FREQUENT WASHING BLANKET MATTING PER. a. N
OF THE ENTRANCE. WILL EXTEND THE USEFUL LIFE OF STONE PAD. 3A .' .: �� POUNDS PER LF. 1 1 C� = Li c
CATCH BASIN 32" � m " 0
7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE 6. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED 3 AND SEDICMENT CONTROL E NCDEQ ION a. 5. REFERENCE NCDENR EROSION AND \ U) c")
STONE PAD TO A SEDIMENT TRAP OR BASIN OR OTHER ONTO ADJACENT IMPERVIOUS SURFACES BY BRUSHING OR SWEEPING. SEDIMENT CONTROL PLANNING AND Q� 1�
SEDIMENT TRAPPING STRUCTURE. PLANNING AND DESIGN DESIGN MANUAL, SECTION 6.51. O C)
FLUSHING SHOULD ONLY BE USED WHEN THE WATER CAN BE MANUAL, SECTION 6.17. 1 1 .> O
DISCHARGED TO A SEDIMENT TRAP OR BASIN. ti
8. LIMESTONE MAY NOT BE USED FOR THE STONE PAD. M
3 INLET PROTECTION 4)
7. DURING MAINTENANCE ACTIVITIES, ANY BROKEN PAVEMENT SHOULD O N
9. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL BE REPAIRED IMMEDIATELY. 3' C309 NOT TO SCALE k c
PLANNING AND DESIGN MANUAL, SECTION 6.06. •� Q 0)co
8. CONSTRUCTION ENTRANCES SHOULD BE REMOVED AFTER THE SITE
HAS REACHED FINAL STABILIZATION. PERMANENT VEGETATION SHOULD r 0 a
REPLACE AREAS FROM WHICH CONSTRUCTION ENTRANCES HAVE BEEN 2 EROSION CONTROL MATTING h+�l
REMOVED, UNLESS AREA WILL BE CONVERTED TO AN IMPERVIOUS C309 NOT TO SCALE O
SURFACE TO SERVE POST-CONSTRUCTION. p� i
� a
•ry r
TEMPORARY CONSTRUCTION ENTRANCE op-1M
C309 NOT TO SCALE
W2
END OF FLARED SECTION
(SEE PLANS)
WIRE Z
FENCE 0
z B B 12" COMPOST SURROUND CURBCIN TO 8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE ♦� Z_
o g o FILTER
SEE DETAIL THIS SHEET (MIN. 14 GAUGE 6"X6" WIRE) FABRIC Z v♦ J
J 0
� HOOD 6' MAX EXTRA STRENGTH
w � IRE FENCE POST FABRIC WITHOUT
w BACKFILL TRENCH
EXISTING MM
.� W1 GRATE AND COMPACT GROUND I.L.
THOROUGHLY r '
END OF APRON
(SEE PLANS) .1 Flrlrlr771r'lr771r- GRATE ::::::`......:::
PLAN VIEW 5' STEEL POST \�\��\� 4" MIN::::::::* ��\� v/
EXPANSION t" REBAR FOR BA (MIN. 1.33 LB/LF) UPS
RESTRAINT REMOVAL FROM INLET /� Z
(DISTURBED AREA)
1' MIN.SLOPE W
00 Q
J O MMI.L.♦R
0
DEFLECTOR REQUIRED WHEN USED ON PLASTIC DR
FILTER BAG V 2
1A N
!� EXISTING MAINTAINED STREETS.
N WIRE TIES \\ Z
DUMP LOOPS DEFLECTOR SHALL BE PLACED SUCH THAT NOTES: v .,
IT WILL NOT COMPLETELY OBSTRUCT STORM O _ LL
1' MIN. WATER FLOW FROM ENTERING VIA THE CURB ~ \\�\\�\\�\\ 1. FILTER BARRIERS SHALL BE INSPECTED
OPENING. ENSURE NO MORE THAN 25% OF
FILTER FABRIC CURB OPENING IS OBSTRUCTED. WIRE IMMEDIATELY AFTER EACH RAINFALL AND W \
LAP AS NEEDED D I FENCE EXISTING DAILY DURING PROLONGED RAINFALL. Lu J M/
n J I GRADE REPAIR SHALL BE MADE AS NECESSARY. _ CIS cc
C NATURAL GRADE ELEVATION VIEW CATCH BASIN N Q
RIP RAP
p I 2. FABRIC SHALL BE REPLACED PROMPTLY D zIF FOUND TO BE IN DISREPAIR.�I r\ OUTLET SLOPE MAX. AREA ♦♦^^
_ I I = D \/\\ \ � \\�\\�\\ \\� \�/\\/�\ SLOPE LENGTH (FT) (SQFT) 3. SEDIMENT DEPOSITS SHALL BE REMOVED v/
I� - �\ \\/�\/�\\/�\\/�\/�\/x\/\/�\/�\/�\\• \ <2% 100 10,000 AFTER EACH STORM EVENT AND WHEN
�� �� '�� '\� �� '\\'� DEPOSITS REACH APPROXIMATELY 1 3
'lil N 2 TO 5% 75 7,500 /
EXISTING HEIGHT OF BARRIER.
I 8" DOWN & 4" FORWARD 5 TO 10% 50 5,000
T (THICKNESS) SECTION I NSTALLATION ALONG THE TRENCH GROUND 10 TO 20% 25 2,500 4. REFERENCE NCDEQ EROSION AND
LAYER OF FILTER FABRIC (SEE PLANS)
INLET PROTECTION FILTER BAG >20% 15 1,500 SEDIMENT CONTROL PLANNING AND
SECTION B-B 5 SECTION VIEW DESIGN MANUAL, SECTION 6.62. IL a U) C7
C309 NOT TO SCALE a U
NOTES: t- �
`� cm
N 1. CLASS OR MEDIAN SIZE OF RIPRAP AN LENGTH, WIDTH AND DEPTH OF APRON TO BE 6 TEMPORARY SILT FENCE cl)
N DESIGNED BY THE ENGINEER AND ARE SUMMARIZED IN THE TABLE BELOW. C309 NOT TO SCALE N
2. RIPRAP SHOULD BE EXTENDED UP BOTH SIDES OF THE APRON AND AROUND THE END J
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 Q
AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
z W
a B 3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF Q m
a THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT J m o
SO THAT THE INVERT OF THE APRON SHALL BE THE SAME GRADE (FLUSH) WITH THE 0 z Y
Q SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE w
WALL AT THE DOWNSTREAM END. =
0 U
Al
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF Z R* Z
THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1. 0 N 0
0 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
BEFORE YOU DIG! V N
CALL 1-800-632-4949 T
N.C. ONE-CALL CENTER O J a
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL ITS THE LAW!
N SHALL NOT BE ALLOWED. W
cp NORTH CAROLINA BOARD OF EXAMINERS FOR
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE ENGINEERS AND SURVEYORS LICENSE NO.G3035 0
PERMITTED.
..I..., W
0 8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT "CN CAR''�., J O o
°o OF RIPRAP. Essl'N.�/ ''.; v I-
9
9. ANY DISTURBED AREA FROM THE END OF APRON TO RECEIVING CHANNEL MUST BE Q bi
c� o a
STABILIZED. - SEAL = o o cr a a
N
043168
4 NGNO..
RIP RAP APRON :o=` DRAWING
,,so. NG C309
C309 NOT TO SCALE N.. IN E, 5`
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E�os� 3/8" GALV. STEEL CABLE
HARNESS SUPPORT RING
HARNESS SUPPORT RING U z
CORRUGATED PIPE DIAMETER W O
AND FOOTAGE AS SHOWN a
ON PLANS Z v a
d 0 w
0 1° w (n m a Z m
N M
O� c�EF W o z 2 m �_ Q
CC Q z N p = Z Q
2 C7 Q CC F Q
Z
O O O N Z
w z z d O
G CABLE TO BE FIELD ATTACHED WITH z Q Q Q °
III 11 —I I I-1I 1=1I I- SUITABLE FASTENERS AFTER ANCHOR GUY z O 20 m 2 2 � O G
III—III— III—III=III-I 3/8" GALV. STEEL CABLE SCREWS ARE ATTACHED ° ° o ° o 0 0 °
��III-
III-
IIIIII-III-III-III- AND GALV CLAMPS o W � � � a W
O II-III-III=III=III-III-III-I W W
NOTE: FOR MAINTENANCE REQUIREMENTS _ _ _ _ W ° ° o °
a a a
T \ / p III-III-III�III-III-III-III- m z > z > > z z
SEE SILT FENCE DETAIL FOR \gyp —III=III—TII-1
—III=III=III=� ANCHOR GUY SCREW 1/2" DIA ROD X 111
INSPECTION AND MAINTENANCE NOTES O OO LldII—III—III III—III—III—III- USE TWO (2) ANCHOR GUY SCREWS w N N N N N N N N
p II=III-III-I =III=III-III-T FOR EACH TIE DOWN. HARNESS 18" LONG o 0 0 0 0 0 0 0
p Q � N N � N � N
I I I—III—III 11 M 11-1 I M I l- SUPPORT RING TO BE USED AT 10' C.0 o ? s o 0 0 0 o g
CLASS B RIPRAP I II I-III-III-III 1=III-I 11=III=I
�� �Q> III-�-III�III-J I I-III=III=
p cod 1 I-IIlw]I IEfl 1=1IFo-11=III-I SECTION A-A oo TEMPORARY o N N
m— o- DIKE FILL OVER
I I I- 111�1 11-1 J-1 I I-1 1I-
TEE
11-1 I[Lola 11-1�-11r� 1=111=1
_ SILT FENCE J-HOOK i pO QI 111 Io III�III-I III-III- TEE
F� �O p�� I I=1 I I:o:l 11=1 =1 I k:I 1=1 I I-1
C310 NOT TO SCALE \off OOOO IC/It 111111I1~1I11I1 11I11I11111I11I11I11I1� TOP OF HAND-COMPACTED V M
p � - _ — — — - FILL (ISLAND)
��`�' III-III-III III-III-III-III- i.
�� I I-111-lll- -l11-111-111-� 6» MIN. �..� co
STABILIZED p 0 p III-III-IIIEIII-III-III-III- 4' MIN. 04
NGROUNDNVEI11=I I I=I I I=III I=III=1I1=1I1=�
�O I-III-III]=_III-III-III-III- 1' MIN. +' U
F n�lI-III-III=IIII=III=III=III=1 INLET Z
FLOW O TEE TO MATCH_PIPE SI—II1=III=III=III= /�j C� N N
O^ U I I-III-IIFE1L=1I1=1I1=111=� 18" MIN./` , - - - +, *; ti
�� _MEifl� II��II=_ —III-11I= J SWALE TO � O M
p �"`I-1I1=1I1=111=1I1=1I1=1I1=1 INLET O
�� I p0 -III-III-I I ICI I I-III-I = cc
M-�- - - 111E11111fi=11- - 1 p U o IIII I C I III J 111CIIIEJ I I1 11 -111-
p� SLOPE DRAIN — SEE PLAN=III-I SECTION B—B PLAN VIEW 1 O 00
FILTER BERM NC Op O I FOR SIZE AND LOCATION -III—III- T-SECTION \ O O E
DOT #5 OR #57 O� O 11—III—III—I'll—III—II1=1II—� DIVERSION CHANNEL � x q
WASHED STONE O p O v I I M I M I M I M I I—I I I—I I I- NATURAL GROUND TEMPORARY FILL U1 ca 1 a
BOO II-11 1E 11 1E1-11 1E111-111-� OVER TEE DIKE 11 - N
liII
p �t=III-III-III�III-III-III-III- 36" MIN. FROM CENTER OF
10' MIN. STAKE (TYP.) Fes° p�o OI I I Il 111 I II I 111 l= I=1I1=1I1=d
O O IIII.=III=III=III= 4' MIN. PIPE TO TOP OF BERM N o0
O O I1.4 -WIDE=1I I=1II=1I1=1IEd SURFACE PIPE NON-PERFORATED 1 ? 0
BERM III=III=III=III= ��� � �� i.
— _ _ _ = CORRUGATED PLASTIC PIPES) 1 p c)
I1-lI1-111-111—d EXTEND PIPE TO THE END OF O N
O O III-III-III III-III-III-III- \ 0 4)
O I O —111-111— lI1-111-111-1 EACH DAYS FILL WORK. a \ \/ kI 6 O
A ° ° A Op III-III-I I ICI I I-III-I 11=1 11= •�+ 0 00
0 —_— ANCHORS AT 10' / //�/,///\//// 18" MIN. ,, OQ p)
I1-III-II1-�111-111-1I1-1 \\.\> \/� DEPTH
V) Z O IIII-III-III -11I-I I I-I I I-I I I- O.0 SPACING TEE c
Q 0 I I=1 1 1-1 11= =1 11=1 11=1 11=� a
> o ° ° I�� EIII-III-111 111EIII-III-III- '\\�' INLET 0 W
0 I I-I I I-III-III I-I I I-I I I-I 11=_I
�� I III-III-I I ICI I I-1 11-1 11-1 I I- 5' MIN.
° � I I-III-III-III I-III-III-III-I �
p��lll-III-III�III-III=III=III- \ , •� r
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1 1-I I I-I I I-1L-1 1 1-I I I-I I I-I
�+�-III III I I ICI I I-I I I- -1 I F I I I //\i. •� r,
° ° ° ° ° ° ° ° PLAN VIEW COMPACTED SOIL FILL
N. \��\�\�� �' L D
PLAN STRAW BALE (TYP.) MIN.
18" MI
TYPE "ABOVE GRADE" STABILIZED GROUND CLASS B RIP RAP
POST STAPLES N' DIA.
WITH STRAW BALES 4'-WIDE OUTLET
STANDRIP RAP FACED WITH #57 WASHED 4" STAPLE BINDING WIRE 1' 3'RIP-RAP HEADWALL 1' MIN. HIGH BERM _
CLOTH - EXTEND HARDWARE STONE - 6" THK MIN. SEDIMENT STORAGE 112" (2 PER BALE) m NOTES:
o
BELOW GRADE o l I 1-1I1=1I1-1
NOTE: CARRY RIP-RAP THOUGH TO BREAK IN BERM Ptow p o 0 —III—III—III-I 1. PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL COMPACTED FILL AT
_ �>♦ i4 0 I1-111E111E111-1I I-I LOCATIONS INDICATED ON EROSION CONTROL PLAN.
STRAW BALE -I I —_ iv - -- -_— =III=-�1�=-�IA= Z
co TO BREAK IN BERM WOOD OR I-111-1I1= I—III—II1-111-111E111—II1-1 2. SLIGHTLY SLOPE SECTION OF PIPE UNDER THE DIVERSION DIKE TOWARD OUTLET. a
- NATIVE MATERIAL METAL STAKES =III=III=III =III=III=III=III=III=III=III=� O Z
N (OPTIONAL) (2 PER BALE) I—III—III—III—_ _ _ _ _ _ _ _ _ _ _ _ _ _ --_ _=I+I= =+I�= = II=�I�= 3. ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT.
GROUND =I I M I M I M I I=III III I I I 1 I I I I I-�=III=III=III=1 11 III=III=III=1I11=111=III =� III=III=III=III=III=III=III=III=III=� Z J
_ N OPTIONAL 5' X 10' X 2' DEEP SECTION A-A I=I I I=I I I=I I I=I I I=FILTER BERM NC==I I M I M I M I M I_C M II I,C,III=III=III=I I I—I I I-111-1 I I=III=III=III=III=III=III=III=III=III=J 4. INSPECT AFTER EVERY RAINFALL AND MAKE NECESSARY REPAIRS.
_ -III-111-111-1I1-1 _ _ _ _ _ , ,, _ _ _
SEDIMENT PIT DOT #5 OR #57=III-III-III-III-III I III-III-III-PIPE INv.I 111E111E111E111E111E111E111EI I I-III-III-� � Q
I1 11111 I I I II I II 111 I II I IjwasHED,,STONE I�1111 I II I M I M I M I M 11=RIPRAP III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 5. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN —
al1=�11. I I -III=III=1 I I=111-III-III-111E111E111-111;111E111E111E111E111E111=111=111=111=111=111=111=111=� MANUAL, SECTION 6.32. a Q U a
LETTERS A MINIMUM M
8 OF 5" IN HEIGHT 6. SEE SHEETS C300 & C301 FOR PIPE SIZES. W J
EXCAVATE 8"X12" TRENCH UPSLOPE ALONG LINE SECTION VIEW
OF POSTS EXTEND HARDWARE CLOTH INTO TRENCH, 9 TEMPORARY SLOPE DRAIN
SECTION BACKFILL TRENCH AND COMPACT SOIL CONCRET C310 NOT TO SCALE Q a
WASHOUT .
J 0
8'-0" MAX W♦♦RR
ADDITIONAL HORIZONTAL V 2 0
4' 0.C
BRACE OPENING Q U Z
v+
M�M 1 Z
1� Lu
CONCRETE WASHOUT SIGN DETAIL W J
T
C NOTES: 2
0 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2' MIN Z C
G
� 2. INSTALL CONCRETE WASHOUT SIGN (24"X24' ♦♦^^, MINIMUM) v/
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT COMPACTED FILL
FACILITY. 2:1 SLOPE OR FLATTER
6" MIN. FREEBOARD
I 3. TEMPORARY WASHOUT AREA MUST BE AT LEAST 50' -� FLOW
� ATTACH HARDWARE CLOTH TO
FROM A STORM DRAIN, CREEK BANK OR PERIMETER ="
POST SECURELY WITH TIES CONTROL. P CVT /����������� � ��X���������� �� 3 z 3
o STANDARD HARDWARE SEE OP � �j �j �j �j �j �j �j �j �j �j I I �� �� ��
c S SL
a 4. CLEAN OUT CONCRETE WASHOUT AREA WHEN 50%
� a co (7
FULL. ��� �� �� �� �x �� �� �� �� �� �� �. oo �� �� a U N J
CLOTH - EXTEND 12" SILT FENCE OUTLET TO BE F�
BELOW GRADE LOCATED AT LOWPOINT IN �i�� �� �� �� �� �� �� �� �� �� �� i �� �� N N
N NOTES: ELEVATION SILT FENCE OR AS SPECIFIED 5 WEEKLYYI TO N FUNCTIONAL
MAINTENANCE, \\\\ \/�\\/�\\/�\\/�\\/�\\/�\\/�\\/� /�\\/�\\\\\/
M
\ REGULAR CLEAN OUT. E/C
N 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY MATTING J
DURING PROLONGED RAINFALL. REPAIR SHALL BE MADE AS NECESSARY. 6. SILT FENCE SHALL BE INSTALLED AROUND PERIMETER NOTE:
OF CONCRETE WASHOUT AREA EXCEPT FOR THE SIDE Q
2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR. UTILIZED FOR ACCESSING THE WASHOUT. 1. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, SECTION 6.21. W
a B 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS NOTE: REFERENCE NCDEQ EROSION AND SEDIMENT m
7. A ROCK CONSTRUCTION ENTRANCE MAY BE NECESSARY 0
a REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. ALONG ONE SIDE OF THE WASHOUT TO PROVIDE 2. SEE PLANS FOR DITCH DEPTH AND SIDE SLOPE DETAILS. CONTROL PLANNING AND DESIGN MANUAL, J m o
VEHICLE ACCESS. SECTION 6.21. 0 z Y
4. SILT FENCE OUTLETS SHALL BE LOCATED AT LOW POINTS IN CONTINUOUS RUN OF SILT. 3. ALL PERMANENT/CLEANWATER DITCHES TO HAVE MATTING w
(SEE PLANS FOR MATTING TYPE) INSPECTION AND MAINTENANCE: INSPECT PERMANENT
DIVERSIONS AFTER EVERY RAINFALL DURING o v
7 TEMPORARY SILT FENCE OUTLET to TRIANGULAR DITCH CONSTRUCTION OPERATION. IMMEDIATELY Z N z
C310 NOT TO SCALE 8 CONCRETE WASHOUT BASIN REMOEC310 NOT TO SCALE AREAVA DN R PAIIRRONS THEI DIVERSION RIDGE.FROM THE O N O
C310 NOT TO SCALE CHECK OUTLETS AND MAKE TIMELY REPAIRS BEFORE YOU DIG! V P, _
AS NEEDED. MAINTAIN VEGETATION IN A CALL 1-B00-632-4949 Z
VIGOROUS, HEALTHY CONDITION AT ALL TIMES. O J Q
N.C. ONE��+-TC.1AcLL��♦♦CCWENTER >_ N
N NORTH CARINA BOARD OF EXAMINERS FOR M
ENGINEERS AND SURVEYORS LICENSE NO.C-3035 O
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8 1 1 2
(SEE 3H:1V MIN. SLOPE
H
PLANS) PROPOSED TRASH RACK BASIN LENGTH
END CAP PVC ELBOW PROPOSED TOP OF DAM SEDIMENT
PROPOSED EMERGENCY SPILLWAY = 1' FREEBOARD MIN. PROPOSED POROUS BAFFLES STORAGE
PROPOSED TOP OF RISER ELEVI ' 12" MIN. DESIGN
E IIREASURFACE
(DO NOT USE SILT FENCE) ZONE rDEWATERING
INF OCTURE
EARTHEN DAMCLEAR SKIMMER zPROPOSED PRINCIPAL SPILLWAY : INSIDE,• a_ wPVC END CAP PROPOSED PRECAST CONCRETEo wRISER STRUCTURE - I w D RIP-RAP STABILIZATION O
PVC TEE (SEE PLAN FOR DETAILS) cv 0 VBOTTOM OF BASIN - ZONE LV O
PVC PIPE 1/2" HOLES AFTER SKIMMER IS INSTALLED PROPOSED RIP RAP APRON =I I III—III I I —III 1 1—III— ~
CONTRACTOR SHALL NOTE SIZE "`•�'`"" a
IN UNDERSIDE OF
ORIFICE INSTALLED W/ A _
ARM ASSEMBLE o m a J J m
PERMANENT MARKER - NOTATION I I- I _ I- O_ ~
•• TO BE VISIBLE OUTSIDE OF BASIN PROPOSED BARREL W/ 0-RING GASKETS — I I (n a a a z
•• RIP RAP PAD 0 m °-
•• (SEE PLAN FOR SIZE) —I I UNDER SECTIONAL VIEW > Z z m m m > m
PROPOSED ANTI-SEEP COLLAR —1 11—III— I I ' SKIMMER ° o o 0 F a °
ENCLOSURE (SEE PLAN FOR SIZE) CONCRETE ANTI-FLOATATION PAD J ° z W z z °
.. N (SEE OUTLET CONTROL SECTION ON BMP SHEET) z Q > > z
G o o a 2i a a ° O G
O •• WATER PROPOSED PRINCIPAL SPILLWAY o o c� o c� c� _ 0
o W O w 0 0 a W
111
ENTRY UNIT CONCRETE RISER STRUCTURE SEE PLANS > 0 a 0 a a 0 0
(SEE PLAN FOR SIZE) m z -> z -> -> z z
EMBANKMENT END VIEW TOP VIEW MAINTENANCE ACCESS
EMBANKMENT N N N N N N N N
(AS NECESSARY) � o 0 0 0 0 0 0 0
N N
PROPOSED BARREL ¢ ° 0 N 0 N
0 0 0 0 0 0 0
PVC VENT PIPE SCHEDULE 40 (SEE PLAN FOR SIZE rA
PVC PIPE & SLOPE) 0 N m N
WATER SURFACE PROPOSED —
SKIMMER —_
_ — 0 10' MIN. SPACING •
o_ V�.11
I— SYA POSED r/A
D PATOR KAirl ti
N
I= ORIFICE PLATE ~ N
I I— PROVIDE PROPER HORIZ. CLEARANCE m V
FROM SLOPE IN ORDER TO PROVIDE PROPOSED EMERGENCY SPILLWAY ry Z
FREE MOVEMENT OF SKIMMER PVC TEE INSTALL IN UNDISTURBED SOIL �1
(NOT FILL) AND INCLUDE RIPRAPKA
N N
ON TOP OF FILTER FABRIC. SEE O M
PLAN FOR MIN. WIDTH.
i O
SCHEDULE 40 co Iz
FLEXIBLE HOSE PVC PIPE 1 �y U N
EMBANKMENT- PROPOSED POROUS 1 �I
BAFFLES o a) O
SAFETY FENCE
(AS NECESSARY OUR
x q
cc BOTTOM SURFACE 1 7
LL c
1- III-III- - I 1 4 4) M
MIN 4" DIA FRONT VIEW RIP RAP PAD UNDER > O
SCH 40 SKIMMER ASSEMBLY INSPECTION AND MAINTENANCE I M
PVC PIPE
NOTE: � 6
(SEE PLAN 1. INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) 0
SHEETS FOR RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL �I c
1. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, SECTION 6.64. •� 00
SIZE & SLOPE) DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA p p)
2. SKIMMER SHALL BE AS MANUFACTURED BY JW FAIRCLOTH OR APPROVED EQUAL BY THE ENGINEER. WITH SEDIMENT CONTROLS.
t
E 2. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR r, 0 a
PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS O
11 SKIMMER DETAIL FROM THE RISER AND POOL AREA. _y V
C311 NOT TO SCALEo
•ry r
13 SEDIMENT BASIN WITH RISER �� P�
C311 NOT TO SCALE r, M
9 GAUGE MIN HIGH TENSION WIRE STRAND Fvd,
EXTEND 9 GAUGE WIRE TO BASIN SHALL BE SECURED TO POST TO SUPPORT BAFFLE MATERIAL BOTTOM OF SEDIMENT
SIDE OR INSTALL T-POST TO 1.25 LB/FT STEEL BASIN OR TRAP Gp�GF
ANCHOR BAFFLE TO SIDE OF
BASIN AND SECURE TO VERTICAL SUPPORT POST
POST 24" INTO BOTTOM STAKE FOR SIDE SLOPES OF SEDIMENT
4' MAX OR SIDE SLOPES SUPPORT WIRE BASIN OR TRAP
ICI INLET ZONE 25%
Z OF SURFACE AREA O
D ♦^(n FIRST CHAMBER Z
25% OF SURFACE AREA — � O
COIR-BASED BAFFLE MATERIAL SECOND CHAMBER '� INEEN
NON-CONCENTRATED 25% OF SURFACE AREA Q
OUTFLOW M
SECURE BOTTOM OF BAFFLE TO GROUND CROSS SECTION VIEW OUTLET ZONE W
WITH 12" 11 GAUGE STAPLES AT 12" 25% OF SURFACE AREA J U
MAX SPACING J
PERSPECTIVE VIEW
J_ 0
w O
Q � C=j
MATERIAL REQUIREMENTS CONSTRUCTION REQUIREMENTS ZQ
LL ­­­3
1. USE MATTING MADE OF 100% COCONUT FIBER (COIR) TWINE WOVEN 1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK M ' I Z
INTO HIGH STRENGTH MATRIX. AND SIDE TO SIDE. Li Y.1 \
2. STAPLES SHOULD BE MADE OF 0.125 INCH DIAMETER NEW STEEL 2. INSTALL THE COIR FIBER BAFFLES IMMEDIATELY UPON EXCAVATION OF T J /M
WIRE FORMED INTO A 'U'SHAPE NOT LESS THAN 12 INCHES IN THE BASINS. i (vim Li
C LENGTH WITH A THROAT OF 1 INCH IN WIDTH. THE STAPLES ANCHOR Z Q
v THE POROUS BAFFLES INTO THE SIDES AND BOTTOM OF THE BASIN. 3. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP.
3. ENSURE THAT STEEL POSTS FOR POROUS BAFFLES ARE OF A 4. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES AND
SUFFICIENT HEIGHT TO SUPPORT BAFFLES AT DESIRED HEIGHT. POSTS SPACED A MAXIMUM OF 4 FEET APART. THE TOP OF THE FABRIC
SHOULD BE APPROXIMATELY 1-3/8"WIDE MEASURED PARALLEL TO SHOULD BE A MINIMUM OF 6 INCHES HIGHER THAN THE INVERT OF
THE FENCE, AND HAVE A MINIMUM WEIGHT OF 1.25 LB/LINEAR FT. THE SPILLWAY. TOPS OF BAFFLES SHOULD BE A MINIMUM OF 2
THE POSTS MUST BE EQUIPPED WITH AN ANCHOR PLATE HAVING A INCHES LOWER THAN THE TOP OF THE EARTHEN EMBANKMENT.
i MINIMUM AREA OF 14.0 SQUARE INCHES AND BE OF THE 5. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND
SELF-FASTENER ANGLE STEEL TYPE HAVE A MEANS RETAINING OUTLET DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH
m WIRE AND COIR FIBER MAT IN THE DESIRED POSITION WITHOUT MAY USE 2 BAFFLES.
o DISPLACEMENT.
0 4. USE 9-GAUGE HIGH TENSION WIRE FOR SUPPORT WIRE. 6. ATTACH A 9 GAUGE HIGH TENSION WIRE STRAND TO THE STEEL POSTS LL U N _j
AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION WITH Q ,
PLASTIC TIES OR WIRE FASTENERS TO PREVENT SAGGING. IF THE ~ w
z, INSPECTION & MAINTENANCE TEMPORARY SEDIMENT BASIN WILL BE CONVERTED TO A PERMANENT N M
N STORMWATER BASIN OF A GREATER DEPTH, THE BAFFLE HEIGHT
oho SHOULD BE BASED ON THE POOL DEPTH DURING USE AS A N
N 1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
N MAKE ANY REQUIRED REPAIRS IMMEDIATELY. TEMPORARY SEDIMENT BASIN. J
7. EXTEND 9 GAUGE MINIMUM HIGH TENSION WIRE STRAND TO SIDE OF
2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC Q
BASIN INSTALL STEEL T-POSTS TO ANCHOR BAFFLE TO SIDE OF
BASIN A
OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, AND SECURE TO VERTICAL END POSTS.
� REPLACE IT PROMPTLY. W
o B 8. DRAPE THE COIR FIBER MAT OVER THE WIRE STRAND MOUNTED AT A 0 m
3 3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO
a HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION. SECURE THE
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO J 00 w w
COIR FIBER MAT TO THE WIRE STRAND WITH PLASTIC TIES OR WIRE Z Y
REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING FASTENERS. ANCHOR THE MATTING TO THE SIDES AND FLOOR OF THE 0 O
THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING
o BASIN WITH 12 INCH WIRE STAPLES, APPROXIMATELY 1 FT APART,
CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED o O
� ALONG THE BOTTOM AND SIDE SLOPES OF THE BASIN.
AlHALF THE DESIGNED STORAGE DEPTH.
9. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS Z cmZ
$ 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY 0
c, STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT
THE BASIN. 9) N
DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. BEFORE YOU DIG! V n =
0 10.ADJUSTMENTS MAY BE REQUIRED IN THE STAPLING REQUIREMENTS TO CALL 1—BOO-632-4949 r cn
v FIT INDIVIDUAL SITE CONDITIONS. N.C. ONE—CALL CENTER Z a
i 5. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND
`O DESIGN MANUAL, SECTION 6.65. ��++ THE L♦�W 0
cNp NORTH CAR�INA BOARD OFF,EXXAIMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.G3035
0 12 POROUS BAFFLE O
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DRAWING NO.:
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07/17/24

8 1 7 1 1 1 4 1 3
H
PART III PART III PART III
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
THE NCG01 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. "" B -' SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
activity being considered compliant with the Ground Stabilization and Materials Handling """" m Self-ins 3. Identify leaks and repair as soon asfeasible,or remove leaking equipment from the a Self-inspections are required during normal business hours in accordance with the table 1.E&5C Plan Documentation 1.Occurrences that Must be Reported
sections of the NCG01 Construction General Permit(Sections E and F,respectively}, The � �' a """
project. U. n it below. When adverse weather or site conditions would cause the safety of the inspection
permittee shall comply with the Erosion and Sediment Control plan approved by the I o The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as o personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland. cc
cc
hazardous waste(recycle when possible). a which it is safe to perform the inspection. In addition,when a storm event of equal to or
may not apply depending on site conditions and the delegated authority having jurisdiction. ( Y p } Win,, The following items pertaining to the E&5C plan shall be kept on site and available far
rme- _. greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be Q
5. Remove leaking vehicles and construction equipment from service until the problem .0 �e ` g P inspection at all times during normal business hours.
has been corrected. '"°""' �°r'E°°m' :K� performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if: V Z
SECTION E:GROUND STABILIZATION .M s""�"LLB'" MVI W O
.mr.+� ten:."" Item to Document Documentation Requirements
>�. a,a ss were delayed shall be noted in the Inspection Record. . They are 25 gallons or more,
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ' "°'"�""" - cc F
Required Ground Stabilization Timeframes even am *� &rlti Frequency la) Each E&SC measure has been installed Initial and date each E&SC measure on a copy a
to a recycling or disposal center that handles these materials. a�r.:rr...,„,.,ter',:ram. ,r�n,„� n,n� They are less than 25 gallons but cannot be cleaned up within 24 hours, J
Stabilize within this � ^" Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date Z Ir a
BELOW GRABS WASHOUT STRUCTURE ABOVE GRABS WASHOUT STRUCTURE business hours • The cause sheen on surface waters(regardless of volume),or
Y Timeframe Variations ---� locations,dimensions and relative elevations and sign an inspection report that lists each Y ( g }
Site Area Description man calendar - Q 2 J g
p (1)Rain gauge Daily Daily rainfall amounts. shown an the approved E&SC Ian. E&SC measure shown on the approved E&SC W m J ¢ U m
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE PP P PP They are within 100 feet of surface waters(regardless of volume). p J J
maintained in If no daily rain gauge observations are made during weekend or (n ¢ F ¢ ¢
land disturbance plan. This documentation is required upon the U r- 2o ZO U
1. Never bury or burn waste. Place litter and debris in approved waste containers, good working holiday periods, and no individual-day rainfall information is 0 m o
2
order available,record the cumulative rain measurement for those on
Initial irsta llation of the E&SC measures or If � C7 Z
{a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers{e.g dumpster,trash CONCRETE WASHOUTS
swales ditches and 7 None attended days (anc this will determine If a Site inspection is the E&SC measures are modified after initial {c) Releases of hazardous substances in excess of reportable quantities under Section 311 W o J m m m w J
0
receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. needed). Days on which no rainfall occurred Shall be recorded as installation of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA cc
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface "zero." the permittee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S.143-215,85. Z N Q ¢ Z
Y 2. Dispose of,or recycle settled, hardened concrete residue in accordance with local (b) A phase of grading has been completed- Initial and date a copy of the approved E&SC ° z z z °
approved by the Division. U U
(b High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an
} g Y None g approved facility. (2) E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection i z Q Q Q z
G (HQW}Zones 7 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 I Measures 7 calendar days 2. Date and time ofthe inspection, reportto indicate completion ofthe o O O G
g (d) Anticipated bypasses and unanticipated bypasses.
from upland areas and does not drain direct) to a storm drain,stream or wetland. and Within 24 3. Name of the person performing the inspection, construction hale.
P Y addition place the mixer and associated materials on impervious barrier and within p a- Q ° Q
(C) Slopes Steeperthan If slopes are 1D'Or less In length and are hours of a rain 4. Indication of whether the measures were operating o w O U Lu Lu ¢ w
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. event>1.0 inch in properly, (c} Ground cover is located and installed Initial and date a copy of the approved E&sC Lu o a o a a o 0
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an 24 hours s. Description of rralrtenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the W 0 0J J
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 6. Description,evidence,and date of corrective actions taken. plan. reportto indicate compliance with approved environment. Q z > z > > z z
length and with slopes steeper than 4:1 Empty p p y pp (3)stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
7. Em t waste containers as needed to prevent overflow. Clean u immediate) if review and approval. If local standard details are not available,use one of the two 0 V V V V
g P P discharge 7 calendar days 2. Date and time of the inspert.ion, W o 0 0 0 0 0 0 0
containers overflow. types of temporary concrete washouts provided on this detail, outfalls SDCS and Within 24 3. Name of the person erformin the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements Q N N N N N N N N
-7 days for perimeter dikes,swales, ( ) p p g p P g q to to � N N o
d slo es 3:1 to 4:1 14 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewaterin or storing defective curb or sidewalk hours of a rain 4. Evidenceof indlratnrsof stormwater pollution such asol requirements for all E&SC measures N N N
( } p ditches,perimeter slopes and HQW P PP P V g g After a permittee becomes aware of an occurrence that must be reported,he shall contact � 0 0 0 0 0 0
Zones 9. On business da s,clean u and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or event 1.o inch in sheen,Floating or suspended solids ordismloration, have been performed. 0
Y p p g 24 hours s. Indication cf visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must 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
y other requirements listed below. Occurrences outside normal business hours may also be N 0 ,�
be pumped out and removed from project. (4)Perimeter of At least once per Ifvisible sedimentation isfound outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection Z
7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE to 7 calendar days of the following shall be made: report to indicate the completion of the reported to the Department's Environmental Emergency Center personnel at{800)
ditches, perimeter slopes and HQW Zones 1. Do not dump 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it i 858-0368,
e Areas with slo es P P p paint and other liquid waste into storm drains,streams or wetlands. and Within rain
1. Actions taken to cleanup or stabilize the sediment that has left corrective action.
( } P can be shown that no other alternatives are reasonably available. At a minimum, nears of a rain the she emirs,
flatter than 4:1 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 event�:1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site occurrence Reporting Timeframes(After Discovery)and Other Requirements
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. 24 hours 3. Anexplanatinn as to theactions taken to controlfuture In addition to the E&SC plan documents above,the following items shall be kept on the (a)visible sediment • Within 24 hours,an oral or electronic notification. 0
Note:After the permanent cessation of construction activities,an areas with temporary 3. Contain liquid wastes in a controlled area. releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7calendardays,a report that contains a description of the
p Y P rY 7. Locate washouts in an easily accessible area,on level ground and install a stone P g P p !�
(51 streams or At least once per If the stream or wetland has increased visible sedimentation or a stream or wetland M
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 ad in front of the washout. Additional controls may be required b the Division provides a site-specific exemption based on unique site conditions that make sediment and actions taken to address the cause of the deposition. P
P Y q Y wetlands anSIIP, 7 calendar days StrP.aln has VI51bIP.increased turbidity from the,ConStrUCClan 0 1,
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. or offsite and within 24 activity,then a record of the following shall be made, this requirement not practical: Division staff may waive the requirement for a written report on a l...4 N
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. (Where hours of a rain 1. Description,evidence and date of corrective actions taker,and case-hy-case basis. 00
8. Install at least one sign directing concrete trucks to the washout within the project accessible) event a 1.0 inch in 2. Records of the required reports to the appropriate Division • if the stream is named on the NC 303(d)list as Impaired for sediment- W, N
surface stable against accelerated erosion until permanent ground stabilization is achieved. (a} This General Permit as well as the Certificate of Coverage,after it is received. p
limits. Post signage on the washout itself to identify this location. 24 hours Regional office per Part IT,Section C,Item(2)(a)of this pem,it. related causes,the permittee may be required to perform additional In
PORTABLE TOILET$ 9, Remove leavingsfrom the washout when at approximately 75%capacity to limit (6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC monitoring,inspections ora I more stringent practices if staff V
GROUND STABILIZATION SPECIFICATION (b) Records of inspections made duringthe previous twelve months. The permittee shall g, p apply g
1. Install portable toilets on level ground,at least 50 feet away from storm drains, stabilization nfgrading measures,ctearingand grubbing,installation of storm0 Z
overflow events. Replace the tarp,sand bags or other temporary structural determine that additional requirements are needed to assure compliance
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the measures drainage facilities,completion of all land-disturhing record the required observations on the Inspection Record Form provided by the
streams or wetlands unless there is no alternative reasonably available. If 5D foot components when no longer functional. When utilizing alternative or proprietary with the federal or state impaired water,conditions. Oj
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or lace activity,construction or redevelopment,permanent Division or a similar inspection farm that includes all the required elements. Use of � � ti
P P P products,follow manufacturer's instructions. ground cover}. (b)Oil spills and . within24hours,an oral or electronic notification. The notification
Tem ora stabilization Permanent stabilization on a ravel ad and surround with sand bags. electronically-available records in lieu of the required paper copies will be allowed if
P ry g P g 10, At the Completion of the concrete work,remove remaining leavings and dispose of 2. measures have that the required ground stabilization release of shall include information about the date,time,nature,volume and t--I O 0
shown to provide equal access and atilt as the hard co records. i O
• 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 measures have been provided within the required P q utility PY hazardous location of the spill cr release. cc
timeframe or an assurance that they will be provided as substa nces per Item Iti
other mulches and tackifiers other mulches and tackifiers foot traffic areas. 3.Documentation to be Retained for Three Years � t
CaLISed by removal Of W3ShDUt. soon as possible. lib)-(c)above
CO)
• H droseedin •Gectextilefabricssuchas ermanentsoil
Y 8 P M ni r r I it for I kin n r rl i f n I k m ri I. All data used to complete the a-NOI and all inspection records shall be maintained for period ��yy
3 o to po tab a to lets o ea g a d p ope y d spose D a y ea ed ate a p p p 1 rti.l V N
• Rolled erosion control products with or reinforcement matting (c)Anticipated • A report of least ten days before the date of the bypass,if possible.
P g Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] bypasses[40 CFR The report shall include an evaluation of the anticipated quality and 1 0 O
without temporary grass seed • Hydroseeding with properly operating unit. 122.41(m)(3)I effect of the bypass. 0 00
• Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
• Plastic sheetingwith mulch PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification. � O
1. Store and apply herbicides, pesticides and rodenticides in accordance with label bypasses[40 CFR . Within7calendardays,a report that includes an evaluation of the rl 0) X a
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 1 1 = tC U
restrictions. 122.41(m)(3)1 quality and effect ofthe bypass. W S
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 (e)Noncompliani . Within 24 hours,an oral or electronic notification. 4 � 3 o
•structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls Sediment basins and tra s that receive runoff from drains a areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down wit-i the conditions . Within7calendardays,a report thatcontains a description of the ��.y1 . M 0
retaining walls and surface waters unless it can be shown no other alternatives are reasonably label,which lists directions for use,ingredients and first aid steps in case of P g ?�
g Y accidental poisoning. for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,audits causes;the period of noncompliance, � 0) ti
• Rolled erosion control products with grass seed available. CM
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
3. Do not store herbicides,pesticides and rodenticides in areas where flooding is 1 �j > O
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of neaith or the been corrected,the anticipated time noncompliance is expected to 1 r�� •�
possible or where they may spill or leak into wells,stormwater drains,ground water ensironment[ao continue;and steps taken or planned to reduce,eliminate,and ~POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. 0
or .surface water. If a spill occurs,clean area immediately. (a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal � M
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. CFR 122.41(lR7)1 prevent reoccurrence of the noncompliance.[40 CFR 122.41(I)(6). \ 0 4) N
4. Do not stockpile these materials onsite. shall not commence until the E&SC plan authority has approved these items, a Division staff may waive the requirement for a written report on a *-
construction,selecting from the NC DWR List of Approved PAMS/flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance Y P W
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item{2}{c}and(d)of this permit, case-by-case basis. a� i 00
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 (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include th� O 0)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 properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, r
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soilsfor temporary or permanent control needs. 0 O 0.
1. Create designated hazardous waste collection areas on site. (d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, .-• n-;4 d
E 4. Provide ponding area for containment of treated stormwater before discharging r,'x r r , r, V
offsite. 2. Place hazardous waste containers under cover or in secondary containment. (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of al[dewatering devices,and ;5 •I NORTH CAROLI NA h+�l O
S. Store flocculants in leak-proof containersthat are kept under storm-resistant cover NORTH CAROLI NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. (f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. Environmental Quality _y i
or surrounded by secondary containment structures. 'k "= +ff Environmental Quality O� Q
"-1
EFFECTIVE: 04/01/19 NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 •"4 5
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING M
DEMLR Monitoring Form Rev. 08012013 Page 2 of 2
PART 2A: EROSION AND SEDIMENTATION CONTROL MEASURES: Measures must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT 24 HOURS OF A RAINFALL EVENT GREATER THAN 0,5 INCH PER 24 HOUR PERIOD,
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent dischargeofflu)ds. STRUCTURE WITH LINER Erosion and Sedimentation Control Measures Inspected Z
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. B Inspection O Q
activity being considered compliant with the Ground Stabilization and Materials Handling Describe Actions Needed Date
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the nr4!;: Date Z
sections of the NCG01 Construction General Permit Sections E and F,respectively). The & _' I awo;.
permittee shall comply with the Erosion and Sediment Control plan approved by he u Corrected
o project. ZCorrective actions should be performed as soon
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as ° Measure ID or Operating Any Repair New Measures Installed * J
hazardous waste(recycle when possible}. B as possible and before the next storm event \\
may not apply depending on site conditions and the delegated authority havingjurisdiction. ��**�� ,m„a �,�,,, Properly? Or / � O
5. Remove leaking vehicles and construction equipment from service until the problem .r r Location and Proposed Actual Significant Miiiiiiiiiiiiiiiiiii
has been corrected. �= RE '"°""' lorei-m- `.--�t.W. Li
SECTION E:GROUND STABILIZATION (Y/N) Maintenance a 0 V
�� TTTT A-'- - Description Dimensions Dimensions Deviation from
6. Bring used fuels,lubricants,coolants,hydraulicfluids and other petroleum products '"""" ' N,,,
Required Ground Stabilization Timeframes BM MA& r>e.sdr� J
P N(Y/N) � Plan? (YIN) 2 = U
04
to a recyclingor dis disposal center that handlesthese materials. ar.:rr..e�rr.r�r'awo�. �Rr�.rr
w®.m x erwr Meru vox
Stabilize within this m.br.m..rwrn.
many calendar Timeframe variations BELOW GRABS WASHOUT GRABS WASHOUT STRUCTURE ABOVE GRA WASHOUT STRUCTURE .1Site Area Description days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE �- V
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. ` 0.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS J O M
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. W O
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 ♦R � T
b High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an a V i
( } g V None g approved facility.
(HQW)Zones 7 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 Q a U Z
{c) Slopes steeper than
If sloP es 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 -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. r� I Z
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an FC 1 1iiiiiiiiiiiiiiiiiii
-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 * Y.1 \
21 length and with slopes steeper than4:1 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 New erosion and sedimentation control measures installed since the last inspection should be documented here or by initialing and dating each measure or W J /M
N -7 days for perimeter dikes,swa les, containers overflow. types oftemporary concrete washouts provided on this detail, practice shown On a CO of the approved erosion and sedimentation control Ian. List Dimensions of Measures such as Sediment Basins and Rinra Aprons = (D li
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk p copy pp p p Q
N 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 Z
N -10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
Y bepUmpedoUtandremovedframpra;eat. PART 2B: STORMWATER DISCHARGE OUTFACES (SDOs]: SDOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN (n
7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE
ditches, perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD.
{e} Areas with slopes 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 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(5)closest to the washout which could receive stormwater Discharge Outfal Is Inspected
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After the permanent cessation of construction areas withtem temporary 3. Contain liquid wastes in a controlled area. Inspection Report Visible Sedimentation to streams or wetlands to Date
-� p Y p rY 7. Locate washouts in an easily accessible area,on level ground and install a stone p
� round stabilization shall be converted to permanent round stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. Any Visible Any Increase Any
m g p g entrance pad in front of the washout. Additional controls may be required by the stormwater Date Corrected
rpracticable 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. Sedimentation in Stream Visible Any visible oil Land Quality within 24 Hours
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 Discharge d (�
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location. Outfall in Streams, Turbidity Erasion Sheen, floating or httpJlportal.ncdenr.org/web/ir/d ivision-contacts a U N
I PORTABLE TOILETS o [- Cs
9. Remove leavin sfrom the washout when at approximately 75%capacityto limit Wetlands or from below suspended solids or
r7 GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level round,at least 5D feet away from storm drains, g PP YDescribe Actions Needed cn M N p g Y overflow events. Replace the tarp,sand bags or other temporary structural I D Or
o 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 Outside Site Discharge? SDO? discoloration? Y/N
N Y components when no longer functional. When utilizing alternative or proprietary Location g Corrective actions should be performed as soon as possible and
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. 7 ) ) ) before the next storm event
N P Limits? Y/N Y/N Y/N
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 J
I_Cri • 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. Q
• Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
in • Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace W
m
�Q without temporary grass seed • Hydroseeding with properly operating unit. 0 J } Q
a • Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
L'i • Plastic sheeting with mulch Z Y
1. Store and apply herbicides,pesticides and rodenticides in accordance with label
Q • Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. O Q w
osufficient 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 DC =
of •Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls � 0 O
Al label,which lists directions for use,ingredients and first aid steps in case of Z Z
W retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
• Rolled erosion control products with grass seed available. PART 2C: GROUND STABILIZATION Must be recorded after each Phase of Gradin O
0 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset ofD N O
1 POLYACRYLAMIDE5 PAM5 AND FLOCCULANT5 five feet from the toe of stock Ile. possible or where they may spill or leak into wells,stormwater drains,ground water V =
( ) p� Areas Where Land Disturbance Has Been Time Limit for Is Ground Cover BEFORE YOU DIG! r:
or surface water. If a spill occurs,clean area immediate) r fA
o p� v� CALL 1-800-632-4949 N
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. p Completed Or Temporarily Stopped Ground Cover Sufficient to Inspection Describe Actions Needed Date N.C. ONE-CALL CENTER O J
� 4. Do not stockpile these materials onsite.
rI construction,selectingfrom the NC DWR List of Approved PAM5/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance IR'S THE Lf4W! _ a
N 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 7 days or 14 Restrain Erosion? Date Corrected �
to NORTH CAROLINA BOARD OF EXAMINERS FOR W
I 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 ENGINEERS AND SURVEYORS LICENSE NO.C-3035
"� HAZARDOUS AND TOXIC WASTE da s (Y/N)
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. O
0 1. Create designated hazardous waste collection areas on-site. M
� 4. Provide ponding area for containment of treated stormwater before discharging _
offsite. ,�,�:�� 2. Place hazardous waste containers under cover or in secondary containment. W
l i' r'I NORTH CAROLI NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. \`\ttt i i I lirr'iii' ED
0 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover '� ! , 1 . �N CAR '� Z m
:< s,Environmental Quality < J Z W
o or surrounded by secondary containment structures. Q }� ESSI'N. / '.,11 U U >
Y � DC
to - SEAL ¢ � m 0-
to NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 - - o o a
tl
043168
ice: ;_; DRAWING NO..
o ,kq, ••FNGINEEE�' . '
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C312
Cc "'`'l l i iGtNN 07/17/24
8 7 6 5

7 6
Sh'EE 03T C401 SHEET C4 LEGEND
\ � � - - EXISTING PROPERTY LINE Fi
PID# 06225003E
\ PID# 06240002C \ PID# 06240004 I KRISTEN CROWE VASS RAW EXISTING RIGHT-OF-WAY
JERRY A PRESSLEY & WIFE, JERRY A PRESSLEY & WIFE, DB D157 PG 1087
ROBBIE C PRESSLEY ROBBIE C PRESSLEY \ I I W EXISTING WATER LINE
\ PC L FILE 536
DB 3633 PG 864 \ DB 4514 PG 425 LOT 3 #PID 06225003
I SAN EXISTING SANITARY SEWER LINE
LAND USE: RESIDENTIAL
� LAND USE: RESIDENTIAL \ LAND USE: RESIDENTIAL KRISTEN CROWE VASS �
ZONING: RESIDENTIAL ZONING: RESIDENTIAL
\
ZONING: RESIDENTIAL DB D157 PG 1087 — — EXISTING STREAM PID# 06240002B \ _= ___ -- \ PC L FILE 536 �—. :—.—: .—, p
CARL S NICHOLS & WIFE, \ -; _ -�� - LOT 1 J EXISTING WETLAND 0:
IRIS W NICHOLS �� �—� \ �\ LAND USE: RESIDENTIAL o 0
— PROPOSED ROADWAY CENTERLINE U
DB 691 PG 53 ZONING: RESIDENTIAL I z
PC C FILE 877 / \ < W O
LOT 2A / z PROPOSED CURB & GUTTER a
I\ LAND USE: RESIDENTIAL
-- - Zn ;oo PROPOSED CONCRETE RESIDENTIAL 0EW w am a a
ZN Ug)PROPOSED RIGHT-OF-WAY- — � c� Z r
�\ ID 06225003D N m
MARK AND LISA WINDLE o ! '� PROPOSED RETAINING WALL ° o o w m
2 wl F N m Z F
J N (� V J z
P PROPOSED TREELINEo Z W a- o
PID# 06240002A / -- _- sue\� ��1 mac, I \ C L FILE 536 N \ ° a
f _ ---- \ PROPOSED _ �� \ r r z
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PAD=668.80 \� \ \ �\ \\ PROPERTY CLASS: RESIDENTIAL / ��\ \ �� / I I I I I LAND USE: RESIDENTIAL
�� ' �� \ \ \ \ \ ZONING: VILLAGE OF MARVIN \ \ \ / Ill
BP 668.7 \ \ \ 664.30 \\ �\ \\ \\ \ \ \ / ) I / J I ZONING: RESIDENTIAL
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LOT 30 - ; � LOT 54 \ \\\\ \� \\\�\ \ / PID# 06225003A
AD=671 .00 �,� PAD=666.70 \ \ \ \� \ \ \
/ \ \ \ \ \ \ \ TERRENCE PHILBRICK JR & JILL PHILBRICK
4' CRAWL �( - BP 666.E /� ', \\ \ \ \ \. \ \ \ DB 4375 PG 325 / TRACT IV
\ \ \ \ \ PC F FILE 481 I N/F
663.20 \ \ \ \ PROPERTY CLASS: RESIDENTIAL J
� \\ � \ � \� LOT 25-A � PHILLIP E. O'DELL &
WIFE ANITA M. O'DELL
_ \ i / \ °\ \ \ \ \ \ \ \ \ ZONING: VILLAGE OF MARVIN ,�+1 _ / LLI J O
\\ \\_ \ \ \ \\ \\ �\ . 0 \ \ 1% 0 1R2tLACRES CC
RIM 661 .1 - \\ LOT 5� �\ BP 664.1\ \\ \\ \ \ �.� \ ` \ ( G = Z
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PAD=664.50 ��� \ LOT 27 \\ \ I I I I \ \ N/F Q
BP 666.5 I i I I / _ ,\� PHILLIP E. O'DELL� & J
B / \ I WIFE, ANITA M. 0 DELL m
I LOT 59 1 PARCEL AREA:
BP 663.4 \ \ \ \ PAD=670.80\ \ -/1 �\ / �\ 0.062f ACRES
v \ � BP 669.1 z
V LOT 18 RIM 660.1 � o
o PAD=661. 0 ,' 66aV A z Z
LOT 26 '
\ PAD=667.20 , ' BP 66' \\ // �l ('j N 0
g i \ / BEFORE YOU DIG! _
BP 670.5 // // // \\ CALL 1-800-632-4242 W T_ N
N.C. ONE-CALL CENTER J J a
\ \ \ BP 662.3 IT'S THE LAWI -
\ i , / / ENGINEERS ANNDISURVO SURVEYORS LICENSE NO.C-3035
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DRAWING NO.:
a SCALE IN FEET �. `o?�
pNFN IN �`�` C403
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N o 50 100 �''����1;,,����`` 07/17/24
a
8 7 6 5 4 3 2

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/ V 680.61 CPP IN LEGEND
'
\ \ LdT 19 \ LOT 25 \� \ J
PAD= 3.50 `\ < PAD=669.60 \ LOT 60 \ EXISTING PROPERTY LINE
4 CRAWL \
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\ \ \\ \ \ \\ \ \ \ \ RIM 666.7
RIM 661.7 / •• AY
EXISTING WATER- EXISTING RIGHT-OF-WAY
L NE
\ \ \ \ .\ \ / / / ��/
BP 663.4 \ \ \
° \ \ LO 20 - �` I / / SAN EXISTING SANITARY SEWER LINE
PAD=664 80 \\ LOT 24\ \ `------------ -- /� - EXISTING STREAM
PAD=670.60\ BP 670.E // �l`\
\ CRAWL VBP 670.2 / /� EXISTING WETLAND 0:. . . . . . . . . . . .\ ' / / PROPOSED ROADWAY CENTERLINE U z
BP 662.8 \ 1 LOT 61 W O
BP 664.7 \
/ PROPOSED CURB & GUTTER z a
4 \ �'�' '�o LOT 21 � \ � I\ �\ I PAD=670.70 I \ � /
Z
PAD=665.20 \ \ \ I \ 1 / O W Q
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PROPOSED RIGHT-OF-WAY N o m J J J m
/ 640.50� / RIM 661.4 TW 667 / I I BP 669.7_ 7 -� OC F z
PROPOSED RETAINING WALL BP 667.8LLB s J D W
�640.50 / BP 665.1 / BW 667 668 I i i i I PROPOSED TREELINE o Z Z r o
U' Z N CC F Q
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LOT 22 / / r ' 0 < 0 °
45 PAD-662 20 / I vt,r TREE PROTECTION FENCE 0 o Q 2 2Q Q o o G
4 LOT 62 RIM 667.4 ` / 0 0 0 0 0
\ / / I //j PROPOSED STORM PIPE 0 o O 0 O O a o
PAD=669.80 / J f / ui\B;
W 667 �*w^ �'/ I c� c� c�
664, 667 //\ BP 667.8 //
\ � ® PROPOSED YARD/GRATED INLET
0 g 0 g g 0 0
J J J
CC Z > Z > > Z Z
TW 666 � / �� PROPOSED CURB INLET w 0 0 0 0 0 0 0 0
BP 664.8 / / t I BP 668.5 / /// ® N N N N N N N N
BW 666 i O / / ¢ N N N N
\ PROPOSED STORM MANHOLE o
LOT 23 666 �0 1 �/ // s 0 0 0 0 0 0
r ' O N ( V N (O h N
PAD=664.90
------- / / / STORM WATER � - - - \
/ PROP. RETAINING / LOT 63 / GRADING PLAN NOTES
WET POND 2 S _ WALL BY OTHERS PAD=668.60 , �, /
f 1 1. ALL GRADES SHOWN ON THIS PLAN ARE FINISHED GRADE •
BP 664.1
ELEVATIONS. C�
BP \7.3 i' / 666.10 �/ 2. F.F.E = FINISHED FLOOR ELEVATION ti
k
/ ICI N
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LOT 64
PAD=667.40 I Z
640.00 � o cc i
w m 1 \ '� �I '° `° 663 BP 665.8 ^ RIM 664.7- C40 1 C40J c
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LOT 65 / 6-0 1 1 p C
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PAD=665.90 I qcT o
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BP 664.5 63.48.�'662 `�� � N cM
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LOT 66
PAD=664.6 / I
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BP 663.1 9 // k as c
662.10
1 W a
PROP. SCM MAINTENANCE I 11 I \ \ I II si I 1 I / v
AND ACCESS ESMT I I I \ I I LOT 67
I I I PAD=663.20'
BP 663.1
o
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LOT 68 /: RIM 660.4 j
D3 662.40
BP 662
BP 661 7'
PID# 06225021 J
PID# 06225055 Q \ \ / I SCOTT E LETT & WIFE, BEVERLY 8 LETT
CHRISTOPHER SLOTTEN & WIFE, JENNIFER Apo DB 258 PG 626 > > 0
SLOTTEN \ / 1 DB 260 PG 605 0
DB 6201 PG 810 \ \ °° 'RIM 660.0' / DB 265 PG 852 Q U
PC B FILE 8-8 \ / 1 / LAND USE: RESIDENTIAL
LOT 21 \ \ \ - _ / / �l / ZONING: RESIDENTIALLAND = J U
: RESIDENTIAL
ZONING: RESIDENTIAL
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BEFORE YOU DIG! Q r, _
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N C ONE-GALL CENTER 1-800-632-4242 W N
IT'S THE LAVA J a
tip NORTH CAROLINA BOARD OF EXAMINERS FOR Q
ENGINEERS AND SURVEYORS LICENSE NO.C-3035
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A = 043168
DRAWING NO.:
a SCALE IN FEET
Mimi
C404
N 0 50 100 07/17/24
a
8 7 6 4 3 2

7 6
On-site Storm Pipe schedule
� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - artlnv+ert Endlrnrert
"'54 T C501 SHEET C50J Pipe Name Length Diameter'Material Slope Sevation Sevation
G-101 to EWL100 72.079 3.Oa RCP 0.50% 645.36' 645.00'
PID# 06225003E H
PID# 06240004 I G-102toG-101 83.034' 1.25' RCP 1.30% 655.09' 654.01'
' \ PID# 06240002C JERRY A PRESSLEY & WIFE, \ I KRISTEN CROWS VASS
JERRY A PRESSLEY & WIFE, DB D157 PG 1087 I G-103toG-102 55.012' 1.25' RCP 1.00% 655.84' 655.29'
ROBBIE C PRESSLEY ROBBIE C PRESSLEY \ I PC L FILE 536 I ° '
\ DB 3633 PG 864 \ DB 4514 PG 425 I G-104toG-105 24.1000 1.25 RCP 1.00% 663.71 663.47
NORTH LAND USE: RESIDENTIAL \ LAND USE: RESIDENTIAL I LOT 3 I PID# 06225003
� ZONING: RESIDENTIAL ZONING: RESIDENTIAL LAND USE: RESIDENTIAL KRISTEN CROWS VASS I G-105toG-103 51.613� 1.25� RCP 2.010/° 657.45 656.42�
ZONING: RESIDENTIAL DB D157 PG 1087 G-106toG-105 99.098 1.25 RCP 1.60% 664.90' 663.31
\ PID# 06240002E \ __ ---- \ PC L FILE 536 G-107toG-106 24.860' 1.25' RCP 1.93% %5.59 %5.10'
CARL S NICHOLS & WIFE, \
IRIS W NICHOLS - ����\
_ �\ �\` \✓ _ LOT 1 G-108 to G-101 74.663' 2.00' RCP 0.75°� 652.70' 652.14' O
LAND USE: RESIDENTIAL U
- \ DB 691 PG 53 = =� -�� ZONING: RESIDENTIAL GI-109toG-108 153.409 2.00' RCP 0.75% 654.05' 652.90' W o
PC C FILE 877 / 'tea \
LOT 2A \_��_� / / l I PROPOSED \ I GI-110toG1-109 88.420' 2.00' RCP 0.75% 654.91' 654.2s a
I\ LAND USE: RESIDENTIAL - -�- �SIT� ENTRANCE I GI-111 to GI-110 85.185 2.00' RCP 0.75% 655.75' 655.11' Z � a
\ ZONING: RESIDENTIAL \ \� I cn
- \ 50' 17% 921 0 w
�� GI-112toG1-111 121.139' 1. RCP 2. 658. 656.29' o m a J
//- .... . . ... 1 ofw � a � aaZ
GI-113toG1-112 143.277 1.25 RCP 2.26/° 662.40' 659.17 m o
/ \ : .. PID# 06225003D
/ -y ..'.::...: \�\ \ \ \ - UeV 0' Rl TSR�13 M A LE A I ° w o z 0 ? ? W
1 -
- \ \ --= G// lg) ARK AND LISA WIND GI 190.270' 1.25 RCP 2.55/° 667.45 662.60' acc
o m o m m o
i ° z Q a
wAY_ _ DB 7289 PG 702 CI-201 to EW-200 82.990' 3.50' RCP 0.50% 645.41 645.00' J z N W Z Z z
PID# 06240002A / ----� GI=219 �__ \ /� PC 36 i \ G-204toG-201 24.022' 3.00' RCP 2.59% 651.47 650.89
L FILE 5
CARL S NICHOLS & WIFE, / - \ \ ., GI-218 - GI-220 ` ` �� �� \ �� / \ LOT 2 \ o o a a a o O G
/ /// --- "' �= ..� -- \ J\\ G-205toG-204 173,367 3.00' RCP 0,90% 653,22' 651.67 0 0 o 0 0
IRIS W NICHOLS / /. j= GI-217 � � _ - �, --- � `� \ LAND USE: RESIDENTIAL .� \ \ a- M O � O O z M
LU
DB 564 PG 218 / / / > r-- % � -- � Ip1 -- --_ _ ����-� \ ZONING: RESIDENTIAL \ \ \ ° o W U W W a
/ \\ - _ _ � \ \ G-210 to DG-209 154.623 1.25 RCP 1.00 659.81 658.25
\ PC C FILE 877 /// / // �� (��' -� - - . i --- ��\ I\ \1 \ \ [)CI-202tOG-201 47.895 1.25' RCP 2.00°� 653.19' 652.23' W 0 a 0 a a 0 0
\ LOT 2B // /. GI-216 /� \\ �� �- _ �_ -- ... Q�� I \ \ M z > z > > z z
LAND USE: RESIDENTIAL / / / / �\w\\ �� O F� PID# 06225003C �I 1� \ I DG-203toDG-202 23.389' 1.25' RCP 0.70% 653.46' 653.29'
ZONING: RESIDENTIAL /�� / / / / // / 48�� ¢g__ �` ��� 10 IGOR AND VALENTINA PRIYMAK \ \ \ �� w 0 0 0 0 0 0 0 0
1 ° 1 N N N N N N N N
�F� DB 8217 PG 563 III \ DCI-209to G-205 163.762 3.00' RCP 1.25/° 655.47 653.42 a N N o v
�� \�\ III\ III �\ �I i DG-211 toG-210 24.000' 1.25 RCP 0.50% 660.03 659.91 0 0 o 0 o 0 s
PC F FILE 481 \ � 1 ° 1 1
` _ \ ` ` LOT 25-C
GI-213 �� / 46\\` �\ \ _ �� -_\ \ PROPERTY CLASS: RESIDENTIAL \ \�\ \ I/ IIII I� _ _ _ _ DG-212 to[)CI-209 24.011' 3.00' RCP 0.75% 655.85' 655.67 0 N N
ZONING: VILLAGE OF MARVIN � �\ � � - / I I I I �I i II FreAccessCill�rt 62.911' 1.25' RCP 0.71% 674.50' 674.05'
PID# 06225003B - \ I I PID# 06225007A GI-206toG-205 120.843' 1.25' RCP 1.50% 657.31' 655.50'
w I I I #
DAVID AND KASEY COATES I JOE M ARDREY °
DB 8528 PG 864 � � ,�\� 7 / I I GI-207toG1-206 81.502 1.25 RCP 1.00% 658.33 657.51
\ PID# 06240031 \ / �, ---J / / I I DB 1561 PG 564
\ j`,Y /. GI-214 / / / / 'S2 PC F FILE 481 _i M
\ / / / / / / � - - I �� � �\ LAND USE: RESIDENTIAL GI-208toG1-207 71.991' 1.25' RCP 2.03% 659.99' 658.53' U
WILLIAM K DOBBRATZ & WIFE, / / / / Jl �� � \ \� LOT 25-B ZONING: RESIDENTIAL ° �-1 ti
/ / / / GI-213 to DCI-212 152.998 2.50' RCP 1.05/0 657.95 656.35 N
JENNY C DOBBRATZ / / j / -� ��\ \ PROPERTY CLASS: RESIDENTIAL \� 1 / I
DB 3037 PG 607 / // f // �� DCI-212 � ZONING: VILLAGE OF MARVIN \ �� I I 00
GI-214toG1-213 95.489 1.50' RCP 1.31 /0 660.20' 658.95 .. N
PC D FILE 543 // �� / � / -� � _i\ ' \ � CI-314 � � 53. GI-323 \
LOT 1C / / i / / ` ---� 33 I III I GI-215toGI-214 150.000' 1.25 RCP 2.00% 663.47 660.47
/ , ./ \ 31_ -I- /� \\ -\ -� \�\\\\\ \ \ PID# 06225003A \ I / ' I ° 1 Z
LAND USE: RESIDENTIAL �� \ , 1 \ �� \, \\ \ TRACT IV GI-216toG1-213 105.950' 2.00' RCP 0.84/0 659.17 658.28
F / � / .. � � 43_ �/ DCI-209 -3¢' \ � 30- �C TERRENCE PHILBRICK JR & � \� -
ZONING: RESIDENTIAL //// J \ \ \\ \ O N
// G1-215 / _ ��� �\ - 54 \\\ \\ \ \ WIFE, JILL PHILBRICK ( N� GI-217toG1-216 98.779' 2.00' RCP 0.50% 659.86 659.37
\ / / ,-=� - �� \\ \ \ \ DB 4375 PG 325 / _ PHILLIP E. 0 DELL &
,o I / I CI-313 \\ \ \ \ PC F FILE 481 ( WIFE ANITA M. O'DELL GI-218toG1-217 98.779' 1.50' RCP 1.02/0 661.37 660.36' C
PROPOSED \ % ' eG�,��`>F 35 CI-205 CI-310- , �/ \ ���\ \ \\ \ \." \\ \ LOT 25-A ._ I / i PARCEL AREA: GI-219toG1-218 98.779' 1.50' RCP 0.80% 662.15 661.37 M
I I F� 'Q / / DCI-211 / \ GI-312 �� \ \ 55�� GI-325 \ \ \ PROPERTY CLASS: RESIDENTIAL \ \ �� )i 0.112E ACRES GI-220to G1-219 159.399' 1.25' RCP 0.59% 663.11' 662.15
SITE ENTRANCE / \ �, �\ _�- \\\ _ I \ \\\\�:\\\ \ ZONING VILLAGE o\ MAIN I \�\ G-307toDCl-301 186.969' 3.00' RCP 0.80% 649.30' 647.80' 1 1 o aoo
GI-311
\\ 41 I 36 / �- // CI-309 \ �� 'I \ I I \� �\ \ \\ \ _J \ \��?- G-308toG-307 49.070' 3.00' RCP 0.80% 649.89' 649.50' \ °) 0
56 \ .. , \ \ G-309toG-308 143.602 3.00' RCP 0.80% 651.24 650.09' = x
\ \ \ G-310 to G-309 23.764 1.25 RCP 2.00 653.81 653.33
--- \ \ I 1
PID# 06240030 ( r �� \ �� \ �i�-- - 1 1 ° 1 1 1 +�
PARCROSS LLC \�� - \ \ , ,'I ; ' �\ ` \ / / I \ \ �
DB 6156 PG 639 E HW ® ��40\� \\ 37 / �.� \ // �. 1 I I I \ \ \ -� I / r ° \ ch a
1 I 1 / ,/ DCI-203 \ I 57 I \ \ \ 1 I I / \ 'p G-313toG-309 133.027 3.00' RCP 1.00% 652.77 651.44 y 4) ti
PC D FILE 543 / - \ ( / J 1¢ - \ \ I GI-326 \ - / I l I 1 1 ° 1 1 1 0
I I �- � G-314toG-313 23.871 1.25 RCP 0.50� 661.13 661.01 > o
LOT 1B \y� / \` \ GI-207 �� S''/ /� CI-308 // I I I �/4 / �✓ ���y J 1 G-315toG-313 85.264' 1.25' RCP 3.00% 663.57 661.01, 1 � M
LAND USE: RESIDENTIAL
ZONING: RESIDENTIAL � \ 38, I I / I I I I \ r \_ 1
1 � I \, I '\ ' I 1 58I �/ J� I ,1 � \ G-316toG-315 24.429' 1.25 RCP 0.50°� 665.99' 665.87 O a� N
13\ / \ I I17 I ��' \ ( 27 I I I 1 / AREA ACQUIRED BY THE\,/I / TRACT III \ G-318toG-313 51.919 3.00' RCP 0.91% 653.44' 652.97 .�
CI-321 1 I / DEPARTMENT OF I N F \\ 1 O C)
TRANSPORTATION /1 / / G-321 to DCI-319 215.627 1.25 RCP 1.48% 661.57 658.39'
PHILLIP E. O'DELL &
CI-307 GI-303 \ 59 \ BK 8617 PG 813 i I� / 1 1 1 P"I O
�� 26 \ 1 I 0.546E ACRES / / WIFE, ANITA M. O'DELL G-322toG-321 23.999 1.25 FrP 0.50% 662.22 662.10' w V a
/ �/ �/ '- I I \ I I i \ 18 `•� ✓� \ \ \ ~ / �� 0PARCEL AREA:062E ACRES I DCI-301 to EW-300 76.482' 3.50' RCP 0.50% 645.39 645.00' 0
DCI-302toDG-301 24.1000 2.00' RCP 0.92% 650.57 650.39
- - - -� / a
25 \ \ \ , / ( [)a-319to G-318 188.387 3.00' RCP 0.50% 655.13' 654.19 y r
/ / / I \ \ \ FES-200 DCI-302 9 '�► \ ' , \ \ \ \ \
IIIIII/
o
60\ \ \ DG-320toDG-319 23.829' 1.25' RCP 0.50% 658.95 658.84! .� M
\ 1 \ \ \ \ \ \ \ I // // GI-303to DG-302 153.000' 2.00' RCP 2.00% 654.81 651.75
20\\ � \ \ \\ 1 \ \ \ --___ \ / 'l LIMITS OF DISTURBANCE GI-304toG1-303 130.984' 1.25' RCP 1.04% 656.92' 655.56
I \ I CI-105 III \ \ 24 \ \ GI 414 / / - 36 ACRES
\ '• \ �\ I 1 // /s ``� GI-305toG1-304 164.468' 1.25' RCP 0.49% 657.92' 657.12'
CI-104 r I l I \ \ \ \ I � � ,
\ 5 I I III DCI-301 \ \ \ �, \ 1i 61 II \ �� / GI-306toG1-303 99.015 1.25 RCP 0.98% 656.67 655.69'
I I l \ I I � \ , 11 �� � 1 1 1
GI-311 to G-310 54.544 1.25 RCP 2.00/° 655.59 654.49'
\ PID# 06240006A 1 I I I CI-103 � 1 I I I � J 21 � \. `\ \ ' \ I \ \ ; / / GI-312toG1-311 116.983' 1.25' RCP 0.75°� 656.65 655.78'
\ GERALD L EARNHEART & \ I I I STORMWATER I / \ \ \ ////�/
WIFE, DEBRA P EARNHEART � � _ °
/ GI-323 to DG-319 153.182 3.00' RCP 0.50% 655.99' 655.23
DB 425 PG 792 / \ I 6 i I I 1 FES-100 � � / � I � �� � / 22 GI-305 I ` \ � �-1 /// �� I
I / / / 162 GI-413 / GI-324toG1-323 147.500' 1.25' RCP 1.57°� 660.05 657.74'
PC I FILE 146 - GI-113 I i I I / // /� I I /
I LAND USE: RESIDENTIAL I
ZONING: RESIDENTIAL CI-102 I I I // \\ / //j � �`�� \ \�\ �� y, / I GI-325toG1-323 147.500' 1.50' RCP 1.02% 658.99' 657.49' Z
- / GI 326 to GI 325 140.000' 1.25' RCP 2.00°� 662.05 659.25 a
kiI� j // 23 / / I ��� J / / CI-401 to EVI-400 78.699 3.00' RCP 0.50% 645.39' 645.00' O Z
` / 7 //%/ r CI-101 I - I /
FES OCS-2 / / .. - ,
STORMWATER ,/ \ 63 I I. / G-402 to G-401 81.817 2.50' RCP 1.00% 651.43 650.61 Z J
" WET POND 2 / CI-401 J / / ) ,k _ "� 1 ° 1 1
# / / , . - / G-403to G-402 24.000' 1.25 RCP 2.50% 655.83 655.23
, - > 0
/ / FES-400 �\ CI-403 CI-404 ,' . / � \/ 1 1 ° 1
^� G-404 to G-403 25.765 1.25 RCP 2.50� 656.57 655.93
-� /�// s`P G-405to G-404 23.755 1.25' RCP 2.50% 657.35 656.77
�/ � �� o I ° ,
CI-405 G-406to G-402 34.365 2.50' FcCP 0.50/0 651.80' 651.63 2 (�
J
/ „ \ / / / / / / \ CI-402 /�, GI-412 \ ✓ Q c� I 1 ° J
/ v / / 9 / , ��� Q / / / / ,/ / /� � I v v � s5 �/•� � � G-407to G-406 59.011 2.50' RCP 0.50% 652.30' 652.00' � � �
�� I G-408 to G-407 23.247 1.25' RCP 0.53% 656.91' 656.79'
� DG-409toCI-407 113.315 2.50' RCP 0.50% 653.07 652.50'
GI-410 to DG-409 207.380' 2.50' RCP 0.51% 654.22' 653.17 W 0
66 , �' f GI-411 to GI-410 145.787 2.00' RCP 0.57% 655.09 654.22' ♦♦RR Z 0
GI-412 to G1-411 246.134' 2.00' RCP 1.52% 658.90' 655.16 a Q V
/
GI-110 / //// i 20' MAINTENANCE\ I \\ I I / `,'/ i ) ° 6L � '
EASEMENTI 67 / ,/ .� '/ \ // GI-413to GI-412 176.369 1.50' RCP 1.15/° 661.13 659.10' Z
_ GI-414toG1-413 109.689 1.50' RCP 0.60% 661.99' 661.33'
W >
I " / I WEfPOND 1 OUIFALL 55.525 2.50' RCP 1.800� 642.00' 641.00' W J
DCI-409 I \v - z'i/ / ) VVEfPOND2OLfFALL 42.624 3.00' RCP 2.35% 643.00' 642.00' Z
C GI-411 I I Z a
\ ,
PID# 06240005A00�
ROGER ADAIR WILLIAMS V/
DB 5082 PG 683 J / // // / // // �F�F` \� \ I } ,'� / / / I / / PID# 06225021
i LAND USE: RESIDENTIAL - il/ l l l / \ \ \ \� `�j / I I SCOTT E LETT & WIFE,
ZONING: RESIDENTIAL \ \� I I BEVERLY B LETT
DB 258 PG 626
DB 260 PG 605 LEGEND
PID# 06225055 GI-410 'OF 70/ :� I I/ / LANDBUSS5 RESIDENTIAL - -PG 852 EXISTING PROPERTY LINE
CHRISTOPHER SLOTTEN & eR�M /
\ I WIFE, JENNIFER SLOTTEN \ ,' �/F,r�F,p / ZONING: RESIDENTIAL I - - U a U)
DB 6201 PG 810 \ FR /J/ I EXISTING EASEMENT Z a U N
PID# 06225054 I \ \ / H Co
\ PC B FILE 8-B \ + k RAW EXISTING RIGHT-OF-WAY y N
/ RAYMOND B XIQUES & LOT 21 7 / i �' Cl)
\ WIFE, CAROL A XIQUES I \ I a
DB 3054 PG 108 \ LAND USE: RESIDENTIAL \ / I - r- EXISTING STORM PIPE
o / / PC B FILE 8-B ZONING: RESIDENTIAL �� / LU
/ / I LOT 20 \\\ // W EXISTING WATER LINE 0
3 LAND USE: RESIDENTIAL Z
Z I ZONING: RESIDENTIAL / //a SAN- EXISTING SANITARY SEWER LINE a
� PID# 06225053
JEFFREY M SAUSER & WIFE, / // / ,- - - EXISTING STREAM Q
\ PATRICIA A SAUSER
\ DB 462 PG 500 ',:.- / - EXISTING WETLAND 0 m o
/ PC B FILE 8-B I �"j+ .. / I z Y
/ LOT 19 / - PROPOSED ROADWAY CENTERLINE O
LAND USE: RESIDENTIAL \ I LU v
ZONING: RESIDENTIAL I \\ _ / _; " PROPOSED CURB & GUTTER H
o Y.
PROPOSED CONCRETE CCM O
\� �\ /� �,i \ 0-0-0-... .,. PROPOSED FENCE BEFORE YOU DIGt
SHEET C502 I f ` SHEET C504 '-800-83z-�4s cc > N
- - - - - - - - - - - - - - - - - - - \ - I / '- - - - - - - - - - - - - - - N.C. ITT'STHELALL W1 0ENTER a
\- PROPOSED RETAINING WALL
NORTH CAROLINA BOARD OF EXAMINERS FOR
0 C F TREE PROTECTION FENCE ENGINEERS AND SURVEYORS LICENSE NO.C-3035 (n
PROPOSED TREELINE J
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\ \
LEGEND
EXISTING PROPERTY LINE
\ \ IN, IN, - - EXISTING EASEMENT H
\ \ \ R/W EXISTING RIGHT-OF-WAY
EXISTING STORM PIPE
NORTH \ \ \ \ \ \ \ •� W EXISTING WATER LINE
\ SA N EXISTING SANITARY SEWER LINE
PID# 06240004 \ \ - - EXISTING STREAM 0
\ PID# 06240002C �- - -i
JERRY A PRESSLEY & WIFE, ROBBIE C PRESSLEY U
JERRY A PRESSLEY & WIFE, ROBBIE C PRESSLEY EXISTING WETLAND o
DB 4514 PG 425 -- --" J W o
\ DB 3633 PG 864 LAND USE: RESIDENTIAL - c a
\ \ LAND USE: RESIDENTIAL \ ZONING: RESIDENTIAL PROPOSED ROADWAY CENTERLINE a a
\ ZONING: RESIDENTIAL \ O c�
\ \ \ PROPOSED CURB & GUTTER _ co
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J
zo c,
PROPOSED CONCRETE o
Lu Z N m � m m
PROPOSED STRIPING a o o 0w z
PROPOSED RIGHT-OF-WAY a o Z a � o
z Q Q Q m z
-- PROPOSED BUILDING o o 0 o G
PID# 062400028 -���\�\ �c\�\\ -0-0-0- PROPOSED FENCE Q g Q g g Q Q
\ CARL S NICHOLS & WIFE, IRIS W NICHOLS >
\ DB 691 PG 53 = - \ �. m z > z > > z z
\ / _ `_ PROPOSED RETAINING WALL
PC C FILE 877 /
LOT 2A
W 0 0 0 0 0 0 0 0
\ \ LAND USE: RESIDENTIAL \ PROPOSED STORM PIPE N N N N N N N iz
N
PROPOSED YARD/GRATED INLET ¢ N N N N
ZONING: RESIDENTIAL \ \ s o 0 0 0 0 0
\ ---_ O N ( V N (O h N
R W' R _ �� ® PROPOSED CURB INLET Z
PROPOSED STORM MANHOLE
Lu
\ \ a ,
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GI-219
,sue N
\ \ \ 00
RIM=667.15 �'' \ "\ \\ . . . . ICI N����� \ \ INV. IN 15"E =662.16 \ ..
��\ �\\\ \\\\ \INV. OUT (18"W)=662.16 W
RIM=667.75 ti
INV. IN (18 E)=661.37 \ \ _ 1 O co
INV. OUT (18"W)=661.37 \ - � C
M
GI-217-- _ LF 18" RCP ® 0.8� -' �i U cV
PID# 06240002A �,� / /' / % -------- 5.77
INV. N6 (18"E)=660.36 CP ® 1 0� 8,8 15g 4 lF 15 1 1 O o�0
CARL S NICHOLS & WIFE, IRIS W NICHOLS 'ham P / 1$ R \ O O) E
\ DB 564 PG 218 i / / ,-- INV. OUT (24 SW)=659.86 9S g_LF6�=
__
PC LOT 2B877 L'�OQ // r--i Cc a
Cc U
LAND USE: RESIDENTIAL �Q�� / / /'� /' / �GQ ® � _ \� �\� -- �i N M 'a
ZONING: RESIDENTIAL y�p / GI-216
// / RIM=666.40
'INV. IN (24"NE)=659.37 9$$ `�oT 48 ` \� 1 p
INV. OUT (24"SW)=659.17 �e � ` PAD=670 90 ; I LOT 49 1 \ I \ p O N
\ LOT 47 - o
-PAD=670 20 ' �� �� PAD-671 .30 - �"I L_ ao
/ - LOT 50 "� oa rn
PAD 671 .30
GII 213 II I I \ \ LOT 46 �� \�� ; \ , �� F W O
/ j I RIM=666.40 I PAD=669,0 ; ' ------ ' ��� C502 C504
INV. IN (24 NE)=658.28 / '� EASEMENT
ER ` ` \ �` \ \- --- \ _y
INV. IN (18"SW)=658.95 � \ \\ `,�� Q
INV. OUT (30"SE)=657.95
/ e�»
\ \ LOT 45
PAD=668.80 ODE
-
\ / / f.' I \ GQ,' \su• �/ "DCI-209 / \ - ( ,7.49 LL q�M LANE
\ \ �" GI-214 ' S \ �0/ / ;�lc. ,�/ NIV N6 {36"NW)=655.67 BLIC
/ / INV. IN (15 SW)=658.26
\ �' RIM=664.91 ®. - "
INV. IN (15"SW)=660.47 �� I / / \�'
INV. OUT (18"NE)=660.20 h� ` 'f \ INV. OUT (36"SE)=&55.47 ,
\ i-
\ PID# 06240031 / / // // / LOT 44
I
WILLIAM K DOBBRATZ & WIFE, JENNY C DOBBRATZ //// / �� PAD=669.50
DB 3037 PG 607 i' �I° '
PC D FILE 543 / / DCI-212
\ IN, LOT 1C / / � /� / RIM=667.48,
D LAND USE: RESIDENTIAL / / // / / ,� �, / INV. IN (30"NW)=656.35 (�
ZONING: RESIDENTIAL �/ / / INV. OUT (36"SE)=655.85 - `, ` LOT 33 ; , LOT 32 U J
\ / -- - -„ PAD=671 .30 - > > 0
•24.0 LF 36 RCP ® 0.89& � `
/ i - � LOT 43 � I � PAD=671 .70�
\ \ //� /�/' / ���_/-- O, ` \ PAD=670.40/ / ; LOT 34 4' CRAWL 4' CRAWL LOT 1
PAD=669.80 � PAD=671 .60 0
� \ / / 4' CRAWL \ 4' CRAWL L Q J Q
/ RIM=667.91 DCI-211
\ / // / INV. OUT (15"NE)=663.47 / RIM=669.05 " ���, ® ��� ^ ``; - __ GI-311 PAD
i 1 / INV. OUT 15 SE =660.03 rG - RIM=661.12 - 4' (n
\ / � i ( j 0v 4 Q J �cA INV. IN (15"W)=655.78
^ QJ �`'� CI-205 ® \ -INV. OUT (15 E)=655.58-__ Q a
LOT 42 � �,
oo O � RIM=660.14 � - Wcc
PAD=671 .30 ` O INV. IN (36"NW)=653.42� ?g . ♦R 0
\ \ » a' INV. IN 15"SW =655.50 .00 ` �\ "=0 .Ll 15» V = Z
\ / 24.0 LF 15 RCP ® 0.59& / h { ) /
INV. OUT (36"SE)=653.22_ /
INV. OUT=674.05' / \ `� ` GI-312 -' __ FRCP �8%6 �
' \ LL
RIM=661.10 ,
INV. OUT (15"E)=656.66 ------_ _ W
Z �:��' LOT 41 ,
� � '! ' ` \ / LOT 36 ,' � '�' � � � J
h 0 y . \ ' �\ PAD=672.30 _ �� \ PAD=670.00 GQ ® \ 1
FIRE ACCESS HW #2 ,� \ 4 � ® i - _ Z
CI-210 GI-206 4 CRAW 10/ `` \ I / -
\ RIM=669.05, RIM=662.57 �j / ; LOT 16 ;__
Q \ \ < LOT 15 I Fn
^ 6�9' \ G \ \ \ �� INV. IN {15"NW)=659.91 INV. IN 15"SW =657.51 PAD=664.10 '
INV. OUT {15"NE)=659.81 \ { ) ,� O/ `u` PAD=664.70
/ INV. OUT (15"NE)=657.31 ,' �ti `o',
I / INV. IN=674.50' / \
L0� 40 / 'DCI-203 '
PID# 06240030 / / F E - -___-- ---- --� LOT 37 \� ' '
PARCROSS LLC 7 �1r PAD=673.10 / ,' 'O -✓� 'RIM=662.68
DB 6156 PG 639 / )0. _�. \ \ PAD=671 .20 ^ LOT 14 N® ` - ,INV. OUT (15"S)=653.46�
PC D FILE 543 y� 'OF,p� \` 7 GI-2o7\ 4' CR WL �` - - PAD=665.00
u LOT 1B Q` �� �� ^`\ --� / \RIM=662.97, l�, 0� ,'� `. �� CI-204 3s \ I " �,i p LL IZ (D (5
LAND USE: RESIDENTIAL F.p - \ \ \ " ro / '/ RIM=663.05 23.4 LF 15 RCP ® 0.7% a N J
v ZONING: RESIDENTIAL INV. IN (15 SW)=658.53 » \ a U
N � F - \ INV. OUT {15"NE)=658.33 ,� \ / INV. IN {36 NW)=651.67� / oQp�\� Z N M
��� �\ \ \ LOT 38 ` j \ INV. OUT (36 S)=651.47 J
/ �\ PAD=672.30� i 24.0 LF 36" RCP ® 2.6X _ _ ����"
�-6 9� / �s Ao / - /'\ \ \ 4' CRAW I I I,'� o LOT 13 W
1 I I I 1 'S ® PAD=665.40RNM=66(30 )- ' �o
INV. IN 36 N -650.85
LOT 1 / G�li0Og0 \ \ RIM=664.43 �, ` ' /' GQ. INV. IN 15"E =652.23 Z
PAD=677.15 ,p / 4 Q \ ( )- a
B / �� /� /� ® i�J \ I INV. OUT (15 NE)=659.99 �h( \ �,\ \ INV. OUT (42 S)=645.41 - m
/ / \ LOT 39 '�✓ ,'� ,'t 1 I / / \ a m o
/i ' PAD=672.30 \ �k \, I I I 1 "
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o I 47.9 LF 15 RCP ® 2.09& W
4' C AWL I I I DCI
LOT 2 » I LOT 12 CI-307 0 C)
24.9 LF 15 RCP ® 1.99& RIM=662.66
PAD=676.40 I I I 1 I I ( ) - `'INV. IN (36"NE)=649.50 ` c �
rii�ix PAD=66 8 INV. IN 15"N =653.29 RIM=663.40 ' LLI N Z
� � 1 CI-106
` I I CI-1070.27 \ 1 INV. OUT (15"W)=653.19 » \ \ N O
INV. IN (15"SW)=665.10 II \ \ I / r INV. OUT (36 SE)=649.30 CALLEFFORE YOU
32 101 r N
/ / � / LOT 3 CI-107 I �I I 1 INV. OUT (15"SE)=664.9 \\ \\ \ N.C. ONE-CALL CENTER J a
PAD=674.80RIM=670.41 R'S THE LAW!
INV. OUT 15"NE -665.58 I I I 'I I I PAD=668100 \\ ` ` / \\\ \ ENNORTH GINEERS ROLINAAND BOARD
YOBS LICENSE NO.FOR
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INV. OUT (15 NE)=665.58 I 1 PAD=668.00 /
\ \ I 1 I \,�� \ \\ \\ - - EXISTING PROPERTY LINE
01-1 14/
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ry - EXISTING EASEMENT
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RIM=671.90 LOT 4 R/W EXISTING RIGHT-OF-WAYINV. OUT (15"SE)=667.46 PAD=673.20 EXISTING STORM PIPE
-
\
/ \ II` I II c1
NORTH RIM-
-105
\ \ W EXISTING WATER LINEINV. IN (15NW)-663.31
CI-104 \ \ INV. IN (15"SW)=663.47 QJ II I FES-200 ENDWALL {EW) \\ SA N EXISTING SANITARY SEWER LINE
`• RIM=668.30 `� 1 `1 -1NV. OUT (15 SE)=657.46 p
• \ �' INV. OUT (15"NE)=663.71 \ $ ���' /� I / I I I �� - - EXISTING STREAM
, / I I \ \ O
STORMWATER EASEMENT
o. . . .LOT 5 EXISTING WETLAND W
PAD=671 .00 cc I I I I \ PROPOSED ROADWAY CENTERLINE � J
I I Z
® 6` A� I I \ 0 0 PRO SCM MAINTENA \\ PROPOSED CURB & GUTTER Q o ? a a a a20
\ I h .. ,.:.; PROPOSED CONCRETE 0 r m O o
24.0 LF 15 RCP ® 1.0� I N
PID# 06240006A / V� \ // CI-103 y 1 AND ACCESS ESMT 4. .p En Z En
\ # ---�� " RIM=666.66 / STORM WATER ( Lu Z N m m m >
GERALD L EARNHEART & WIFE, DEBRA P EARNHEART 51.6 LF 15 RCP 0 2.OX " h I PROPOSED STRIPING a o W W M o
\ DB 425 PG 792 I I INV. IN {15 NW)=656.42�° / WET POND #1 I ~�� r o N o Z
\ PC I FILE 146 LOT 5 I I INV. OUT 15"S =655.84 I -- - Z g Z
GI-113 ( ) I PROPOSED RIGHT-OF-WAY J Z Z Z a- o
RIM=667.04 PAD=O&9.00 I I I I I I 1 Z a- Z
C. LAND USE: RESIDENTIAL \ I / I 55A LF 15" RCP 0 1 A9& _ I I I u o o a a a o G
_ ZONING: RESIDENTIAL INV. IN (15"NW)=662.60 / e I I / I I RIM=646.55 45� PROPOSED BUILDING ° ° o ° o o °
\ INV. OUT {15"S)=662.40 �� CI-102 �0 I ( ) W a W INV. OUT 30"S =642.00
RIM=666.38' % I / -0-0-0- PROPOSED FENCE o o 0 o 0 0 o
\ 1 INV. IN 15"N =655.29 I I $ f cr
'P INV. OUT (15"SE)=655.09 I 5% / / I \ PROPOSED RETAINING WALL Z Z > > Z Z
o00
� Cr► � /� I � �'A \ FLARED END SECTION / \ w 000 00
N N N N N N N N
® \ P FES-100 INV. { =645.00� w= �. \ PROPOSED STORM PIPE
Lia
N N N N N N N N
(O (O h N N O V r
L 1 N N N N
I / / ! I I I �Z no l_ ® PROPOSED YARD/GRATED INLET 0 0 0 0 0 0
LO
/ / ' / I I I ® / PROPOSED CURB INLET N N
/ PAD=C�8.�0/ / CI-101 / I AS - \
RIM=663.18 / /
INV. IN (15"NW)=654.01 I I / / aq FES OCS-1 FLARED END SECTION © PROPOSED STORM MANHOLE
i74.7 LF 24 RCP 0 0.75&
INV. IN {24 SW)=652.14 / / / I \ \ INV. (3O")=641.00 / •
IN, IN, INV. OUT (36"E)=645.36 J V
'Cl-108 / / / / L.I N
/ LOT 8 / RIM=664.13a , / / �- // / / N
PAD=600.50 ! \�� / \� INV. IN (24"S)=652.90 s / / / / FLARED END SECTIO FES OCS-2
F ` / //'/� /� / , INV. OUT (`4"NE)=652.70 / II INV. (36'7=642.oO / I / // Z
_ _ l
GI-112 \�� ` / / / _ cr / �c I I 1 I / O c
RIM=663.75
INV. IN (15-N)=659.17 l,� �� / / / / / 'P LOT 10 / / I �I .. . . . . . . ... . . . II \ I cc C
INV. OUT (18"SE)=658.92` / 1 PAD=0F0.50 / / ,m �-F- ... - -� �1 \ / c i
/ / / / ;\ I I I / V N
LOTS / /'� / � � L ...I -/ I i /
PAD=G 6.50/ / / / , I I //��i I I 1 1 o ago
/ I J / i I I o
cc a
/ / / /i +'
/ / RIM 661 OO / / / ,9/,,/ 6 ( �50 ( �50�3 N M a)
INV. IN (18 ti
)NW =656.29 / / / / / \
/ / 6 1 °� M
/ INV. OUT (24"SE)=655.75
ch
85.2 LF 24" RCP 0 0.7X // ,L�j C
88.4 LF 24" RCP 00.7X / \ 1 •� 0 0)
GI-110 p
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U a
INV. IN (24"NW)=655.11 / /
INV. OUT (24"E)=654.91 GI-109 I I I I i l�/^ C504 Q
/ RIM=661.40 I _
- INV. IN (24"W)=654.25 I I I I I III I
I I I II II ti
INV. OUT (24 N)=654.05 .p-1 M
PID# 06240005A
ROGER ADAIR WILLIAMS
DB 5082 PG 683
LAND USE: RESIDENTIAL
D \ ZONING: RESIDENTIAL
\ - J
/
Lu J 0
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/ RAYMOND B XIQUES & WIFE, CAROL A XIQUES \ Lu
Z DB 3054 PG 108 LU J
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ZONING: RESIDENTIAL
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/ JEFFREY M SAUSER & WIFE, PATRICIA A SAUSER ` a U N _j
N / DB 462 PG 500 \ Z c~n N
N PC B FILE 8-B M
N LOT 19 Q
LAND USE: RESIDENTIAL J
ZONING: RESIDENTIAL a
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tip NORTH CAROLINA BOARD OF EXAMINERS FOR O
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LEGEND
- - EXISTING PROPERTY LINE
- - EXISTING EASEMENT H
R/W EXISTING RIGHT-OF-WAY
EXISTING STORM PIPE
NORTH W EXISTING WATER LINE
SA N EXISTING SANITARY SEWER LINE
-
PID# 06225003E 1 EXISTING STREAM 0
KRISTEN CROWE VASS
DB D157 PG 1087 W o
EXISTING WETLAND
PC L FILE 536 cc F
PROPOSED ROADWAY CENTERLINE a
LT 3
LAND USE:RESIDENTIAL Zco
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1 PID# 06225003 j Z
..�.;:::;? PROPOSED CONCRETE W o r m o
rr
KRISTEN CROWE VASS
Z N [p U) m m m
\ DE 157 PG 1087 o
\ PC L FILE 108 PROPOSED STRIPING a o Z
F N m = Z F
LAND USE ORESIDENTIAL I -- - PROPOSED RIGHT-OF-WAY a ° Z W Z Z o
ZONING: RESIDENTIAL ° ° o ° o o Z °
\/ PROPOSED BUILDING o ° W 1 2 2 a o G
-0-0-0- PROPOSED FENCE W o o 0 0
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° > ° > > o °
w o 0 0 0 0 0 0 0
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N N N N N N N N
N N\\\ N iz
N
0
PROPOSED YARD/GRATED INLET m 0 0 0 0 0
ON V N O h N
PROPOSED CURB INLET
\ \ PROPOSED STORM MANHOLE
_ a
s0;PU `WN RD. N
\ R _ /GyT OF 1375� \ to> 2 S ~ 00
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F INV. OUT {15"W)=663.11 ��� \�c�� _ �� o
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py V N
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4$ PID# 06225003D 1 \ \ N
MARK AND USA WINDLE I 1 1 \ \ �'� ch u
DB 7289 PG 702 I \ \ I M
PC LOT 2536 r\�I I 1i1 7D 1 1 >O
LAND USE: RESIDENTIAL �� I I \\ \ C50 1 Ci M
ZONING: RESIDENTIAL \ \ O N N
1 c}a
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PID# 06225003C �� \\ \^ �I II I\ II \ \ I •� o Q 0)
IGOR AND VALENTINA PRIYMAK \/ \�� \\ I \
Z a DB 8217 PG 563 /� z �� I \ 1 / \ I ,.� p
E PC F FILE 481
LOT 51 m b \ `� I \ I I W a
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I PAD=671 .10 LOT 25-C �� 1 \�� 9� III 1 I I I I O
.. CI-316 PROPERTY CLASS: RESIDENTIAL-LA
RIM 672.25 ZONING: VILLAGE OF MARVIN
I INV. OUT {15"E)=665.99
24.4 LF \\�\ -�� /� I I I I I •� C
RIM=664.50 \`\ �\ \ --_ I I I z I
RIM=672.25 �� INV. OUT (15"SE)=660.06 C502 C504 M
V_. _ ~
_ INV. IN (15"W)=665.87� ���
„ \ � PID# 06225003E I I I 1 I
INV. OUT (15 S)=663.57 - l
DAVID AND KASEY COATES
CI-314 �, __ ��- �� �� ��� DB 8528 PG 864 \ ` _ i
RIM=666.94, 51.9 LF 36 RCP ® 0.9$ -� .. . ��/ \ PC F FILE 481 \ \� / / I I I PID# 06225007A
DB 1561 PG 564
-INV. OUT (15"E)=661.13 0 LOT 52 - \ '��� �� �� `6'9 LOT 25-8 / -�--� \��� / JOE M ARDREY
� PAD=668.80 \ . \ \ �� �� �� PROPERTY CLASS: RESIDENTIAL / \�\ �� / 1 I I I LAND USE: RESIDENTIAL
ZONING: VILLAGE OF MARVIN ZONING: RESIDENTIAL
_ a RIM=667.37
Il`� 1INV. IN (36"SE)=653.64 \� \ \ �� �� �� �� SqN
/� IINV. OUT (36 SW)=653.44 \O RIM=662.20 - \ \ -68
\ I LOT 53 \ A -,,INV. IN (18 SE)-657.49
o �� PAD=667.80 ' \ \� \ INV. IN {15"NW)=657.74 \\
D �_- ,��� I_ vj / .•f,,$ INV. OUT (36 SW)=655.99 ,. \\ \\\ ��� ,\ \\ \\ �\\ -J> I\\��\ II I ZFn
\ \ \ STORMWATER EASEMENT \ \ / \ y \ I M
23.9 LF 15 RCP 00.5Z �o g66 � � � \ � � / \ �\� \\�\\ \\\� '' i \ N LL
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LOT 30 ; o A - �T 54 ° \ ��\ \\\\ . . \\\\\ ) 1 ' - �� I / I a V Q
AD=671 .00 / ��� Gc� - PAD=666.70 p0°) 6� \ \ \ . . \ \ PID# 06225003A
- � ® - - , \ \ TERRENCE PHILERICK JR & JILL PHILERICK \ I J
4' C RAW L a / -_ /7/ 6�� `�6'+ __ 00, 147.5 LF 18" RCP ® 1.OX \ DB 4375 PG 325 / TRACT IV V CI-313�� GQ - PC F FILE 481 II. N
RIM=666.90" A - - / \ �\ ' \ \ \ \ \\\ \ LOT 25-A ` �/ I PHILIP E. O'DELL & Q a
INV. IN 15 N =661.01 \ \ GI-325 PROPERTY CLASS: RESIDENTIAL ` WIFE ANITA M. O'DELL
INV. IN (36"NE)=652.97 \ ?s9 \ \ \ " \ ZONING: VILLAGE OF MARVIN \ / ' W J 0 CC
664 � � RIM=663.70 � \ \ / PARCEL AREA: 0
0.112t ACRES ♦R
/ INV. IN (15"W)=661.01 p\ 1�^� � 1 INV. IN (15 SE)=659.26 \ \ \ / V
INV. OUT (36"S)=652.77 LOT 5� INV. OUT (18"NW)=658.99
CI 310 PAD-6 \6 DCI-319 \
' RIM=663.26 \ \ I Z
RIM=664.94 / INV. IN 36"NE -654.78�
y INV. IN (15"W)=654.49 ( )= \
6 INV. IN (15"SE)=656.33 `, � W
INV. OUT (15 SE)=653.81 �� / " \ I \ I W- \ 1 INV. IN (15 SW)=659.52 I I �� \ \ �. ./ / \ J CC
„, I y/INV. OUT (36 NW)=654.58 CC
0 / \ LOT 29 \ LU 1 b6 I I \\ ✓ r \ ��. Q
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PAD-666.20 �
y io / PAD-_666.40
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ICI-309 RIM=663.3INV. OUT (15"NE)=659.64
RIM=664.85\�
fo / INV. IN (36"N)=651.44 23.8 LF 15' RCP ® 0.5% \GI-326
INV. IN (15"NW)=653.33 I I -p�ti �p / LOT 57 I 0 \ \ RIM=666.50
„ �'A / ( PAD=667.90 g \ \ INV. OUT (15"NW)=662.06 AREA ACQUIRED BY THE
\\ INV. OUT 36 SW =651.24
� ( )- , � .� ®, / DEPARTMENT OF
����\ I TRANSPORTATION /\ / / I u- a w
23.8 LF 15" RCP ® 2.09& v LOT 28 \ s9 I I \ _ BK 8617 PG 813 �' / \ // I 1 LL a N J
o I //►� `. I ` PAD=665.60 ,/ I ° I I �\ 0.546f ACRES / \ \ �� � / I I \ \ Z U N
GI-306 \ I I I \ I �` I cl)
RIM=661.11 „ ��o \ / I I I LOT 5 I I'
\ INV. OUT (15 SE)=656.67 I I �\ \ PAD=669.20 I I \ \ I I a
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s4 PAD=664.50 `� , 6,6.E I� I ' , 1 RIM3666.82 I 1 / \ \ \\ /\ J I / TRACT III 0
AD=6
\ \ , LOT 6. 0 INV. IN (15"SW)=662.10 / I I II / \ ,\� 3 P ILLIP E. O'DELL & Q
GI-33,' INV. OUT (15"NW)=659.57 I I x Z
.ZzB \ \ o I INV. N60.15"SE =655.56 \ I r m o
\ s { " ) \ LOT 59 \\ 0.062E NACRES O'DELL }
`\l INV. IN (15 NW)=655.69 �� PAD=670.80 Q }
3 \ \ INV. OUT 24"SW =654.81 \ \ / \ \\
� CI-322 \ �
\ { )- \ RIM=666.82, \ \ 00' PERIMETER BUFFER T_
W CI-308 \ LOT 18 \ „ = 1 1 / 1 o C)
RIM=663.50, PAD=663.�0 ,LO INV. OUT (15 NE)-662.22 '+ \ ✓/ \ / �
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INV. IN (36"NE)=650.09� �. / \ LOT 26 \ / o
INV. OUT (36"SW)=649.89 �Ge� \ \ \\ PAD=667.20 \ \ \ I // \\ / �\ BEFORE YOU DIG! Q c _
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DRAWING NO.:
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C503
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LEGEND
EXISTING LINE
\ LdT 19 \ 9 LOT 25
\ "/ PAD=6 3.50 <\ PAD=669.60 \ \`� \ \ \ LOT 60 \ �1 \ ^�' / I - - EXISTING EASEMENT
H \ 187.0 LF 36 RCP 0 0.8�6 \ \ •\ \ � ,
\ DCI-302 \\ 4 CRAWL \ \ PAD=670.80 \ i/ % / �� R/W EXISTING RIGHT-OF-WAY H
RIM=661.35 / \ \GI-304 /
\ INV. IN (24 NE)=651.75 \ RIM=661.70 \\\ \ \ \\ \ \ \ \ GI-414 / //\
\ \ \ \ \ \ \\ RIM=666.70 '� - EXISTING STORM PIPE
\ INV. OUT {24 SW)=650.57 \ \ \INV. IN {15 SE)=657.12\ NORTH
\ x �`���' \ ASV. OUT (150NW)=656.92 \ \ /-- _ INV. OUT (18"S)=661.99 / W EXISTING WATER LINE
\ 24.0 LF 24" RCP 0 0.9X LOT 20 \ \
\ \ \\ PAD=664.80 \\ \ Gc• LOT 24 � \ `- I� l!// SAN EXISTING SANITARY SEWER LINE
\ �� \ \` �,p AD=670.60� I o
\ \ � DCI-301 / \ `\ \ \ \ �® - - EXISTING STREAM
�\ RIM=661.35\ \ \ �A�, CRAWL I \ I I A //// / -, O
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INV. IN {36 NW)=647.80 \ \ \ \\ ®� I \ ` LOT 61 �� B�7M �j EXISTING WETLAND LU o
\ INV. IN 24"NE =650.35 \ \ �'� / cc F
PROPOSED ROADWAY CENTERLINE a
" PAD=670.70 �_ p. � J J
1 INV. OUT 42 SW -645.38 9 \ I \ I \I I / PROPOSED CURB & GUTTER O w a
M /Mv a a
{ )- LOT 21 \ \ ` � \\ / 1 �r` / / m
PAD=665.20 \\ \ �\ , I \ I� , , a a a
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\\\\ \. \ \ i� / / / ..w.,.:.; PROPOSED CONCRETE W Z m m m w m
PROPOSED STRIPING a o M o
RIM-667.40 -- - _ " Z N g Z
INV. IN {18 N)=661.33 / a ° -> a -> ->
45 - / (" ) PROPOSED BUILDING
Z O o
L0T �2 r Zzo G ENDWALL EW PAD=665.20 \ \ / �� INV. OUT 18"SW =661.13 o w w o w w o w G
ES-300 { ) \ / I LOT 62 /j / o m 0 1- 0 a Lu
m
GI-305- `� I PAD=669.80 / I a a a PROPOSED FENCE Lu o 0 o 0 0 0 0
'RIM=661.36 /� // > 0 3 0 3 3 0 0
INV. OUT (15"NW)=657.92 \\\ / /� PROPOSED RETAINING WALL m Z -> Z -> ' Z Z
w U J U J J U U
Cl-403 STORMWATER EASEMENT a1/
,' ^ / / PROPOSED STORM PIPE ¢ N N N N
RIM=662.59� / / /, I /
\ / / INV. IN (15"E)=656.08 i I ``�\
CI-404 rn // 0 0 0 0 0 0 0
INV. OUT 15"SW =656.08 LOT 23 / v Q PROPOSED YARD GRATED INLET
{ ) RIM=663.09 � / � : w /// ® � o
PAD=664.90 INV. IN 15 SE =656.73 / z
STORM WATER / _ INV. OUT 15'1N =656.73 LOT 63 PROPOSED CURB INLET
- - { ) PAD=668.60 � // � -----
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j/ WET POND 2//// RIM=663.28, o+ v -// /
INV. IN (30"SE)=650.61 © PROPOSED STORM MANHOLE
INV. OUT (36"SW)=645.39 - PROP. TOPO /^�O U
%ELEVATE N �, / ^ / M
z, /j// / //// 78.7 LF 36 RCP 0 0.5X `s0 23.8 LF 15 RCP
ICI N
GI-412 .. co
LOT 64 /// /
Q� / RIM 664.70 , \ U
RIM-RIM ( I ( - p��90 PAD=667.40 INV. IN (18"NE)=659.10 \/A I Z
F INV. OUT (36"W)=643.00 , 1 (. \ \\ 1 - RIMCI-4663.16 " - � ' /05 INV. OUT (24"SW)=658.90 / C5D C50 7 O M
PROP. SCM MAINTENANCE INV. OUT (15 NW)=657.32 / - J
81.8 LF 30 RCP 0 1.0X 2 O
0% cc
SAND ACCESS EMT / 1\ \ 1 /
ENDWALL/(EW) \' CI-402/ / " ��� �"i U N
FES-400 RIM=662.59 i '
( INV. {36")=645.00 LOT 65 1 �. o� 1 O coo
INV. IN {15 NE)=655.48 l \ y♦Q oq�
INV. IN {30"S)=651.63 I " PAD=665.90/ / 1 � o \ �--i � .. U
I ` \ 6�g " - 24.0 LF 15 RCP 0 2.5� O OQoQ V�v O O B
\ \ \ \ INV. OUT (30 NW)=651.43 �\ ct� 1 cc a
1LL
\` ,' ®^ O�Q i N m c°�i
\ \ \ \ RIM=661.39 34.4 LF 30" RCP 0 0.5` \ ti
INV. IN (15-SE)=656.79 /,' �Q o C
\ \ INV. IN (30 SW)=652.50/ _ 4 `� C502 1 .�
\ INV. OUT (30"NE)=652.30" \ / LOT 66 M d
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\ \� In, PAD=664.69 �� II / �/ p a>
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O 0)RIM=662.14\
GQ - y1 / /`INV. . �i O d
E INV. OUT {30"N)=651.80
59.0 LF 30" RCP 0 0.5X / / /
I ` ♦�� o` Q, 67 o
LOT 67
PAD=663.20 / Q
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RIM=661.40 / GI-411 owl
\ .' INV. OUT (15"NW)=656.91 ' RIM=660.40 � M
I R M=660.53 / I \ - \\\\ / �� /'INV. IN (24"NE)=655.15 /
INV. IN (30"SE)=653.17 I I 23.2 LF 15 RCP 0 0.5X �' / / INV. OUT (24"SW)=655.05�
INV. OUT (30"NE)=653.07
♦ LOT 68
PAe=66Z.40 J'o� �Cc)�,
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06225021 Z
PID J
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PID# 06225055 \ \ S / I SCOTT E LET 2 WIFE,
EV RLY 8 LETT \ > O
CHRISTOPHER SLOTTEN & WIFE, JENNIFER M
SLOTTEN GI-410 p 7p DB 260 PG 605 CC
RIM=660.00 FR7 O' / DB 265 PG 852 0
DB 6201 PG 810 INV. IN 24"NE =654.22 e�M�`� a U
PC 8 FILE 8-B { ) FF FR I / LAND USE: RESIDENTIAL � Q
LOT 21 ` , INV. OUT (30"NW)=654.22 R / / ZONING: RESIDENTIAL = J U
LAND USE: RESIDENTIAL - ! J
ZONING: RESIDENTIAL ♦ S I / / 1
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N.C. IT'S THEL LA CENTER 2 J a
tip NORTH CAROLINA BOARD OF EXAMINERS FOR O
ENGINEERS AND SURVEYORS LICENSE NO.C-3035
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A = 043168 ;
DRAWING NO.:
a SCALE IN FEET
C504
N o 50 100 /I�;IIIIG07/17/24
a
8 4 3 2