NCC232466_Site Plan or Location Map_20230816

SR 1406 '- -
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FISH1 p0" _ �O`� C1
RpOK60'R/W(Pueuc) -� /_-y • �� V 1 e
♦ ♦� NOTIFICATION OF COMBINED SELF-MONITORING AND solutions
• \:;-.-- 1,1,
NAIL 3e .♦�• `m• SELF-INSPECTION FORM: `•,��\��
�- INCE V7s>g ', THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN \/
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR civil en9ineeringllend surveying
GRADING NOTES EROSION CONTROL NOTES CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY . Rio NAD 63 � 400 mirage woe suns M.Fayetteville,NC 28306
/ AGAINST EROSION DUE TO RAIN,WIND AND RUNNING WATER ' GRID
0 = ,I, LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH rimuus0-42F6m h4I910-426-ssn rcrserumer IC.2844
1 ry vD 88 G PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED ,.r.,,4DWWuuw.wm
1. ALL DRAINAGE OUTSIDE OF THE NCDOT RIGHT-OF-WAY 1, ALL INLET OUTLET PROTECTION WILL BE CHECKED FOR WITHIN 14 DAYS.USE SEEDING AND MULCHING,EROSION EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
SHALL BE MAINTAINED BY THE DEVELOPMENT HOA. MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. CONTROL MATTING,AND/OR SODDING AND STAKING IN \.
•♦ FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE
2. DI 17&DI 11 ARE IN THE BOTTOM OF A SWALE AND SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP GREEN SPACE AREAS AND OTHERWISE APPROPRIATE I ` w INSPECTIONS TOOK EFFECT OCTOBER 1,2010,
SHALL BE 2GI'S WITH NARROW SLOT GRATES.SEE SHT. AND INLET PROTECTION DEVICES WHEN THE STORAGE MEASURES.USE EARLY APPLICATION OF GRAVEL BASE ON 1 •
C-6.8 FOR NCDOT STANDARD DRAWINGS 840.19&840.24 CAPACITY HAS BEEN APPROXIMATELY 50%FILLED.GRAVEL AREAS TO BE PAVED. 1 \ ••_ TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS
3. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL 9, DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL ♦ AND NPDES SELF-MONITORING REPORTS DWOAND DEMLR
11111 ACTO ANDMUST VERIFIED BY THEGENERAL NOLONGER DRAINSPROPERLY. IM NT VI AFTER THEIPROTECTEDNR T E1 1 BENCHMARK US BE E ED GE E L LO GE SEDIMENT WILL BE DEVICES TE E HAS I \ DEVELOPED A COMBINED FORM.THE SELF-INSPECTION 1\I\\ //////
GRADEAOFOTHELL SPOT ELEVATIONS OTS ARE TO THE FINISHED BECOMES FROM BEHIND.5' THE SEDIMENT FENCE WHENE IT FINALEENSTA STABILIZATION AND PERMANENT VEGETATION HAS 4 PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING �{CAR()
GRADE OF THE CURB,UNLESS OTHERWISE NOTED. BECOMES ABOUT 0.5'DEEP AT THE FENCE.THE SEDIMENT BEEN ESTABLISHED,IT IS RECOMMENDED THAT NCDEQ 1 ( PROGRAM OF THE NPDES STORM WATER PERMIT FOR `�`�f•�SS/��',•-••/ am
4. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A APPROVE THE ACTION PRIOR TO REMOVAL. CONSTRUCTION ACTIVITIES.THE FOCUS OF THE C 2P Q4-.
F\SH ROAp-$R 1406 LONGITUDINALSHALL HAVE A CROSS SLOPE NOL�TEEPER THAN PE NO E�%THAN 2%AND 2. TEMPORARYOPER BARRIER.
EROSION CONTROL FACILITIES AND/OR 10 CONCURRENRY CONSTRUCTION
WITHENTRANCES
INITIATION OF CONSTRUCTION I 1 ----'\ MAINTENANCESELF-INSPECTION
OF EROSION ISIANDTHE
SEDMENINSTALLATION
TATION CONTROL - 4 SEA rq
ROGK60,R/W(PUBLI) 5. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF ACTIVITY. ! I MEASURES ACCORDING TO THE APPROVED PLAN.THE Cie02 C
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL 1 " INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
- /7 WITH THE APPROVED EROSION AND SEDIMENTATION BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION 1 I n THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND
�L 203.34 ��_-1 CONTROL PLAN.THE CONTRACTOR SHALL INSPECT AND OR AT THE EARLIEST POSSIBLE POINT DURING ACTIVITIES. A 1 COVER IS ESTABLISHED.THE FORM CAN BE ACCESSED AT: %� NE.,,,
LOCH LOC / EPM -_ �r� MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY CONSTRUCTION. 12.THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION //jSCO e(k �
203.52 -7� DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. 3. TEMPORARY&PERMANENT EROSION CONTROL MEASURES ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES ^0 O ///////11��III\\\1
TEMPORARY =205.15 - R34 �� 6. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE SHALL BE CONSTRUCTED PER THE DETAILS HEREIN,OR PERFORMING WORK ON THIS PROJECT. 1 O 1 IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, c
CONSTRUCTION 204 a7'^: /", I PLACED SHALL BE CLEARED OF WEEDS,DEBRIS,TOPSOIL, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH 13.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 1 ��-0 PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT(910) U'•2S zz
ENTRANCE _ '0 P' STOP SIGN AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY t ( .,, 433-3300.
_ �- 3/4' BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND DESIGN MANUAL. RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN
Ew - 2D3.]]= HAS BEEN COMPLETED ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE
r�`� I 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
43.781V. \ ;7 J.. I 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. I `K0�.
I CONTRACTOR AND THE OWNER TO PROTECT ADJACENT LAND DISTURBING ACTIVITIES.910-433-3300 14.PURSUANT TO G.S.113A-57(2),THE ANGLE FOR GRADED 1 CONSTRUCTION SEQUENCE REVISIONS
PROPERTY,THE PUBLIC AND UTILITIES DURING GRADING 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR SLOPES AND FILLS SHALL BE NO GREATER THAN THE '
OPERATIONS.THE CONTRACTOR ASSUMES ALL LIABILITY FOR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR %� 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
1 I I THE UNDERGROUND UTILITY PIPES,CONDUITS,OR PAVEMENT AREAS.REMOVAL SHALL BE ON A DAILY BASIS OTHER ADEQUATE EROSION CONTROL DEVICES OR ( : HOLD PRE CONSTRUCTION CONFERENCE.
STRUCTURES,WHETHER SHOWN OR NOT ON THE PLAN WHEN TRACKING OCCURS. STRUCTURES.IN ANY EVENT,SLOPES LEFT EXPOSED WILL, I / / 2. INSTALL STONE CONSTRUCTION ENTRANCE, AND DIVERSION
I 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY(50)FEET WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY 1 / BERMS WHERE SPECIFIED.
\ THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE PHASE OF GRADING,BE PLANTED OR OTHERWISE PROVIDED I t� 3. CONSTRUCT TEMPORARY SKIMMER BASIN.
__ AND BELOW GROUND,SHOWN OR NOT SHOWN ON THESE CHANNEL.IF REMAINING FOR MORE THAN SEVEN DAYS, WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES I 4. CLEAR AND GRUB THE SITE AS NEEDED.
PLANS.THEY WALL BE HELD RESPONSIBLE FOR ALL DAMAGE OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
I j\7'1 \ STABILIZE MC STOCKPILES BY VEGETATIVE COVER,TARPS, I I 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
'� / TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OR OTHER MEANS.CONTROL EROSION FROM ALL PURSUANT TO G.S.113A-57(3),PROVISIONS FOR 1 .,.;1 TO AREAS TO REMAIN GRASSED.
N/F OPERATION. STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
6. INSTALL EROSION CONTROL MATTING IMMEDIATELY UPON
AMY J.KULAC&HUSBAND, 9. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN I CONSTRUCTION OF DITCHES.
OZCAN KULAC I DURING AND AFTER GRADING BY THE CONTRACTOR TO MUST BE NO LESS THAN FIVE FEET FROM THE 90 CALENDAR DAYS FOLLOWING COMPLETION OF Y 7. INSTALL TEMPORARY CHECK DAMS IN DITCHES AS SHOWN.
1 l DB 1123,PG 825 DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST.IF IT DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT CONSTRUCTION OR DEVELOPMENT, 1 1 `C.-- 8. INSTALL INLET PROTECTION ON THE NEW STORM CROSS
b IS DETERMINED THAT THERE IS A SLOPE STABILITY MORE THAN 24 HOURS. 15.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION ) PIPES.
N/F \ PB 4069,PG 3 I PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHOWN AND ANY ADDITIONAL .5o CauBERI
0? BARREL 9. PERFORM FINE GRADING.
PATRICK R.D'AMICO&WIFE n
o_ 10.STOCKPILE AREAS THAT WALL EXCEED 10'IN HEIGHT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING Ex1555Gf •• // I 10.INSTALL AND PREPARE BASE COURSE.
JANICE T.D'AMICO A Sp. ' I SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED DRAINAGE AREA HAS BEEN STABILIZED.INSPECT THE COURSE OF CONSTRUCTION. AXLE
1 11.PAVE ROADWAYS,
DB 312,PG 874 $ Cp.. 1 \
BY SILT FENCE. TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON 16.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS 1 12.FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED
�- r 11.APPROVED COPIES OF THE GRADING AND EROSION CONTROL A DAILY BASIS AND REPLACE DETERIORATED,DAMAGED,OR NECESSARY,AND MULCHED ACCORDING TO THE DETAILS 1 - I AREAS.
'�\ o \
I PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS ROTTED EROSION CONTROL DEVICES IMMEDIATELY. HEREIN. I 13.UPON SITE STABILIZATION,SEEK NCDEQ APPROVAL TO
O II REMOVE ALL TEMPORARY MEASURES.
12.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE AREAS WHICH HAVE BEEN FINISH GRADED,AND ALL ARISE ON SITE IS JAMAL SHAHBAIN.CONTACT 14.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
>-. I SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN DENUDED AREAS IN WHICH GRADING OR SITE BUILDING 910-777-7778. I I - AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO I • ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
HANDLE THE STORM WATER ARE CONSTRUCTED.THE 15.TERMINATION OF COVERAGE UNDER THE NPDES GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE STORM WATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST
I DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. I I j •
BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF
13.ANY DEVIATION FROM THE APPROVED GRADING PLAN I; � TERMINATION(NOT). THE NOT IS AVAILABLE AT:
I SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR \ I' I HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION.
TO IMPLEMENTATION OF THE CHANGE. i1 • PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT
14.ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE
I MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 I I i I
TEMPORARY EROSION CONTROL BLANKET OR EQUAL OF TERMINATION PROCESS.
SUBSTITUTE. I I ,
t/Y'EreB 15.EXISTING UTILITIES WERE NOT LOCATED WITHIN THE RIGHT-
OF-WAY�.‘\1111 ``J(��� of-WAY TO BENEFIT THE EXISTING CONDITIONS SURVEY. I I •
• I PROJECT NAME
ERB PROPER INVESTIGATIONS SHOULD BE MADE TO DETERMINE /Ix
IF UTILITIES EXIST WITHIN THE RIGHT-OF-WAY AND MUST I Z 1
tB5 3/a' BE RELOCATED. I I
y�\ •
0,0 EIP 1 \ - _ � j ; B&SLOOP &
TIE DRIVEWAY TO NEW SHOULDER INv 19060�`�\II. 1� 3 i I I I / �� 1j4 BLUEBERRY
R N/F 1- - - ° i/ LANE ROADWAY
� 3 41 TASCOF CONSTRUCTION JEREMY
SPOUSE. -
16.19 LF®6.80%15"RCP-v PO 10 DB 1352,PG 660 N/F - / / //
CLEGEND: INV 189.5E 190 T PB 4069.PG 3 I T J&K GENERAL 1 I :/
CONTRACTORS,INC •
IMPROVEMENTS
DB 1374,PG 252 / / • /
E ECM-EXISTING CONCRETE MONUMENT A I PB 4162,PG 6 /
EIP pp EIP-EXISTING IRON PIPE I ` 1 I / //
EIR 0 EIR-EXISTING IRON ROD \ $ - -Y
EPE0 EPK-EXISTING PK NAIL \� B \..; T ., //
ERB •
O ERB-EXISTING REBAR 1 SQUARE METAL PLATE 'cRe 1 /
HBO SRB-SET REBAR 'mrH^x^ON TOP \
_ 7 `
CHECK DAM' 1 \•.. �. •
0 COMPUTED POINT WITH WEIR ,� 9 �.
N/F-NOW OR FORMERLY (�) 1a5 3/4 T - - - _- /'iteee \ / / B&B LOOP ROAD WILL BE CONSTRUCTED.\ /
R/W-RIGHT OF WAY 1 •��P \ 1 4 1 / / J&KNGENERAL • / �SUBDIVSOONI PROJECNT R THE ADJACENT
PROPERTY LINE \\\\\\ 184 \ I I/2" CONTRACTORS,INC.
ADJACENT PROPERTY LINE 1 / • N/F / / ^ERB \ DB PB1374,4162,PG PG262 / / / / �` `�''%L
RIGHT-OF WAY EIP <t, .,, J&K GENERAL / (1 ` SITE, GRADING &
\ CONTRACTORS,INC. / I
- --- .i / DB 1374.
4166,PPG282 / / I \ \ \ Iy "�
-SETBACK UNEG / / J _
// OVERHEAD UTILITY EROSION
a2 /
- .-FENCE WETLANDSE % . °/ / / �� _ Ti�• ' �. _v �----- CONTROL PLAN
ENTREE UNE ER6(BEn'r), / ;s I /g 1 - „o^ ��\
-LOC-LIMITS OF CONSTRUCTION > Y\ 1_ 1 x
DRIVEWAYS FOR HOMES ON THIS SIDE OF THE � ' /
-SF SILT FENCE UNE �.` N/F ROAD HAVE NOT YET BEEN CONSTRUCTED.A I N/F 17417
JN -JUTE NETTNG \t80 NJ1G C125BN J&K ENERAL / 15"PIPE SHALL BE LAID IN THE NEW DITCH AT J&K GENERAL _ \ -
•
-DIV-DIVERSION BERM SNP.AT.D CONTRACTORS,INC. / THE DRIVEWAY LOCATIONS FOR EACH LOT. I CONTRACTORS,INC. /' I v \ _--_
DB 1374,PG 252 173 78 41
SKIMMER DITCH#2 DB 1374,PG 252 / \ PB 4162,PG 6 ^o- R30v \ \ -_ _ -.
PP PB 4166,Pc a ,-` \ - _ _ -..-. - -..-.. CLIENT
•UTILITY POLE \ \ 1\ 7 ; 1 / /
C. GUY WIRE \$",Y -- /1]3.a9
0 WATER METER Os r\N, / 1\\6 I NGE ERAL \
/ t]3.63 \ ,\ \ Q�//'�
(ASPHALT NAG C125BN / N/F CONTRACTORS,INC. 173.72 ]354 \ J&K GENERAL
CONCRETE STP.PAT.D 1TT e/9 /. � CDB&374?PG R252 I DPB74162.PPG262 (NAG C125BN/ µgjh ,, \ CONTRACTOR, INC
WETLANDS DITCH1
BUILDINGS PB 4166,PG 8 I ST)3spAT.D PO 5 r"ERB \ RIP RAP DISSIPATER
I EROSION CONTROL MATTING 176 \J` USE NCDOT HW 838.01 �I�H .INV 171.1E i
/\CHECK DAM WITH WIER Po 3 ERB -� 25.29 LF®0.559, L=6'W=5/8
�'. 'TWO 8"CONDUITS FOR FUTURE PIPE 2 1s].so]C �Po 6 15"RCP t>a Dm=4"D...=6'
�g ' - %� /INv 170.96 REMOVE&REPLACE TO THE EXISTING OWLET PROTECTION >� PRIVATE 1"FORCE MAINS •B STP.PAT.D
DO]]%36"RCP ® r�� ......"2
/ 2>> - M-\ TIE THE ROADWAYCLASS A 9"THICK
DITCH
EXISTING ROAD WILL BE UPGRADED TO NCDOT STANDARDS UNDER THIS �EC- p NAG S75 DITCH �' CONCRETE DRIVE \ '�. STING DITCH •
PROJECT.EXISTING B&B LOOP ROADWAY SHALL BE PETITIONED `94-6 � • 1184 Fayetteville Road
'1RDINGLY,IN THE SAME MANNER AS OTHEROAPROPOSED INTERNALNCDOT . -- Wes ,-• B DITCH 1/8 •
SUBDIVISION STREETS,PRIOR TO ROAD ADDITION BY NCDOT 1]5 P O-'-� I,'--"- s UFe - _ _ - PO 2 Raeford,North Carolina 28376
C 1,-" ___WWW -_-
\ G R FRRy _ "-__-- INv rvr� Phone:[phone]
GROUND STABILIZATION CHART \ �,9 WLO ` I °e �w C,q - �STP PAT.D V6 '1.'M1
60' -__ ,g,,� /qq (PU /V- -- 16]9
De 6R 6(ueLIC b�7/" pC SVC) -- '..��- Y�
SITE AREA STABILIZATION STABILIZATION TIME " P / PO q DITCH#5 PO]\ gqq =_� . Y
45,
DESCRIPTION TIME FRAME FRAME EXCEPTIONS NAG S75 -844 1TA / INV 16]20 INV 169,84 -1)2 y lg.
STP.PAT.D - _ ��\ \ -'
PERIMETER DIKES, N/F 3/q- ����-�' �'�1 RIP RAP DISSIPATER REMOVE&REPLACES- ice. I t
/�-��'u •--- �\\� L 1a w 9/21 (CONCRETE DRIVE PQ8`\� :_ _0. _�1, _ PROJECT INFORMATION
SWALES,DITHCES 7 DAYS NONE RAEFORD DEVELOPMENT,LLC ERB ® =�lH 3 i re�� \ INV 169,72 --- 1
AND SLOPES TRACT 1 OF I - -- -- # yQ > D 8 D.. 12" 18.34 LF 0 0.65%15"RCP ' Al, A11 ERB
DB 1462,PG 681 TEMPORARY SKIMMER BASIN#1 Y> • \" \CLASS B 18"THICK N/F -- �i
HIGH DUALITY L-220',W=62'.D=2' f -'\
4 \'\\ \ GLORY GUTIERREZ I ' �•�� DESIGNED BY, SEAWCHRIS
WATER(HOW) 7 DAYS NONE SIDE SLOPES=2:1 / / / /`6-�M DITCH#9 -- == __ _ Efts DRAWN BR: SEAWCHRIS
DB 477,PG 797 169
ZONES TOP OF BASIN: 171.00' N -- -• ,'"
BOTTOM OF BASIN:167.00' - g g f 0• `, PIPE 2 WILL OUTLET INTO TSB#1 I N/F DITCH#7 INV 168,10
7 IF SLOPES ARE 10'OR 8'EMERGENCY SPILLWAY: 170.00' JO H 1 UNTIL TSB#1 IS CLOSED. DAVID T.MASON&WIFE, NAG 57D \ CHECKED BY: SCOTT
NAG C725BN STP.PAT.D
O SLOPES STEEPER LESS IN LENGTH AND ARE INVERT OF SKIMMER: 16800' � `� KELLY C.MASON PIPE 1
7 DAYS I STP.PAT.D IPROJECT NUMBER: 1649
THAN 3:1 NOT STEEPER THAN 2:1, SIDE SLOPES OF BASIN ARE TO RIP RAP DISSIPATER DB 1159,PG 844 41.0E LF 00.49%18"CLASS V RCP
14 DAYS ARE ALLOWED RE 4.0"VFW')WITHIN SFVFN DAYS ��Exo L=2'W=2/4• _ \
• ..ATTACH A 4.0"FAIRCLOTH SKIMMER(OR EQUAL) D�4"D'...-6" I
w 7-DAYS FOR SLOPES81 © WITH 2.8"ORIFICE FOR DEWATERING THE OOT CLASS B 9"THICK \
SLOPES 3:1 OR � oCi- DRAWING SCALE
14 DAYS GREATER THAN 50 FEET SEDIMENT BASIN DURING CONSTRUCTION. OOl-OQT
` FLATTER ,p / y y y gg OOl�OOI\
u IN LENGTH ` y F.e v, I� ' :'0 tt0�� 30'DRAINAGE EASEMENT
NONE .0 0.. ��'V�w w w 0, '•, 0.� w -z� 5..� y�� HORIZONTAL:1"=50'
ALL OTHER AREAS (EXCEPT FOR ` SITE DATA
WITH SLOPES FLATTER 14 DAYS y w w w w N/F `✓.
THAN 4:1 PERIMETERS AND Know what's below. .,#" w /. / `/ro
R HOW ZONES) w w 4, .I, w ,I, w RAEFORD DEVELOPMENT,LLC w w w w '�B '
Call before you dig. `. .�� TRACT 2 OF I DEVELOPER &K GENERAL CONTRACTORS DATE RELEASED
• w w^ w ,I, I ,P w w ,1, w ,I, DB 1462,PG 681 MAILING ADRESS 645 LAURINBURG ROAD
GRAPHIC �v GiALE `�, ,I, w ,P ,y W ,I, ,✓ W w ,✓ .I, w ,✓ ,R W W W W v- W W W W y ,I, 6 I CITY,STATE RAEFORD,NORTH CAROLINA 28376
PIN NUMBER NO PIN JANUARY 25,2023
s� - 25 50 100
- \ 4, w w w W 4, w y w w W I w w W w W w ,✓ w 4 W w w w W 4- 4 C' I TOTAL SITE AREA 117,059 SF(2.69 AC)
'• AREA TO BE DEVELOPED 117,059 SF(2.69 AC)
u-I m F 0 ^ $ I EXISTING USE UNIMPROVED ROAD SHEET NUMBER
9 ( IN FEET) ,I' W / ` PROPOSED USE IMPROVED ROAD
m 1 inch= 50 1 0 `P `R W "
S y
2 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 C-2.0