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GRADING NOTES CONSTRUCTION SEQUENCE ��
1:::::::=1:::::=2,r GROUND STABILIZATION CHART K/J solutions
1. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING
$ 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
Kann., leggi ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND CONSTRUCTION CONFERENCE. SITE AREA STABILIZATION STABILIZATION TIME
SEDIMENTATION CONTROL PLAN.THE CONTRACTOR SHALL INSPECT AND MAINTAIN 2. INSTALL STONE CONSTRUCTION ENTRANCE,TEMPORARY SILT FENCE AND DESCRIPTION TIME FRAME FRAME EXCEPTIONS civil engineering l land surveying
e,. FEW.OT ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON DIVERSION BERMS WHERE SPECIFIED. PERIMETER DIKES, •
0 409068.908D e.6uWe M.Fayetteville..28306
e Ap,1 , NEIGHBORINGX ROADS.II 3. CONSTRUCT TEMPORARY SEDIMENT BASIN&SKIMMER BASIN AS SHOWN. AND ,DITHCES 7 DAYS NONE 16ce 1910-aMbm Ns 1610-626d1)7 uxrw ruwer16t366
It 2. EXISTING GROUND UPON WHICH FILL L, BASE IS TO BE PLACED SHALL TE 4, CLEAR AND GRUB THE SITE AS NEEDED. AND SLOPES rrrMceewee3un.me
II1ROBESov yT CLEARED OF WEEDS,DEBRIS,TOPSOIL,AND ALL OTHER DELETERIOUS MATERIALS;
r✓ 0 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN HIGH QUALITY WATER 7 DAYS NONE
. SITE NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS GRASSED.
�� BEEN COMPLETED (HOW)ZONES
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6. PERFORM FINE OSI GRADING.
rRT 31 3. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER 7, INSTALL EROSION CONTROL MATTING AS SHOWN. IF SLOPES ARE 10'OR
337.T P1 tA, TO PROTECT ADJACENT PROPERTY,THE PUBLIC AND UTILITIES DURING GRADING 8, FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED AREAS. SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE
�8 $ /a',,4 U OPERATIONS.THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND 9. UPON SITE STABILIZATION,SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY THAN 3:1 NOT STEEPER THAN 2:1,
\ x -1'cis, $ C UTILITY PIPES,CONDUITS,OR STRUCTURES,WHETHER SHOWN OR NOT ON THE MEASURES. 14 DAYS ARE ALLOWED \\tT1111aki,,
dP U ® [ PLAN 10.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE SLOPES 3:1 OR 7-DAYS FOR SLOPES `\\�'���SSROh� '
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF 299
•$, -9,) �, DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL FATTER 14 DAYS GREATER THAN 50 FEET f �.T��
00.Y9uM $ ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND,SHOWN OR NOT MANUAL. IN LENGTH 15.
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P 5K+00 4* SHOWN ON THESEIESPLANS.THEYT WILL BE HELD RESPONSIBLE FOR ALL DAMAGE 11.TERMINATION OF COVERAGE UNDER THE NPDES GENERAL STORMWATER PERMIT - •4 < G
y TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. NONE SEA
FOR CONSTRUCTION ACTIVITIES MUST BE REQUESTED BY THE PERMITTEE VIA A ALL OhOP AREAS EXCEPT FOR
�q `£� 5. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER NOTICE OF TERMINATION(NOT). THE NOT IS AVAILABLE AT: WITH SLOPES FLATTER 14 DAYS ( DZ
OM1 d GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY PERIMETERS AND
r 930.' M , C PROBLEMS EXIST.IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION. PLEASE NOTE THAT THAN 4:1 HOW ZONES)
`av, -� �, THE CLOSE OUT INSPECTION REPORT MUST BE UPLOADED AS PART OF11C(1 GI NE•.•' \
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
COMPLETING THE NOTICE OF TERMINATION PROCESS.
9A '" 6. STOCKPILE AREAS THAT WILL EXCEED 10 N HEIGHT SHOULD BE GRADED WITH ( � �C0T7 B��O\\\
,ems 3:1 SLOPES AND SURROUNDED BY SILT FENCE - --- - - - - ii///f11111\\\V\
`$ 441.1 7.
ON THE EE PERMITOVED IES TEDOF SITEHE WHI EADING WORKAND IS IN EROSION
PROGRESSCONTROL PLANS SHALL BE _ • Uri"I8-23
8. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A l:1
' CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL 001-001-001-----,- --- -
VICINITY MAP FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED.THE CONTRACTOR Q
- SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL - ) non 301-301-001 001 001 001-� -001-001-001 001 001 001-301-__00l-001-001 001 OCl
DRAINAGE PATTERNS. / as �� --. �_192 -30•BUFFER _ r 1 REVISIONS
NOT TO SCALE 9. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO ` _ 62
THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE. -
-10.ALL SLOPES AM OR STEEPER THAT EXTEND TENYFEET OR MORE SHALL BE LINED i 0 - -ry. - - - - - -
WITH NORTH AMERICAN GREEN 575 TEMPORARY EROSION CONTROL BLANKET OR
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EQUAL SUBSTITUTE.
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18, -
_�_ .11.STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF THE BOX FOR ALL t03
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STRUCTURES UNLESS OTHERWISE NOTED. (/
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_ \ BUFFER NOTES_
__ _ \ 1. NO CLEARING OR GRADING IS ALLOWED IN THE BUFFERS AS SHOWN
, -- \ - ALONG VILLAGE DRIVE AND THE RAIL ROAD UNTIL REEASED BY ENGINEER.
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r ✓ s - 2. CONTRACTOR SHALL INSTALL ORANGE SAFETY FENCING ALONG BUFFER / \o
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'� �' LINE TO SERVE AS A PHYSICAL BARRIER.
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177 m
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O EBB-EXISTING REBAR ]TRANSFORMER 1 / \ MPORARY
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No EIR NOWSORO IRON FORMER OD BGHTHPORE \,
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ER I, v' / ) •` �� PROJECT NAME
R/W-RIGHT OF WAY FF•UTILITY POE ` / /
PVC-POLYVINYL CHLORIDE C GUY WIRE •
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RCP-REINFORCED CONCRETE PIPE Z E S ONS
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©SPRINKLER HEAD I YYY a m STORM DRAINAGE III^ r� \ - - -- GREEN
X ERH LINE DID
CATCH BASIN 1 \ I1 _WATER LINE El
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// OVERHEAD UTILITY ®DROP INLET I ,/ _ - i iTj
EE YARD INLET I
0 o GUARDRAIL C SANITARY SEWER MANHOLE I '/
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-u6;-wc-LIMITS OF CONSTRUCTION CLEANOUT '\ \ -- 1.-'ll O�,172=� - \ - - 1l2 - --- - -- ----- ------ 50'BUFFERI
-s-s-SILT FENCE LINE ! I r
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-+� s1-JUTE NETTING4/-wv-ow-DIVERSION BERM \ ---- \ \ �
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EROSION CONTROL NOTES - g� /� `�` ---- _ 17p \ \ EROSION
1. ALL INLET OUTLET PROTECTION BE CHECKED FOR MAINTENANCE AND \\\ -Iss- - p/� - - ---
FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE \� '�� - -- TAT- -� \ //y CONTROL
'� T I PLAN
SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY II \ \ 18,q \ \ v N �./ON 1 RO` P`/"0N
HAS BEEN APPROXIMATELY 50%FILLED.GRAVEL WILL BE CLEANED OR REPLACED Know what's below. __ _ _ - _ //
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE before
'- - '- _- 188 \\ \ \ \ <
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT OS' Call before you dig. (A'\ \ \_ \
DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO --' \ \ \ _ rT
MAINTAIN A PROPER BARRIER. -- 301 / �_
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES "ALL CONSTRUCTION TO BE IN ACCORDANCE �/ -� \ - '-- ��166 -- ss
INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL WITH ALL CITY OF FAYETTEVILLE STANDARDS '�' �, \
BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AND SPECIFICATIONS." 0, \ -9, "- ALL DIVERSION BERMS. _ \ \
AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. -- ARE TO BE SEEDED -- \ / \ \ r� ,Q' CLIENT
3. TEMPORARY&PERMANENT EROSION CONTROL MEASURES SHALL BE 105 WITHIN 7 DAYS \ \ -7.,
, /"CONSTRUCTED PER THE DETAILS HEREIN,OR SHALL BE CONSTRUCTED IN �jy - '� \ aOL - \ \ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL „/ r,,PLANNING AND DESIGN MANUAL. /'.0 r,, D\V/1- ` \ -DI \\ \ \ , VILLAGE GREEN
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR OFFICE A MINIMUM NOTIFICATION OF COMBINED SELF-MONITORING AND `\ +}. _-__ DIV2 pIV_ _OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. SELF-INSPECTION FORM: ! /rfNr -e)j�_` 7 -plv�/
910-433-3300 g / - DIV �\ DIV/3_ \ -__ __--�(.ON - REAL ESTATE&
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN N • \ \ DIV' --
PUBLIC AND PRIVATE PAVEMENT AREAS.REMOVAL SHALL BE ON A DAILY BASIS 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR \ 3 DIV - \ \ -� DIV
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WHEN TRACKING OCCURS. - V V DEVELOPMENT LLC.
LAND-DISTURBING ACTIVITIES INSPECT SURE PROJECT AFTER EACH \ 1 /Jgg
6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE(25)FEET FROM ANY PHASE OF THE PROJECT TO MAKE THAT THE APPROVED ! ), 11A �0/� \ - \ DIV�4 \ \ DIV�� -` _ / I
PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL IF REMAINING FOR MORE EROSION AND SEDIMENTATION CONTROL PLAN IS BEING % t1111, / B -- '- ` 'DIV J/ ��I\\`
THAN SEVEN DAYS,STABILIZE THE STOCKPILES BY VEGETATIVE COVER.TARPS, FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE \ - -" / / `-' A i OIV o
OR OTHER MEANS.CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT INSPECTIONS TOOK EFFECT OCTOBER 1,2010. `\\'z` . S �■ DIV \ \
BARRIERS AROUND THE PILES.TEMPORARY STOCKPILES LOCATED ON PAVED ,\ =' # /\! '' ",Y DIV T \ // 1945 FGrdham Drive
SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS "- / k DI �,_ ` \ / Fayetteville,North Carolina 28304
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LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. AND NPDES SELF-MONITORING REPORTS,DWQ AND DEMLR g '-- / ,
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE DEVELOPED A COMBINED FORM.THE SELF-INSPECTION \ #�'- ,`� - S / _ /0 Bs 'Ss \ i O, Phone:[phone]
UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.INSPECT PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING - Cr b ` \ �\ \^�\1Di, \ �� - / Fax: [phone]
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND PROGRAM OF THE NPDES STORMWATER PERMIT FOR \ 5
REPLACE DETERIORATED,DAMAGED,OR ROTTED EROSION CONTROL DEVICES CONSTRUCTION ACTIVITIES.THE FOCUS OF THE \ }`sn. , / \ �, '+' �/ \^/l,� �� „U
IMMEDIATELY. SELF-INSPECTION REPORT IS THE INSTALLATION AND I \S __ 0/
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL C' - _ _ -_
BEEN FINISH GRADED.AND ALL DENUDED AREAS IN WHICH GRADING OR SITE MEASURES ACCORDING TO THE APPROVED PLAN.THE , \' '-UC' _ - ;
�_ .. '' % .3 -. \ DIV l)6 O,
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF -_ _
BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST MM �J 3a `0' ''''''''''''''a'''
, / ' 4
EROSION DUE TO RAIN,WIND AND RUNNING WATER WITHIN 14 DAYS.USE THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND it ., 0%,_ ?/ -�v PROJECT INFORMATION
TEMPORARY SKIMMER BASIN 1&2 `ice,.
SEEDING AND MULCHING,EROSION CONTROL MATTING,AND/OR SODDING AND COVER IS ESTABLISHED.THE FORM CAN BE ACCESSED AT: L=160',W=60%D=3' �` " --_ 60 - `--' �,� `�> '> .I sot ut
STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES.USE HTTPS://WWW.DEO.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-AND- SIDE SLOPES-2.5:1 ( ~i` \"�' 55 / ���� wl,-S� \ \'�0 is �o
EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. LAND-RESOURCES/STORMWATER/STORMWATER-PROGRAM/NPDES- TOP OF BASIN: 166.00' ^"" " 15 •'1 \ •' � e DESIGNED BY: CHRIS
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE CONSTRUCTION-PROGRAM BOTTOM OF BASIN: 163.00'
PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT 15'EMERGENCY SPILLWAY: 165.00' �' 1"'-'- '�a FlLL SLOPES SHALL N.
* / ( DRAWN BY: CHRIS
O1 VEGETATION HAS BEEN ESTABLISHED,IT IS RECOMMENDED THAT NCDENR INVERT OF SKIMMER 16300' BE SEEDED WITHIN
p APPROVE THE ACTION PRIOR TO REMOVAL. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, MAX SLOPE-2:1 7 DAYS ++- / TEMPORARY SKIMMER BASIN 3 CHECKED BY: SCOTT
0 10.THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT(919) SIDE SLOPES OF BASIN ARE TO UNE SLOPES WITH NAG - *a\ t
RE%FRU')WITHIN SEWN DAYS. - --_ pC 1 L=70',W=35',D-3.5'
INITIATION OF CONSTRUCTION ACTIVITY. 791-4200. **ATTACH A 2.5"FAIRCLOTH SKIMMER(OR EQUAL P300 OR EQUAL I- */ SIDE SLOPES-2.5:1 PROJECT NUMBER: 1089
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11.THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE )
w OVER ALL OTHER CONSTRUCTION ACTIVITIES. WITH 2.0"ORIFICE FOR DEWATERING THEE - II TOP OF BASIN:165.00'
12.THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND SEDIMENT BASIN DURING CONSTRUCTION. - / \ BOTTOM OF BASIN: 161.50' 5
PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. \ i ' \ G---' POND TOP J / 8'EMERGENCY SPILLWAY: 164.00'
13.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR \ OF BANK "" / INVERT OF SKIMMER' 161 50' 1 DRAWING SCALE
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT L SIDE SLOPES OF BASIN ARE TO
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IN NO CASE LESS THAN ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE I1,.\-,
I 1 RE SFFDFn WITHIN SEVEN DAYS
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. \ \1 \ �/ I **ATTACH A 1.5"FAIRCLOTH SKIMMER(OR EQUAL) HORIZONTAL:1"=60'
14.PURSUANT TO G.S.113A-57(2),THE ANGLE FOR GRADED SLOPES AND FILLS ` a ' / WITH 1.2"ORIFICE FOR DEWATERING THE
E SHALL BE NO GREATER THAN HE ANGLE THAT CAN BE RETAINED BY a . \\ SEDIMENT BASIN DURING CONSTRUCTION.
/ LIMITS OF CONSTRUCTION `i ..
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR _ --- -
FT EXPOSED WILL,
N
OR
OR STRUCTURESSUFFICIENTTHTO RESTRA9 STRUCTURES.IN ANY EVENT,SLOPES ON OF IN EROSION.PERMANENT
PU SUANTT1N07G.S. 14 18.6 ACRES V ,. / DATE RELEASED
NG,BE PLANTED OR
y 113A CALENDAR57 3 DAYS PROVISIONSO FOR IPERMANENT GROUND COVER Y PHASE OF (SUFFICIENT TO RETAIN \
M OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES \ \ (
GRAPHIC SCALE
e EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 7 OR 14 \\ %( t ✓N 6 0 w 60 120 sao SEPTEMBER 18,2023
FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT. \ " I 11
g 15.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES `/
5 SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT /p <4 / SHEET NUMBER
® DURING THE COURSE OF CONSTRUCTION. / . \ 0�\/h ( IN FEET)
2 16.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND
2` MULCHED ACCORDING TO THE DETAILS HEREIN. 1 - 1 inch= 60 ft.
2 17.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS
DR.FRANKLIN CLARK.CONTACT 910-483-7666. .O
6 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED 1