NCC231077_Site Plan or Location Map_20230417

N�RNETT EROSION CONTROL MEASURES RELATING TO HOME
COV/�Ty wgkE CONSTRUCTION ACTIVITIES NOT INCLUDED IN THIS GROUND STABILIZATION CHART 4DSite
CO PLAN. BUILDERS MUST OBTAIN ESC PLAN APPROVAL LEGEND: PROPERTY LINE x 306.52'SPOT ELEVATION GRADING NOTES THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL
UNTy FOR INDIVIDUAL LOTS. ECrj ECM-EXISTING CONCRETE MONUMENT -oPL- - - OLD PROPERTY LINE BENCHMARK DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY SITE AREA STABILIZATION STABILIZATION TIME solutions
ECs ELEVATIONS R REFERENCE T OPERATION. DESCRIPTION TIME FRAME FRAME EXCEPTIONS
JENMAR DR. O ECS-EXISTING COTTON SPINDLE ADJACENT PROPERTY LINE 5�N SIGN 1 BENCHMARK A AND MUSTEVERIFIIEDBYTHEGE ERAL 7. ALL CUT ANDSLOPES SHOULD BE INVESTIGATED BOTH
i EIP 0 EIP-EXISTING IRON PIPE - TIE LINE M�MAILBOX CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED DURING AND AFTER GRADING BY THE CONTRACTOR TO PERIMETER DIKES, civil engineering I land surveying
EIR 0 EIR-EXISTING IRON ROD -- RIGHT-OF-WAY PP• UTILITY POLE GRADE OF THE CURB, UNLESS OTHERWISE NOTED. DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT SWALES, DITHCES 7 DAYS NONE 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
EPK 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES IS DETERMINED THAT THERE IS A SLOPE STABILITY AND SLOPES office1910-426-6777 fax[phone] license number I C-2354
G) EPK-EXISTING PK NAIL SETBACK LINE C- GUY WIRE www.4Dsitesolutions.com
❑ SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
HIGH QUALITY
EReO ERB-EXISTING REBAR SD STORM DRAINAGE 0 TELEPHONE PEDESTAL LONGITUDINAL SLOPE NO STEEPER THAN 5%. 8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
SITE s�, O� ��► o COMPUTED POINT // OVERHEAD UTILITY W WATER VALVE 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED WATER (HQW) 7 DAYS NONE
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE BY SILT FENCE. ZONES
N/F - NOW OR FORMERLY - - - - CREEK AFIRE HYDRANT
tio, WITH THE APPROVED EROSION AND SEDIMENTATION 9. APPROVED COPIES OF THE GRADING AND EROSION
>_z CO N/F `R/W - RIGHT OF WAY - - WETLANDS L�J WATER METER CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE IF SLOPES ARE 10' OR
J �� C ALLEN CURRIN �� TREE LINE ® CATCH BASIN
�v o o_ „�!� � / � MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY WORK IS IN PROGRESS. SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE
z z v o DB 3586, PG 324 DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE THAN 3:1 NOT STEEPER THAN 2:1, �� N RQ
w SR 2292 �� WETLAND CA
340 MAJOR CONTOUR ASPHALT 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN •••••••
00 Q �w WOODFIELD CT. a , 14 DAYS ARE ALLOWED �� Q� •.• /
_ '�� 90 343 MINOR CONTOUR CONCRETE PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO `���:OFESS/p'••�i
29 AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL HANDLE THE STORM WATER ARE CONSTRUCTED. THE
{ ` $ 0 WETLANDS 7-DAYS FOR SLOPES •a �•
RAWLS CHURCH RD. l/ 295 BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE SLOPES 3:1 OR
fr� / 2 S PROPOSED EASEMENT HAS BEEN COMPLETED DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. FLATTER 14 DAYS GREATER THAN 50 FEET SEA
SR 1415 W 300 N/F 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN IN LENGTH 02
3 —Loc—Loc— LIMITS OF CONSTRUCTION
WrW 0p C ALLEN CURRIN CONTRACTOR AND THE OWNER TO PROTECT ADJACENT SHOULD BE REPORTED TO THE ENGINEER OF RECORD
0 41 .- —SF —SF — SILT FENCE LINE NONE
O . DB 3586, PG 324 PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING PRIOR TO IMPLEMENTATION OF THE CHANGE. ALL OTHER AREAS � • �I NE
—�N �N — JUTE NETTING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR EXCEPT FOR O
//// ♦/� / / 40 �o WITH SLOPES FLATTER 14 DAYS PERIMETERS AND "/` CO '6"'
LAMBERT LN. J / J / ti� oo 3os —DivIIIII Divlllll DIVERSION BERM FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 THAN 4:1 HQW ZONES '�/////
NORTH /•/f I 1�' 3os 3ps STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN TEMPORARY EROSION CONTROL BLANKET OR EQUAL )
�� U 3 J 39 WATTLE BARRIER 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SUBSTITUTE. 0 r
/ ob o 00 OINLET PROTECTION VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES 13. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF (��' Ub '��
/ 32 3p3 0 38 31p ABOVE AND BELOW GROUND, SHOWN OR NOT SHOWN ON THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED.
VICINITY MAP ,�✓� i� / M ,;14,; 12 I N/F
/ J r o moo° 3os / 37 37 / ENNETH B.NSMITH & WIFE, / / N/F DBKAREN I ES
c>N 5o s / N F I I I 354 REVISIONS
NOT TO SCALE / �f / 3°) 309 36 3js ❑ DB ND09, PGS376 /MITHDAVID ANDREW ROGERS
/ �j _ o.. 3 & WIFE, DIB 3620,DP V 325 I I 1 I �-
w ^ - \� 3 3/ 31 35 20 3 0 ■ TAMRA JOY ROGERS I I 1 1
f 2a. / moo 3os_ q 2Q / ■ / DB 3532, PG 3 I ❑ I `�6
N/F �` I� /Z 30 \ S, 34 32s 325 I I TOM KA MIMS
/ �" �� •--� 30� � � 328 *ALL RCP TO BE CLASS III
C ALLEN CURRIN W � 42 3' o�
DB 3586, PG 3244 \ ^/! 310� 37g 33 UNLESS OTHERWISE NOTED. ■ / � 349 DB 3271, PG 952
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VICTOR ROBERT BENNETT, JR. \� Q �� 60 340 347 I c � I 350 Raw P O ORIV
DB 1137, PG 362 moo` 70 l N / 32 O ( I m W I 351 P 10 BLIC &
\\ \� n C 351 349 348 \ ( U UTILI E CESS I DB 1158, PG 499 _-—
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NOTIFICATION OF COMBINED SELF-MONITORING AND \�" 104 334 \ '3 w I ^'�$ \`3
SELF-INSPECTION FORM: �( ' ^ 72 O w / 350` xg M GILMER STREET 347
119 I
1 3� 1a •'� � p � �, 3Q 3Q9 3Ra 50' R/W PUBLIC & UTILITY ACCESS � /"' N/F
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN M ^ I 1 3 N 105 p 9 _ __ _ / _( ) 3 Il ANNA ROOK
`� M 1 ': ' - - DB 3664, PG 645
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR a 1 \ 3 - - - - 8
LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH I 106 `� 340 �/ 351 350 349 3a8 � �/- �
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE �� 32s I I Ln
o - 3
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. N/F / 108 O �1 1 O
STEVEN ANDREW MOORS & WIFE, �O 31 gg 109 110 111 112 113 114 115 116
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS I DENISE MICHELE MOORS _ �° 330 o I /ram
OVERALL
AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR DB 3445, PG 58 3a W �� MN 98 ��� ,,. 351 350 34g ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 0
DEVELOPED A COMBINED FORM. THE SELF-INSPECTION I PB 98, PG 545 �� W J;` 347 a - � O , 1
PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING I WETL.. �0 3 97 344 I I 349 349 347 _
PROGRAM OF THE NPDES STORMWATER PERMIT FOR .irsS34 1r'\ W ��s 32 2s a4 . 3�� N _/ '_ \ 4 / GRADING AND
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE \ C 310.78 '30j. INV\ W O 2 M� 'r �f �W I /
SELF-INSPECTION REPORT IS THE INSTALLATION AND \ INV OUT 306.52 303.17x �W 3� 32� 96 4`��y " s - W �I I N/F
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL 3q I 1 BALDOMERO TELLO MARTINEZ & WIFE,
MEASURES ACCORDING TO THE APPROVED PLAN. THE \ T' - �- 347 �1 3ao 343 ► LILIANA PORTILLA QUEZADA EROSION
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF \ �o W DB 1432, PG 27
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND > \ 1� \\ W \ �� 94 \ �\ 349 335=337 Q `-�
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COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: 89 $$ 87 86 � W � CONTROL PLAN
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION I / TC 310.70 ;� ° 3's 32° 3�s 30 33j ` 93 92 91 90 1 1 O O O O \\ J �W j` W W W "� /1 P \
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, O J INVVOUT 114 3005.96� W � �� II I� - - I 11
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PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) o ` 1� \\ o \\ ` / r R/Iy F4A4 W
433-3300. Q. . 1 �\\ 1.�-\ ° //�� � _ �°Ue ��R�e \/ 344 347 w h W W� ^�^'h�y.` ' INV \
340 _ 343 — - _ — 348_ 347 Il I +� W W W W� \/ RCpI c
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DELMOOR DRIVE / l JN wo W �.,♦ � �,
1 \ �`- -����J •� 50' R/W (PUBLIC & UTILITY ACCESS)
RP WELLONS LAND
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348 , , & DEVELOPMENT
EROSION CONTROL NOTES AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER h/ I w 3s / ov cn
WITHIN 14 DAYS. USE SEEDING AND MULCHING,
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR CONTROL MATTING, AND/OR SODDING AND STAKING IN - 73 0 A I I �`° a '
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. GREEN SPACE AREAS AND OTHERWISE APPROPRIATE 338 M 74 75 76 77 81 82 83 84 85 Know what's below.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON /� 33S O O O O l 3�
/ 5 f Call before you dig.
AND INLET PROTECTION DEVICES WHEN THE STORAGE AREAS TO BE PAVED. 330 � - 341 344 348 3p f 347 33j �°
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL ( 32 340 347 34s v
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE (/ )r = s 3 I I `- '
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE FINAL STABILIZATION AND PERMANENT VEGETATION HAS / L ❑ 335 43 345 �p 345 . 348 345 ^ 3
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ '' _346 �• �� N/F P.O. Box 730
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT APPROVE THE ACTION PRIOR TO REMOVAL. ��~ Ll 3 3 I A T — OTM 0� _0DL ' — \
� _"� o �. � REDEEMED APOSTOLIC Dunn, North Carolina 28335
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED \ 0�� 1 3�2 I • 001 Jo p c� CHURCH OF CHRIST
PROPER BARRIER. CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION \ w A I 1 w 80 w °' o ` ' Q m / DB 933, PG 54 Phone: [phone]
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR ACTIVITY. W W W W W w p 78 w w r ry O
/ CONSTRUCTION SEQUENCE o \ Q_ o-
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL _ �p 0 CEMETERY I
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION Q( \ W �z� W 3 00 / OE] o
v �� O 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND \ \ ( '
a BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE ACTIVITIES. 1 343 I I o \• LL
HOLD PRE CONSTRUCTION CONFERENCE.
OR AT THE EARLIEST POSSIBLE POINT DURING 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE W ., W i -'
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES 2• INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT w W W W w ] I TBM �E SOL
CONSTRUCTION. FENCE, SILT FENCE OUTELTS, CHECK DAMS, AND DIVERSION r'o ✓ °J r / \ �T PROJECT INFORMATION
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES PERFORMING WORK ON THIS PROJECT. 0 79 o A a O 349 -f Q 1 4D DISK #1 c� ,
N 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE BERMS WHERE SPECIFIED. �� . ,, 335 3 0 o / I N 650,088.800 O O
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR 3. CONSTRUCT PH I TEMPORARY SKIMMER BASINS. �` J ■ W�W s _ t� I ' E 2,065,432.932 N
° SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY 4. CLEAR AND GRUB THE SITE AS NEEDED. �' W �� 1 5� 1 y/ / w f o
• CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN J �ti }- �a� 3 1 A p I ELEV 343.91
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING W W W o� r- I DESIGNED BY: CALEB
w DESIGN MANUAL. ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE 360 d� / NC GRID NAD 83
6 TO AREAS TO REMAIN GRASSED. ��
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. rl ,� 325 ti WETLAND 00 11 0 / 8'S J { \ (2011) DRAWN BY: CALEB
6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. �- . J ti © I
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED o (� ti Ma k O/L RO NAVD 88
6. REMOVE PH I TEMPORARY SKIMMER BASINS AS GRADING �/ �W W � �� � � \ �� l q0
• LAND DISTURBING ACTIVITIES. 910-433-3300 SLOPES AND FILLS SHALL BE NO GREATER THAN THE APPROACHES FINAL BUILD OUT AND RUNOFF CAN BE 7 f �/-� -\ W / ■�/ W WW^-W� W W .M� �.� --� o�gf/ / 347 \ ov PP ' CHECKED BY: SCOTT
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR Jj\� / � \ r
DIRECTED INTO TSB #1 & TSB #2 (PERMANENT WET /��� //� W W W W W R W W CJ- �'w v-�%�Q O
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE OTHER ADEQUATE EROSION CONTROL DEVICES OR g2`' /� / J - - W W U D�� Wes\ v -� .�^•�1\ _ v - — J / I = PROJECT NUMBER: 1866
PONDS) WW� #--�
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, \ 1 -3 -ti
Z WHEN TRACKING OCCURS. WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY 7. INSTALL UTILITIES. )
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER / Cr 00
W 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY 50 FEET PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED �f a �- __ , 1 J f o
( ) INLETS. DRAWING SCALE
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES f//G� 23 f � J 33g �__� Q
9. PERFORM FINE GRADING. �` �/ 26 1 z
CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. I - ��_�/ I 27 o
10. INSTALL AND PREPARE BASE COURSE. �
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR � 01 I I it
11. PAVE ROADWAYS. N/F ■ N/F
o OR OTHER MEANS. CONTROL EROSION FROM ALL PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION 12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED IRIS MCLEOD & HUS ND, FOUR W'S INC N/F n v HORIZONTAL: 1"=100'
b STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN AREAS. / BRANDON OGBU I FOUR W'S INC z
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES 90 CALENDAR DAYS FOLLOWING COMPLETION OF DB 1540, PG 409
13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO / DB 3336, PG 9 1 DB 1252, PG 238 N/F
c, MUST BE NO LESS THAN FIVE FEET FROM THE CONSTRUCTION OR DEVELOPMENT. REMOVE ALL TEMPORARY MEASURES. JAMES CHRISTOPHER GREGORY & WIFE,
o DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED I SONIA B. GREGORY
MORE THAN 24 HOURS. CONTROL MEASURES SHOWN AND ANY ADDITIONAL AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND ��`-�� DB 8311, PG 979 DATE RELEASED
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. 22�/ I \
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING THE COURSE OF CONSTRUCTION. - I I O oc I f 28 ' GRAPHIC SCALE
15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL U 1
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS o
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS STORM WATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST N/F I LL J I APRIL 6, 2023
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF JEFFREY JAMES DUNN & WIFE, LL m N/F 100 0 50 100 zoo aoo
HEREIN. � � HOWARD CRAIG GINSBURG
w A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR TERMINATION (NOT). THE NOT IS AVAILABLE AT: MICHELE L. DUN J 0-
ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT DB 2910, PG 641 1 _j . 1 & WIFE, I �.
ARISE ON SITE IS SETH THOMPSON. CONTACT HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCGO1-TERMINATION. o
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED I Y n 1 DANA MARLA GINS
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL 919-892-6630. PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT ■ Q DB 3557, PG 689 SHEET NUMBER
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE ■ I O L ( IN FEET )
° CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY OF TERMINATION PROCESS. 1 inch = 100 ft.
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THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
a