NCC233323_Site Plan or Location Map_20231107

\
,p CONSTRUCTION SEQUENCE . . 4Dsit v
J4OS Qo`' 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND /. solutions
solutions
4, HOLD PRE CONSTRUCTION CONFERENCE.
Cy, 2. INSTALL STONE CONSTRUCTION ENTRANCE AND TEMPORARY Civil engineering lland 9UIV2YIng
SILT FENCE WHERE SPECIFIED. ChN IWOWW-Me M.Fayetteville,NC 98306
Sr 3. CLEAR AND GRUB THE SITE AS NEEDED. NOTIFICATION OF COMBINED SELF-MONITORING AND a61u19N+2F6m fa1910-626-69n(tense number IC(2M6
4 4. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING SELF-INSPECTION FORM: rerAD4lewlWon4wm
. = SITE TO AREAS TO REMAIN GRASSED.
¢O43 5. INSTALL TEMPORARY CHECK DAMS AND EC MATTING AS THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
cT SHOWN ON THE PLANS. 2006 TO REQUIRE TROT PERSONS RESPONSIBLE FOR
``• 6. INSTALL UTILITIES LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
7. INSTALL TEMPORARY INLET PROTECTION. PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
.' 9. PERFORM FINE GRADING. EROSION AND ED.RULES
CONTROL PLAN ISIBEING
BLS 4?2 190.PAVE LL AND ROADWAYSE ANDS PARKINGCOLOTS. / , NSPECTORS TOOK DETAILINGEF ECT OCTOBER THE 1UMZON TOATION OF THESE '��� RO<�''
'• 11.FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED � __
<. AREAS. ry 625,9a1.23 / TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS 1
<J] 12.UPON SITE STABILIZATION,SEEK NCDEQ APPROVAL TO E t,951J 1].69 AND NPDES SELF-MONITORING REPORTS,-IN AND DEMLR •4 <
ST REMOVE ALL TEMPORARY MEASURES. 'nC GRID ry DEVELOPED A COMBINED FORM.THE SELF-INSPECTION SEA Ao a3
(20n) �(t, Fl
5 &Po 13.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED ;0.
PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING 02
yS 9(,4 AS OUTLINED IN THE DETAILS WITHIN IiE PLANS AND ,i- PROGRAM OF THE NPDES STORM WATER PERMIT FOR `
4 o L ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. / CONSTRUCTION ACTIVITIES.ICE FOCUS OF THE
��' o AM` 14.EROSION AND SEDIMENT CONTROL(E&SC)PERMIT AND A / SELF-INSPECTION REPORT IS THE INSTALLATION AND �� GINE•••' \�
3 z CERTIFICATE OF COVERAGE(COC)MUST BE OBTAINED t- MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL �OTT 6 V\\\\
3. BEFORE ANY LAND DISTURBING ACTIVITIES(INCLUDING / MEASURES ACCORDING TO THE APPROVED PLAN.THE /////ftttn\\\\\
NOFITH MBERING AND DEMOLITION)OCCUR. THE COC CAN BE NSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
I OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND '()'zG-z3
< \ \�� COVER IS ESTABLISHED.THE FORM CAN BE ACCESSED AT:
INTENT(E-N01)FORM AT DEQ.NC.GOV/NCG01. PLEASE OCJ SWALE#2HTTPS://WWW.DEQ NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-AND-
VICINITYMAP NOTE,THE E-N01 FORM MAY ONLY BE FILLED OUT ONCE 2'BOTTOM WIDTH LAND-RESOURCES/STORMWATER/STORMWATER-PROGRAM/NPDES-
THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC ( 2:1 SIDESLOPES F CONSTRUCTION-PROGRAMREVISIONSPERMIT,THE CDC,AND A HARD COPY OF THE PLAN MUST / O(`NOT TO SCALE BE KEPT ON SITE,PREFERABLY IN A PERMITS BOX,AND / \\ \ DA ENPORT/AND SONS INC
ACCESSIBLE DURING INSPECTION. ` (�� PIN#9552153939 IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
15.STOCKPILES,LAYDOWN OR WASTE AREAS,CONCRETE - \-'c. DB 45,PG 290 ( )
WASHOUTS,PORTABLE TOILETS,AND FUELS MUST BE / PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT 919LOCATED AT LEAST 50 FEET AWAY FROM ANY OPEN WATER 7IN P ( TEMPORARY 791-4200.
LEGEND: CONVEYANCES,SUCH AS BASINS,DITCHES,STORM DRAIN / / \• CHECK DAM
INLETS,ETC THE LOCATION OF THESE ACTIVITIES MAY BE / J "�S
EC A NCGS-NORTH CAROLINA GEODETIC MONUMENT FIELD ADJUSTED IF THE DISTANCE REQUIREMENTS ARE MET.' 0> -Y (TYP) I_..
uJc ECM-EXISTING CONCRETE MONUMENT (G5113A 57(3) 15A NCAC VAR 0105,15A NCAC 04B / / \\ 3s7 4,.....---'
<OO DET 10,C-6.1
Ela 0 E R-EXISTING IRON ROD .0106(5),G5113A 57(4),NCGO1 SECTION F) / 007 %S ` �� "COLLAR&EXTEND tE 30(L
16.TERMINATION OF COVERAGE UNDER THE NPDES GENERAL % 34 31 LF OF 24 RCP _ T"[PXO EPK-EXISTING PK NAIL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST / / \ \CO. • C'\ O
pO SRB-SET REBAR BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF '�17 NAG S75 0 'P
/ INV: 4.25' -
o COMPUTED POINT TERMINATION(NOT). THE NOT IS \ \A EC MATTING
AVAILABLEAT:HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION. / \ // OO ao,w _OR EQUAL
N -NOW OR FORMERLY / \ ) -
R/W-RIGHT OF WAY MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE './/' \ o 5 C 6 2
PL
ASE
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AT THE
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-0vi- - -OPROPERTY LINE LDACENTERTY LINE
LINE OFETERM NOAIONHPROOESS.LOSE OUT INSPECTION REPORT / / G l` J v� / / \Qoo \•\SE\ /----RIGHT OF WAY / Q �` \ / / \ F \SETBACK LINE '' Nr� co.os/ ` _-� \ „SSA 1 /
-. STORM DRAINAGE / j , /�...�r / ` o \9S9� • F 0/ J//
N ° / / ( �( �� V J410 95 - - \ `q% O \ \ \- //
-166 MINOR CONTOUR 47 ' / / ' _ /y/ 411 60 Sk \ \
x ios. SPOT ELEVATION / -" ( d00'y' / _ \>sa\ \ (00\ ��
$BENCHMARK / ,
�SF OC L0 SF \ Aii41091 411 _c 41.\ \`\ _ ` \ _ /
®S1GN // - oQ\ N/F PROJECT NAME
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PP•UTILITY POLE 8 /�, 4 a \TW/EP --. °jo \ '-'2 N/F)5a.69 GENERALLPARTNERSHP
C•GUY WIRE LIMITS OF CONSTRUCTION ry ^TEMPORARY / E 62
/ / 411. a \� \ / SILT 7,CTI
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7 PIN 951,#9552159374
ASPHALT R'."y / 7.8 AC / N0/ EP 4149 0_ 411.6 4'rll DET 7,C 6.1 Elc NC GR2�rv;o 83 DB 957,PG 844
o� SANFORD S
-1m wc-LIMITS OF CONSTRUCTION CI-E3 0`" "' �� I
(DET 7,C-61) SREA�° / �/ / 6 �/ � v HORNER BLVD
JUTE NETTING INV OUT 394.97
- v- v-DIVERSION BERM \_ - Q� / y4 41210 4-p1/� /� \v-GRAVEL DIVERSION BERM \ -y-R ../ //,z, / _-INLET PROTECTION(DET 4,C-6.2) `OO ./ / PROPOSED 411'95 ♦ /• / I/ \o Q v / / v DOLLAR
BUILDING 411 44EL °NT ,,}] < o" `� '(uo'r767 '° / j aos]1( \CHECK DAM WITH WEIR(DET 10,C-6.1) S2B / 10,640 SF b\ '�P \( OTE WASH/ FEE: 412.1D • 4105C / N/F \ GENERAL
.� OC / / / / OUT AREA • 1 SANDHILLS STORAGES \
DET 1,C-6.2 `T \
l
SSMH 1 / ! GENERAL PARTNERSHIP
# © cP o PIN#9552159374
RIM 403.65 - /
INV IN(4°)394.38 ) i / DB 951,PG 844
\ INV IN(UNK)394.00 / 40964 / 411.89 -
INV OUT(UNK)393.82 § 411.39 TW I cxa 6, --
•
P 412 10 Q \
/ So / /, SWALE 1
GROUND STABILIZATION CHART N.
N. ��� - �\ • `ao9.37 \J RGL / LINE WITH NAG 575
SITE AREA STABILIZATION STABWZATION TIME , CI404 yF • ` / 411.95 411.45 0
\ 4 EC MATTING OR EQUAL,
DESCRIPTION TIME FRAME FRAME EXCEPTIONS �J TOP 404.96 \ / 411.]•i •11 7• 41210 / DET 3,C-6.1 AND
INV IN 399.56 \ TIN �� GRADING
PERIMETER DIKES, \O \ /TW .11 94. GRADING NOTES
SWALES,DITCCES 7 DAYS NONE N. INV OUT 39946 •
,rF ,� �� . m \
\ 409.5a ,� Tw . 4,2.,0 EROSION
' �+ 0� \ 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
AND SLOPES Oyu �N EPx 411.95 BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
HIGH QUALITY WATER \ /\\ Oj y. �.1 /' .
7 DAYS NONE 1�. 412.10 `p `V \ CONTRACTOR ALL SPOT ELEVATIONS ARE TO THE FINISHED
(HQW)ZONES A •�.. 410.92 / EP e /3 GRADE OF THE CURB,UNLESS OTHERWISE NOTEDIF SLOPES ARE 10'OR \\ \J07 �\ � � von" '/ ,` .t 41EP9 - 41447p . O 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL CONTROL PLAN
SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE 40 ���> � 411 00 411.11 V , , 411 89 ',�o \ HAVE A CROSS SLOPE NO STEEPER THAN 2%AND
THAN 3:1 NOT STEEPER THAN 2:1, \7 _ o� ` .11.• 411 ' �ry LONGITUDINAL SLOPE NO STEEPER THAN 5%.
14 DAYS ARE ALLOWED \ \ Opp �'�.�.��'� A 411.16 ` �TW)(# EP 411.79 1B cq 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
7-DAYS FOR SLOPES ` �,, / `� 1 0 TW 411]0 LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH
SLOPES 3:1 OR N. N32°10'01"E 11.08' l �4k+ 411.4 a1 EP9 THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
14 DAYS GREATER THAN 50 FEET - - _ - 4t t.tt all
FLATTER IN LENGTH \ �' J 411 05_ \ ^ THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION
TEMPORARY CONSTRUCTION . 1 O / \ \` 4' -- 11 CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE
NONE ENTRANCE 411.68 41160> ON NEIGHBORING ROADS.
ALL OTHER AREAS \ 1 �j/•
(EXCEPT FOR DET 4,C-6.1 TEMPORARY INLET 411 I1 TW 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED
W1TH SLOPES FLATTER 14 DAYS PERIMETERS AND 3 ��1/4 EP CLIENT
THAN 4:1 \ PROTECTION / SHALL BE CLEARED OF WEEDS,DEBRIS,TOPSOIL,AND ALL
HOW ZONES) \ Soo
DET 4,C-6.2 J�// 01�`` 410.95 UNTIL PREPARATION OF TH DELETERIOUS REALS, NO EXISINGFILL SHALL BE GROUND HAS BEEN PLACED
3'°GORN �' Jp� �� / 4 1• 5. PROCOMTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTORAND THE
LETED RHETSON
\ NT PROPERTY,THE
\ / B</O"34 t, N. '` /4. `�".1URN• N/F PUBLIC AND UTILITIES NER TO PDURING GRADINGROTECT OPERATIONS.THE
\ �� 411.10 /e SANDRA KAY DOUGLAS CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND COMPANIES, INC.
......N....„
�y® .� F PIN#9552154503 UTILITY PIPES,CONDUITS,OR STRUCTURES.WHETHER SHOWN OR
/ //U DB 1011,PG 2 NOT ON THE PLAN
NSA. ♦ /.., ' 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
N. °9 %/ „ 411./ THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND
\ a `69� CI-2.�/ `> BELOW GROUND,SHOWN OR NOT SHOWN ON THESE PLANS.
/99 az THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY
'00``�� UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION.
EROSION CONTROL NOTES TO BE PAVED. �> 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES \\ DURING AND AFTER GRADING BY THE CONTRACTOR TO 2075 Juniper Lake Road
1. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AFTER THE PROTECTED AREA HAS UNDERGONE FINAL N. DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST.IF IT IS West End,North Carolina 27376
WHEN IT BECOMES ABOUT 0.5'DEEP AT THE FENCE.THE STABILIZATION AND PERMANENT VEGETATION HAS BEEN DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE
SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A ESTABLISHED,IT IS RECOMMENDED THAT NCDEQ APPROVE THE .....\,,....„
ENGINEER OF RECORD SHOULD BE NOTIFIED. Phone:[phone]
PROPER BARRIER. ACTION PRIOR TO REMOVAL. EIP \ 8. STOCKPILE AREAS THAT WILL EXCEED 10'IN HEIGHT SHOULD BE
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT 10.THE CONSTRUCTION ENTRANCE SHALL BE INSTALLEDGRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE.
FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION ACTIVITY. \ '`2\ \l1 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY 11.THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE \ _q,a ----cP S32'10'01"W 10.37' PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN
EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES. - PROGRESS.
EARLIEST POSSIBLE POINT DURING CONSTRUCTION. 12.THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS \ \ 10.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL PROJECT INFORMATION
3. TEMPORARY&PERMANENT EROSION CONTROL MEASURES SHALL AND PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK 0,..,
REMAIN IN A CONDITION SUCH THAT THEY CAN TRANSPORT THE
173 BE CONSTRUCTED PER THE DETAILS HEREIN,OR SHALL BE ON THIS PROJECT. \ , NATURAL DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM
CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA 13.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE \ \ WATER ARE CONSTRUCTED.THE CONTRACTOR SHALL BE
R EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY CI-E, ® RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DESIGNED BY: SCOTT
• 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE \\� TOP 41434 - DRAINAGE PATTERNS.
A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY LAND EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY N.
INV OUT 408.84 11.ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD DRAWN BY: SCOTT
DISTURBING ACTIVITIES.919-791-4200 TO MAINTAIN ALL PRACTICES AS DESIGNED. \ \ BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO
ri 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE 14.PURSUANT TO G.S.113A-57(2),THE ANGLE FOR GRADED SLOPES o \ \ \ IMPLEMENTATION OF THE CHANGE. CHECKED BY: CHRIS
DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN _` 12.ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE
CCURS.
6. LOCATE SOIL REMOVAL ASTOCKPILES NOLL BE ON A AI LESS LY ATHAN FIFTY(SO)FEETSIS WHEN TRACKING D FROM EROSIONUATE
BE I CONTROL DEVICES OR NED BY VEGETATIVE OSTRUCTURES.IN ANYVER OR OTHER Q EVENT, ` \wOY4p TEMPORARYSHALL BE I EROSIONNED CONTROL NORTH A BLANKET OR EQUAL SUBSTITUTE. PROJECT NUMBER: 1995
u ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL.IF SLOPES LEFT EXPOSED WILL,WITHIN 7 OR 14 CALENDAR DAYS OF \ ON
S REMAINING FOR MORE THAN SEVEN DAYS,STABILIZE THE COMPLETION OF ANY PHASE OF GRADING,BE PLANTED OR \\
STOCKPILES BY VEGETATIVE COVER,TARPS,OR OTHER MEANS. OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND \ F} DRAWING SCALE
8: CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT COVER,DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN Know what's below.
3 you BARRIERS AROUND THE PILES.TEMPORARY STOCKPILES LOCATED EROSION.PURSUANT TO G.S.113A-57(3),PROVISIONS FOR Call before dl/n1.
ON PAVED SURFACES MUST BE NO LESS THAN FIVE FEET FROM PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION Y D HORIZONTAL:1°=30'
g THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 \
MORE THAN 24 HOURS. WORKING DAYS OR 90 CALENDAR DAYS(WHICHEVER IS SHORTER) \
• 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT. \
3 DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS 15.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
BEEN STABILIZED.INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES DATE RELEASED
2, CONTROL DEVICES ON A DETERIORATED,DAMAGED DAILY
OR ROTTED EROSION CONTROL DEVICES CONSTRUCTION.BASISREPLACE
REQUIRED
CTIONCONTROL THE SEDIMENT DURING THE COURSE OF
TER GRAPHIC SCALE
£ IMMEDIATELY. 16.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS 120 OCTOBER 26,2023
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS NECESSARY,AND MULCHED ACCORDING TO THE DETAILS HEREIN.
h WHICH HAVE BEEN FINISH GRADED,AND ALL DENUDED AREAS IN 17.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARISE ON SITE IS JOHN PARKER.CONTACT 910-944-0881. h = Ill 11
E ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN,
` WIND AND RUNNING WATER WITHIN 14 DAYS.USE SEEDING AND ( IN FEET) SHEET NUMBER
oq MULCHING,EROSION CONTROL MATTING,AND/OR SODDING AND
It STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE 1 inch= 30 ft.
• MEASURES.USE EARLY APPLICATION OF GRAVEL BASE ON AREAS
o
s C-3.0
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