NCC232452_Site Plan or Location Map_20230815

GROUND STABILIZATION CHART o m m m MATCH LINE SEE THIS SHEET - - O��4Dsite
4'C SITE AREA STABIIJ2ATION STABILIZATION TIME PFo • T ;
DESCRIPTOR TIME FRAME FRAME EXCEPTIONS 'N,' / I I I OI p
PERIMETER DIKES, e'9 ro \�solutions
2 SWALES,DITHCES 7 DAYS NONE ° I g 009 eNil ir Chicago engineering
Fa land yetteville,Nc eme
SR 2006 Q I.SITE AND SLOPES fin, / IT m ,.
(HIGH HOW)OZON S WATER 7 DAYS NONE II I O Pmw l9.D+xscm m1919-426-vn merlc96a
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IF SLOPES ARE 10'OR /
SLOPES STEEPER LESS IN LENGTH AND ARE /
W4p0 THAN 3:1 7 DAYS NOT STEEPER THAN 2:1, p,0 S 17F
14 DAYS ARE ALLOWED S
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Rao 7-DAYS FOR SLOPES Z/ • / I I \\\\\\IIIIIII///V�'
SLOPES 3:1 OR c
FLATTER 14 DAYS GREATER THAN
LENGTH0 FEET - / i I ``��\,\X�RQ�/��i
0 / igi B$6/ •.
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1 Q 2 i
ALL OTHER AREAS NONE \ IJ q s
WITH SLOPES FLATTER 14 DAYS (EXCEPT FOR \ / I rd •y�$EAR
THAN 4:1 PERIMETERS AND �i
HOW ZONES) /6/1
\\ A, / X ��yy1j 02 CJ']��,Fy`!A1\1'C_.r.IIIIL \\\ \ ,. / JIB '''/llO IIIIIB��\�\
MI, NORTH SELFNOTI-INSPECTION NSPECTON FORMCATION OF NED SELF-MONITORING AND ?
\ I nC-IOC LOG-LOG-LOG-LOCH LOC-}.00-LOC i\"'.'(7�'�.3
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN /SF SF-SF-SF V d
VICINITYMAP 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR �S 4S-AS-AS-AS-
LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH \\ / J /5: r / REVISIONS
NOT TO SCALE PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED \ ' / / / ` I Z
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING \ +wi
FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE \ / / . // ' I // / _ 0
INSPECTIONS TOOK EFFECT OCTOBER 1,2010. \ ➢_
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS h' / PROPOSED I m
LEGEND: AND NPDES SELF-MONITORING REPORTS,DWO AND DEMLR / \ I SEPTIC FIELD
Eiv DEVELOPED A COMBINED FORM.THE SELF-INSPECTION / STOCKPILE AREA/ / NO GRADING&LIMITED I m A
Qo EIP-EXISTING IRON PIPE �• / // 1 RESPREAD EXCESS CONSTRUCTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING F^
'1-CI ENL-EXISTING NAIL PROGRAM OF THE NPDES STORMWATER PERMIT FOR A TOPSOIL I TRAFFIC o
EPK CONSTRUCTION ACTIVI TES.THE FOCUS OF THE A.y /� / ,§ /
O EPK-EXISTING PK NAIL �,
EFtB SELF-INSPECTION REPORT IS THE INSTALLATION AND o I
O ERB-EXISTING REBAR MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL ,�s"�� - -/ ,// •1 I m
s-c.SRB-SET REBAR MEASURES ACCORDING TO THE APPROVED PLAN THE `W 5 r
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF 4 \ / \ ,m
c COMPUTED POINT c iy THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND 'f 40 + I "
N/F-NOW OR FORMERLY COVER IS ESTABLISHED.THE FORM CAN BE ACCESSED AT: // \ / AS /y / / I I F
R/W-RIGHT OF WAY HTTP://PORTAL.NCDENR,ORG/WEB/LR/EROSIONAS
PROPERTY LINE / / evdJ / 5 let
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, / / 152.74 SWALT#1 i `' -154.80-154.57 65 A
-HO- - -OLD PROPERTY UNE PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT(910) // 1 t
-ADJACENT PROPERTY LINE 433-3300. / \ _ \.L4 / °
/ 16 // \ -154 n i6b� V� 1
TIE LINE ~� m J
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SETBACKFLINEY / / / / I rh1is ®® 1ss.a, \t55.3' 0 tss CHE TEMPORARY
CK DAM lss aooStlll I / jI •
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so STORM DRAINAGE 1
e WATER LINE \\ ' i 155 59 1 5.80 (TYP) i I
// OVERHEAD UTILITY \ / j i ----- r i
155.05 TAMED\ 1 / e,X FENCE LINE \ / \�� •
PROP OB') 1 wt.r / ^
TREE LINE •
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55 MAJOR CONTOUR N ''q�p �/ / I i - s J5ny4 BUILDING _ I
54 MINOR CONTOUR \''7<?:>V,
�'� �� / / / <3. 1 j� (2, PROJECT NAME
x 55.45'SPOT ELEVATION \ / P / I$BENCHMARK \\ \\ / �Np �� qe _ / /,1 I S1���('�Sp�O / / / ns0 -\\ 15438 CL/ YI 2 / /��i 165.80' _ YI 1 S. #2 - '
®SIGN X`J G
P�MAILBOX \ \ _ �P�pJ" / GRATE 154.91 - GRATE. 154.91' PI I � AUTRYVILLE
. / E G INV 15185' ' IN v 152.97' 6 1
•UTILITY POLE \ /y O� r "�elesOeN _ _C.GUY WIRE \ 1 NY -�1_,� OP0;5PM / ' \ I LssVo• a / i55.65 g55.e0 155.8ot5565 t55.30 155.30\
p TELEPHONE PEDESTAL L �> �F'�`�a o t55-80 15�530 \ t55.65' DOLLAR
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74 WATER VALVE \ / / EPUx v 155.30 \,,, `I 1/ .✓ I } A
�y FIRE HYDRANT \\ \ p�\� / \ I �.� /15TW5•\x\j\155.65 I °m' 111'- NAG S75 EC MATTING
ill WATER METER \ T,2. _ / ' ' \ LIMITS OF I I 15394 154970 SD 155.53 ]5553' IMMEDIATELY EQUAL.COVER GENERAL
HARDWOOD TREE 'Pe / 23 AC)l� e✓i LSEP 7 �155.53 15TM 1� Tw Tw I L GRADING
CONSTRUCTION \/1 1J/ ON
®PI ASPHALT \\\ \ ,...7(-, ✓ / / �, ( '1 y 154�97 165 47/ \ 15EP 1/ 55155.47 155.47 15TW _/ /
/155.61-1 4. UP
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\ \ \ \ / / TEMPORARY
\ \ i I 154.83 t: L
GRADING NOTES \ \ \ \`1 ps, `-2 pe/ \ 1 I I '•y` \ \ ]64_83 INLET PROTECTION j1125/>154.67 1 / •I �Y ,
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE `\ \ 'q,.. // /�` ape TEMPO(TYP,� \15419 f HDPE STORM B \ 15416 I11 o
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL SILT FENCE
CONTRACTOR,ALL SPOT ELEVATIONS ARE TO THE FINISHED
GRADE OF THE CURB,UNLESS OTHERWISE NOTED 3T it'..--- I 9 77j406- o \ 15407-�J /� 5163 ,f.'I I GRADING AND
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL 'O 4 - / p
LONGITUDINAL SLOPE NO STEEPER THAN 59 \ LO •' a I J53.85 \\ \` t54 15:85 Y / I I
STEEPER THAN 2%AND -
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL \ / 0 X. U 15e00 EROSION
i I
HAVE A CROSS SLOPE
J4 -\ -,�
PLALANN.APPROVEDHE CON DISTURBING
TRACTOR OS AND
SHALL SEDIMENTATION
CT ANND MAINTAIN AILL TH `\ VOG 00��...�/\ \ O rn ;3J6 r 153 n . �� ' rl„III III I I CONTROL PLAN
EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS ,,. 00 \1-UC _ Y - •
LEAVING THE SITE ON NEIGHBORING ROADS. 1T 003 7�007 • ---�-t00-LOG-�LO a -SF 152 SF-SF-SF-SF-$F �,. 9
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE �� N \ �1 -_ - 4
PLACED SHALL BE CLEARED OF WEEDS,DEBRIS,TOPSOIL, \ '`\ JOT\ . qI e ---- fI// INV: 148.90 „Q a �eS �001�, 0°
5. PROTECTIVE MEASURES SHALLBE PLACED UNTIL O BE TAKEN N OF THE EXISTING
THE GROUND T1 \ tiL 9..... JOl-JOl T`q�Ol IF OOl ,1 L '11 - _�_ - - - �Py% _ •
HAS BEEN COMPLETED 3 - -
AND ALL OTHER DELETERIOUS MATERIALS: NO FILL SHALL I o N /
2,
•
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT \ - \� ctI�� p - 11s �n Fr/4F'1= CLIENT
PROPERTY,THE PUBLIC AND UTILITIES DURING GRADING \ \ - O E\ s / i " / / /
OPERATIONS.THE CONTRACTOR ASSUMES ALL LIABILITY FOR T ' , f ,�3 -_ - % �� 7
THE UNDERGROUND UTILITY PIPES,CONDUITS,OR 1 TEMPORARY -- 1,. �y ��� -- 4., _ _ .- GI, - RHE
TSON
WHETHER SHOWN OR NOT ON THE PLAN < \\ CONSTRUCTION � .t.11j.V�.elf ` _ 15 - _ _ s / _-_ " I 39 LIENT ON
f �.
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY \ y y' ENTRANCE fit" /.:\s'.----
p _ sue- _ _ _ .mac U -THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE Dn - yV"� �l e+a / - - qAND BELOW GROUND,SHOWN OR NOT SHOWN ON THESE 1\ ---_ y/ / Ai � � \ _� 55- _ - -- LO OMPANIES INC.
F PLANS.THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE ----__ / _ 'W3 i 3 CTO ANY UTILITIES OR STRUCTURES CAUSED BY HIS \ -�� � �`.�V3gi..�l`j:;w �`P00 / ® _ �p tOPERATION.7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH \ SR 2006 ^�'DURING AND AFTER GRADING BY THE CONTRACTOR TO \ (E wILLIAM$STREET) / yam / , I 'J,I :DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST.IF IT VARIABLE WIDTH PUBLIC RIS DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM /W /
/TUE ENGINEER OF RECORD SHOULD BE NOTIFIED. \ -O �I /.'� I
8. STOCKPILE AREAS THAT WILL EXCEED 10'IN HEIGHT SHOULD 1 ----�
EROSION CONTROL NOTES ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN 2075 Juniper Lake Road
BE GRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT 'HL' / I'� ..:I 17
FENCE. WIND AND RUNNING WATER WITHIN 14 DAYS.USE SEEDING AND West End,North Carolina 27376
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL \ ?3 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MULCHING,EROSION CONTROL MATTING,AND/OR SODDING AND
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN \ rn 4. MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE QI o Phone:[phone]
PROGRESS. 1 a SEDIMENT WILL BE REMOVED FROM INLET PROTECTION DEVICES MEASURES.USE EARLY APPLICATION OF GRAVEL BASE ON AREAS i
10.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE -o CT WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% TO BE PAVED.
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN 0 FILLED.GRAVEL WILL BE CLEANED OR REPLACED WHEN THE 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES IT
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO \ G t SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL AFTER THE PROTECTED AREA HAS UNDERGONE FINAL •
HANDLE THE STORM WATER ARE CONSTRUCTED.THE \ O 0 BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT STABILIZATION AND PERMANENT VEGETATION HAS BEEN
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE \ T.,'O ___ BECOMES ABOUT 0.5'DEEP AT THE FENCE.THE SEDIMENT FENCE ESTABLISHED,IT IS RECOMMENDED THAT NCDEQ APPROVE THE PROJECT INFORMATION
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. `z --� WILL BE REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER. ACTION PRIOR TO REMOVAL.
•
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN \ \ 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT 10.THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED - IT
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR \ FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION ACTIVITY.
TO IMPLEMENTATION OF THE CHANGE. 1 -�11.THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE I r DESIGNED BY: SCOTT
DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY
12.ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR \• \ EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES, , 8 n
N CONSTRUCTION SEQUENCE DRAWN BY: SCOTT
m MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 EARLIEST POSSIBLE POINT DURING CONSTRUCTION. 12.THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS
TEMPORARY EROSION CONTROL BLANKET OR EQUAL 3. TEMPORARY&PERMANENT EROSION CONTROL MEASURES SHALL AND PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK
,1 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND ,
SUBSTITUTE. BE CONSTRUCTED PER THE DETAILS HEREIN,OR SHALL BE ON THIS PROJECT. CHECKED BY: CHRIS
HOLD PRE CONSTRUCTION CONFERENCE. 13.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE -
2. INSTALL STONE CONSTRUCTION ENTRANCE AND TEMPORARY \ CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINAESIGN CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY - - PROJECT NUMBER: 1978
SILT FENCE WHERE SPECIFIED. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. o
3. CLEAR AND GRUB THE SITE AS NEEDED. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE_ -�-
m 4. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY LAND EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY -�-
DISTURBING ACTVI TES.910-433-3300 TO MAINTAIN ALL PRACTICES AS DESIGNED.
m• TO AREAS TO REMAIN GRASSED. \-
I 5. INSTALL TEMPORARY CHECK DAM AS SHOWN. 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE 14.PURSUANT TO G.S.113A-57(2),THE ANGLE FOR GRADED SLOPES I DRAWING SCALE
6. INSTALL UTILITIES. DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN -�-- B
.,
7. PERFORM FINE GRADING. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS. BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE ', o
o EROSION CONTROL DEVICES OR STRUCTURES.IN ANY EVENT, - }
8. INSTALL AND PREPARE BASE COURSE. 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY(50)FEET FROM } L HORIZONTAL:1"=30'
I
O 9. PAVE ROADWAYS AND PARKING LOTS. ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL.IF SLOPES LEFT EXPOSED WILL,WITHIN 7 OR 14 CALENDAR DAYS OF
°' 10.FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED REMAINING FOR MORE THAN SEVEN DAYS,STABILIZE THE COMPLETION OF ANY PHASE OF GRADING,BE PLANTED OR MATCH LINE - SEE THIS SHEET
0 AREAS. STOCKPILES BY VEGETATIVE COVER,TARPS,OR OTHER MEANS. OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
11.UPON SITE STABILIZATION,SEEK NCDEQ APPROVAL TO CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT COVER,DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN
REMOVE ALL TEMPORARY MEASURES, BARRIERS AROUND THE PILES.TEMPORARY STOCKPILES LOCATED EROSION.PURSUANT TO G.S.113A-57(3),PROVISIONS FOR DATE RELEASED
AIFF1111 12.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED ON PAVED SURFACES MUST BE NO LESS THAN FIVE FEET FROM PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 GRAPHIC SCALE
g ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. MORE THAN 24 HOURS. WORKING DAYS OR 90 CALENDAR DAYS(WHICHEVER IS SHORTER) tie JULY 18,2023
L� 13.TERMINATION OF COVERAGE UNDER THE NPDES GENERAL 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT.
Know what's below. STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS 15.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION h - Ell II
8 BE REQUESTED BY THE PERMITTEE HA A NOTICE OF BEEN STABILIZED.INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES
Call before you dig. TERMINATION(NOT). THE NOT IS CONTROL DEVICES ON A DAILY BASIS AND REPLACE REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF
S' AVAILABLEAT:HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION. DETERIORATED,DAMAGED,OR ROTTED EROSION CONTROL DEUCES CONSTRUCTION. SHEET NUMBER
PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT IMMEDIATELY. 16.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS ( IN FEET)
Fi MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS NECESSARY,AND MULCHED ACCORDING TO THE DETAILS HEREIN. 1 inch= 30 ft.
`U OF TERMINATION PROCESS. WHICH HAVE BEEN FINISH GRADED,AND ALL DENUDED AREAS IN 17.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ///.���
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WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARISE ON SITE IS MATT WILLIAMS.CONTACT 910-944-0881. ^.O
s 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