NCC241249_Site Plan or Location Map_20240422

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CITY OF WILSON
UPPER BLOOMERY SWAMP
SEWER IMPROVEMENTS ... PHASE 2B
WI LSON COU NTY N RTH OCAROLINA
JANUARY 2024 GENERAL
' ` SHT SHEET TITLE
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1. COVER SHEET
CITY OF WILSON •f ' 2 COMPLETE LEGEND&MISC.NOTES
\ 0II API.• T 3. INDEX
MAYOR: CARLTON L. STEVENS 6.r.S4 `�� O X
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��•,,,,` .� \ 4. EROSION CONTROL OVERALL PLAN
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COUNCIL MEMBERS: GILLETTIA MORGAN =It='': %�� GRAVITY SEWER
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V ; �(� 5. BLOOMERY SWAMP
MICHAEL S. BELL _ _..\ ` 1 O� PLAN&PROFILE PH 2B(9+11.90 TO 14+00)
WILLIAM THOMAS FYLE �►� co " 6. BLOOMERY ROFILE
PLAN&PROFILE PH 2B(14+00 TO 28+00)
11111 ►� ►�►►rtt 7. BLOOMERY SWAMP
JAMES M. JOHNSON, 1111,III • ����pAD�j•�� PLAN&PROFILE PH2B(28+00TO42+00)
�II� / 44 i'"",`• 8. BLOOMERY SWAMP
DONALD I. EVANS / \ m%♦ BdtlNb' F 4 .■,,�= /I, PLAN&PROFILE PH 2B(42+00 TO 56+00)
LOGAN T. I ILES / _ O,�Q��1►�1�li. 9. BLOOMERY SWAMP
��������� \ PLAN&PROFILE PH 2B(56+00 TO 69+00)
DERRICK D. CREECH �� �'���-�������`�
/— . m.ro -,—11 10. BLOOMERY SWAMP
. \����,Q:j 0 PLAN&PROFILE PH 28(69+00 TO 75+00)
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•• •'�'' 1,��•�,,, j 11. BLOOMERY SWAMP
II I� p AY ����� ;!` I PLAN&PROFILE PH 28(75+00 TO 84+47.93)
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CITY MANAGER: GRANT GOINGS
1L • �r��f, NPDES NOTES
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DIRECTOR OF jI�r� . ;f; is\���le twit Au=el N-1 NPDES TABLES
PUBLIC WORKS: WILLIAM T. BASS IV '. ,'�;� 41IS�:��_ N-2 NPDES TABLES
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ASSISTANT DIRECTOR I �; �' 44
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OF PUBLIC WORKS/ p .»� I .. D-3 DETAIL
D-4 DETAIL
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CITY ENGINEER: KYLE MANNING o — A
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ABBREVIATIONS NOTES
ABC AGGREGATE BASE COURSE DIST DISTANCE ND NDICATE/INDICATOR OPR OPERATE/OPERATOR SPLY SUPPLY AB ANCHOR BOLT DV DIVIDE NL NLET OR OUTSIDE RADIUS SQ SQUARE GENERAL CONSTRUCTION/SANITARY SEWER NOTES WETLAND PROTECTION NOTES;
AC ALTERNATING CURRENT DNA DOES_NOT_APPLY NS NSIDE OUT OUTLET SQ FT SQUARE FEET
ADD ADDENDUM DWI_ DOWEL NSTM NSTRUMENTATION OWL OVERFLOW SQ IN SQUARE INCHES 1. CONTRACTOR SHALL NOTIFY THE CITY OF WILSON'S DEPARTMENT OF PUBLIC SERVICES(MR.BILL BASS,PUBLIC 1. PRIOR TO LAND DISTURBANCE,CONTRACTOR SHALL INSTALL
ADDL ADDITIONAL DN DOWN NTK NTAKE OVHD OVERHEAD SST STAINLESS STEEL WORKS DIRECTOR-252-399-2467),GREEN ENGINEERING(LEO GREEN,III-252-237-5365)AND NORTH PROTECTIVE FENCING(I.E.-ORANGE TREE PROTECTION FENCING)
ADH ADHESIVE DR DRAIN NTK NTERCHANGE OXY OXYGEN STA STATION CAROLINA 811 A MINIMUM OF 3 DAYS(72 HOURS)PRIOR TO MOBILIZING TO THE PROJECT AREA AND PRIOR TO AT BORDER OF ALL WETLANDS AND TEMPORARY UTILITY
AOJ ADJACENT DWG DRAWING NTRCHNG NTERNAL OZ OUNCE STD STANDARD ANY EXCAV TON ACTIVITIES. EASEEMENTS. FENCING SHALL REMAIN FOR DURATION OF PROJECT.
AGGR AGGREGATE DUP DUPLICATE NTSCT NTERSECT/INTERSECTION STG STAGE 2. NO CONSTR CTION ACTIVITIES(PIPE/MANHOLE INSTALLATION)SHALL COMMENCE UNTIL THE FOLLOWING HAVE 2. EROSION CONTROL MEASURES THAT ARE UTILIZED SHALL BE
AIRCOND AIR CONDITIONING NVT NVERT S1IF STIFFENER TAKEN PLA E: INSTALLED IN A MANNER AS NECESSARY TO COMPLETELY PREVENT
AL ALUMINUM P RON POINT PAL PANEL STIR STIRRUP •PRECONS UCTON CONFERENCE. DIS-EQUILIBRIUM OF EXISTING WETLAND SPECIES. NO WASTE,SPOIL,
EA EACH PATT PATTERN
ALM ALARM PS NCH PER SECOND STL STEEL •MATERIAL SUBMITTALS/SHOP DRAWINGS HAVE BEEN SUBMITTED AND APPROVED BY THE ENGINEER. SOLIDS,OR FILL OF ANY KIND SHALL BE ALLOWED OUTSIDE OF
STOR STORAGE
ALT ALTERNATE R NODE RADIUS •TEMPORA Y BYPASS PUMPING SYSTEM IS IN PLACE AND FULLY OPERATIONAL APPROVED AREAS,THE UTILITY EASEMENTS,AS FLAGGED AT
EF EACH FACEPEN PENETRATION STRU STRUCTURAL / DEUNEATED WETLANDS BOUNDARIES.
AMT AMOUNT •ALL SED MENTATON AND EROSION CONTROL MEASURES DEVICES HAVE BEEN INSTALLED PER THE EW EACH WAY PERF PERFORATED STRUCT STRUCTURE
APPROX APPROXIMATE CONSTRUCTION PLANS.
E EAST J JOIST PERM PERMANENT 3. NO PLASTIC MESH OR PLASTIC TWINE BASED EROSION CONTROL
APVD APPROVED SUBMG SUBMERGED 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS,CONTRACT DOCUMENTS,
ECC ECCENTRIC JB JUNCTION BOX PERMS PERMEABILITYMATTING IS ALLOWED ADJACENT TO WETLAND DELINEATED AREAS.
ARCH ARCHITECTURAL SUBST SUBSTITUTE PERMIT CONDITIONS AND THE CITY OF WILSON'S MANUAL OF SPECIFICATIONS STANDARDS AND DESIGN.
ELB ELBOW JCT JUNCTION PERF PERPENDICULAR SUCT SUCTION 4. TIMBER MATS SHALL BE UTILIZED WHERE NECESSARY TO STABILIZE
ASPH ASPHALT 4. EXISTING OR NEW OPERABLE MANHOLES OR WETWELLS QUALIFY AS`CONFINED"AND REQUIRE COMPLIANCE WITH
ELEC ELECTRICAL JT JOINT PH PHASE SUPERST SUPERSTRUCTURE
ATCH ATTACH OSHA'CONFINED ACCESS ENTRY"DEVICES
REQUIREMENTS. CERTIFIED EQUIPMENT,PROPER NOTIFICATION AND OTHER HEAVY EQUIPMENT ACCESS ALONG DELINEATED EASEMENTS AND
ELEV ELEVATE PLG PILING
AUX AUXILIARY SW SWITCH APPLICABLE EQUIPMENT AND/OR DEVICES MAY BE NECESSARY TO PROTECT WORKERS,AFTER SYSTEM IS TEMPORARY WETLAND BOUNDARIES. HARD MEASURES SHALL NOT
EL ELEVATION PLCS PLACES
AVAIL AVAILABLE SYM SYMBOL OPERATIONAL FROM HYDROGEN-SULFIDE GAS BUILD-UP OR AN OTHERWISE OXYGEN-LESS ENVIRONMENT. BE UTILIZED,EXCEPT IN FEW EXTREME CASES, WHERE SHEET FLOW
EMBD EMBEDMENT PLK PLANK SYS SYSTEM 5. THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL PERMIT RUN-OFF CANNOT BE MAINTAINED. NO HARDENING OF WETLAND
AVG AVERAGE KB KNEE BRACE /P APPROVALS ON THE JOB SITE AT ALL TIMES FOR THE DURATION OF THE PROJECT AREAS ARE ALLOWED.
EWER EMERGENCY PL PLATE/PROPERTY LINE
KO KNOCK
ENCMT ENCASEMENT OUT
PLATE PLATFORM 6. ALL KNOWN EXISTING UTILITIES HAVE BEEN LOCATED FROM INFORMATION AVAILABLE AS SHOWN ON THE
BAF BAFFLE ENCL ENCLOSED/ENCLOSURE KPL KICK PLATE PLMB PLUMBING CONSTRUCTION DRAWINGS. THESE LOCATIONS ARE APPROXIMATE ONLY. IT IS THE CONTRACTOR'S 5. ONCE PROJECT IS COMPLETED,ALL TEMPORARY CONSTRUCTION
KWY KEYWAY EASEMENTS SHALL BE RETURNED TO PRE-EXISTING CONSTRUCTION
BAL BALANCE EQ EQUAL PLYWD PLYWOOD TIcB TOP AND BOTTOM RESPONSIBILITY TO FIELD LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING UTIUTIES PRIOR TO START STATE AND RESTORED WITH NATIVE SPECIES. NATIVE WETLAND
BC BACK OF CURB EQPT EQUIPMENT PC POINT OF CURVE TAN TANGENT OF CONSTRUCTION(NORTH CAROLINA 811). ALL COSTS ASSOCIATED WITH ANY DAMAGE TO KNOWN OR SEED MIX SHALL BE UTTUZED. NATIVE WETLAND SPECIES CAN BE
BD BOARD EST ESTIMATE PI POINT OF INTERSECTION TECH TECHNICAL UNKNOWN EXISTING UTILITIES RESULTING FROM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT THE SOURCED FROM LOCAL NURSERIES AND ESTABUSHED IN THESE
BDY BOUNDARY EXC EXCAVATE LAD LADDER PT POINT OF TANGENCY TEL TELEPHONE EXISTING UTILITIES DURING CONSTRUCTION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. AREAS. APPLICATION OF FERTILIZER SHALL BE CONDUCTED AT
BEV BEVELED EON EXHAUST LAT LATITUDE LB POUND TEMP TEMPORARY/TEMPERATURE 7. PROPERTY LIINE REFERENCES WERE OBTAINED FROM ACTUAL FIELD SURVEYS.FIELD SURVEY DATA WAS AGRONOMIC RATES AND SHALL COMPLY WITH ALL FEDERAL AND
BITUM BITUMINOUS EXIST EXISTING LATL LATERAL LB FT POUND FEET TGL TOGGLE COLLECTED Y GREEN ENGINEERING. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, NORTH CAROLINA STATE REGULATIONS. APPLICATION OF FERTILIZER
BKGD BACKGROUND EXP EXPANSION LB POUND LB IN POUND INCH THD THREAD MONUMENTS,OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. THE SHALL ONLY TAKE PLACE WHERE RISK OF SURFACE WATER
BL BASE UNE EXP JT EXPANSION JOINT LBL LABEL PCF POUND PER CUBIC FOOT THK THICK CONTRACTO,AT THEIR SOLE EXPENSE,SHALL HIRE A NC LICENSED PROFESSIONAL LAND SURVEYOR TO CONTACT IS MINIMIZED.
BLDG BUILDING LCL LOCAL PRELIM PRELIMINARY THRU THROUGH REESTABLIS ANY AND ALL DISTURBED PROPERTY MONUMENTATION AND OTHER ESTABLISHED POINTS OF 6. ALL LOCATIONS THAT ARE IDENTIFIED AS"WETLANDS"WITHIN THE
BLK BLOCK LDR LEADER PRMLD PREMOLDED TMB THIMBLE REFERENCE. CONSTRUCTION CORRIDOR THAT ARE DISTURBED BY ANY MEANS
BM BENCH MARK FAB FABRICATE LFT UFTING PG PRESSURE GAGE TMBR TIMBER 8. ANY INCIDEN,AL CLEARING AND GRUBBING ACTIVITIES SHALL TAKE PLACE WITHIN THE PROJECT CONSTRUCTION DURING THE INSTALLATION OF THE PROPOSED GRAVITY SANITARY
BM BEAM FACIL FACILITY LG LENGTH PROP PROPERTY TNL TUNNEL LIMITS AS IDENTIFIED ON THE CONSTRUCTION DRAWINGS AND THE EASEMENT PLATS. ALL CONSTRUCTION LIMITS SEWER LINE SHALL BE RESTORED TO PRECONSTRUCTION(EXISTING)
BOT BOTTOM FD FLOOR DRAIN LIM UMIT PB PULL BOX TNSN TENSION UNDO SHAL BE SURVEYED AND FLAGGED PRIOR TO ANY GROUND DISTURBANCE. CLEARING AND GRUBBING GRADE(S). THE GRAVITY SANITARY SEWER LINES AND/OR
ACTIVITIES ROUGH WETLAND AND REUSE RIVER BUFFER AREAS SHALL BE HELD TO A MINIMUM AND IN BP BASE PLATE FDN FOUNDATION LIN LINEAR PO PUSH-ON JOINT TOL TOLERANCE ACCORDAN ' WITH THE PERMIT CONDITIONS.(PERMITS CAN BE FOUND IN THE PROJECT CONTRACT DOCUMENTS). WETLANDS"SHALL RNOT BEA APPROVED FOR(PAYMENT UNTIL EITHER
BRG BEARING FHY FIRE HYDRANT U. LIVE LOAD TOT TOTAL )
BRK BRICK FIG FIGURE LNTL LINTEL QT QUART TPG TAPPING 9. ALL PLANT"ND ION FENCING,WHERE REQUIRED,SHALL BE MAINTAINED UNTIL ALL THE WORK HAS BEEN THE CITY OF WILSON OR A THIRD PARTY PROVIDING OBSERVATION
BSMT BASEMENT FIL FILLET LQD LIQUID TPR TAPER COMPLETED ND FINAL INSPECTION HAS OCCURRED. UPON APPROVAL FROM ENGINEER,CONTRACTOR SHALL SERVICES FOR THE CITY OF WILSON HAS VERIFIED IN WRITING THAT
FL FLOOR/FLASHING QTR QUARTER REMOVE IRE PROTECTION FENCING AND REPAIR ANY AREAS DAMAGED DURING FENCE REMOVAL. THE DISTURBED AREA HAS BEEN RESTORED TO THE
BYP BYPASS LOA LENGTH OVER ALL QDRNT QUADRANT TRANSV TRANSVERSE 10. POSITIVE DR INAGE ACROSS THE PROJECTS ALIGNMENT SHALL BE PROVIDED FOR ALL AREAS THROUGHOUT THE PRECONSTRUCTION(EXISTING)GRADE(S).
FLD FIELD LONG LONGITUDE TRIG TRIBUTARY CONSTRUCTION PERIOD.
FLG FLANGE LP LOW POINT TRNGL TRIANGLE 11. ALL EXCAVA a.MATERIAL SHALL BE PLACED WITHIN THE UNITS OF CONSTRUCTION DISTURBANCE DURING
CAP CAPACITY FLTR FILTER LR LADDER RUNG R RISER TRTMT TREATMENT /
R/W RIGHT OF WAY TS TENSILE STRENGTH INSTALLATIO OF THE PROPOSED UTILITY. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SEDIMENT AND
LT LIGHT EROSION CAST IRON PIPE FLUOR FLUORESCENT EROSION CO TROL MEASURES TO CONTROL RUN-OFF. ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED
CB CATCH BASIN FPS FOOT PER SECOND LTG LIGHTING RAD RADIUS TYP TYPICAL FROM THE CONSTRUCTION SITE AND DISPOSED OF LEGALLY.
CAV CAVITY FR FRONT LTR LETTER RCP REINFORCED CONC.PIPE XMT TRANSMIT 12. CONTRACTO'.SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONSTRUCTION DEMOLITION DEBRIS EITHER
CLG CEILING FT FEET LVI_ LEVEL RD ROAD/ROOF DRAIN XMTR TRANSMITTER BY CRUSHIN.ONSITE,OR HAUUNG FOR OFFSITE DISPOSAL ALL PERMITS REQUIRED FOR THIS ACTIVITY ARE THE
CEM CEMENT LB FOOT POUND LVR LOUVER RDCR REDUCER, SOLE RESPO SIBIUTY OF THE CONTRACTOR.
CTR CENTER FTG FOOTING LWL LOW WATER UNE RDG RIDGE 13. ALL GRAM SEWER PIPE INSTALLATION SHALL BEGIN AT THE DOWNSTREAM MOST MANHOLE FOR EACH
CL CENTER UNE LYR LAYER RDL RADIAL UGND UNDERGROUND INDIVIDUAL ALIGNMENT.
CTI. CENTRAL REC RECESS UH UNIT HEATER 14, HORIZONTAL BORES SHALL BE MADE PRIOR TO INSTALLATION OF ANY GRAVITY SEWER PIPE UPSTREAM OF THE
CHMBR CHAMBER REF REFERENCE ULT ULTIMATE
CHAM CHAMFER GAL GALLON MAG MAGNETIC REINF REINFORCING UN UNION SPECIFIC BORE. ANY AND ALL HORIZONTAL BORES INSTALLED AND NOT MATCHING THE DESIGN GRADES UPON
COMPLETION OF THE BORE,WITHIN TOLERANCE,SHALL EITHER BE RE-BORED IN AN ADJACENT LOCATION
GALV GALVANIZED MAINT MAINTENANCE RELOC RELOCATE UND UNDER
CHAN CHANNEL GEN GENERATOR NH MANHOLE APPROVED BY THE ENGINEER/CITY OF WILSON OR ADJUSTMENTS IN THE UPSTREAM SEWER INVERTS WILL BE
CHK CHECK MNL MANUAL REM REMOVABLE UNIV UNIVERSAL MADE IF THIS IS POSSIBLE WITHOUT AFFECTING THE FUNCTION OF THE PROPOSED UNE S. EITHER WAY THE
CHK�L CHECKERED PLATE GENL GENERAL REPL REPLACE LINO UNLESS NOTED OTHERWISE ()
GL GRADE UNE MFR MANUFACTURER READ REQUIRED UPI. UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ALL COST INCURRED BY THE CITY OF NC S IN,THE PROJECT ENGINEER
CHEW CHEMICAL GND GROUND MO MASONRY OPENING AND ANY OTHER VESTED PARTY AS A RESULT OF THE INCORRECTLY INSTALLED CASING.
CIR CIRCLE GPH GALLON PER HOUR MAIL MATERIAL REV REVISE/REVIEW/REVISION UWT UNIT WEIGHT 15. DUE TO THE NATURE OF THIS PROJECT IT WILL BE NECESSARY FOR CERTAIN INDIVIDUAL SEGMENTS TO BE
CPL CLAY PIPE GPM GALLON PER MINUTE MAX MAXIMUM RFG ROOFINGOOFING UWTR UNDERWATER CONSTRUCTED,TESTED,CERTIFIED AND PLACED INTO OPERATION PRIOR TO ANOTHER PROJECT COMPONENT BEING
CO CLEAN OUT RIB RIBBED CONSTRUCTED. THIS IS ADDRESSED FURTHER IN THE RECOMMENDED CONSTRUCTION SEQUENCE NOTES.
GPS GALLON PER SECOND MAX CAP MAXIMUM CAPACITY RM ROOM 16. DEWATERING ALONG THE PROJECT ALIGNMENT IS ANTICIPATED FOR THE INSTALLATION OF THE GRAVITY SEWER
CLR CLEAR OR GRADE MHW MEAN HIGH WATER RMV REMOVE UNE(S). ACTUAL SUBSURFACE CONDITIONS MAY VARY ALONG THE LENGTH OF THE PROJECT.
CW CLOCK WISE GRTG GRATING MLW MEAN LOW WATER RND ROUND 17. ALL LINE CONNECTIONS TO EXISTING SANITARY SEWER MANHOLES SHALL BE INSTALLED BY CORE DRILLING THE
COL COLUMN GSKT GASKET MSL MEAN SEA LEVEL V VALVE
GUT GUTTER RNDM RANDOM EXISTING MANHOLE AT THE ELEVATION(S)SHOWN ON THE CONSTRUCTION DRAWINGS.
CNCTRC CONCENTRIC AREAS MEASURE CONC CONCRETE ROT ROTATE VAC VACUUM 18. BYPASS PUMPING OF SANITARY SEWER WILL BE REQUIRED FOR THIS PROJECT. ALL BY-PASS PUMPING SHALL
GVL GRAVEL MECH MECHANICAL RPR REPAIR VAP VAPOR BE COORDINATED WITH THE ENGINEER AND THE CITY OF WILSON PRIOR TO THE COMMENCEMENT OF THESE
CONSTR CONSTRUCTION MBR MEMBER R/R RAIL ROAD VAR VARIABLE/VARIES ACTIVITIES. ALL BY-PASS PUMPING SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN SPECIFICATION
CJ CONSTRUCTION JOINT MET METAL RST REINFORCING STEEL VB VALVE BOX SECTION 0151.
CONY CONTINUOUS/CONTROL MEZZ MEZZANINE RT ANG RIGHT ANGLE VENT VENTILATOR 19. THE CONTRACTOR SHALL PROVIDE ALL PROPER OIL POLLUTION PREVENTION MEASURES TO MINIMIZE THE IMPACT
HAZ HAZARDOUS
CNVR CONVEYOR HB HOSE BIB MDL MIDDLE RTN RETURN VERT VERTICAL OF DIESEL AND ALL OTHER FUELS TO THE ENVIRONMENT. MEASURES SHALL BE IN ACCORDANCE WITH ALL
COR CORNER MI MILE VOL VOLUME
CORP CORPORATION HCONN HOSE CONNECTION MIN MINIMUM RTNG RETAINING APPLICABLE STATE AND LOCAL REGULATIONS/LAWS.
CARP CORRUGATED METAL PIPE HCS HIGH CARBON STEEL MSG MIXING RVS REVERSE 20. ALL TRENCH EXCAVATION SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S
CCW COUNTER CLOCK WISE HD HEAD M%T MIXTURE RYE RIVET LATEST REGULATIONS GOVERNING SUCH ACTIVITIES. PIPE TRENCHES SHALL BE NO STEEPER THAN 1:1 FORM THE
HDW HARDWARE W WEST EDGE OF TH TRENCH. STEEPER SLOPES WILL REQUIRE CONTRACTOR TO OBTAIN ADDITIONAL APPROVAL PRIOR
XSECT CROSS SECTION MOD MODIFY TO BEGINNIN OF WORK.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ACTIVE SHORING AND SHALL
CU CUBIC HEX HEXAGONAL MLD MOLDED W/O WITHOUT SUBMIT SEAL D CALCULATIONS AND DRAWINGS TO THE OWNER FOR REVIEW AND APPROVAL
HGR HANGER WC WATER CLOSET
CFS CUBIC FEET PER SECOND MOT MOTOR S SOUTH 21. THE CONTRA TOR SHALL REPAIR ALL POINTS OF ACCESS,PAVED OR UNPAVED,TO EXISTING OR BETTER
HGT HEIGHT WD WIDTH
CU FT CUBIC FOOT MTD MOUNTED SAN SANITARY CONDITIONS IF DISTURBED DURING CONSTRUCTION. THE COST OF THESE REPAIRS IS THE SOLE RESPONSIBILITY
HK HOOK WI WROUGHT IRON
CU IN CUBIC INCH MWL MAX WATER LEVEL SBM SUBMERSIBLE OF THE CONTRACTOR.
CU YD CUBIC YARD HM HOLLOW METAL SC SCALE WI_ WATER LEVEL/LEVEL 22. SITE ACCESS LOCATIONS FOR THE PROJECT SHALL BE AS FOLLOWS:
HNDRL HANDRAIL WILD WELDED
CULV CULVERT SCHED SHEDULE •EXISTING CITY OF WILSON 30'EASEMENT OFF OF NC HWY 42
WM WIRE MESH
HOL HOLLOW
CUR CURRENT SCHEM SCHEMATIC ••EXISTING CITY OF NILSON 30'EASEMENT AT THE PROJECT'S INTERSECTION WITH AIRPORT BOULEVARD BELOW
HORIZ HORIZONTAL N NORTH SCR SCREW WP WALL PIPE WILSON CHRISTIAN SCHOOL,BOTH UPSTREAM AND DOWNSTREAM SIDES OF THE ROAD.
HPT HIGH POINT NA NOT APPLICABLE WPG WATER PROOFING •
m HR HOUR NIC NOT IN CONTRACT SECT SCREEN WRG WIRING THE CONTRACTOR MAY OBTAIN ADDITIONAL OMSS LOCATIONSOP FROM PRIVATE PROPERTY OWNERSC H THEIR
a DPG DAMP PROOFING HST HOIST NO NUMBER SECT SECTION WS WATER SURFACE PDE ; THEVCO,WRITTEN OR TOPERMISSION FROM WILE PROPERTY OWNER ENGINEERING
PROVIDING SUCHIORACCESS SHALL BE
SEGL SEGMENT PROVIDED BY THE CONTRACTOR TO THE CITY OF WILSON AND GREEN ENGINEERING PRIOR TO UTILIZING SUCH
DL DEAD LOAD HTG HEATING NOM NOMINAL SEL SELECT/SELECTOR WT WEIGHT ACCESS,
S DEC DECIMAL HTS HIGH TENSILE STEEL NTS NOT TO SCALE SEP SEPARATE WTHRPRF WEATHER PROOF 23. THE CONTRA:TOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ACCESS ENTRANCES TO THE PROJECT AREA.
• DK DECK/DECKING HWL HIGH WATER LEVEL NUM NUMERAL/NUMERICAL SEQ SEQUENCE WTRPRF WATER PROOF ALL ENTRANCES SHALL HAVE A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE INSTALLED AND MAINTAINED
® DEG DEGREE HYDR HYDRAULIC NWG NATIONAL WIRE GAGE SER NO SERIAL NUMBER WRIT WATER TIGHT THROUGHOUT THE DURATION OF THE PROJECT. UPON COMPLETION OF THE PROJECT ALL TEMPORARY GRAVEL
ix;
DELE DELETE NEG NEGATIVE SEW SEWER/SEWAGE WV WALL VENT CONSTRUCT(. ENTRANCES SHALL BE REMOVED AND THE AREA SEEDED AND MULCHED.
c DEP DEPOSIT /0 NPUT/OUTPUT NT WT NET WEIGHT SFT SHAFT
w DTCH DETACH D NSIDE DIAMETER NWL NOMINAL WATER LEVEL SH SHEET XBAR CROSS BAR
N DET DETAIL DX NDEX SL SEA LEVEL XCONN CROSS CONNECTION
DEV DEVELOPMENT N NCH OBJ OBJECT SLD SEALED XMTR TRANSMITTER
2 DIAG DIAGONAL/DIAGRAM N LB NCH POUND OC ON CENTER SLTD SLOTTED XSECT CROSS SECTION
DIA DIAMETER NC NCORPORATED OCT OCTAGONAL SLV SLEEVE
ig RIFF DIFFERENCE NCAND NCANDESCENT OD OUTSIDE DIAMETER SNDPRF SOUNDPROOF YD YARD
s, DIM DIMENSION NCIN NCINERATOR OF OUTSIDE FACE SOL SOLID YR YEAR
g DC DIRECT_CURRENT NCL NCLUDED
c DIR DIRECTION/DIRECT OPNG OPENING SP SPACE
o DISC DISCONNECT NCR NCREMFNT/INCREASE OPP OPPOSITE SPEC SPECIFICATIONS Z ZONE
3
LEGEND GENERAL NOTES
1. Location and topographical Information was taken from an actual field survey performed by Green Engineering. Reference Datum Is NAD 83 for horizontal,NAVD 88 for vertical.
i UTILITIES DIRECTORY LINETYPES MATERIALS SECTION AND DETAIL KEYING 2. Boundary information is shown for reference only. Consult Professional Land Surveyor for boundary data.
Iii
3. All materials,construction,workmanship shall meet the City of Wilson Specifications,Standards and Design.
II II�fJJ�fII a 4. Contractor shall comply with all pertinent provisions of the'Manual of Accident Prevention in Construction"issued by AGC of America,Inc.,and the Safety and Health Regulations for Construction issued by the U.S.Department of Labor.
5 CITY MANAGER: PROPOSED ITEMS 5`_ GRADE OR EARTH -in_ti� RCaK DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD. 5. The contractor shall be responsible for the repair of an
`w GRANT GOINGS [phone] EXISTING ITEMS Tr=1T-I (A)A SECTION CUT ON DROWNS M3 IS IDENTIFIED AS FELLOWS: 6. All concrete is to be minimum 3000 psi at 28 days unlessa otherwise noted non utilitiesthe plans�t may be damaged due to construction activity. Exercise caution.
HIDDEN ITEMS 7. Do notpour anyconcrete before forms are inspected and approved bythe project engineer. Failure to do so mayconstitute removal of work performed at Contractor's cost until made satisfactory by the Engineer.
a0.444444444. DEMOLITION ITEMS iilASPHALT PAVING //� STEEL SECTION LETTER P ne P lea 9
3 CITY ENGINEER: -- CENTER UNE 8. Contractor is required to provide'as-built°drawings for Engineer upon completion of construction. Note any deviations from the original plans. Plans are to reflect the actual location,materials and depth of facility along with valve tie-downs. Failure to
w R. BRYANT BUNN, III, PE [phone] MATCH UNE SANDIII MsuuM N MU
DRAWING WI ERE SECTION IS SHOWN provide as-built drawings may delay project and require at contractor's expense,a filed survey by a PLR.
w EARTHWORK/EROSION:
L DEPUTY CITY MANAGER �•a�r�... (B)THE SECTION SHOWN CR DRAWING MO IS IDENTIFIED AS FOLLOWS:
i=• • Q(ANEL = WATER SURFACE 9. Site on. on is greater than 1-ae thereforewkan erosionan control permitis required.d Contractor will be responsible for containing sediment on-site. As the project is a City of Wilson project,an erosion control permit is required from DEMLR,Land Quality
OPERATIONS/PUBLIC SERVICES: PROCESS PIPE DESIGNATIONS secnoN LETTER Section. Contractor shall not commence work without an approved permit on-hand.
HARRY TYSON [phone] I I� 10. All disturbed areas shall be landscaped and seeded within 7 days of completion of construction.
-- ,p CONCRETE GRATING ��r DRAWING FROM WHERE SECTION WAS TAKEN 11. The location of any topsail stockpile shall be coordinated with the City.
m ASSISTANT DIRECTOR OF PUBLIC TIE DRAINT EFFTUENr `L,.'>'�3 �Y1/ 12. All construction debris shall be disposed of off-site in a state permitted landfill.
INF FM INFLUENT FORCE MAIN CONC.FILL CR GRIT `CVY J CHECKERED PLATE DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER,EXCEPT DETAILS ARE EIENnnED 13. Unless noted otherwise,all trees not marked to be removed are not to be disturbed. They are to be protected from damage by equipment during construction.
o SERVICES/WATER RESOURCES ML MIXED LIOUCR '-' ' BY A SUUARE WITH A NUMBER IN THE UPPER HALF CR BY REFERENCED CALL OUT
' BARRY PARKS [phone] PE PRIMARY EFFLUENT.1PS PRIMARY SLUDGE INNCCNC.MASONRY UNIT //1 MASS STANDARD DEEMS ARE REFERENCED BY A UNICUE MULTI-DIGIT NUMBER AND ARE SHOWN ENVIRONMENTAL:
RAS RETURN ACTIVATED SLUDGE ,/ ON THE CONTRACT DRAWI OF NGS BY ONE TWIG NOTICES 14. Property is located In a FEMA mapped flood area or Flood Hazard zone per FIRM 370367 1962 J,dated April 16,2007.
RS RAW SEWAGE '� /I 15. This site is located within a Watershed Protected Zone and adjacent to Neuse Buffered streams. Contractor is to exercise caution and due diligence to ensure those environmentally sensitive areas are not disturbed outside of the approved areas.
SCE SECONDARY CLARIFIER OFF. ///�j BRICK X I WOW BLOCKING 10331051 IREFERENCED ITEMI 16. There is a no net increase in impervious area; therefore stormwater management and nutrient management are not required for this site.
WAS WASTE ACTIVATED SLUDGE J /� �1 OR:
17. The project area is within Conteetnea Creek Roadway and within the 100 year flood plain. 401/404 permits are required for this project.Contractor shall not go outside of the limits of disturbance area without prior approval. Contractor shall not commence
o SEE 033105 IREFERENCED ITEM(
CO STANDARD DETAILS ARE COMPILED IN APPROXIMATEwork without an approved permit on-hand.
NUMERICAL ORDER IN TIE BACK OF 18. A sewer extensionpermit with DIR is required for this project Contractor shall not commence work without an approved permit on-hand.
i THE CONTRACT DRAWINGS ON THE D•DRAWINGS. q P le pp
\ IIEI/�yy/, REVISION DATE BY DATE January 24,2024
8 ,c EB • GREEN ENGINEERING INDEX GENERAL GRAPHIC SCALE CLIENT CODE: WILSO
3, =•:oQOE SEAL 4:.:.1*E CITY OF WILSON I JOB NUMBER: 23-074
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT FIELD BOOK:XXX
a 022594 • = CADFILE:23074-PH2 B.dwg
n •
= NORTH CAROLINA FIRM LICENSE:P-0115 NOTES AND ASCII FILE:
i �'f•NQINE�a'\N"iI' 303 GOLDSBORO STREET EAST, P.O.BOX 609 WILSON,N.C.27893 UPPER BLOOMERY SWAMP SEWER IMPROVEMENTS LAST MODIFIED:24-Jan-24
/9/(III 1iW N TEL[phone] FAX[phone] [e-mail] to BY: JLM
ABBREVIATIONS
/-Z'{-toty WILSON COUNTY NORTH CAROLINA SHEET NO. 2 OF 18
50-024

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\ I I GENERAL
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r \ / \ ' , �_� r / 1. COVER SHEET
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r4. EROSION CONOVERALL PLAN
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r • .::i:::i:: : )/ t �� •. - '.:{ • PLAN&PROFILE PH 2B(9+11.90 TO 14+00)
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PLAN&PROFILE PH 2B(28+00 TO 42+00)
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�O I, .• /' I PLAN&PROFILE PH 2B(42+00 TO 56+00)
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PLAN&PROFILE PH 2B(56+00 TO 69+00)
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\ / \ ° PLAN&PROFILE PH 2B(69+00 TO 75+00)
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` 11. BLOOMERY PLAN&PROFILE MP PH 2B(75+00 TO 84+47.93)
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2 ;tX108 REVISION DATE BY DATE, January 22,2024
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FSS/•p•.•�.J GREEN ENGINEERING GRAPHIC SCALE CLIENT CODE: WILSO
S = a' SEAL 9r; _ WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
CITY OF WILSON JOB NUMBER: 23-074
FIELD BOOK:XXX
022594 CADFILE:230743H2 B.dwg
NORTH CAROLINA FIRM LICENSE:P-0115 INDEX ASCII FILE:
d` • E. 0 : eao LAST MODIFIED:23-Jan-24 N %F •vGINE�'��\�- 303 GOLDSBORO STREET EAST, P.O.BOX 609 WILSON,N.C.27893 UPPER BLOOMERY SWAMP SEWER IMPROVEMENTS
SCALE IN FEET MODIFIED BY: JLM
i 'i/Fo GR£��L\` TEL[phone] FAX[phone] [e-mail]
I-2N-zo 2`4 WILSON COUNTY NORTH CAROLINA SHEET Na 3 of 18
50-024

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INSTALL TEMPORARY STONE CONSTRUCTION ENTRANCE \ +��! �. • • • 7,
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TO EXISTING EASEMENT FOR CONSTRUCTION PURPOSE •
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INSTALL PROJECT RECORDS/PERMITS I II / �`+ /r /
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EROSION CONTROL CONSTRUCTION SEQUENCE (GRAVITY SEWER MAINS)
I. OBTAIN GRADING PERMIT PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR SHALL WRIST LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUOTION OF PROJECT. CONTACT NORTH CAROANA B11(NCB11).
3. CONTRACTOR SHALL INSTALL PROJECT CONSTRUCTOR BOX TO HOLD ASSOCIATED PERMITS AND INSTALL/MOUNT PROJECT RAIN GAUGE NEARBY. PER NPDES REQUIREMENTS,THE RAIN GAUGE.SERF-INSPECTIONS 12 !� C
RECORDS,EROSION CONTROL PLAN,APPROVED EROSION CONTROL PERMIT a OR CERTIFICATE CrCF COVERAGE(CDC)ARE REQUIRED TO BE MAINTAINED AT THIS LOCATOR AND ACSSBLE AT ALL TIMES F INSPECTION. TOTAL AREA OF DISTURBANCE = ACRES
THESE ITEMS ARE TO BE PUCE°IN THE PERMITS BOX LOCATION NEAR THE PROJECT ENTRANCE AS REFLECTED ON THIS SHEET AND SHEET 5 Cr 18.
a EROSION AND SEDIMENTATION A. StrucLral Practices 2. Tail Ditches shall be stabilized immediately following unfavorable working condition.
4. CONTRACTOR SHALL MAINTAIN AN ACTNTY LOG CONCERNING GRADING OPERAtIGIS.MHIC H INCLUDES TRENCHING AND EROSION CONTROL MEASURES AND RECORDING RAINFALL DATA. THE OWNERS INSPECTOR OR CONTROL NARRATIVE 1. The contractor is responsible for securing a material their construction.As an alternate,rock check dams
gi PROJECT RSPRESENTATVE SHALL FILL OUT THE SHE-INSPECTION FORM FOR THE PROJECT,WHICH IS TO REMAIN CAI PROJECT SITE AT ALL TIMES, la down end stockpile storage area fox this contract. 5. Before mulch Is applied,the Contractor shall remove V. OWNERS ADDRESS LEGEND
y p g may be provided at their outlets and/or the terminal and dlSpOsrr of all exposed stones in excess of one
•ma, 5. CONTRACTOR SHALL ATTEND A PRECONSTRUCTON CONFERENCE WITH ALL INTERESTED PARTIES IN ATTENDANCE(CITY OF NILSON,CONTRACTOR,NOlEO,DUKE ENERGY,ETC.) As such,the contractor is responsible for the downstream end of disturbance until ground Cover Is Inch in diameter and all roots or other debris which City of Wilson
I. PROJECT DESCRIPTION necessary erosion control measures,Including but not Implemented.
® purpose of project for lace necessarily limited to,a construction entrance,sin prevent proper contact of the mulch with the SOP Dept Engineering LIMITS OF DISTURBANCE
6. CONTACT THE OWNER AND NCDEO A MINIMUM OF 18 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT. The pose O proj¢L replace a y P W Public Works/En
approximately 7,560 linear feet of 24"diameter fence,protection of streams/buffers.clean up and 3. Stock pile and/or waste areas must be maintained Segregation of exposed stone under one inch shall be
]. INSTALL PERIMETER EROSION CONTROL DEVICES FIRST INSTALL TEMPORARY STONE CONSTRUCTION ENTRANCES,SILT FENCING,SILT FENCE OUTLETS,ROCK CHECK DAMS,SILT WATTLES,FILTER BERMS OR OTHER within the limits of the areas protected by the avoided and,if found dispersed or disposed of at the
Gravity Sewer Mains and 23 manholes adjacent to restoration of site to the satisfaction of both the owner Attn:Kyle Manning,PE
MEASURES AS SHOWN CR THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. INSTALL TIMBER MATS AS NEEDED IF NECESSARY TO PROVIDE ACCESS ALONG EXISTING UTILITY EASEMENTS, proposed measures and otherwise temporarily direction Of the Engineer. • • • SILT FENCE
Bloomery Swamp,near Airport Boulevard(SR 1158). and the DEMLR,Land Quality Section. Asst.Director of Public Works/
seeded ifto be left stockpiled over 14 days. �� DEWATERING SILT BAG
8 STOCKPILES,LAYDOMN CR WASTE AREAS,CONCRETE WASHOUTS,PORTABLE TOILETS,AND FUELS MUST BE LOCATED AT LEAST 50 FEET AWAY FROM ANY OPEN WATER CONVEYANCES,SUCHAS BASINS,DITCHES,STORM Approximately 12 acres will be disturbed during City Vehicle wheels shell be Dean when leaving the site W Clty Engineer SILT FENCE OUTLET
DRAIN INLETS,ETC. TIE LOCATOR OF THESE ACTUATES MAY BE HELD ADJUSTED IF THE DISTANCE REQUIREMENTS ARE MET. construction.All the work will be within an collating 4. Construction shall be planned so that grading F. Maintenance -~-
.t sewer easement with an additional10'tempora prevent the tracking of mud on paved roads. 112GoldsboroSbeetEest (USE AT LOW SPOTS ALONG ® CONCRETE WASHOUT
9. BEGIN CLEARING A GRUBBING ACTNTES ONLY MERE REQUIRED. ALL SHORN DRAINAGE STRUCTURES PEGEINNC STD/WATER RUNOFF ETHER FROM OR THROUGH THE PROJECT AREA SHALL BE PROTECTED SIGH THAT temporary operations can begin and end as quickly as possible. 1. Reseed and mulch bare spots larger than 9 square Wilson,NC 27894
construction easement in specific locations as 3. Construction Road Stabilization:Construction hafic SILT FENCE AS NEEDED)SEDIMENT LADEN RUNOFF DOES NOT ENTER TIES STRUCTURES THIS INCLUDES STREAMS AND DRAINAGE STRUCTURES THROUGH BUFFERED AND WETLAND AREAS. EXISTING CITY OF WKS.ACCESS PUNTS SHALL BE needed. shall be limited to Mabifzed areas.At a minimum,a 5. Silt Fences shall also be installed prior to or as a first feet(limited to 5%maximum of site area.) (252) 296-3416 \^ STAGING AND STOCKPILE
MAINTAINED THROUGHOUT CONSTRUCTION AND ANY AREAS DAMAGED BY CONTRACTOR WORK SHALL BE REPAIRED IMMEDIATELY TO ALLOW CONTINUAL USE BY THE CITY OF WILSON. temporary glace)construction entrance shall be step in construction. 2. Maintain all seeded areas Until uniform stand is C D TEMP. ROCK CHECK DAM _ AREAS AS DESCRIBED
a
IA SPECIAL CARE SHALL BE TAKEN WHEN CROSSING STREAMS MID BUFFERED AREAS TO PREVENT IMPACTS TO THE BEST EXTENT PRACTICABLE. CONTRACTOR SHALL INSTALL SCUD DECK TUBER MATS IN BUFFERED AREAS The pr0(ect Is scheduled to begin construction In July provided at the entrance to the utility access 6. The Contractor shall be responsible for the Installation acceptable.
3 TO PREVENT UNNECESSARY DAMAGE TO THE SUBCRADE OF WETLAND AREAS(REFERENCE DETAIL SHEET D3 OF Fe). CARE SHALL BE TAKEN TO MAINTAIN ACCESS THROUGH EASEMENT WRING CONSTRUCTOR. IF 2024 with project completion and final steblllzatiOn by easement. and maintenance of all erosion and sediment control 3. If growth Is not established by final project Inspection, ----
NECESSARY,TRENCH DEWATERING AND BYPASS PUMPING SETUP CAN BE UTILIZED(REFERENCE DETAIL SHEET 02 OF 18 FOR USE OF BYPASS SETUP AND SILT BAG DEWATERING INSTRUCTGIS). IN ALL CASES, June 2025.The erosion and sediment control 4. Silt Fence:Silt fences shall be provided where shown Practices. continue specified attention until the stand is
CONTRACTOR SHALL DEMISE CARE TO RETURN BUFFERED AREAS WITHIN EXISTING UTILITY EASEMENTS TO PRE-CONSTRUCTION CONDITIONS. program for this project Will include the installation of
silt fence and rock check dams and/or silt wattles,with and as needed on the site plan.These barriers shall acceptable. NEW STABILIZATION TIMEFRAMES
• It. INSTALL SANITARY SEWER MAWS AS SHORN CR DRAWINGS AND DETAILED IN PROJECT SPECIKCATONS. ALL TRENCH DEW/MERINO SHALL BE PERFORMED THROUGH A SILT BAG INSTALLATION RITH FLOATING INTAKE be used to Contain sediment. (EFFECTIVE AUG.3,2011)
REFERENCE SHEET 0-2 OF 22 FOR DETAIL INSTALL CHECK DAMS IMMEDIATELY DOWN GRADE OF CURRENT CONSTRUCTOR AREAS AT THE END OF EACH DAY. temporary seeding and permanent seeding or sodding D. Vegetative Ground Cover 4. Correct and repair all undue settling end erosion
throughout the site. 5. Rip Rep Check Dams:Place stone and finer media to Immediately following grading,all areas shall within 1 year after final Inspection.
• 12. AT THE END CF EACH DAY,ALL TRENCHES SHALL BE BACIIFILLED. LEAVE NO TRENCHES OPEN. CONTRACTOR SHALL PLACE CHECK BANS IN AIL DITCHES DOWNSTREAM OF THE DAYS DISTURBANCE. the dimensions and shape Of existing ditches onsite• receive either permanent Or temporary seeding, 5. Remove from the site,eh erosion control structures SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
II. EXISTING SITE CONDITIONS Silt Wattles may be substituted for Rock Check Dams as applicable,In accordance with the City of after complete stabilization at end of construction
e 13. SILT FENCE SHALL BE PLACED DOWNSTREAM OF DISTURBANCE IN AREAS OF SHEET FLOW AND SPOIL SHALL BE PLACED CS UPSTREAM SIDE OF TRENCH DURING EXCAVATION ACTNTES. The proposed site is Currently urban/developed and where softer measures are desirable,to same effect. Wilson's seeding specification.See Detail period.
6 zoned residential.The entire site drains to the east of 350.01. PERIMETER DIKES,SWALES,DITCHES, 7 DAYS NONE
to. INSTALL ADDITIONAL TEMPORARY CONSTRUCTION ENTRANCES AS REWIRED(AS PHASED)ACCORDING TO THE PROJECT EROSION CONTROL PLAN AND TIE OVERALL CONSTRUCTION SEQUENCE. CONTRACTOR SHALL BE the properly,Bowing LOU BbOmery Swamp,which in 6. Remove silt Flom eedimenl pits antl ham bah nd SLOPED
REQUIRED TO MAINTAIN EACH ENTRANCE ENSURING SEDIMENT DOESN'T TRACE ONTO STREETS AND ROADS. turn flows southward into Contentnea Creek,pert of B. Vegetative Practices check dams when slit is wlihln half depth of the ph or
yU the Nauss River Basin. 1. TemporaryE. Seed Bed Preparation P
V 15. STABILIZE SHE AS AREAS ARE BROUGHT UP TO FINISH GARAGE MTH VEGETATION,TEMPORARY MATTING,DITCH LININGS,ETC,ENSURE SEDIMENT IS CONFINED AND DOES NOT TRAVEL DOWNSTREAM TO STORM DRAINAGE Seeding:All denuded area a!Bless t0 be 1 The soil shall be scarified or otherwise loosened to B spillway.Dispose of in an area Where sin cannot
STRUCTURES OR WATERCOURSES graded during the construction phases that are not to depth of not less than 5lnches except as otherwise re-enter pit/trap. 40 ,41 HIGH QUALITY WATER(HQW)ZONES 7 DAYS NONE '
0 III. ADJACENT PROPERTY be brought to final grade within 7 days shall receive directed by the Engineer.Clods shall be broken and
IS. INSPECT ALL EROSION CONTROL MEASURES AFTER EACH SIGNIFICANT RAINFALL EVENT(GREATER THAN 0.25"RAINFALL)AND MAKE REPAIRS AS NECESSARY TO ENSURE COMPLIANCE All adjacent properly lines and property Owners are temporary seeding within 7 days of completing initial 7. Place rock from rock check dams and grevel/rip rep
plan. earthwork.Graded slopes and fills shall receive the top three inches Cl soil shall be workedIIIinto an filter basins in ditch line as armor protection.Do not
shown on the site a
17. ANY DITCHES ERODED OR SCOURED AS A RESULT OF CONSTRUCTOR SHALL BE RESTORED TO ORIGINAL FORM,REINFORCED WON SUITABLE RECP OR IF NECESSARY,STONE LINING,AND SEEDED APPROPRIATELY. temporaryacceptable seedbed by the use of soil pulverizers, dispose of rock.All Stone afmOr protection Is to fit
or permanent seeding within the required drags,or harrows. contour of channel.Do not dump but hentlspreatl. SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR LESS IN LENGTH AND
IS. ANY STREAMS CROSSED BY CONSTRUCTION ACTVITES OR ALLOWED TO BE DISTURBED BY SANITARY SEWER REPLACEMENT ACTIVITIES SHALL BE RESTORED TO ORIGINAL FORM,REINFORCED AS NEEDED,AND RE-SEEDED IV, SOILS calendar tlays after Completion of any phase of ARE STEEPER THAN 2:1,14 DAYS ARE
OR ALLOWED TO RE-STD ROTH ORIGINAL NATIVE WETLAND SPECIES CONTRACTOR SHALL ONLY RE-SEED BUFFERED AREAS MTH NATVE SPECIES. CONTACT LOCAL PLANT NURSERIES FOR SUGC£STONS/SUPPORT. The soils at this slle are malnly sandy loam with Bibb grading In accordance with the stabilization then. 2. On 2:1 slopes a seedbed preparation will be required ALLOWED
(Bb)and Tomoeey(T1)as the predominant types. Temporary seeding shall also be used to stabilize that is the same depth as that required on flatter G. Calculations
19. MIEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY,CALL FCR INSPECTION BY ENVIRONMENTAL INSPECTOR. finished grade areas If the time Of year is Outside the areas,although the degree Of smoothness may be The practice utilized far the I�
V. EROSION AND SEDIMENT CONTROL MEASURES specified permanent seeding periods.Temporary reduced from that required on the flatter areas. pre proposed site did I \ SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN
o° DO, IF SITE IS APPROVED,REMOVE TEMPORARY°IVERSONS,SILT FENCING AND OUFETS„FILTER BERMS ETC.,AND SEED OUT ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES(SUCH All vegetative end structural erosion and sediment seeding shell be in accordance with paragraph V D
not require formal calculations.No calculations LENGTH
�. AS VELOCITY DISSIPATERS)SHOULD BE INSTALLED NOW. cenirol3. Seedbed preparation within two leaf of the edge of have been provided.
pre5001 shall di constructed and maintained below.
S by the Contractor according to these plans and any pavement shall be limited to a depth of two to F�.�
2i. WHEN VEGETATION HAS BECOME ESTABLISHED,CALL FOR FINAL UPON INSPECTION BY ENVIRONMENTAL INSPECTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE UNTIL BOW GROWTH IS ACIIIEVED,OR THE PROJECT specifications and the minimum standards of the three inches. " -\ALL OTHER AREAS WITH SLOPES 14 DAYS NONE,EXCEPT FOR PERMIETERS AND HOW
SITE IS RELEASED BY THE CITY Cr NILSOi AND TIE NWEQ, FINAL INSPECTOR. FLATTER THAN 4:1
DEMLR,Land Quality Section.The Contractor shall C. Management Strategies 4. The preparation of seedbeds shall not be done when ZONES
O 22 MIEN THE PROJECT IS COMPLETE,THE PERMITIEE SHALL CONTACT NCGELLR TO CLOSE OUT TIE E@SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT,VIA INSPECTION REPORT,TINE also follow any additional requirements as outlined by 1. Perimeter measures are to be Installed prior to the soil is frozen,extremely wet,or when the
D) PFRMITIEE SHALL VISIT deq.nc.gov/NCOO TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION(e-NOT). A$100 ANNUAL GENERAL PERMIT FEE RILL BE CHARGED UNRL TIE a-NOT HAS BEEN HUM OUT. the Project Engineer. grubbing O grading. Engineer determines that It is in an otherwise
N
2
\\\11 IIll1// I REVISION DATE BY DATE. Apr110,2024
�• SS GREEN ENGINEERING GRAPHIC SCALE CLIENT CODE: WILSO
i •• rQ. JOB NUMBER: 23-074
- :a SEA(- - WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT CITY O WILSON EROSION CONTROL FIELD BOOK:XXX
"*..7: - -
n a 022594 ASCII ILE' a�Hz e.dwg
•4, tQ-4.„: NORTH CAROLINA FIRM LICENSE:P-0115 0 300 600 ASCII FILE:
i %*°1:rG1NEG... 303 GOLDSBORO STREET EAST, P.O.BOX 609 WILSON,N.C.27893 UPPER BLOOMERY SWAMP SEWER IMPROVEMENTS OVERALL LAST MODIFIED: 10-Apr-24
SCALE IN FEET MODIFIED BY: JLM
• ///"/1/1111 Y' TEL[phone] FAX[phone] [e-mail]
-/v-ZOZ1 . WILSON COUNTY NORTH CAROLINA airra. 4 OF 18
50-024