20201434 Ver 2_July 2022 Design Drawings_210 WWTF_Johnston County_20220815

210 WASTEWATER
TREATMENT FACILITY
�1 II
pr-
NC HWY 210
MATCHLINE - SEE ABOVE
30" EFFLUENT
FORCE MAIN
30" EFFLUENT
FORCE MAIN
GALILEE RD (SR 1341)
BLACK CREEK RD (SR 1162)
KEY MAP
SCALE: 1" = 400'
KEY MAP
SCALE: 1" = 400'
-
P19
ACCESS ROAD
30" EFFLUENT
FORCE MAIN
CASCADE
AERATOR
DECHLORINATION
FACILITY
48" EFFLUENT
FORCE MAIN
/ z
EFFLUENT OUTLET
STRUCTURE
N
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
CIVIL
PLAN AND PROFILE SHEET KEY MAP
DATE: 2022
HAZEN NO.:
30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING 11
IS NOT TO FULL SCALE
C1

GENERAL NOTES:
SEEDING SCHEDULE
1. SITE INFORMATION HAS BEEN PROVIDED BY SITE SURVEY, TITLED
"JOHNSON COUNTY WWTP SMITHFIELD, NC" DATED FEBRUARY 6, 2019.
SURVEY PROVIDED BY:
JOYNER KEENY, PLLC
230 DONALDSON STREET, SUITE - 500A
FAYETTEVILLE, NC 28301
[phone]
2. SURVEY IS BASED ON NAD 83 HORIZONTAL POSITION AND NGVD 88
VERTICAL DATUM MAINTAINED BY THE NORTH CAROLINA GEODETIC
SURVEY.
GENERAL EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL SIGN AND IMPLEMENT THE REQUIREMENTS OF THE STATE -APPROVED EROSION
CONTROL & SEDIMENTATION CONTROL PERMIT AND THE NORTH CAROLINA NPDES GENERAL PERMIT
FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. THE CONTRACTOR
SHALL ALSO POST THE APPROVED EROSION & SEDIMENTATION CONTROL PERMIT ON THE JOB SITE AND
SHALL NOTIFY THE NORTH CAROLINA STATE LAND QUALITY SECTION AT [phone] AT LEAST 72
HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES TO SCHEDULE A PRE -CONSTRUCTION
MEETING.
2. THE CONTRACTOR IS ENCOURAGED TO PHASE CONSTRUCTION TO MINIMIZE EXPOSED SOIL AREAS
THROUGHOUT THE PROJECT.
3.
3. THE PROPERTY IS LOCATED OUTSIDE OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN LIMITS AS PER FEDERAL EMERGENCY MANAGEMENT AGENCY
(FEMA) MAPS NUMBER 3720166400K, 3720167400K, AND 3720166200K,
EFFECTIVE JUNE 20, 2018.
4.
4. CONTRACTOR SHALL FIELD VERIFY CONDITIONS BEFORE BEGINNING ANY
CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING
ELEVATIONS AND DIMENSIONS WHERE NEW WORK WILL MATCH EXISTING.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER 5.
IN WRITING FOR RESOLUTION PRIOR TO THE COMMENCEMENT OF WORK.
5. CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS FROM THE
APPROPRIATE AUTHORITIES, DEPARTMENTS, AND/OR AGENCIES HAVING
JURISDICTION PRIOR TO COMMENCING WORK.
6. CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
PAVEMENT, TREES, VEGETATION, STRUCTURES, AND UTILITIES NOT
INDICATED TO BE DEMOLISHED OR REMOVED. ANY DAMAGE TO EXISTING
PAVEMENT, TREES, VEGETATION, STRUCTURES, AND UTILITIES NOT
INDICATED TO BE DEMOLISHED OR REMOVED SHALL BE REPAIRED AT THE
CONTRACTORS EXPENSE.
ALL ONSITE ACTIVITIES SHALL BE MANAGED TO INSURE NO ADVERSE IMPACTS TO WATER QUALITY
OCCUR DURING AND AFTER CONSTRUCTION. THE ACTIVITIES, AS DESCRIBED IN SPECIFICATION
SECTION 31 25 00, AND OTHERS, REQUIRE OVERSIGHT THROUGHOUT THE CONSTRUCTION AND
DEVELOPMENT PROCESS TO ASSURE ALL WATER QUALITY STANDARDS ARE PROTECTED. SEE
SPECIFICATION SECTION 31 25 00 FOR FURTHER REQUIREMENTS.
THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY EROSION CONTROL MEASURES
WHETHER OR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, RIVERS, ROADWAYS, ETC.
FROM SILTATION AND EROSION.
EACH EROSION AND SEDIMENTATION CONTROL MEASURE SHALL BE INSPECTED ON A WEEKLY BASIS
AND WITHIN 24 HOURS FOLLOWING A STORM EVENT GREATER THAN ONE INCH. EACH MEASURE SHALL
BE MAINTAINED AS INDICATED IN SPECIFICATION SECTION 31 25 00, AND RECORD OF ALL
MAINTENANCE/REPAIR KEPT IN THE ON -SITE SWPPP.
6. ALL EXCESS SOIL RESULTING FROM EARTHWORK OPERATIONS NECESSARY FOR INSTALLATION OF PIPE
SHALL BE STOCKPILED ON SITE OR REMOVED FROM SITE BY CONTRACTOR. ALL ONSITE SOIL
STOCKLILE AREAS SHALL BE WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE DRAWINGS.
PERMIMETER SILT FENCE SHALL BE INSTALLED AROUND STOCKPILES AND, IF THEY WILL REMAIN
UNDISTURBED FOR MORE THAN 14 DAYS, SHALL BE TEMPORARILY SEEDED IN ACCORDANCE WITH
SEEDING SCHEDULE. ANY SOIL TAKEN OFFSITE BECOMES THE CONTRACTOR'S RESPONSIBILITY AND
SHALL BE DISPOSED OF AT LOCATIONS WITH REQUIRED STATE AND LOCAL PERMITS.
7.
7. UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEY INFORMATION. IT
IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION
AND TO AVOID DAMAGE TO THEM. THE CONTRACTOR SHALL CONTACT THE
NORTH CAROLINA ONE CALL SYSTEM AT PHONE NUMBER 1-800-632-4949,
811, OR NC811.ORG TO REQUEST UNDERGROUND UTILITY LOCATION AT
LEAST TWO (2) WORKING DAYS, BUT NO MORE THAN TEN (10) WORKING
DAYS PRIOR TO BEGINNING EXCAVATION, INCLUDING SOIL DRILLING. THE
CONTRACTOR SHALL ALSO CONTACT AND REQUEST UTILITY LOCATION
MARK -OUT FROM BURIED UTILITY OWNERS WITH UTILITIES ON THE
PROJECT SITE.
8. WHERE PROPOSED WORK IS IN THE VICINITY OF UTILITY POLES, SUCH
THAT SUPPORT OF THE POLE(S) WILL BE REQUIRED, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR NOTIFYING THE UTILITY OF THE WORK. IT
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH
THE UTILITY FOR SUPPORT OF THE POLE.
9. WHERE OVERHEAD POWER LINES ARE PRESENT, CONTRACTOR MUST
CONTACT THE UTILITY PRIOR TO CONSTRUCTION ACTIVITIES TO
DETERMINE THE MINIMUM REQUIRED EQUIPMENT CLEARANCE (MEC)
DISTANCE BASED UPON LINE STRENGTH.
10. DURING EXCAVATION AND PLACEMENT OF UTILITIES THE CONTRACTOR
SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS AND SHALL
SUBMIT TO THE ENGINEER FOR REVIEW SHEET PILING, SHORING AND/OR
BRACING DESIGNS, PREPARED BY A PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF NORTH CAROLINA, AS MAY BE NECESSARY
TO COMPLY WITH THESE REGULATIONS.
11. GROUNDWATER FROM ALL DEWATERING OPERATIONS SHALL BE
DISCHARGED THROUGH A SEDIMENT FILTERING DEVICE TO AN
ENVIRONMENTALLY ACCEPTABLE LOCATION IN ACCORDANCE WITH STATE
REGULATION, THE CONTRACT DOCUMENTS, OR AS DIRECTED BY THE
ENGINEER.
12. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS
GENERATED DURING THE PROJECT OFF SITE AT A PROPERLY PERMITTED
DISPOSAL FACILITY.
13. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE AND MAINTAIN ALL
PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF
REFERENCE AND CONSTRUCTION STAKES. A LAND SURVEYOR REGISTERED
IN THE STATE OF NORTH CAROLINA SHALL, AT THE CONTRACTORS
EXPENSE, REPLACE ANY PROPERTY IRONS, MONUMENTS, AND OTHER
PERMANENT POINTS OF REFERENCE DAMAGED, MOVED, OR DESTROYED
BY THE CONTRACTOR.
8.
9.
ALL DEWATERING FROM CONSTRUCTION ACTIVITIES AND ANY ASSOCIATED PIPELINE EXCAVATIONS
SHALL BE ROUTED TO FILTER BAG FOR TREATMENT. ALL FILTER BAGS SHALL BE APPROPRIATELY SIZED
FOR DEWATERED FLOW AND SUBMITTED FOR ENGINEERS APPROVAL. ALL FILTER BAGS SHALL BE
INSTALLED ON A A LAYER OF NO. 57 STONE, AS ILLUSTRATED IN STANDARD DETAIL 3/CD4. EFFLUENT
FROM FILTER BAG MAY DISCHARGE TO EXISTING STORM DRAIN SYSTEM.
ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES.
ONLY THE LENGTH OF TRENCH IN WHICH PIPE CAN BE INSTALLED IN ONE DAYS TIME SHALL BE OPEN AT
ANY TIME, WITH SPOIL MATERIAL PLACED ON THE UPHILL SIDE OF THE TRENCH. PIPING SHALL BE
CAPPED AT THE END OF EACH WORK DAY TO PREVENT SEDIMENT FROM ENTERING PIPE. TRENCH SHALL
BE BACKFILLED AT END OF EACH WORK DAY AND DISTURBED AREA SEEDED WITH TEMPORARY SEEDING
MEASURES, AS APPROPRIATE.
THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT REQUIRES PERSONS RESPONSIBLE
FOR LAND DISTURBING ACTIVITIES TO INSPECT THE PROJECT AFTER EACH PHASE OF CONSTRUCTION
TO MAKE SURE THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED, AS
ORIGINALLY APPROVED. THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF
MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE
CONTRACTOR SHALL COMPLETE THE SELF INSPECTION FORM PROVIDED IN SPECIFICATION SECTION 31
25 00 AS A PART OF THE SELF INSPECTION PROGRAM. ADDITIONAL SELF -INSPECTION REPORT FORMS
ARE LOCATED AS EXCEL SPREADSHEETS AT HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION.
10. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE,
PERMANENT VEGETATION IS ESTABLISHED ON ALL DISTURBED AREAS AND APPROVAL BY NCDENR LAND
QUALITY AND ENGINEER IS GIVEN. SEDIMENT TRAPS/BASINS AND EXCAVATED DROP INLETS SHALL BE
COMPLETELY DEWATERED BY PUMPING ANY WATER THROUGH A SEDIMENT BAG AS PER STANDARD
DETAIL 0227038. AREAS WHERE EROSION AND SEDIMENTATION CONTROL MEASURES ARE REMOVED
SHALL BE REGRADED AND SEEDED TO MATCH ORIGINAL SITE CONDITIONS.
11.
ALL CUT SLOPES SHALL BE NO STEEPER THAN 11/2:1 WITHOUT PROVIDING EXCAVATION SUPPORT AND
SHALL BE STABILIZED IMMEDIATELY AFTER GRADING WITH AN ADEQUATE ROLLED EROSION CONTROL
PRODUCT (RECP). ALL FILL SLOPES SHALL BE LIMITED TO A SLOPE OF 2:1 OR FLATTER AND SHALL BE
TRACKED AND IMMEDIATELY STABILIZED AFTER GRADING WITH AN ADEQUATE RECP. RECP SHALL BE
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NC ESCPDM PRACTICE
STANDARDS AND SPECIFICATION 6.17.
12. CONCRETE DUST/WASTE/WASTEWATER MUST NOT BE RELEASED TO THE STORM DRAIN OR OFF -SITE.
ALL SEDIMENT MUST BE CLEANED OFF THE ROADWAY BY DRY SWEEPING METHODS ONLY. WATER MUST
NOT BE USED TO WASH SEDIMENT OFF OF ROADS, DRIVEWAYS, OR PARKING LOTS. CONTRACTOR TO
USE CONCRETE WASHOUT DEVICE FOR ALL CONCRETE WASHOUT ON SITE.
SYMBOLS
•
Niezel
SFRpF
TEL PED
POWER POLE
BENCHMARK
SEDIMENT FILTER BAG
FIBER FILTRATION TUBE
SILT FENCE OUTLET
INLET PROTECTION
GRAVEL CONSTRUCTION
ENTRANCE
SILT FENCE/ TREE
PROTECTION FENCE
LOD-
1i
LIMITS OF DISTURBANCE
RECM SLOPE/CHANNEL MATTING
RIPRAP APRON
GRAVEL AND RIPRAP
FILTER BERM
NEW
APPLICATION RATES IN POUNDS/ACRE
SEED***
MIXTURE
PLANTING
SEASON
LIME*
FERTILIZER*
STRAW
MULCH*
TOPDRESSING
(LB/AC)*
COMMENTS
P
FEB 15-APRIL 30
SEPT 1-OCT. 31
4000
1000
4000
1000 OF
10-10-10
60 OF NITROGEN
PREFERRED PLANTING
SEASON IS SEPT 1 -
Sept. 30 AND FEB. 15
- MARCH 30
TW
JAN 1-MAY 1
2000
750
4000
OVERSEED WITH TYPE P
SEED MIXTURE DURING
NEXT PLANTING SEASON
TS
MAY 1-
AUGUST 15
2000
750
4000
OVERSEED WITH TYPE P
SEED MIXTURE DURING
NEXT PLANTING SEASON
TF
AUG 15-DEC 30
2000
1,000
4000
50 OF
NITROGEN IN
MARCH
SEMIXTUREEED DURINGH APE P
SEED UN
NEXT PLANTING SEASON
RB/WET
DEC 1-MARCH 15
2000
BY> SOIL
4000
2.25
* LIME SHALL BE APPLIED AT A MINIMUM OF 2 TONS PER ACRE WITH 3 TONS PER ACRE IN
CLAY SOILS. APPLICATION RATES AND/OR CHEMICAL ANALYSIS SHALL BE CONFIRMED
OR ESTABLISHED BY SOIL TEST. TACK MULCH BY APPLYING AT 0.10 GAL/YD2
** FERTILIZER SHALL BE PER FIELD SOIL TEST.
*** SEED MIXTURES TO BE USED ON THE PROJECT SHALL BE AS FOLLOWS:
P - PERMANENT SEEDING (LB/AC)
150 KENTUCKY 31 (25 GERMAN MILLET IN MAY, 25 HYBRID RYE IN NOV.)
TF - TEMPORARY FALL SEEDING (LB/AC) 120 HYBRID RYE
TS - TEMPORARY SUMMER SEEDING (LB/AC) 40 GERMAN PEARL OR BROWN TOP MILLET
TW - TEMPORARY WINTER SEEDING (LB/AC) 120 HYBRID RYE 50 GERMAN MILLET
RB/WET - RIPARIAN BUFFER/WETLAND SEEDING (LB/AC)
10 SWITCHGRASS (PANICUM VIRGATUM/ CARTHAGE), 7 BROWNTOP MILLET, 5 HYBRID RYE, 3 GERMAN MILLET
NOTES:
1. LIME AND FERTILIZER ARE TO BE DISKED INTO THE SOIL SURFACE TO A MINIMUM DEPTH OF 4 INCHES.
2. APPLY 4,000 LB/AC GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.
3. ANCHOR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GALLONS/ACRE.
4. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE
5. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY
SEED BED PREPARATION
1. PREPARE ALL AREAS TO RECEIVE TEMPORARY OR PERMANENT SEEDING MEASURES PRIOR TO PLANTING.
2. TOPSOIL SHALL BE PLACED IN AREAS TO BE SEEDED AND ROUGHENED WITH TRACKED EQUIPMENT OR OTHER SUITABLE
MATERIALS. SLOPES STEEPER THAN 3:1 MAY BE ROUGHENED BY GROOVING, FURROWING, TRACKING, OR STAIRSTEP
GRADING. SLOPES FLATTER THAN 3:1 SHOULD BE GROOVED BY DISKING HARROWING, RAKING, OPERATING PLANTING
EQUIPMENT ON THE CONTOUR.
3. SOIL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, LIME AND FERTILIZER SHALL BE SPREAD AS NECESSARY,
AND AT THE RATES SHOWN IN THE SEEDING SCHEDULE. SEEDING SHALL BE AS PER TYPE AND RATES SHOWN
IN THE SEEDING SCHEDULE. SEED SHALL BE BROADCAST AS SOON AS POSSIBLE FOLLOWING ROUGHENING,
BEFORE SURFACE HAS BEEN SEALED BY RAINFALL.
Noes sarmeler Discharge emnfar Co"mructio,.".cmes 0E601) NCOENnmNsw,mwalerP lty
NEW STABILIZATION TIMEFRAMES
Woe.. Atm.;2a11)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
OPerimeter dikes, swales, ditches, slopes
7 days
None
6^.q X High duality Water (HOW) Zones
7 days
None
N slopes steeper than 0:1
7days
It alpces are to or less in length and are
not steeper Man 2:1,14 days are allowed.
slopesa:1 or flatter
14 days
7 days for slopes greater Man 50' in length.
I�
All omer areas with slopes flatter than 9:1
19 days
None, except for perimeters and H Wl Zones.
EROSION CONTROL SEQUENCE OF CONSTRUCTION:
1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE
ANY LAND DISTURBING ACTIVITY OCCURS. THE COC CAN BE OBTAINED BY SUBMITTING THE NOTICE OF INTENT (e-NOI)
FORM AT deg.nc.gov/NCG01. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON
SITE AND ACCESSIBLE DURING CONSTRUCTION.
2. CONTRACTOR SHALL CONTACT THE DEMLR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING THE
LAND -DISTURBING ACTIVITY. THE CONTACT NUMBER IS [phone].
3. NO CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL ALL PERMITS ARE OBTAINED TEMPORARY
SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
4. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE CONTRACTOR SHALL INSTALL ALL TEMPORARY PERIMETER EROSION
CONTROL MEASURES, AS INDICATED ON THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL SPECIFICALLY INSTALL
THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, SILT FENCE, YARD/CURB INLET PROTECTION, HORSESHOE INLET
PROTECTION AND FIBER FILTRATION TUBE (FFT) CHECK DAMS, WHERE APPLICABLE. CLEARING AND GRUBBING SHALL BE
RESTRICTED TO ONLY THE AREAS NEEDED TO INSTALL EROSION CONTROL MEASURES AT THIS PHASE OF CONSTRUCTION.
5. ONCE ALL TEMPORARY PERIMETER EROSION CONTROL MEASURES HAVE BEEN INSTALLED, CONTRACTOR SHALL INSTALL
CONSTRUCTION ENTRANCE TO ALLOW ACCESS TO CONSTRUCTION AREAS. GRADING, EXCAVATION, AND CONSTRUCTION
ACTIVITIES MAY BEGIN.
6. FOLLOWING THE INSTALLATION OF ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES, THE
CONTRACTOR MAY BEGIN CONSTRUCTION ACTIVITIES. ALL STRIPPED TOPSOIL SHALL BE STOCKPILED IN THE
DESIGNATED STOCKPILE/LAYDOWN AREAS AND TEMPORARY SEEDING MEASURES SHOULD BE EMPLOYED THROUGHOUT
CONSTRUCTION. STOCKPILE LOCATIONS SHALL REMAIN MORE THAN 50 FT FROM STORM DRAINS AND/OR STREAMS.
EARTHWORK, STORAGE OF MATERIAL, ETC IS PROHIBITED OUTSIDE THE DESIGNATED LIMITS OF DISTURBANCE.
7. SEE DETAIL 1/CD4 FOR STREAM CROSSING CONSTRUCTION SEQUENCE. ONCE PUMP AROUND MEASURES AND EROSION
CONTROL MEASURES ARE IN PLACE CONTRACTOR MAY BEING PIPE INSTALLATION. CONTRACTOR SHALL CONTINUOUSLY
MAINTAIN EROSION CONTROL MEASURES TO MINIMIZE DISTURBANCE. STREAMBANK SHALL BE RESTORED AND
STABILIZED WITHIN 48 HOURS AS PER DETAIL 2/CD4.
8. ALL DEWATERING FLOWS RESULTING FROM CONSTRUCTION EXCAVATION, ETC. SHALL PASS THROUGH A SILT BAG OR
OTHER APPROVED DEWATERING DEVICE AS NOTED IN OVERALL EROSION AND SEDIMENT CONTROL NOTES. NO
DEWATERING FLOW SHALL BE DISCHARGED DIRECTLY TO GRADE WITHOUT TREATMENT.
9. TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES ON
ANY AREA WHICH WILL REMAIN UNDISTURBED FOR MORE THAN 7 WORKING DAYS OR 14 CALENDAR DAYS, WHICHEVER IS
SHORTER. ALL SLOPES STEEPER THAN 3H:1V SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 7 CALENDAR DAYS.
ALL OTHER SLOPES OF 3H:1V OR FLATTER, EXCEPT THOSE GREATER THAN 50 FT IN LENGTH, SHALL BE PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR OTHER STRUCTURES SUFFICIENT TO RESTRAIN EROSION
WITHIN 14 CALENDAR DAYS.
10. PERMANENT SEEDING SHALL BE INSTALLED, WITHIN THE PROPER SEASON, FOR ALL AREAS REACHING FINAL GRADE
WHICH WILL NOT BE DISTURBED AGAIN. TEMPORARY SEEDING SHALL BE USED UNTIL THE PROPER SEASON IS REACHED.
11. UPON COMPLETION OF BACKFILLING, PERMANENT STRUCTURAL OR VEGETATIVE STABILIZATION SHALL BE ESTABLISHED.
12. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED OR REPLACED AS NECESSARY
THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES AND THE SITE HAS BEEN PERMANENTLY STABILIZED WITH
STRUCTURAL AND/OR PERMANENT VEGETATIVE MEASURES.
13. CONTRACTOR SHALL PERFORM SITE INSPECTION AND MAINTENANCE ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24
HOURS AFTER ANY STORM EVENT GREATER THAN ONE INCH OF RAIN PER 24 HOUR PERIOD.
14. THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL MEASURES AND
COMPLETE THE FOLLOWING COMBINED SELF -INSPECTION FORM FOUND ON THE DEMLR WEBSITE
(http://deq.nc.gov//about/energy-mineral-land-resources/erosion-sediment-control/forms). COMPLETE INSPECTION FORMS
SHALL BE KEPT ON -SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A
PERMITS BOX.
15. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&S PLAN. AFTER DEMLR
INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT
deq.nc.gov/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). A $100 ANNUAL GENERAL PERMIT FEE
WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT.
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION
OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE
WEEKLY SELF MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS
OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE
OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH THE
NCGS 113A 54.1 AND 15A NCAC 4B.0131. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL
SPREADSHEET FROM HTTP://W W W.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML. IF YOU HAVE ANY
QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT [phone].
LEGEND
DEMO EXISTING
NEW
EXISTING
NEW
DEMO
EXISTING
ABBREVIATIONS
BUILDING/STRUCTURE
BITUMINOUS PAVEMENT
CONCRETE PAD/PAVING
GRAVEL ROADWAY
100 YEAR FLOOD ELEV
++++++++1 FLOODWAY AREA
WETLAND
(RESET/NEW)
11
(x 302.00)
x FENCE
CONCRETE SIDEWALK
CONTOUR
302.00
SPOT ELEVATION
PROPERTY LINE
DRAINAGE ARROW
100 YEAR FLOOD ELEV
FLOODWAY AREA
rWYYY-y'yl
•
•
1
1
APPROXIMATE WOODLINE
YARD PIPING
MANHOLE
YARD INLET
FLARED END SECTION
STORM DRAIN LINE
EOP EDGE OF PAVEMENT
LOC LIMITS OF CONSTRUCTION
OHE OVERHEAD ELECTRIC
FOC FIBER OPTIC CABLE
LP LIGHT POLE
UGE UNDERGROUND
ELECTRIC
PP POWER POLE
RECM ROLLED EROSION
CONTROL MATTING
G GAS
SS SANITARY SEWER
WAS WASTE ACTIVATED
SLUDGE
W RECLAIMED WATER
W WATER
• PROPERTY LINE
rL CENTER LINE
RS RAW SEWAGE
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
CIVIL
GENERAL NOTES AND LEGEND
DATE: 2022
HAZEN NO.: 30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
C2

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE
WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT
IMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT
IN THE CONSTRUCTION ACTIVITY BEING CONSIDERED COMPLIANT WITH THE GROUND
STABILIZATION AND MATERIALS HANDLING SECTIONS OF NCGO1 CONSTRUCTION
GENERAL PERMIT (SECTIONS E AND F, RESPECTIVELY). THE PERMITTEE SHALL COMPLY
WITH THE EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE DELEGATED
AUTHORITY HAVING JURISDICTION. ALL DETAILS AND SPECIFICATIONS SHOWN ON THIS
SHEET MAY NOT APPLY DEPENDING ON SITE CONDITIONS AND THE DELEGATED
AUTHORITY HAVING JURISDICTION.
SECTION E: GROUND STABILIZATION
REQUIRED GROUND STABILIZATION TIMEFRAMES
STABILIZE WITHIN THIS
SITE AREA DESCRIPTION
MANY CALENDAR DAYS
AFTER CEASING LAND
TIME FRAME VARIATIONS
DISTURBANCE
(A) PERIMETER DIKES,
SWALES, DITCHES, AND
7
NONE
PERIMETER SLOPES
(B) HIGH WATER QUALITY
NONE
(HQW) ZONES
7
(C) SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
LENGTH AND ARE NOT STEEPER
7
THAN 2:1, 14 DAYS ARE
ALLOWED
-7 DAYS FOR SLOPES GREATER
THAN 50' IN LENGTH AND WITH
(D) SLOPES 3:1 TO 4:1
SLOPES STEEPER THAN 4:1
14
-7 DAYS FOR PERIMETER DIKES,
SWALES, DITCHES, PERIMETER
SLOPES AND HQW ZONES
-10 DAYS FOR FALLS LAKE
WATERSHED
-7 DAYS FOR PERIMETER DIKES,
SWALES, DITCHES, PERIMETER
(E)AREAS WITH SLOPES
SLOPES, AND HQW ZONES
DAYS FOR FALLS LAKE
FLATTER THAN 4:1
14
-10
WATERSHED UNLESS THERE IS
ZERO SLOPE
NOTE: AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES, ANY AREAS
WITH TEMPORARY GROUND STABILIZATION SHALL BE CONVERTED TO PERMANENT
GROUND STABILIZATION AS SOON AS PRACTICABLE BUT IN NO CASE LONGER THAN 90
CALENDAR DAYS AFTER THE LAST LAND DISTURBING ACTIVITY. TEMPORARY GROUND
STABILIZATION SHALL BE MAINTAINED IN A MANNER TO RENDER THE SURFACE STABLE
AGAINST ACCELERATED EROSION UNTIL PERMANENT GROUND STABILIZATION IS
ACHIEVED.
GROUND STABILIZATION SPECIFICATION
STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL.
USE ONE OF THE TECHNIQUES IN THE TABLE BELOW:
TEMPORARY STABILIZATION
PERMANENT STABILIZATION
• TEMPORARY GRASS SEED COVERED
• PERMANENT GRASS SEED COVERED WITH
WITH STRAW OR OTHER MULCHES AND
STRAW OR OTHER MULCHES AND
TACKIFIERS
TACKIFIERS
• HYDROSEEDING
• GEOTEXTILE FABRICS SUCH AS
• ROLLED EROSION CONTROL PRODUCTS
PERMANENT SOIL REINFORCEMENT
WITH OR WITHOUT TEMPORARY GRASS
MATTING
SEED
• HYDROSEEDING
• APPROPRIATELY APPLIED STRAW OR
• SHRUBS OR OTHER PERMANENT
OTHER MULCH
PLANTINGS COVERED WITH MULCH
• PLASTIC SHEETING
• UNIFORM AND EVENLY DISTRIBUTED
GROUND COVER SUFFICIENT TO RESTRAIN
EROSION
• STRUCTURAL METHODS SUCH AS
CONCRETE, ASPHALT OR RETAINING
WALLS
• ROLLED EROSION CONTROL PRODUCTS
W
WITH GRASS SEED
EQUIPMENT AND VEHICLE MAINTENANCE
1. MAINTAIN VEHICLES AND EQUIPMENT TO PREVENT DISCHARGE OF FLUIDS.
2. PROVIDE DRIP PANS UNDER ANY STORED EQUIPMENT.
3. IDENTIFY LEAKS AND REPAIR AS SOON AS FEASIBLE, OR REMOVE LEAKING
EQUIPMENT FROM THE PROJECT.
4. COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND PROPERLY
DISPOSE AS HAZARDOUS WASTE (RECYCLE WHEN POSSIBLE).
5. REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM SERVICE
UNTIL THE PROBLEM HAS BEEN CORRECTED.
6. BRING USED FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS AND OTHER
PETROLEUM PRODUCTS TO A RECYCLING OR DISPOSAL CENTER THAT HANDLES
THESE MATERIALS.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. NEVER BURY OR BURN WASTE. PLACE LITTER AND DEBRIS IN APPROVED WASTE
CONTAINERS.
2. PROVIDE A SUFFICIENT NUMBER AND SIZE OF WASTE CONTAINERS (E.G
DUMPSTER, TRASH RECEPTACLE) ON SITE TO CONTAIN CONSTRUCTION AND
DOMESTIC WASTES.
3. LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN
INLETS AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE
REASONABLY AVAILABLE.
4. LOCATE WASTE CONTAINERS ON AREAS THAT DO NOT RECEIVE SUBSTANTIAL
AMOUNTS OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN DIRECTLY TO
A STORM DRAIN, STREAM OR WETLAND.
5. COVER WASTE CONTAINERS AT THE END OF EACH WORKDAY AND BEFORE
STORM EVENTS OR PROVIDE SECONDARY CONTAINMENT. REPAIR OR REPLACE
DAMAGED WASTE CONTAINERS.
6. ANCHOR ALL LIGHTWEIGHT ITEMS IN WASTE CONTAINERS DURING TIMES OF HIGH
WINDS.
7. EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW. CLEAN UP
IMMEDIATELY IF CONTAINERS OVERFLOW.
8. DISPOSE WASTE OFF -SITE AT AN APPROVED DISPOSAL FACILITY.
9. ON BUSINESS DAYS, CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED WASTE
CONTAINERS.
PAINT AND OTHER LIQUID WASTE
1. DO NOT DUMP PAINT AND OTHER LIQUID WASTE INTO STORM DRAINS, STREAMS
OR WETLANDS.
2. LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS
AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE REASONABLY
AVAILABLE.
3. CONTAIN LIQUID WASTES IN A CONTROLLED AREA.
4. CONTAINMENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR THE
NEEDS OF SITE.
5. PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND OTHER
LIQUID WASTES FROM CONSTRUCTION SITES.
PORTABLE TOILETS
1. INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST 50 FEET AWAY FROM
STORM DRAINS, STREAMS OR WETLANDS UNLESS THERE IS NO ALTERNATIVE
REASONABLY AVAILABLE. IF 50 FOOT OFFSET IS NOT ATTAINABLE, PROVIDE
RELOCATION OF PORTABLE TOILET BEHIND SILT FENCE OR PLACE ON A GRAVEL
PAD AND SURROUND WITH SAND BAGS.
2. PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS OF
HIGH WINDS OR IN HIGH FOOT TRAFFIC AREAS.
3. MONITOR PORTABLE TOILETS FOR LEAKING AND PROPERLY DISPOSE OF ANY
LEAKED MATERIAL. UTILIZE A LICENSED SANITARY WASTE HAULER TO REMOVE
LEAKING PORTABLE TOILETS AND REPLACE WITH PROPERLY OPERATING UNIT.
EARTHEN STOCKPILE MANAGEMENT
1. SHOW STOCKPILE LOCATIONS ON PLANS. LOCATE EARTHEN -MATERIAL STOCKPILE
AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS, SEDIMENT BASINS,
PERIMETER SEDIMENT CONTROLS AND SURFACE WATERS UNLESS IT CAN BE
SHOWN NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
2. PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH A
MINIMUM OFFSET OF FIVE FEET FROM THE TOE OF STOCKPILE.
3. PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE.
4 STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET AND IN
ACCORDANCE WITH THE APPROVED PLAN AND ANY ADDITIONAL REQUIREMENTS.
SOIL STABILIZATION IS DEFINED AS VEGETATIVE, PHYSICAL OR CHEMICAL
COVERAGE TECHNIQUES THAT WILL RESTRAIN ACCELERATED EROSION ON
DISTURBED SOILS FOR TEMPORARY OR PERMANENT CONTROL NEEDS.
• A
0\ V V /0
0 � � 0
0> <0
u c Aou
▪ A
CONCRETE
WASHOUT
SANDBAGS (TYP.)
OR STAPLES
SILT FENCE
1:1 SIDE
SLOPES (TYP.)
ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER
,i SAND BAGS (TYP.)
OR STAPLES
10 MIL PLASTIC LINING
SECTION A -A
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18" X 24" MIN.)
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF
THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY
MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
10' MIN
A A
B
A A
0\V V/
0 � 0
0> <0
0 = (DD0 0
V V
V V
B
CONCRETE
WASHOUT
HIGH COHESIVE &
LOW FILTRATION
SOIL BERM
03
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18" X 24" MIN.)
PLAN
SECTION B-B
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF
THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING
CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY
MARKED WITH SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
10 MIL PLASTIC
LINING
1:1 SIDE SLOPE
(TYP.)
SANDBAGS (TYP.)
STAPLES
COHESIVE HIGHCOHESIVE &
LOW FILTRATION
SOIL BERM
CONCRETE WASHOUTS
1. DO NOT DISCHARGE CONCRETE OR CEMENT SLURRY FROM THE SITE.
2. DISPOSE OF, OR RECYCLE SETTLED, HARDENED CONCRETE RESIDUE IN ACCORDANCE WITH
LOCAL AND STATE SOLID WASTE REGULATIONS AND AT AN APPROVED FACILITY.
3. MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE ITEM AND IN
ADDITION PLACE THE MIXER AND ASSOCIATED MATERIALS ON IMPERVIOUS BARRIER AND
WITHIN LOT PERIMETER SILT FENCE.
4. INSTALL TEMPORARY CONCRETE WASHOUTS PER LOCAL REQUIREMENTS, WHERE
APPLICABLE. IF AN ALTERNATE METHOD OR PRODUCT IS TO BE USED, CONTACT YOUR
APPROVAL AUTHORITY FOR REVIEW AND APPROVAL. IF LOCAL STANDARD DETAILS ARE NOT
AVAILABLE, USE ONE OF THE TWO TYPES OF TEMPORARY CONCRETE WASHOUTS PROVIDED
ON THIS DETAIL.
5. DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR
SIDEWALK SECTIONS. STORMWATER ACCUMULATED WITHIN THE WASHOUT MAY NOT BE
PUMPED INTO OR DISCHARGED TO THE STORM DRAIN SYSTEM OR RECEIVING SURFACE
WATERS. LIQUID WASTE MUST BE PUMPED OUT AND REMOVED FROM PROJECT.
6. LOCATE WASHOUTS AT LEAST 50 FEET FROM STORM DRAIN INLETS AND SURFACE WATERS
UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE. AT
A MINIMUM, INSTALL PROTECTION OF STORM DRAIN INLET(S) CLOSEST TO THE WASHOUT
WHICH COULD RECEIVE SPILLS OR OVERFLOW.
7. LOCATE WASHOUTS IN AN EASILY ACCESSIBLE AREA, ON LEVEL GROUND AND INSTALL A
STONE ENTRANCE PAD IN FRONT OF THE WASHOUT. ADDITIONAL CONTROLS MAY BE
REQUIRED BY THE APPROVING AUTHORITY.
8. INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT WITHIN THE
PROJECT LIMITS. POST SIGNAGE ON THE WASHOUT ITSELF TO IDENTIFY THIS LOCATION.
9. REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY TO LIMIT
OVERFLOW EVENTS. REPLACE THE TARP, SAND BAGS OR OTHER TEMPORARY STRUCTURAL
COMPONENTS WHEN NO LONGER FUNCTIONAL. WHEN UTILIZING ALTERNATIVE OR
PROPRIETARY PRODUCTS, FOLLOW MANUFACTURERS INSTRUCTIONS.
10. AT THE COMPLETION OF THE CONCRETE WORK, REMOVE REMAINING LEAVINGS AND DISPOSE
OF IN AN APPROVED DISPOSAL FACILITY. FILL PIT, IF APPLICABLE, AND STABILIZE ANY
DISTURBANCE CAUSED BY REMOVAL OF WASHOUT.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. STORE AND APPLY HERBICIDES, PESTICIDES AND RODENTICIDES IN ACCORDANCE WITH LABEL
RESTRICTIONS.
2. STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN THEIR ORIGINAL CONTAINERS WITH
THE LABEL, WHICH LISTS DIRECTIONS FOR USE, INGREDIENTS AND FIRST AID STEPS IN CASE
OF ACCIDENTAL POISONING.
3. DO NOT STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN AREAS WHERE FLOODING IS
POSSIBLE OR WHERE THEY MAY SPILL OR LEAK INTO WELLS, STORMWATER DRAINS, GROUND
WATER OR SURFACE WATER. IF A SPILL OCCURS, CLEAN AREA IMMEDIATELY.
4. DO NOT STOCKPILE THESE MATERIALS ONSITE.
HAZARDOUS AND TOXIC WASTE
1. CREATE DESIGNATED HAZARDOUS WASTE COLLECTION AREAS ON -SITE.
2. PLACE HAZARDOUS WASTE CONTAINERS UNDER COVER OR IN SECONDARY CONTAINMENT.
3. DO NOT STORE HAZARDOUS CHEMICALS, DRUMS OR BAGGED MATERIALS DIRECTLY ON THE
GROUND.
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
CIVIL
NCGO1 GROUND STABILIZATON AND MATERIALS
HANDLING
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
C3

PART
SELF -INSPECTION, RECORDKEEPING
SECTION A: SELF -INSPECTION
III
AND REPORTING
BUSINESS HOURS IN ACCORDANCE WITH THE TABLE
WOULD CAUSE THE SAFETY OF THE INSPECTION
BE DELAYED UNTIL THE NEXT BUSINESS DAY ON
ADDITION, WHEN A STORM EVENT OF EQUAL TO OR
BUSINESS HOURS, THE SELF -INSPECTION SHALL BE
BUSINESS DAY. ANY TIME WHEN INSPECTIONS
RECORD.
SELF -INSPECTIONS ARE REQUIRED DURING NORMAL
BELOW. WHEN ADVERSE WEATHER OR SITE CONDITIONS
PERSONNEL TO BE IN JEOPARDY, THE INSPECTION MAY
WHICH IT IS SAFE TO PERFORM THE INSPECTION. IN
GREATER THAN 1.0 INCH OCCURS OUTSIDE OF NORMAL
PERFORMED UPON THE COMMENCEMENT OF THE NEXT
WERE DELAYED SHALL BE NOTED IN THE INSPECTION
REQUIRED GROUND STABILIZATION TIMEFRAMES
INSPECT
FREQUENCY (DURING
NORMAL BUSINESS
HOURS)
INSPECTION RECORDS MUST INCLUDE:
(1) RAIN GAUGE
MAINTAINED IN GOOD
WORKING ORDER
DAILY
DAILY RAINFALL AMOUNTS.
IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE
DURING WEEKEND OR HOLIDAY PERIODS, AND NO
INDIVIDUAL -DAY RAINFALL INFORMATION IS
AVAILABLE, RECORD THE CUMULATIVE RAIN
MEASUREMENT FOR THOSE UN -ATTENDED DAYS
(AND THIS WILL DETERMINE IF A SITE INSPECTION IS
NEEDED). DAYS ON WHICH NO RAINFALL OCCURRED
SHALL BE RECORDED AS 'ZERO." THE PERMITTEE
MAY USE ANOTHER RAIN -MONITORING DEVICE
APPROVED BY THE DIVISION.
(2) E&SC MEASURES
AT LEAST ONCE PER 7
CALENDAR DAYS AND
WITHIN 24 HOURS OF A
RAIN EVENT> 1.0 INCH
IN 24 HOURS
1 IDENTIFICATION OF THE MEASURES INSPECTED,
2 DATE AND TIME OF THE INSPECTION,
3. NAME OF THE PERSON PERFORMING THE
INSPECTION,
4 INDICATION OF WHETHER THE MEASURES WERE
OPERATING PROPERLY,
5. DESCRIPTION OF MAINTENANCE NEEDS FOR THE
MEASURE,
6 DESCRIPTION, EVIDENCE, AND DATE OF
CORRECTIVE ACTIONS TAKEN.
(3) STORMWATER
DISCHARGE
OUTFALLS (SDOS)
AT LEAST ONCE PER 7
CALENDAR DAYS AND
WITHIN 24 HOURS OF A
RAIN EVENT> 1.0 INCH
IN 24 HOURS
1. IDENTIFICATION OF THE MEASURES INSPECTED,
2. DATE AND TIME OF THE INSPECTION,
3 NAME OF THE PERSON PERFORMING THE
INSPECTION,
4. INDICATION OF WHETHER THE MEASURES WERE
OPERATING PROPERLY,
5 DESCRIPTION OF MAINTENANCE NEEDS FOR THE
MEASURE,
6. DESCRIPTION, EVIDENCE, AND DATE OF
CORRECTIVE ACTIONS TAKEN.
(4) PERIMETER OF SITE
AT LEAST ONCE PER 7
CALENDAR DAYS AND
WITHIN 24 HOURS OF A
RAIN EVENT > 1.0 INCH
IN 24 HOURS
1. IF VISIBLE SEDIMENTATION IS FOUND OUTSIDE
SITE LIMITS, THEN A RECORD OF THE FOLLOWING
SHALL BE MADE:
2 ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE
SEDIMENT THAT HAS LEFT THE SITE LIMITS,
3 DESCRIPTION, EVIDENCE, AND DATE OF
CORRECTIVE ACTIONS TAKEN, AND
4. AN EXPLANATION AS TO THE ACTIONS TAKEN TO
CONTROL FUTURE RELEASES.
(5) STREAMS OR
WETLANDS ONSITE
OR OFFSITE (WHERE
ACCESSIBLE)
AT LEAST ONCE PER 7
CALENDAR DAYS AND
WITHIN 24 HOURS OF A
RAIN EVENT> 1.0 INCH
IN 24 HOURS
1. IF THE STREAM OR WETLAND HAS INCREASED
VISIBLE SEDIMENTATION OR A STREAM HAS
VISIBLE INCREASED TURBIDITY FROM THE
CONSTRUCTION ACTIVITY, THEN A RECORD OF
THE FOLLOWING SHALL BE MADE:
2. DESCRIPTION, EVIDENCE AND DATE OF
CORRECTIVE ACTIONS TAKEN, AND
3 RECORDS OF THE REQUIRED REPORTS TO THE
APPROPRIATE DIVISION REGIONAL OFFICE PER
PART III, SECTION C, ITEM (2)(A) OF THIS PERMIT.
(6) GROUND
STABILIZATION
MEASURES
AFTER EACH PHASE OF
GRADING
1. THE PHASE OF GRADING (INSTALLATION OF
PERIMETER E&SC MEASURES, CLEARING AND
GRUBBING, INSTALLATION OF STORM DRAINAGE
FACILITIES, COMPLETION OF ALL
LAND -DISTURBING ACTIVITY, CONSTRUCTION OR
REDEVELOPMENT, PERMANENT GROUND
COVER).
2. DOCUMENTATION THAT THE REQUIRED GROUND
STABILIZATION MEASURES HAVE BEEN
PROVIDED WITHIN THE REQUIRED TIMEFRAME
OR AN ASSURANCE THAT THEY WILL BE
PROVIDED AS SOON AS POSSIBLE.
NOTE: THE RAIN INSPECTION RESETS THE REQUIRED 7 DAY CALENDAR DAY INSPECTION REQUIREMENT
SELF -INSPECTION,
SECTION B: RECORDKEEPING
PART III
RECORDKEEPING AND REPORTING
ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE. THE
THROUGHOUT THE COVERAGE UNDER THIS PERMIT.
THE E&SC PLAN SHALL BE KEPT ON SITE AND AVAILABLE FOR
BUSINESS HOURS.
1. ESSC PLAN DOCUMENTATION
THE APPROVED E&SC PLAN AS WELL AS
APPROVED E&SC PLAN MUST BE KEPT UP-TO-DATE
THE FOLLOWING ITEMS PERTAINING TO
INSPECTION AT ALL TIMES DURING NORMAL
ITEM TO DOCUMENT
INSPECTION RECORDS MUST INCLUDE:
(A) EACH E&SC MEASURE HAS BEEN
INSTALLED AND DOES NOT SIGNIFICANTLY
DEVIATE FROM THE LOCATIONS,
DIMENSIONS AND RELATIVE ELEVATIONS
SHOWN ON THE APPROVED E&SC PLAN.
INITIAL AND DATE EACH E&SC MEASURE ON A COPY OF THE
APPROVED E&SC PLAN OR COMPLETE, DATE AND SIGN AN
INSPECTION REPORT THAT LISTS EACH E&SC MEASURE
SHOWN ON THE APPROVED E&SC PLAN. THIS
DOCUMENTATION IS REQUIRED UPON THE INITIAL
INSTALLATION OF THE E&SC MEASURES OR IF THE E&SC
MEASURES ARE MODIFIED AFTER INITIAL INSTALLATION.
(B) A PHASE OF GRADING HAS BEEN
COMPLETED.
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR
COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO
INDICATE COMPLETION OF THE CONSTRUCTION PHASE.
(C) GROUND COVER IS LOCATED AND
INSTALLED IN ACCORDANCE WITH THE
APPROVED E&SC PLAN.
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR
COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO
INDICATE COMPLIANCE WITH APPROVED GROUND COVER
SPECIFICATIONS.
(D) THE MAINTENANCE AND REPAIR
REQUIREMENTS FOR ALL E&SC
MEASURES HAVE BEEN PERFORMED.
COMPLETE, DATE AND SIGN AN INSPECTION REPORT.
(E) CORRECTIVE ACTIONS HAVE BEEN
TAKEN TO E&SC MEASURES.
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR
COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO
INDICATE THE COMPLETION OF THE CORRECTIVE ACTION.
2. ADDITIONAL DOCUMENTATION TO BE KEPT ON SITE
IN ADDITION TO THE E&SC PLAN DOCUMENTS ABOVE, THE FOLLOWING ITEMS SHALL BE KEPT ON THE
SITE AND AVAILABLE FOR INSPECTORS AT ALL TIMES DURING NORMAL BUSINESS HOURS, UNLESS THE
DIVISION PROVIDES A SITE -SPECIFIC EXEMPTION BASED ON UNIQUE SITE CONDITIONS THAT MAKE
THIS REQUIREMENT NOT PRACTICAL:
(A) THIS GENERAL PERMIT AS WELL AS THE CERTIFICATE OF COVERAGE, AFTER IT IS RECEIVED.
(B) RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS TWELVE MONTHS. THE PERMITTEE SHALL
RECORD THE REQUIRED OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE
DIVISION OR A SIMILAR INSPECTION FORM THAT INCLUDES ALL THE REQUIRED ELEMENTS. USE OF
ELECTRONICALLY -AVAILABLE RECORDS IN LIEU OF THE REQUIRED PAPER COPIES WILL BE ALLOWED
IF SHOWN TO PROVIDE EQUAL ACCESS AND UTILITY AS THE HARD -COPY RECORDS.
3. DOCUMENTATION TO BE RETAINED FOR THREE YEARS
ALL DATA USED TO COMPLETE THE E-NOI AND ALL INSPECTION RECORDS SHALL BE MAINTAINED FOR A
PERIOD OF THREE YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST. [40 CFR
122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
SEDIMENT BASINS AND TRAPS THAT RECEIVE RUNOFF FROM DRAINAGE AREAS OF ONE ACRE OR MORE SHALL USE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN THESE DEVICES NEED TO BE
DRAWN DOWN FOR MAINTENANCE OR CLOSE OUT UNLESS THIS IS INFEASIBLE. THE CIRCUMSTANCES IN WHICH IT IS NOT FEASIBLE TO WITHDRAW WATER FROM THE SURFACE SHALL BE RARE (FOR EXAMPLE, TIMES WITH
EXTENDED COLD WEATHER). NON -SURFACE WITHDRAWALS FROM SEDIMENT BASINS SHALL BE ALLOWED ONLY WHEN ALL OF THE FOLLOWING CRITERIA HAVE BEEN MET:
(A) THE E&SC PLAN AUTHORITY HAS BEEN PROVIDED WITH DOCUMENTATION OF THE NON -SURFACE WITHDRAWAL AND THE SPECIFIC TIME PERIODS OR CONDITIONS IN WHICH IT WILL OCCUR. THE NON -SURFACE
WITHDRAWAL
SHALL NOT COMMENCE UNTIL THE E&SC PLAN AUTHORITY HAS APPROVED THESE ITEMS,
(B) THE NON -SURFACE WITHDRAWAL HAS BEEN REPORTED AS AN ANTICIPATED BYPASS IN ACCORDANCE WITH PART III, SECTION C, ITEM (2)(C) AND (D) OF THIS PERMIT,
(C) DEWATERING DISCHARGES ARE TREATED WITH CONTROLS TO MINIMIZE DISCHARGES OF POLLUTANTS FROM STORMWATER THAT IS REMOVED FROM THE SEDIMENT BASIN. EXAMPLES OF APPROPRIATE CONTROLS
INCLUDE
PROPERLY SITED, DESIGNED AND MAINTAINED DEWATERING TANKS, WEIR TANKS, AND FILTRATION SYSTEMS,
(D) VEGETATED, UPLAND AREAS OF THE SITES OR A PROPERLY DESIGNED STONE PAD IS USED TO THE EXTENT FEASIBLE AT THE OUTLET OF THE DEWATERING TREATMENT DEVICES DESCRIBED IN ITEM (C) ABOVE,
(E) VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS, AND RIPRAP ARE PROVIDED AT THE DISCHARGE POINTS OF ALL DEWATERING DEVICES, AND
(F) SEDIMENT REMOVED FROM THE DEWATERING TREATMENT DEVICES DESCRIBED IN ITEM (C) ABOVE IS DISPOSED OF IN A MANNER THAT DOES NOT CAUSE DEPOSITION OF SEDIMENT INTO WATERS OF THE UNITED
STATES.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. OCCURRENCES THAT MUST BE REPORTED
PERMITTEES SHALL REPORT THE FOLLOWING OCCURRENCES:
(A) VISIBLE SEDIMENT DEPOSITION IN A STREAM OR WETLAND
(B) OIL SPILLS IF:
• THEY ARE 25 GALLONS OR MORE,
• THEY ARE LESS THAN 25 GALLONS BUT CANNOT BE CLEANED UP WITHIN 24 HOURS,
• THEY CAUSE SHEET ON WATERS (REGARDLESS OF VOLUME), OR
• THEY ARE WITHIN 100 FEET OF SURFACE WATERS (REGARDLESS OF VOLUME).
(C) RELEASES OF HAZARDOUS SUBSTANCES IN EXCESS OF REPORTABLE QUANTITIES UNDER SECTION 311
OF THE CLEAN WATER ACT (REF 40 CFR 110.3 AND 40 CFR 117.3) OR SECTION 102 OF CERCLA (REF 40
CFR 302.4) OR G.S. 143-215.85.
(D) ANTICIPATED BYPASSES AND UNANTICIPATED BYPASS
(E) NONCOMPLIANCE WITH THE CONDITIONS OF THIS PERMIT THAT MAY ENDANGER HEALTH OR THE
ENVIRONMENT.
2. REPORTING TIMEFRAMES AND OTHER REQUIREMENTS
AFTER A PERMITTEE BECOMES AWARE OF AN OCCURRENCE THAT MUST BE REPORTED, HE SHALL CONTACT
THE APPROPRIATE DIVISION REGIONAL OFFICE WITHIN THE TIMEFRAMES AND IN ACCORDANCE WITH THE
OTHER REQUIREMENTS LISTED BELOW. OCCURRENCES OUTSIDE NORMAL BUSINESS HOURS MAY ALSO BE
REPORTED TO THE DEPARTMENTS ENVIRONMENTAL EMERGENCY CENTER PERSONNEL AT [phone].
OCCURENCE
REPORTING TIMEFRAME (AFTER DISCOVERY)AND OTHER REQUIREMENTS
(A) VISIBLE SEDIMENT
DEPOSITION IN A STREAM OR
WETLAND
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION.
• WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A
DESCRIPTION OF THE SEDIMENT AND ACTIONS TAKEN TO ADDRESS
THE CAUSE OF THE DEPOSITION. DIVISION STAFF MAY WAIVE THE
REQUIREMENT FOR A WRITTEN REPORT ON A CASE -BY -CASE BASIS.
• IF THE STREAM IS NAMED ON THE NC 303(D) LIST AS IMPAIRED FOR
SEDIMENT -RELATED CAUSES, THE PERMITTEE MAY BE REQUIRED TO
PERFORM ADDITIONAL MONITORING, INSPECTIONS OR APPLY MORE
STRINGENT PRACTICES IF STAFF DETERMINE THAT ADDITIONAL
REQUIREMENTS ARE NEEDED TO ASSURE COMPLIANCE WITH THE
FEDERAL OR STATE IMPAIRED -WATERS CONDITIONS.
(B) OIL SPILLS AND RELEASE OF
HAZARDOUS SUBSTANCES
PER ITEM 1(B)-(C) ABOVE
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION. THE
NOTIFICATION SHALL INCLUDE INFORMATION ABOUT THE DATE, TIME,
NATURE, VOLUME AND LOCATION OF THE SPILL OR RELEASE.
(C) ANTICIPATED BYPASSES [40
CFR 122.41(M)(3)]
• A REPORT AT LEAST TEN DAYS BEFORE THE DATE OF THE BYPASS,
IF POSSIBLE. THE REPORT SHALL INCLUDE AN EVALUATION OF THE
ANTICIPATED QUALITY AND EFFECT OF THE BYPASS.
(D) UNANTICIPATED BYPASSES
[40 CFR 122.41(M)(3)]
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION.
• WITHIN 7 CALENDAR DAYS, A REPORT THAT INCLUDES AN
EVALUATION OF THE QUALITY AND EFFECT OF THE BYPASS.
(E) NONCOMPLIANCE WITH THE
CONDITIONS OF THIS PERMIT
THAT MAY ENDANGER
HEALTH OR THE
ENVIRONMENT [40 CFR
122.41(L)(7)]
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION.
• WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A DESCRIPTION
OF THE NONCOMPLIANCE, AND ITS CAUSES; THE PERIOD OF
NONCOMPLIANCE, INCLUDING EXACT DATES AND TIMES, AND IF THE
NONCOMPLIANCE HAS NOT BEEN CORRECTED, THE ANTICIPATED TIME
NONCOMPLIANCE IS EXPECTED TO CONTINUE; AND STEPS TAKEN OR
PLANNED TO REDUCE, ELIMINATE, AND PREVENT REOCCURRENCE OF
THE NONCOMPLIANCE. [40 CFR 122.41(L)(6).
• DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT
ON A CASE -BY -CASE BASIS.
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY: B. EDWARDS
DRAWN BY: P. SELISKER
CHECKED BY: T.TANT
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
CIVIL
NCGO1 INSPECTION, RECORD KEEPING AND
REPORTING
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
C4

i
RCVV INTERCONNECT
24"x4" TS&V
21+00
4"RCW
STA 223+81
TRC SAMPLING VAULT
222+00 223+00 224+00
4"-45° BEND
4-45° BEND
4" PVC 45' SWEEP
ELBOW WITH 48"
BEND RADIUS TYP
(2)1-1/2"-SAMPLING
PIPES EACH WITHIN 4"
PVC CASING,
DECHLORINATION
FACILITY
PLAN
SCALE: 1" = 20'
STA 224+07
2
4
CHEMICAL INJECTION VAULT
(1)2" AND (1)3" RECIRC
PIPES EACH WITHIN 6"
PVC CASING
C.
GENERATOR PAD,.-.
SEE SHEET E10 FOR
DETAILED LAYOUT
GRAVEL ROAD
225+00
30" EFFLUENT FORCE MAIN,
SEE P SHEETS
10
7,
226+00
CASCADE AERATOR,
INSTALLED BY OTHERS
STAKING TABLE
POINT#
NORTHING
EASTING
DESCRIPTION
1
636673.79
2184302.03
DECHLOR FACILITY
2
636694.15
2184350.88
DECHLOR FACILITY
3
636718.56
2184339.71
GENERATOR PAD
4
636704.72
2184356.21
GENERATOR PAD
5
636557.40
2184197.38
GRAVEL ROAD
6
636586.74
2184239.91
GRAVEL ROAD
7
636631.97
2184366.74
GRAVEL ROAD
8
636755.03
2184450.62
GRAVEL ROAD
9
636798.94
2184471.28
GRAVEL ROAD
10
636793.28
2184425.17
GRAVEL ROAD
11
636755.16
2184349.93
GRAVEL ROAD
12
636742.99
2184334.46
GRAVEL ROAD
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
CIVIL
DECHLORINATION FACILITY
YARD PIPING AND SITE STAKING PLAN
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING 11
IS NOT TO FULL SCALE
C10

220
215
210
205
200
195
190
10+30
30" 90' BEND
START OF THIS CONTRACT
S°r
AND RAIN GAUIONGE, BOX
AND RAIN GAUGE, SEE
NOTE 1
Gee
STABILIZED OUTLET
FOR SILT FENCE, TYP
RECM W TH MINIMUM SHEAR
STRESS OF 2 LBS/FT2, TYP
•
LAN
SCALE: 1" = 40'
STREAM BUFFER
(ZONE 1)
STREAM BUFFER
(ZONE 2)
WETLANDS, TYP
s15, °s �O tr, `t9 o
RECM W TH MINIMUM SHEAR
STRESS OF 2 LBS/FT2, TYP
30" DIP EFFLUENT
FORCE MAIN
LIMITS OF DISTURBANCE, TYP
20' PERMANENT
MAINTAINED CORRIDOR
N/F
OF JOHNSTON
09 PG 599
PG 449
2-1584
S -7E+ \
ANTI -SEEP COLLAR
SEE DETAIL C-01-0113
\
WATER BAR SLOPE
PROTECTION, TYP
19+00
STA - 10'
30" 45 BEND
SILT FENCE / TREE
PROTECTION FENCE, TYP
NOTES:
1. PLAN/INSPECTION BOX AND RAIN GAUGE
LOCATION IS SHOWN FOR INFORMATIONAL
PURPOSES. CONTRACTOR MAY RELOCATE THESE
TO CORRESPOND WITH LOCATION OF ACTIVE
CONSTRUCTION.
NN
30' PERMANENT (,CD
UTILITY EASEMENT \ Oxc
v
`'?02o
?O
Till
c0
LIME
mw
om
mn
3.5' MINI
639' "
DIP
EXISTIN GRADE
EDDING TYPE B
w
ce
❑
9
o0
z ,oaJ
w wF w
m w nw
❑ m
w =Fw
m y < m
I III
mw
mm
yQ
BED ING TYPE C
'+m
m
10'RJ DIP
9+50
10+00
11+00
12+00
13+00
14+00
PROFILE
15+00
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
16+00
17+00
18+00
19+00
220
215
210
205
200
195
190
20+00
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY: B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 10+30 TO STA 20+00
DATE: 2022
HAZEN NO.: 30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING 11
IS NOT TO FULL SCALE
P1

20
235
230
225
220
215
210
205
N/F
COUNTY OF JOHNSTON
DB 2109 PG 599
PB 58 PG 449
PIN: 167400-42-1564
900
30' PERMANENT
UTILITY EASEMENT
30" DIP EFFLUENT
FORCE MAIN STA 22+99
30"-22.5"BEND
LIMITS OF DISTURBANCE�V P
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
STABILIZED OUTLET
FOR SILT FENCE, TYP
C-31-0402
J
N
SCALE: 1" = 40'
STA 25+44 i°tiT P
�31 0" TEE
ERCONNECT)
STA 24+62
30" 22.5' BEND
PROPERTY LINER S WITH
NTERLINE • MILL BRA H
COUN •F JOH : ON
B763P 5
PIN: 167 ' 09-.ti•:
tti
00
N
�AV
�/�41 \STA 25+44
30"x20" TEE
(RCW INTERCONNECT)`
RCW INTERCONNECTION 1 225
SEE DETAIL DWG CD11
�b
PB
PIN: 167
N/F
TY OF JOHNSTON
109 PG 599
PG 449
2-1564
I:te Nns USN RS
NIIIV
� 13N M STA 25+52
elfRAC MED 36"BFVf�30"EFFLUENT
MARKS FORCE MAIN
© STA0"2.5 B LIMITS OF DISTURBANCE, TYP /\
22.5° BEND E, TY
714111
1SILT FENCE / TREES\PROTECTION FENCE, TYP - • C-31-0406
0• STABILIZED OUTLET
FOR SILT FENCE, TYP \ \
15' PERMANENT
UTILITY EASEMENT
26+00 --bee
27+00
`£ZZ
XISTING 30' WIDE RECLAIMED
WATER EASEMENT PER
ORD DRAWINGS FOR
JOT COUNTY DATED
SEPTEHM R20IL3/\
28+00
Q Q-
N/F
HEAVEN SENT GROUP HOME, INC
DB 5054 PG 34
PB71 PG 372
LOT 1
PIN: 167300-08-0029
C-31-0402
0
PLAN
SCALE: 1" = 40'
WATER BAR SLOPE
PROTECTION, TYP
Qz
STA 29+38
30" 22.5° BEND
29+00
❑
0
n
3.5' MIN
m
9
299
RJ DIP
FOU ")
ulm�
CX19i1N RADC
30"RDICPE lFFLUENTAIN FO
m
9
420' RJ DIP
20+00
21+00
22+00
23+00
24+00
25+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
26+00
27+00 28+00
29+00
235
230
225
220
215
210
205
30+00
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 20+00 TO STA 30+00
DATE: 2022
HAZEN NO.:
30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P2

ERKERR
245
240
235
230
225
220
215
&V CONTROL
9 JK NAIL #46
N: 638,041.36
E: 2,170,597.41
ELEVA • - �1'
3 +00 32+00 33+00
r=-90"l F r1.9.-1sRR.1F gP2FilT-QO"t s=r1.9Q s9RdF =CI°3FnT90"L1111i.R
RS
SIGN
*100
STA 30+81
30" 90' BEND
N/F
WILLIAM S ROLFE
DB 4678 PG 97
PIN: 167300-075775
t3B-BBB-K
LOO
N/F
GEORGE H POPE, SR
EVANGELINE GAIL POPE
DB 2432 PG 799
PIN: 167300-07-8846
MAW
RIM 237.44'
TOP VALVE NUT' 2
TOP PIPE: 232.2
MHW
RIM: 2 ..8'
TO ALVE NUT 234.98'
•P PIPE: 232.54
s1G134+00
H&V CONTROL
JK NAIL #47
N: 638,086.56
E: 2,171,095.41
ELEVATION: 237.19'
N/F
COUNTY OF JOHNSTON
DB2109 PG599
PB 58 PG 449
P114: 167400-42-1564
35+00 -• 36+00
M • F RKER 3F-• • sTndd°L54R9r =gArimr ram°-
1Fn -g0— raia&°L 4F �43rn -g0— 14.
`•2 37
LBO
MHW
RIM: 237.45'
TOP VALVE NUT. 234.28'
TOP PIPE: 232.22
PLAN
SCALE: 1" = 40'
+237.2
30" DIP EFFLUENT
FORCE MAIN
N/F
COUNTY OF JOHNSTON
DB 2109 PG 599
PB 58 PG 449
PIN: 167400-42-1564
LI' S OF DISTURBANIE, TYP
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
15' PERMANENT
UTILITY EASEMENT —
+236.6
37+00
_ 1339E rraC1"L
UNIMPROVED ACCESS
PATH, TYP
XISTING 30' WIDE
RECLAIMED
WATER EASEMENT PER
RECORD DRAWINGS FOR
JOHNSTON COUNTY DATED
SEPTEMBER 2003
38+00
s9P] ••1F '•3Fr—F sFn
B0-- EBO-L +O" ' LOB rt
STA 37+50
6" AIRNACUUM {CALVE
SEE DETAIL C-33-0604R
ry'
STABILIZED OUTLET
FOR SILT FENCE, TYP T
C-31-0402
FIBER FILTRATION
TUBE, TYP
C-31-0424
N
0
a
1-
w
U)
w
w
U)
Zc
3.5' MIN
420' RJ DIP
EXI
STING GRADE
30" DIP EFFLUEN
FORCE MAIN
T
30+00
31+00
32+00
33+00
34+00
35+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
36+00
37+00
38+00
39+00
245
240
235
230
225
220
215
40+00
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 30+00 TO STA 40+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P3

240
235
230
225
220
215
210
\\\\\/ i /[)II!;:;=J
STABILIZED OUTLET LIMITS OF DISTURBANCE, TYP
FOR SILT FENCE, TYP CLEARING LIMITS, TYP
8.7 15' PERMANENT
2
2 �--� UTILIITTY EASEMENT N
(17/ ), .:,:. t---: 114‘ ...ingAIL-114-4.414:000.411:2111b.',1111iirkil el ili7,--:, 411.111111111110- --------: -
COl1 A .- 4w.i.. -42.-vgi ....,...--,.....-..-.- _„,,,.14,1:r.0A.algik-rool
Ifl l_ V_*'rxs .t-i-y: ==' ' 235'
40+00
5 L �
HW * O II
RIM: 235.9
TOP VALV UT: 233.61'
TOP PIPE: ' 0. 73' -
v
WATER BAR SLOPE
PROTECTION, TYP
2
CD3
ONTRO
NAIL #48
638,121
E: 2,171,807.69
ELEVATION: 23
�CP
Ca_
N/F
D8 1929 PG 125 \
II PIN: 167300-17-8964
\
II
\
\
\
\PLAN
SCALE: 1" = 40'
N/F
UNTY OF JOHNSTON
D: lJ PG 599
PG 449
0. -1564
STA 45+25
6" AIRNACUU
SEE DETAIL C-33
46+00
N/F
CLE TO
DB18
PIN: 167
(STING 30' WIDE RECLAIMED
ATER EASEMENT PER RECOR
WINGS FOR JOHNSTON
CIOUNTY DATED SEPTEMBER 2003
V
47+00
'STA 47+46
30" 90' BEND
(DEFLECTED AND ROTATE
FOR ALIGNMENT)
II�
H&V CONTROL
JK NAIL #49
N: 638,199.16
E: 2,172,248.46
ELEVATION: 23-.0
_L234.4
UNIMPROVED
ACCESS PATH, TYP
RS, INC
30" DIP EFFLUENT
FORCE MAIN
STA 49+96
30" 90° BEND
(DEFLECTED AND ROTATED
FOR ALIGNMENT)
H&V CONTROL
JK NAIL #50
N: 637,918.67
E: 2,172,280.50
ELEVATION: 232.97
C
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
MATCHLINE - STA 50+00 SEE SHEET P5
W.�
OOHS
EXISTING GRADE
,./-
3.5' MIN
30" DIP EFFLUE NT
FORCE MAIN
1752' RJ DIP
40+00
41+00
42+00
43+00
44+00
45+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
46+00
47+00 48+00
49+00
240
235
230
225
220
210
50+00
HORIZONTAL SCALE: 1" = 40'
a"oao'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 40+00 TO STA 50+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P4

240
235
230
225
220
215
210
H&V CONTROL
JK NAIL #50
N: 637,918.67
E: 2,172,280.50
ELEVATION: 232.97
C
LIMIT
v yWY Y
UNIMPROVED
ACCESS PATH, TYP 30" DIP EFFLUENT
FORCE I
DB 2109 ''599
PB 58 449
PIM
ANCE, TYP
SILT FENCE / TREE
- PROTECTION FENCE, TYP
C-31-0406
00-42-1564
EXISTING 30' WIDE
RECLAIMED WATER
EASEMENT PER RECORD
DRAWINGS FOR JOHNSTON
COUNTY DATED 2003
PLAN
SCALE: 1" = 40'
z
o �
z
N �
aN
STA 54+42
30" 90° BEND
STA 54+27
30" 22.5° VERT BEND
STA 54+08
30" 22.5° VERT BEND
53+00
Sao
�ao� �pO1
231.7
TRENCHLESS
INSTALLATION ....:
......................
::T.30" 22.5° VERT BEND
STA 55+48
30" 22 5 VERT BEND
CONCRETE MARKER,
SEE NOTE 5
STA 55+58
SEE DETAIL
N/F
WENDYS ADAMS STA 55+71
DB 571 PG 120 30" 11.25" BEND
PB 52 PG 236
PIN: 167300-26-3765
C-33-060
CHAIN LINK FENCE,
SEE NOTE 1
SEPTIC SYSTEM,
SEE NOTE 2
CLEARING LIMITS, TYP
TEMP CONST
EASEMENT
10' PERMANENT UTILITYf 225
EASEMENT
STA 57+37
30" 90° BEND
STABILIZED OUTLET
FOR SILT FENCE, TYP
C-31-0402
In
&V CONTROL
JK NAIL #51
N: 638,024.53
E: 2,172,683.45
ELEVATION: 231.02'
ASPHALT
:PAF2K(NG
i�(e7
JK
N:
E: 2,
ELE
V.:CONTROI.
All#54
GRAVEL CONSTRUCTION
ENTRANCE, SEE NOTE 6
C-31-0490
TEMPORARY 15"
CULVERT, SEE NOTE 3
RIPRAP APRON, SEE NOTE 4
C-22-0311
TEMPORARY 15"
CULVERT, SEE NOTE 3
RIPRAP APRON, SEE NOTE 4
C-22-0311
GRAVEL CONSTRUCTION
ENTRANCE, SEE NOTE 6
C-31-0490
FIBER FILTRATION
TUBE, TYP
C-31-0424
EXISTING SWALE (ES-1),
RECM WITH MINIMUM SHEAR
STRESS OF 2 LBS/FT', TYP
C-31-0450
C-31-0470
�'s� ;:sE�DErn1I^i ,s
IL -58+00
RC WAS 223-. 59+00 3
"'. �... R RC RS WAS
N
EXISTING G
RADE
m In
NC HWY 210
30" DIP EFFLUENT
FORC MAIN
80 LF 48" STEEL
CASING PIPE
BEDDING TYPE B
EX 8
WAS
pl
rvZ
am
mm
w
EX 12" WAT
EX 12" RS
1752' RJ DIP
$11
3.5' MIN
50+00
51+00
52+00
53+00
54+00 PROFILE 55+00
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
56+00
57+00
58+00
59+00
240
235
230
225
220
215
210
60+00
NOTES:
1. CONTRACTOR SHALL INSTALL SECTION OF
TEMPORARY CHAIN LINK FENCE TO PROVIDE A
BARRIER BETWEEN EXISTING BUILDING AND
CONSTRUCTION ACTIVITIES. TEMPORARY CHAIN
LINK FENCE SHALL BE INSTALLED BEFORE ANY
CONSTRUCTION ACTIVITIES SHALL BEGIN IN THIS
AREA.
2. EXISTING SEPTIC TANK PUMP STATION AND DRAIN
FIELD LOCATED EAST AND IN FRONT OF HOUSE.
CONTRACTOR SHALL LOCATE ALL UTILITIES
WITHIN THE LIMITS OF DISTURBANCE AND
PROVIDE MEANS TO PROTECT ALL COMPONENTS
OF EXISTING SEPTIC SYSTEM FROM
CONSTRUCTION ACTIVITIES.
3. 15" CONSTRUCTION ENTRANCE CULVERT SHALL BE
N-12 WT IB (WATERTIGHT) PIPE AS BY ADS, INC.
OR APPROVED EQUAL. TEMPORARY CULVERT
SHALL BE INSTALLED AT THE LINE AND GRADE OF
EXISTING ROADSIDE DITCH AND HAVE A MINIMUM
COVER OF 12-INCHES. TEMPORARY CULVERT
SHALL BE INSTALLED AND BEDDED PER THE
MANUFACTURES RECOMMENDATIONS.
4. RIPRAP APRON SHALL BE 12' LONG, HAVE AN
UPSTREAM WIDTH OF 4', A DOWNSTREAM WIDTH
OF 6', AND 2' THICK. RIPRAP SHALL BE NCDOT
CLASS B RIPRAP AND SHALL BE INSTALLED WITH
TYPE II SEPARATOR GEOTEXTILE FABRIC BENEATH.
5. CONTRACTOR SHALL REMOVE CONCRETE
PROPERTY MARKER AS NECESSARY FOR
CONSTRUCTION. MARKER SHALL BE RELOCATED
BY LICENSED SURVEYOR IN THE STATE OF NORTH
CAROLINA.
6. AFTER REMOVING CONSTRUCTION ENTRANCES
AND ASSOCIATED CULVERT AND RIPRAP APRON,
CONTRACTOR SHALL RESTORE DISTURBED
DITCHES TO ORIGINAL CONDITION AND GRADE
AND PROVIDE PERMANENT SEED AND RECM WITH
MINIMUM SHEAR STRESS OF 2 LBS/FT'. PROVIDE
FIBER FILTRATION TUBE AS PER DETAIL C-31-0424
AT DOWNSTREAM END OF DISTURBED DITCH.
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 50+00 TO STA 60+00
DATE:
2022
HAZEN NO.: 30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING 11
IS NOT TO FULL SCALE
P5

5
U
0
0
a
0
U
0
oW
o w
0
¢a
U ry
00
R a
COFFER DAM
230
225
220
215
210
205
200
61+00
WATER VALVE
6" DIP STUB ON
CONC PAD
,iiimi !go
ayay"-oweisii1A ` o
..usi."-
Il�iiiiMMWJ.... r
\ 11p...� �...� .I�
POND COFFER DAM DIVERSION PLAN
roiSCALE: 1" = 40'
N/F
WENDYS ADAMS
DB 571 PG 120
PB52 PG236
P10- 167300-26-3765
DEWATERING
LINE AND PUMP
SEDIMENT
FILTER BAG
CD3
FORCE MAIN
CLEARING LIMITS, TYP
1 \ /
LIMITS OF DISTURBANCE, TYP
30"DIP EFFLUENT
TEMPORARY
VEHICULAR STREAM
CROSSING, TYP
30" 22.5hD BEND
(DEFLECTED AND ROTATED
FOR ALIGNMENT)
EXISTING SWALE (ES-2),
RECM WITH MINIMUM SHEAR
STRESS OF 2 LBS/FT', TYP
�— -I C-31-0450 I I C-31-0470
STABILIZED OUTLET
FOR SILT FENCE, TYP
C-31-0402
PLAN
SCALE: 1" = 40'
CONTROL
AIL #61
637,379.41
E: 2,173,307.55
EVATION: 214.37'
01A
li�Gr�
ir
I.'�..IL� O��O
:::!!!!!if
iiiii1
I. IB•••TRATITUBE, TYPC-31-0424\..I
�1
:::: 30" EFFLU
�iiii FORCE M/
li........'
UNOWNIMNI
illefitilli
v..•
WNW
N/F
JOSEPH HAEL PARKER,
DB 4 PG 606
PIN:16 7-3059
WATE
6" DI
CONC
SEE THIS O
SHEETT FORFOR COFFER
DAM WORK
7+00
....2NACUUM VALVE
SEE DETAIL C-33-0604R
PIN: 1878 r i-::,: 765
15' PERMANENT
UTILITY EASEMENT
EXISTING 30' WIDE
RECLAIMED WATER
EASEMENT DB 2128 PG 451
NUT: 213.56'
10.46
MHW
RIM: 215.88'
TOP VALVE NUT: 212.62'
TOP PIPE: 210.66
04
(06
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
OL
UNIMPROVED ACCESS
PATH, TYP
LL
0
Q
y
1
y
EX
1752' RJ
DIP
3.5' MI
(STING GRADE
90' RJ DIP
33" DIP EFFLUENT
FORCE MAIN
1247' RJ DIP
60+00 61+00
62+00
63+00
64+00
65+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
66+00
67+00 68+00
69+00
230
225
220
215
210
205
200
70+00
HORIZONTAL SCALE: 1" = 40'
a"o'0 40
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY: B. EDWARDS
DRAWN BY: P. SELISKER
CHECKED BY:
T.TANT
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING 11
IS NOT TO FULL SCALE
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 60+00 TO STA 70+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
P6
REV
ISSUED FOR
DATE
BY

dale: 6/13/2022 2:55 PM
N/F
WENDYS
DB571P
PB 52
PIN: 167.
LIMITS OF DISTURBANCE, TYP
STA 71+29
30" 90° BEND
(ROTATE AS REQUIRED)
CLEARING LIMITS, TYP
H&V CONTROL
JK NAIL #65
N: 636,580.55
E: 2,173,305
ELEVATI
GRAVEL CONSTRUCTIO
ENTRANCE, SEE NOTE 4
"'. TEMPORARY 15"
CULVERT, SEE NOTE 2
- --
�,, RIPRAP APRON, SEE NOTE 3
220
215
210
205
200
195
190
UND
7300383735
74+00
2,0 73+,0
STA 72+11
30" 45° BEND
N/F
HO'EWELL FREEWILL BAPTIST CHURC
VERNON D MCLENDON, JR TRUSTEE
DB4315P 198
PIN: 16730r 8-44
EX 12" RS
GRAVEL DRIVE
5
X
w
I -EX 8" WAS
S. MIN
�—a
STABILIZED OUTLET
FOR SILT FENCE, TYP
C-31-0402
SILT FENCE / TREE
PROTECTION FENCE, TYP
N/F
ANNA KATHRYN JOHNSON
DB 4626 PG 21
PIN: 167300-36-4877
H&. ONTROL
JK NA #66
N: 636,81:.
E: 2,173,637.96
ELEVATION: 207.5
GRAVEL DRIVE
3.5' MIN
N
MAGNOLIAOH
C9/
LOT4
N/F
LINWOOD E BYRD
BETSYL BYRD
DB 4632 PG 711
PB43 PG 337
*LOTS 4
67300374334
TREE PROTECTION
FENCE, SEE NOTE 1
30" DIP EFFLUENT
FORCE MAIN
TA- Eft
,o l)♦t J 11'
•'E J��Y�
EXISTING SWALE (ES-3)
/FT2
RECM WITH MINIMUM SHEAR i o
PP
STRESS OF 2 LBS/FT'
C-31-0450 I C-31-0470
W LODE
RIM: 207.70'
TOP VALVE NUT: 204.�0'
TOP PIPE: 202.46'
HW
RIM: 207.82'
TOP VA UT.: 204.14'
TOP' "E 202.22'
LOT3
N/F
I INWnnn F BYRD
YRD
P3 711
337
BETSY L
DB 4632
PB43 PG
LOTS
I rm�1o7J9U-J73022
PLAN
SCALE: 1" = 40'
EXISTING GRAD
S
TEMP CONST
EASEMENT
LOT2
77+06
22.51 VERT BENQ
77+i 9 IVD7\+ 22.5` VERT BE
LINWOOD E B
BETSY BYR
DB 4632
PB », ,:,. 337
LO'2
PIN: 16
D- LODE LOD-OHE
Lop-- STA 77+82
6" AIRNACUUM VALVE
SEE DETAIL C-33-0604R
STA 77+66
240" 22.5' VERT BEND
77+75
5" VERT BEND
7+73
30" 9' ° BEND
❑
z
� W
om
EX 6" NATER
30" DIP EFFLUENT
FORCE MAIN
32 LF 48" STEEL CASING PIPE
MINIMUM THICKNESS OF 0.60"
EX 8" WAS --A
N/F
DAVID ALBERT JOHNSON
DB 1761 PG 222
PIN: 167300-46-5485
00
IOD----
15' PERMANENT
UTILITY EASEMENT
EXISTING SWALE (ES-3)
RECM WITH MINIMUM SHEAR
STRESS OF 2 LBS/FT2
C-31-0450
3.5' MIN
C-31-0470
0
�o
m
70+00
71+00 72+00
73+00
74+00
75+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
76+00
77+00
78+00
79+00
220
215
210
205
200
195
190
80+00
NOTES:
1. CONTRACTOR SHALL INSTALL SILT FENCE/TREE
PROTECTION FENCING AROUND EXISTING
MAGNOLIA TREES TO PROTECT FROM
CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL
TAKE SPECIAL CAUTION IN THIS AREA TO
MINIMIZE TREE DISTURBANCE. TREE PROTECTION
FENCING SHALL BE INSTALLED A MINIMUM OF 10'
FROM THE BASE OF THE TREE. NO PRUNING
SHALL TAKE PLACE WITHIN THE TREE PROTECTION
AREA.
2. 15" CONSTRUCTION ENTRANCE CULVERT SHALL BE
N-12 WT IB (WATERTIGHT) PIPE AS BY ADS, INC.
OR APPROVED EQUAL. TEMPORARY CULVERT
SHALL BE INSTALLED AT THE LINE AND GRADE OF
EXISTING ROADSIDE DITCH AND HAVE A MINIMUM
COVER OF 12-INCHES. TEMPORARY CULVERT
SHALL be INSTALLED AND BEDDED PER THE
MANUFACTURES RECOMMENDATIONS.
3. RIPRAP APRON SHALL BE 10' LONG, HAVE AN
UPSTREAM WIDTH OF 4', A DOWNSTREAM WIDTH
OF 6', AND 2' THICK. RIPRAP SHALL BE NCDOT
CLASS B RIPRAP AND SHALL BE INSTALLED WITH
TYPE II SEPARATOR GEOTEXTILE FABRIC BENEATH.
4. AFTER REMOVING CONSTRUCTION ENTRANCES
AND ASSOCIATED CULVERT AND RIPRAP APRON,
CONTRACTOR SHALL RESTORE DISTURBED
DITCHES TO ORIGINAL CONDITION AND GRADE
AND PROVIDE PERMANENT SEED AND RECM WITH
MINIMUM SHEAR STRESS OF 2 LBS/FT'. PROVIDE
FIBER FILTRATION TUBE AS PER DETAIL C-31-0424
AT DOWNSTREAM END OF DISTURBED DITCH.
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY: B. EDWARDS
DRAWN BY: P. SELISKER
CHECKED BY: T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO. : C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 70+00 TO STA 80+00
DATE: 2022
HAZEN NO.: 30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P7

PSELISKER Save dale: 6/9/20
FORCEMAIN - DECHLORINATION FACILI
R ao
REV
205
200
195
190
185
180
175
80+00
ISSUED FOR
DATE
N/F
GELA CREECH
396 PG 36
-47-0224
GRAVELAND RIP RAP
FILTER BERM, TYP
C-31-0480
❑
nZ
w
m
o �
mm
LOD— LOG— LOD—
O° `. STA 80+72
30" 45° BEND
o°
EXISTING SWALE 3 (ES-3)
RECM WITH MINIMUM SHEAR
STRESS OF 2 LBS/FT'
/y
203
1247' RJ DIP
B
81+00
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
C-31-0450
C-31-0470
FIBER FILTRATION
TUBE, TYP
C-31-0424
— 30"
DIP EFFLUENT
FORCE MAIN
82+00
M. SADLER
B. EDWARDS
P. SELISKER
T.TANT
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
GRAVEL CONSTRUCTION
ENTRANCE, TYP
I C-31-0490
'ACCESS EASEMENT
MAP BOOK 66 PAGE 114
— LOD— LOD— LOD— LOD
N/F
DAVID ALBERT JOHNSON
DB 1761 PG 222
PIN: 167300-46-5485
83+00
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
N/F
INVE-TMENT CO' •ANY C
D= 3276 PG 267
PB 66 PG 1
PIN:167300 565
EXISTING 30' WIDE RECLAIMED
WATER EASEMENT
DB 2143 P 624
STABILIZED OUTLET
FOR SILT FENCE, TYP
C-31-0402 I \
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
RCW RS
200
LOD— LOD— LOD— LOD— LOD— LOD— LOD— LOD— LOD
15' PERMANENT
UTILITY EASEMENT
30" DIP EFFLUENT
FORCE MAIN
84+00
H&V CONTROL
JK NAIL #71
N: 636,989.91
E: 2,174,497.70
ELEVATION: 199.17'
PLAN
SCALE: 1" = 40'
85+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
cP
LOD—,
EXISTING GRADE
N: 637,1
E: 2,174,s'..96
ELEVATION: 189.51'
190
LOD— LOD— LOD— LOG— LOD LOD
30" 67.5° COMBINATION
BEND (DEFLECTED AND R
FOR ALIGN
DB 3276 PG 267
PB 66 PG 114
1 7 5565
LIMITS OF DISTURBANCE, TYP
CLEARING LIMITS, TYP
STA 85+06
30" 67.5" COMBINATION
BEND (DEFLECTED AND ROTATED
FOR ALIGNMENT)
FLEX 8' WATER
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
616 RJ DIP
86+00
87+00
LOD— LOD
88+00
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
89+00
205
200
195
190
185
180
175
90+00
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 80+00 TO STA 90+00
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
DATE:
2022
HAZEN NO.: 30621-025
CONTRACT NO
1
DRAWING
NUMBER:
P8

date: ]/21/2022 10:40 AM
195
190
185
180
175
170
EXISTING 30' WIDE
I / ECLAIMED WATER
V �S EEM NTQ132328 PG 575
as
-- LOD
�n
2
r
—Z
m
mm
40' RJ DIP
165
90+00
91+00
N/F
CHRISTOPHER RYAN PET77T
CAROLINE BYRD PETTIT
DB 4687 PG 3
8
15' PERMANENT
UTILITY MSEMEN'
30" DIP EFFLUENT
FORCE MAIN
92+00
90' RJ DIP
93+00
SILT FENCE / TREE
PROTECTION FENCE, TYP
LIMITS OF DISTURBANCE, TYP
CLEARING LIMITS, TYP
94+00
80
s.-
PLAN
SCALE: 1" = 40'
MIN
30" DIP EFFLUENT
FORCE MAIN
95+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
96+00
H&V CONT
JK NAI
N:6 : ,911.71
,175,570.28
ELEVATION: 182.06'
97+00
os
N/F
HEWS
PGZs MP,q,1,y4�
114
STABILIZED OUTLET
FOR SILT FENCE, TYP
98+00
STREAM BUFFER (ZONE 2)
1
STREAM BUFFER (ZONE 1)
` v
99+00
EX 8" SS1
EX 25 KvW UGE
338' RJ DIP
195
190
185
180
175
170
165
100+00
A
STA 100+00 SEE
SHEET p1 p
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 90+00 TO STA 100+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P9

w
&V CONTROL
JK NAIL #76
N: 636,738.59
E: 2,175,849.44
ELEVATION: 178.35'
2
1—
/cc /m
I 1)
I D N/F
1 O NAVAHO INVESTMENT
O COMPANY LLC
+ DB 3276 PG 267
O PB66PG114
0, P010 167300-56-5565
m
m
CI)
m
H
195
190
185
180
175
170
165
5 B
1
1
I
I
I
I
CLEARING LIMITS, TYP
ST 1 +92
/ 30" 22.5' VERT BEND
STA 100+86
30" 22.5° VERT BEND
STA 100+62
30" 22.5' VERT BEND
STA 100+56
30" 22.5' VERT BEND
STREAM PUMP AROUND
SEE INSET THIS SHEET
CD4
STREAM BUFFER
(ZONE 1)
STREAM BUFFER
(ZONE 2)
TEMPORARY VEHICULAR
STREAM CROSSING, TYP
C-35-0704
EXISTING SWALE 4 (ES-4),
RECM WITH MINIMUM SHEAR
STRESS OF 3 LBS/FT'
STABILIZED OUTLET
FOR SILT FENCE, TYP
'
WATER BAR SLOPE
PROTECTION, TYP
7'
C
Q� M
5' PERMANENT
UTILITY EASEMENT
6" EFFLUENT FORCE MAIN
DRAIN ASSEMBLY,
SEE DWG CD11 AND f(OTE 1
LEODB D2 PG TRY
685
DB 82 PG 685
PB 1 PG 182
PIN: 06 300-96-0480
PLAN
SCALE: 1" = 40'
V CONTROL
K NAIL #80
N: 636,899.90
E: 2,176,357.9
ELEVATION:
W
IM: 193.10' N'
VALVE NUT:
TOP PIPE: 187.
HW
RIM: 193.32'
TOP VALVE NUT: 189.89'
TOP PIPE 187.64'
W
RIM: 19 .43'
TOP V ' VE NUT: 190.48
TOP PPE: 188.16'
STA 107+00
6" AIR/VACUUM VALVE
SEE DETAIL C-33-0604R
30" DIP ' FFLUENT
FORCE 'IN
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
LIMITS OF DISTURBANCE, TYP
EXISTING 30' WIDE
RECLAIMED WATER
EASEMENT DB 2328 PG 575
'17976
CT_
co
-
w
w
S
w
w
V1
O
OI
w
Z
J
YTht
SS
z
sqq
EXISTING GRADE
nM
nM
3.5MIN
I -EX 4" SS
30" DIP EFFLUENT
FORCE MAIN
0
338' RJ DIP
100+00 101+00
102+00
103+00
104+00
105+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
106+00
107+00 108+00
109+00
79C
195
190
185
180
175
170
165
110+00
NOTES:
1. 6" EFFLUENT DRAIN SHALL BE INSTALLED
ADJACENT TO EXISTING 6" RCW HYDRANT
LOCATED IN THE FIELD.
DISCHARGE TO
TO CULVERT
SEDIMENT
( FILTER BAG
CLEAN WATER
'��• �� N. LINE AND PUMP
r�I$ TO EXISTING
CULVERT
Mem
/Ngali►;etI1*NA
rAptommairm
DEWATERING
LINE AND
PUMP
SANDBAG
DIVERSION
DIKE, TYP
STREAM PUMP AROUND PLAN
SCALE: 1" = 30'
HORIZONTAL SCALE: 1" = 40'
40 �0�40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 100+00 TO STA 110+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING 11
IS NOT TO FULL SCALE
P10

200
195
190
185
180
175
170
1
)D—
STABILIZED OUTLET
FOR SILT FENCE, TYP
LOD— LOo— L0D— L0D— L00— l0D
15' PERMANENT STA 112+3130" 11.25" BEND
UTILITY EASEMENT
UNIMPROVED
ACCESS PATH, TYP
H&V CONTROL
JK NAIL #81
N: 637,068.52
E: 2,176,986.94
ELEVATION: 190.08'
EXISTING 30' WIDE
RECLAIMED WATER
g0 ' DB 2259 PG 658
LIMITS OF
DISTURBANCE, TYP
SILT FENCE / TREE
PROTECTION FENCE, TYP
30" DIP EFFLUENT
FORCE MAIN
STA 114+38
30" 90° BEND
-)(-790S
TEMP CONST
EASEMENT
PLAN
SCALE: 1" = 40'
oo4" I I�
TRENCHLESS
INSTALLATION
•4
GRAVEL CONSTRUCTION
ENTRANCE, TYP
C-31-0490
TEMP CONST
EASEMENT
CLEARING LIMITS, TYP
00
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
,y On-1
STA 115+57
30" BFV
SEE DETAIL 1/CD5
—oGL
GRAVEL AND RIP RAP
FILTER BERM, TYP
[C-31-0480
IMATCHLINE - STA 115+00 SEE SHEET P11
N/F
LEO DAUGHTRY
DB 828 PG 685
PB 1 PG 182
PIN: 167300-98-0480
LIMITS OF DISTURBANCE, TYP
'h
30" DIP EFFLUENT
FORCE MAIN
STA 117+02
30" 11.25° BEND
PLAN
SCALE: 1" = 40'
20' PERMANENT
UTILITY EASEMENT
STA 119+76
6" AIRNACUUM VAL
SEE DETAIL C-33-•: 04R
H&V CONTROL
JK NAIL #82
N: 636,450.67
E: 2,177225.34
ELEVATION: 187.15'
J
Z
m
/ /— EXISTING GRADE
r
0
a
O
EX 16" WATER
EX 12" RS
0
EX 8" WAS
62 LF 43" STEEL CASING
MINIMLM THICKNESS 0.E
PIPE
0"
30" DIP EFFL UENT
FORCE MAID
3
5' MIN
am
yn
888' RJ DIP
110+00
111+00
112+00
113+00
114+00
115+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
116+00
117+00
118+00
119+00
200
195
190
185
180
175
170
120+00
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 110+00 TO STA 120+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P11

{ 20+00
190
185
180
175
170
165
160
�lh
FIBER FILTRATION
TUBE, TYP
C-31-0424
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
121+00-
122+00
123+00
185
N/F
JENNINGS BRYAN JONES
DB 1564 PG 533
TRACT2
PIN: 167300-76-8163
— 20' PERMANENT
UTIL TY EASEMENT
12,
124+00
WATER BAR SLOPE
PROTECTION, TYP
OHE
125+00
PLAN
SCALE: 1" = 40'
LIMITS OF DIS
30" DIP EFFL
FORCE MAIN
RBANCE, TYP
PIN: 16
STABILIZED OUTLET
FOR SILT FENCE, TYP
C-31-0402
—H&V CO ' OL
JK NAIL #83
N: 635,887.37
E: 2,177,608.52
I FVArION: 178.62'
STREAM BUFFER
(ZONE 1)
STREAM BUFFER
(ZONE 2)
N/F
NGS BRYAN JONES
,81, PG 533
(0 CT2
6-8163
CLEARING LIMITS, TYP
STA 129+93
30" 11 25' VERT BEND
STA 129+77`
30" 11.25' VERT BEND
STA 129+26
\30" 22.5" VERT BEND
STA 128+99e"'S \�
30" 22.5" VERT BEND l
\I
21+00
RECM WITH MINIMUM SHEAR
STRESS OF 2 LBS/FT2
PERMANENT STREAM
CROSSING, TYP
C-35-0701R
JK NAIL #84
' N: 635,684.82
: 2,177,847.98
LEVATION: 171.76'
RIPRAP APRON (FES 1),
SEE NOTE 1
C-22-0311
3.5' MIN
EXISTING GRADE
of
3
Y
i
30" DIP EFFLUENT
HUH _;E MAIN
554' RJ DIP
120+00
121+00
122+00
123+00
124+00
125+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
126+00
127+00 128+00
129+00
190
185
180
175
170
165
160
130+00
NOTES:
1. RIPRAP APRON SHALL BE 30' LONG, HAVE A
UPSTREAM WIDTH OF 6', AND A DOWNSTREAM
WIDTH OF 8', AND 2' THICK. RIPRAP SHALL BE
NCDOT CLASS B RIPRAP AND SHALL BE INSTALLED
WITH TYPE II SEPARATOR GEOTEXTILE FABRIC
BENEATH.
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 120+00 TO STA 130+00
DATE:
2022
HAZEN NO.: 30621-025
CONTRACT NO.: 1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING 11
IS NOT TO FULL SCALE
P12

n
C.
IL/
O
1-01/411/
tie
CO
LLJ
2
U
180
175
170
165
160
155
150
G L1MIT5, TYP
STA 130+
39 STA 131+01
30" 45" BEND
STA 131+09
45' BEND
D� ��CO1 .Yiye�LO �..2i5
1 -3..
M ALVE
MAR R)
&VC+ "OL
MAG NAIL CEPITE
INTERSECTION
• 5 627.62 55
E: 2,177,
LEVATION 174.7
STA 132+09
6" COMBINATION AIR RELEASE
AND VACUUM VALVE
SEE DETAIL C-33-0604R
{pg13322+00
- 20' PERMANENT
UTILITY A EMENT
116
133+00
LOD LOD
N/F
DENNIS RAY STEWART
RENDA STEWART
DB 4734 PG 1
PIN: 67300-85-2547
WATER METER TO BE
REMOVED/RELOCATED
AS NECESSARY
NAIL #86
N: 635,537.57
E: 2,178,013.37
LEVATION: 17 5
75
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
LIMITS OF DISTURBANCE, TYP
30" DIP EFFLUENT
FORCE MAIN
135+00
L-0
PLAN
SCALE: 1" = 40'
137+00
ADDIEA STIN WALLACE,
USTEE • THE ADDIEAUS N
WALLACE REVOCABLE TR T
D r. 4342 PG 840
CT L PARCEL
N: 167300-75-0/i'138+00
yOp�{OD -
-- lye
GRAVEL AND RIP RAP
FILTER BERM, TYP
C-31-0480
139+00
ADDIE
TRUSTEE
WALLAC
TR
PIA
140+00
<97
z
m
EXISTING
RADE
30" DIP EFFLUENT
FORCE M4IN
RJ DIP
3.5' MIN
736' RJ DIP
130+00
131+00
132+00
133+00
134+00
135+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
136+00
137+00
138+00
139+00
180
175
170
165
160
155
150
140+00
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 130+00 TO STA 140+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING 11
IS NOT TO FULL SCALE
P13

180
N/F
ADDIEAUSTIN WALLACE,
TRUSTEE OF THE ADDIE AUSTIN
WALLACE REVOCABLE TRUST
DB 4342 PG 840
TRACT 1, PARCEL 1
PIN: 167300-75-0227
TEMP CONST
EASEMENT
140+00
tee
<9t
Arrir Aitr,
STA 140+19
6" COMBINATION AIR RELEASE
AND VACUUM VALVE
SEE DETAIL C-33-0604R
•
STA 140+35
30" 22.5° VERT BEND
STA 140+52
30" 22.5" VERT BEND
STA 140+60 _
30" 90° BEND
TRENCHLESS
INSTALLATION
142+00
STA 141+55
62 30" 22.5" VERT BEND
J STA 141+45
pa 30" 22.5° VERT BEND
STA 141+40
P23 30" 90" BEND
•
TEM CONS
EASEMENT
143+00
STABILIZED OUTLET
FOR SILT FENCE, TYP
C-31-0402
W 144+00
R7cw S
H&V CONTROL
JK NAIL #88
N: 634,974.57
E: 2,179,025.44
LEVATION: 167.18'
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
6" EFFLUENT FORCE MAIN DRA
ASSEMBLY SEE DWG CD11
145+00 146+00
b S WAS RCWk R9S c.
FtC RS
15' PERMANENT — 30" DIP EFFLUENT
UTILITY EASEMENT FORCE MAIN
LIMITS OF
N/FDISTURBANCE, TYP
ADDIEAUSTIN WALLACE,
TRUSTEE OF THE ADDIEAUSTIN
WALLACE REVOCABLE TRUST
DB 4342 PG 840
TRACT 1, PARCEL 1
PIN: 167300-75-0227
PLAN
SCALE: 1" = 40'
6" DIP
CONC PA
VALVE
ON
UT.: 166.72'
TOP PIPE: 164.61
STA 147+00 30"X6" TEE
EFFLUENT FM DRAIN
1/0-148+00
RIM: 1
TOP VA VE NUT: 168.92'
OP PIPE\166.06
: 170.28'
TOP VALVE NUT: 167.13'
TOP PIPE: 165.05'
149+00
N/F
M F, LL
103
CEL11
PIN: 167300-93-7805
DB
1 00-_�
RC'
175
170
165
160
155
150
❑
6-
w5
m
" 22.5° VERT BEND
z
77-
z Li?w
m
fn n m
;en
N
z_
3
wr
M W
EX 16" WATE
U
K
X
EX 8' WAS —
I!
EX 12" RS
BEDDING
TYPE B
EXISTI
//-
3.5' MIN
NG GRADE
71 LF 48" STEEL CASING PI
MINIMUM HICKNESS 0.60'
736' RJ DIP
'E
30" DIP EFF
FORCE MAI
V_UENT
140+00
141+00
142+00
143+00
144+00
145+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
146+00
147+00
148+00
149+00
180
175
170
165
160
155
150
150+00
HORIZONTAL SCALE: 1" = 40'
a��o�ao'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 140+00 TO STA 150+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING 11
IS NOT TO FULL SCALE
P14

5/202210:28 AM
0
a
0
O
W
o w
0
asm U
50
R a
�
185
180
175
170
165
160
155
rT
'150+00-,—
L8D WAGLODen,^, LOB
Jl —H85 =OO�IRP�OOI
0
\\J
"•••.,158
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
STABILIZED OUTLET
FOR SILT FENCE, TYP
C-31-0402
15' PERMANEN
IL\ EASEMENT
N/F
M&F,LLC
DB 3494 PG 103
PARCEL 11
PIN: 167300-93-7805
STA 154+29
30" 90° BEND
STA 155+09
30" 90° BEND
STA 155+16
30" 22.5° VERT BEND�
STA 155+30 I `
30" 22.5° VERT BEND
PLAN
SCALE: 1" = 40'
LIMITS OF
DISTURBANCE, TYP -
CLEARING LIMITS, TYP
20' PERMANENT
UTILI EMENT
O
ELEVA
N/F
DOUGLAS KER, JR
EST
PIN: 168300-273309
1618
159+00
EXISTING WOODEN FENCE
TO BE TEMPORARILY
REMOVED AND RESTORED
I183-160+00
LOD LOD LOD- LO0- LODE LOD
WOOD F
MA
ss
LC
RS
EXISTING GRADE
y
❑
U
X X
w I"
EX 12" RS
3.5' MIN
A
9I
EX 8
73 LF 48'
MINIMUN
740' RJ DIP
yn
AS
30" DIP EFFLUENT
FORCE MAIN
STEEL CASING P
THICKNESS 0.60
PE
150+00
151+00
152+00
153+00
154+00
155+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
156+00
157+00 158+00
159+00
185
180
175
170
165
160
155
160+00
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING 11
IS NOT TO FULL SCALE
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 150+00 TO STA 160+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
DRAWING
NUMBER:
P15
REV
ISSUED FOR
DATE
BY

50+00
?— LOD— L
LO
190
185
180
175
170
165
160
160+00
- LOD
161+00
D- LOD-
eo
k
,
R184.
TO VAL NU
TOP IP
D- LOD
161+00
M
RIM:
TOP V
IPE: 1
HW
RIM: 1,5.85' !%
TOPV. VE 180
o TOP PI
162+00
LOD
162+00
CONT
JK
N: 634,307.::
E: 2,180, 9.71
ELEV ' TION: 184.57
163+00
LOD
STA 163,34Q /"(
6" AIRNACUUM VALVE
SEE DETAIL C-33-0604R
164
L ITS •
•ISTU" :AN•E. P
CLEA ING MI TY
)) /
SILT FENCE / TREE
PROTECTION FENCE, TYP
I /
4° 166+00
OD LOD-
OD
LOD
n
EXISTING W000EFENCE
TO BE TEMPORARILY
REMOVED AND RESTORED
3 " DIP EFFLUENT
FORCE MAIN
167+00
LOD- LOD- LOD
20' PERMANENT
9JTILITY EASEMENT
LOD
1
NIF
LLIAM DOUGLAS PARKER JR
ESTATE FILE # 72SP041
PIN: 188300-27-3309
LOD- LOD-- 168+00 LOD LO LOD- Lop- LOD
169+0
•Jlf�+Tl�....i'3Ti„7~33T� . �IIYSQ>�iamTl�.. 1 �r
163+00
FENCE
SILT FENCE / TREE
PROTECTION F
C-31-0406
maw mu
TYP it
1/
164+00
RECM W TH MINIMUM SHEAR
STRESS OF 2 LBS/FT' `
STABILIZED OUTLET
FOR SILT FENCE, TYP
C-31-0402
PLAN
SCALE: 1" = 40'
165+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
r•
03
0
—J
166+00
0
CONT
J NAIL#
N 634,1''.53
2,180, 90.60
ELEVATION: 170.83'
167+00
168+00
INV: 165.38'
GRAVEL AND RIP RAP
FILTER BERM, TYP
C-31-04801
16
169+00
170+00
LOD- LOD- LOD LOD LO
MATCHLINE
HORIZONTAL SCALE: 1" = 40'
4��o�ao'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 160+00 TO STA 170+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P16

MATCHLINE - STA 177+00 SEE SHEET P17
NOTES:
7/21/20224:11 PM
N/F
DOUGLAS PARKER, JR
TE FILE # 72SP041
361'1
k
170+00 171+00
LA L kOB !BB { L.
180
175
170
165
160
155
150
EXISTING WOODEN FENCE
TO BE TEMPORARILY
REMOVED AND RESTORED
365.3
20'PERMANENT
UTILITY EASEMENT
LIMITS OF
DISTURBANCE, TYP
30" DIP EFFLUE
FORCE MAIN
6
172t00'�1-
168
GALILEE RD (SRI
— SILT FENCE / TREE
PROTECTION FENCE, TYP
STABILIZED OUTLET
FOR SILT FENCE, TYP
C-31-0402
PLAN
GRAVEL ACCESS ROAD
C-32-0553R
1T0 8
k
20' WIDE GRAVEL
ACCESS ROAD GATE -
70
3+00
— STOP SIGN,
SEE NOTE 5
SCALE: 1" = 40'
RIPRAP APRON,
!. SEE NOTE 1
C-31-0311
15" FES,
HW
RIM: 170.29'
TOP VALVE NUT: 166.92'
TOP PIPE: 164.79
MHW
RIM: 170.11'
TOP VALVE NUT: 167.60'
_TO, F174+009
INV= 168.00
ASPHALT ENTRANCE APRON,
SEE NOTE 4
C-32-0550
GRAVEL CONSTRUCTION
ENTRANCE, TYP, SEE NOTE 2
C-31-0490
15" RCP, CLASS V
15" FES,
INV = 168.25
WATER VALVE
6" DIP STUB ON
CONC PAD
CLEARING
LIMITS, TYP
N/F
EUGENE DOUGLAS WOODALL
BETTY SUE WOODALL
DB
DB 959 PG 705
PB25 PG 177
PIN: 168317-12-6426
LVE NUT.' 167.53'
PIPE: 165.14'
STA 175+34
30" BFV
SEE DETAIL 1/CD5
6" EFFLUENT FORCE MAIN
DRAIN ASSEMBLY,
SEE DWG CD11
510
STUB
STA 175+05
STA 175+17
30"X6" TEE
EFFLUENT FM DRAIN
30" 90° BEND
DEMOLISH
EA APRONSTNG , SEE NOTACCESSE 3
STA 174+83 -77875.7777,
----___ 30. 22.5° BEND iMiDi,88
KN•I
N:633,7
E: 2,181,78
ELEVATIO
81
N
V - 7-7 65 l-
MATCHLINE - STA 177+00 SEE SHEET
oL
EX 60' WIDE UTILITY/ACCESS
EASEMENT MAP BOOK 73
PAGE 461
LIMITS OF
DISTURBANCE, TYP
30" DIP EFFLUENT
FORCE MAIN
66.10X
3-6
•a
(166 10X
GRAVEL ACCESS ROAD
C-32-0553R
CLEARING LIMITS, TYP
rn
\ SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
PLAN
SCALE: 1" = 40'
a
-16
V)_
W
STABILIZED
OUTLET FOR SILT Ur -
FENCE,
TYP p N
+ V
W
C-31-0402
EXISTING GRADE
30" DIP
FORCE
EFFLUENT
MAIN
660' RJ DIP
3.5' MIN
170+00
171+00
172+00
173+00
174+00
175+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
176+00
177+00
178+00
179+00
180
175
170
165
160
155
150
180+00
1. RIPRAP APRON SHALL BE 15' LONG, HAVE AN
UPSTREAM WIDTH OF 4', A DOWNSTREAM WIDTH OF
6', AND 2' THICK. RIPRAP SHALL BE NCDOT CLASS B
RIPRAP AND SHALL BE INSTALLED WITH TYPE II
SEPARATOR GEOTEXTILE FABRIC BENEATH.
2. GRAVEL CONSTRUCTION ENTRANCE AND CULVERT
SHALL BE INSTALLED BEFORE WORK ALONG THIS
SECTION CAN BEGIN. GRAVEL CONSTRUCTION
ENTRANCE SHALL REMAIN IN SERVICE UNTIL
DISTURBED AREA HAS BEEN STABILIZED AND FINAL
GRAVEL ENTRANCE APRON IS READY TO BE
INSTALLED.
3. CONTRACTOR SHALL DEMOLISH EXISTING ACCESS
APRON AND ASSOCIATED 15" RCP CULVERT AND
RESTORE AREA TO GRASSED ROADSIDE DITCH.
PROVIDE ROADSIDE DITCH WITH CHANNEL MATTING
WITH MIN. UNVEGETATED SHEAR STRESS OF 2
LB/FT' FOR STABILIZATION.
4. ASPHALT ENTRANCE APRON SHALL EXTEND FROM
THE GALILEE ROAD (SR 1341) EDGE OF PAVEMENT
TO THE END OF THE 25' ENTRANCE RADIUS.
5. STOP SIGN SHALL BE 30" X 30", MADE OF HIGH
INTENSITY MATERIAL AND BE MOUNTED ALONE ON
A 4" X 4" WOODEN POST OR OTHER APPROVED
BREAK -A -WAY MATERIAL. SIGN SHALL HAVE A
VERTICAL CLEARANCE OF 7 FEET.
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 170+00 TO STA 180+00
DATE: 2022
HAZEN NO.: 30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P17

L80+00
601 WIDE UTILITY/ACCE
PER MAP BOOK 73 PAGE 461
EMENT
LBB- Ese�eD�oe�e�
1+00 182+00
7>o
N/F
WILLLAM DOUGLAS PARKER, JR
E ' TE FILE # 72SP041
PIN :. _,r 7-3309
183+00
GRAVEL ACCESS ROAD
SEE SHEET
C-32-0553R
185+00
—16164
—r � t ,'� • = 15G 30: WIDE REC ATER
PER REVISED MAP 1 FOR JOHNSTON COUNTY
180
175
170
165
160
155
150
STABILIZED OUTLET
65 "1AII a — FOR SILT FENCE, TYP
N/F
EUGENE DOUGLAS WOODALL
BETTY SUE WOODALL
DB
DB 959 PG 705
PB 25 PG 177
PIN: 168317-12-6426
a
E: 2,181,808.00
ELEVATION: 166.66'
C-31-0402
PLAN
SCALE: 1" = 40'
LIMITS OF
DISTURBANCE, TYP
— 30" DIP EFFLUENT
FORCE MAIN
LEARING LIMITS, TYP
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
rteD
188+003
&V CONTROL
JK" IL#96
N: 634, 51.15
E: 2,1811;6.89
ELEVATION: 168.61'
H&V CONTROL C�1�
JK NAIL #97 CiY
- 5,230.93
E: 2,181,: • .856
ELEVATION: 173.18'
MHW
173.63'
ECiTOPi1
OP PIPE: 1
O� LBB--bBD, D
189+00
STA
6" AIRNA �:•+•i•'•.•�
SEE DETAIL C-33-0604R
rn
CO
i
0-
w1—
zw
J =
w
173.56'
TOP VALVE N . : 170.76'
TOP PIPE: • 8.18'
HW
RIM 1 4.76'
ALVE NUT: '.63
TO PIPE
EXISTING GRADE
6.6 M
IN
30" DIP EFFLUENT
FORCE MP IN
180+00
181+00
182+00
183+00
184+00
185+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
186+00
187+00 188+00
189+00
180
175
170
165
160
155
150
190+00
HORIZONTAL SCALE: 1" = 40'
4"0— 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 180+00 TO STA 190+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P18

NOTES:
90
-op
W
Iw
2
175
170
165
160
155
150
145
O. WIDE UTILI
PER MAP BO.
CCESS EASEMENT
73 PAGE 461
191+00
STABILIZED OUTLET
FOR SILT FENCE, TYP
C-31-0402
of N/F
!'OIMDOUGLASP 1R,JR
ESTATE FILE SP041
PIN: 16 1 27-3309
Leo%Lee-EGo LOP 0 192+0
DB 9505
25 PG 1
-12-
GRAVEL ACCESS ROAD
C-32-0553R
LIMITS OF
DISTURBANCE, TYP
30" DIP EFFLUENT
FORCE MAIN
tl)
teo
194+00
CLEARING LIMITS, TYP pJ
SILTPROTECTION FE TION/ TREEFENCE, � 62
TYP
161
PLAN
SCALE: 1" = 40'
/so
2
&V ON
NA
N: 5, 1
2, 81 8
ROL
8
45
6
STABILIZED OUTLET
FOR SILT FENCE, TYP
C-31-0402
JK AIL 101
N:6 .,94' 30
1:• 12 .•:
LE ATIO•. 0.9
52 /sr,
30" DIP EFFLUENT
FORCE MAIN
WATER BAR SLOPE
PROTECTION, TYP
LI TS
DI: UR
GRAVEL ACCESS ROAD
SEE NOTE 1
C-32-0553R
SILT FENCE / TREE
PROTECTION FENCE, TYP
CLEARING LIMITS, TYP
C-31-0406
MATCHLINE - STA 195+00 SEE SHEET P19 PLAN
SCALE: 1" = 40'
200+00
EXISTIN
3 GRADE
30" DIP EFFLUENT
FORCE MAIN
m
395' RJ DIP
190+00
191+00
192+00
193+00
194+00
195+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
145 135
196+00
GRAVEL ACCESS ROAD
C-32-0553R
FCRCE MAIN
PROPOSED GRADE,
SEE SHEET C20
197+00
198+00
199+00
165
160
155
150
145
140
135
200+00
1. GRAVEL ROADWAY FINAL GRADE NOT SHOWN ON
THIS VIEW FOR CLARITY PURPOSES. SEE SHEET
C20 FOR FINAL GRADING AND ASSOCIATED PHASE
2 EROSION CONTROL.
HORIZONTAL SCALE: 1" = 40'
a��o�ao'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 190+00 TO STA 200+00
DATE: 2022
HAZEN NO.: 30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P19

150
145
140
135
130
125
120
WATER BAR SLOPE
PROTECTION, TYP
2
CD3
STABILIZED OUTLET
FOR SILT FENCE, TYP
N/F
WILLIAM DOUGLA
STATE FILE
PIN: 168300-,
PARKER, JR
72SP041
7-3309
&V CON
JK NAIL 1
N: 635,945.
E: 2,182,596. 06.
ELEVATION: 136.15'
'GOa -/ oa♦a - .S '1♦Agra -4, A 40,4r i � a�a
STA 2 +74
ANTI-S EP COLLAR
SEE DTAIL C-01-0113
N/F
EUGENE DO LAS WOODALL
BETTYSU OODALL
DB
DB 959 PG
PB 25 PG 177
PIN: 168317-12-6426
A
STA 204+24
ANTI -SEEP COLLAR
SEE DETAIL C-01-0113
NT
4' WIRE FENCE,
SILT FENCE / TREE
PROTECTION FENCE, TYP
/
EXISTING MAINTAINED
CORRIDOR
STA 2
♦♦, ♦i►♦♦ mm ♦ ®'B P®q�®749•74®4q'g►p'P� _ �®���iP®�!4®�� i�4
14,4
.���i♦fi=aa�.aaoaai?�tTi�'6�/b�®�'►�i �� m�E+' vaa ..-q .. ®_!
� v: v�r>>v��♦����`L�v�rl� � � .7�ti �i! L v aY � W7r 11 �i1��►
♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ o♦♦♦♦♦♦I♦♦4I♦ it,Vn:=016', ]3PAGE46 EMENT ♦4� ♦♦♦♦♦♦♦♦.
♦♦♦♦ ♦♦♦����♦�♦�♦�♦�♦�♦�♦�♦�♦�������♦�♦��S ��♦�♦���<►a♦�♦ ��w�l♦�♦�♦1♦�♦�♦���
EARING LIMITS, TYP
OF
DISTURBANCE, TYP
I /
PLAN
SCALE: 1" = 40'
STA 205+74
ANTI -SEEP COLLAR WETLANDS SEE NOTE 1
SEE DETAIL C-01-0113
GRAVEL ACCESS ROAD,
H&V CONTROL
JK NAIL #117
N: 635,929.36
E: 2,183,269.22
ELEVATION: 131.41'
ANTI -SEEP COLLAR
SEE DETAIL C-01-0113
02+74
SEEP COLLAR
)ETAIL C-01-0113
04+24
SEEP COLLAR
ETAIL C-01-0113
05+74
SEEP COLLAR
)ETAIL C-01-0113
07+24
SEEP COLLAR
)ETAIL C-01-0113
08+74
SEEP COLLAR
)ETAIL C-01-0113
vi¢�
il
ANTI
SEE
m
ANTI
SEE
il
ANTI
SEE
ANTI
SEE
%DO/OOOOO�/OO//OOOO�O/O
GRAVEL ACCESS ROAD
PROPOSED
GRADE,
C-32-0553R
jOOO
liallillai
SEE SHEET
C20
III
3.5
�Yi/ Arl
/yS9SS87i.;%/
:�������
MINI
30
F
DIP EFFLUENT
CE MAIN
- - -
BEDDING
TYPE C
�-------
--
93:
RJ DIP
200+00
201+00
202+00
203+00
204+00
205+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
206+00
207+00
208+00
209+00
150
145
140
135
130
125
120
210+00
NOTES:
1. GRAVEL ROADWAY FINAL GRADE NOT SHOWN ON
THIS VIEW FOR CLARITY PURPOSES. SEE SHEET
C20 FOR FINAL GRADING AND ASSOCIATED PHASE
2 EROSION CONTROL.
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY: B. EDWARDS
DRAWN BY: P. SELISKER
CHECKED BY: T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 200+00 TO STA 210+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
DRAWING
NUMBER:
ROL
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P20

145
140
135
130
125
120
115
co
00
co
ti
40/
,e4
RCP CULVERT,
SEE SHEET C21
/ /
C
a
4
STA 212+57
30" 45' BEND
STREAM BUFFER
(ZONE 1)
STREAM BUFFER
(ZONE 2)
GRAVEL ACCESS ROAD AND
RCP CULVERT, SEE NOTE 2
C-32-0553R
TEMPORARY
NON -FORESTED
WETLAND CROSSING
i\ STA 210+46 �
30" 67.5° COMBINATION
BEND (DEFLECTED AND ROTATED
FOR ALIGNMENT)
30
001 01
&V CONTROL
JK NAIL #121
N: 636,181.16
E: 2,183,465.90
ELEVATION: 131.72
�Q1
N/F
EUGENE DOUGLAS WOODALL
BETTY SUE WOODALL
DB
DB 959 PG 705
PB 25 PG 177
P171: 168317-12-6426
N/F
WILLIAM DOUGLAS PARKER, JR
ESTATE FILE # 72SP041
PIN: 168300-27-3309
STA 214+73
30" 45' BEND
46' WIOEUTILITv
pER MAp BpOK
o0
CESE 461EASSEMENT
aaG
PLAN
SCALE: 1" = 40'
SILT FENCE, TYP
C-31-0406
30' PERMANENT
UTILITY EASEMENT
LIMITS OF
DISTURBANCE, TYP
001 •
EXISTING 30' WIDE RECLAIMED WATER EASEMENT
DB 2215 PG9
PER REVISED MAP 1 FOR JOHNSTON COUNTY
DATED 11-27-01
WAS Rcw WAS
RS
RCN,
" A \
WAS
STREAM PUMP AROUND,
SEE INSET THIS SHEET,
SEE NOTE 1
STA 219+35
30" 11.25' BEND
30"DIP EFFLUENT FORCE
219+00 FORCE MAIN
218+00
H&V CONTROL
JK NAIL #122
N: 636,312.46
E. 2,183,978.66
ELEVATION: 130.69'
EXISTING SWALE 5 (ES-5),
RECM WITH MINIMUM SHEAR
STRESS OF 2 LBS/FT'
C-31-0450 C-31-0470 I �
GRAVEL ACCESS ROAD
C-32-0553R
j
PROPOSED GRADE
SEE SHEET C21
❑
EXISTING GRADE
10" KUI',
CLASS V
30" DIP EFFLUENT
FORCE MAI9
3,5' MIN
BEDDING TYPE C
938' RJ DIP
67
RJ DIP
NOTES:
1. STREAM PUMP AROUND TO BE USED IF STANDING
WATER IS PRESENT IN THE CHANNEL AT THE TIME
OF PIPE INSTALLATION. ALTERNATIVELY,
CONTRACTOR MAY INSTALL PIPE DURING DRY
WEATHER PERIOD.
2. GRAVEL ROADWAY FINAL GRADE AND CULVERT
INFORMATION NOT SHOWN ON THIS VIEW FOR
CLARITY PURPOSES. SEE SHEET C20 FOR FINAL
GRADING, CULVERT INVERT INFORMATION, AND
ASSOCIATED EROSION CONTROL.
CLEAN WATER
LINE AND PUMP
TO DISSIPATER
SANDBAG
DIVERSION N��
DIKE, TYP iao, . ooj
DISCHARGE TO
DISSIPATER
SF
SEDIMENT
FILTER BAG
DEWATERING
LINE AND
PUMP
STREAM PUMP AROUND PLAN
SCALE: 1" = 30'
145
140
135
130
— 125
210+00
211+00
212+00
213+00
214+00
215+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
216+00
217+00 218+00
219+00
120
115
220+00
(
HORIZONTAL SCALE: 1" = 40'
a"o'0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 210+00 TO STA 220+00
DATE: 2022
HAZEN NO.: 30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P21

STREAM BUFFER PN
(ZONE 2)
STREAM BUFFER
(ZONE 1)
140
135
130
125
120
115
110
EXISTING SWALE 5 (ES-5)
RECM WITH MINIMUM SHEAR
STRESS OF 2 LBS/FT'
C-31-0450
FIBER FILTRATION
TUBE, TYP
C-31-0424
C-31-0470
RCW INTERCONNECTION 2
SEE DETAIL DWG CD11
STA 220+92
30"x24" TEE
(RCW INTERCONNECT)
30" DIP EFFLUENT
FORCE MAIN
SILT FENCE, TYP
C-31-0400
CONT
STOCKPILE
LAYDOWN AREA
YARD PIPING,SEE
SHEET C10
DECHLORINATION
FACILITY, FFE = 132.50
V
121
28
29
224+00 STA224+16
30" 11.25° BEND
.(X132.25).
8' WIDE DOUBLE
SWING GATE
GENERATOR
TRANSFORMERS.
Lao, —001 —ao, —001 —ao, —001 —.. ao, —ao, —001 —ao, —001 —ao, —001 ,—moo, —001 —ao, —001 —ao,
N/F
JOHNSTON COUNTY
DB3815 PG816
PIN: 168300-57-0511
LIMITS OF
DISTURBANCE, TYP
PLAN
SCALE: 1" = 40'
001
0i
CASCADE AERATOR,
INSTALLED BY OTHERS
z
U
&V CONTROL
JK NAIL #127
N: 636,917.04
E: 2,184,540.76
ELEVATION: 128.05'
6+99
5° BEND
48" EFFLUENT
GRAVITY OUTFALL
STA 7
48" 5°
ROTAT
GRAVEL ACCESS ROAD
C-32-0553R
30' PERMANENT
UTILITY EASEMENT
78
BEND
S REQUIRED
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
'/
STABILIZE OUTLET FOR
SILT FENCE, TYP
C-31-0402 I
00 YR FLOOD EL
H&V CONTROL
JK NAIL #129
N: 636,998.37
E: 2,184,840.4
ELEVATIO26.24'
¢Ww
CASCA E AERATOR
INSTAL ED BY
OTHER
0-
m /9 m o r ROPOSED GRADE
XISTING GRADE
MIME-via
mow,-
w
1.4" RCW
678' R DIP
mU
mum
F
Z
0-
imi
CONTRACT BRE
STA 226+80
BEDDING TYPE
GRAVEL ACCESS ROAD
48" EFFLUE T
GRAVITY O TFALL
220+00
221+00
222+00
223+00
224+00
225+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
226+00
227+00
228+00
229+00
140
135
130
125
120
115
110
230+00
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY: B. EDWARDS
DRAWN BY: P. SELISKER
CHECKED BY: T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 220+00 TO STA 230+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P22

.230+00
L
130
125
120
115
110
105
100
95
90
230+00
231+00
232+00
+
+
* + r +
+ +++++• ++ +
STABILIZE OUTLET FOR
SILT FENCE, TYP
+ v +
20' PERMANENT
MAINTAINED CORRIDOR .I.
Yt
FLOODWAY
'/ +
+
+ + +
+ + ../ + r+ ..
+ +�t f+ +
+
+ WETLANDS
+
+
RECM WITH MINIMUM SHEAR
+ STRESS OF 2 LBS/FT'
+
WATER BAR SLOPE
+ PROTECTION, TYP
+ ©1+
233+00
3.5' MIN
234+00
k
CLEARING LIMITS, TYP
235+00
15" FES
INV OUT : 107.15
Y •.R
STA 235+73
•ANTI -SEEP COLLAR.,,
236+00
.'
4. r 4. T + i
STREAM BUFFER + + + + +
(ZONE 1) + + + +
•/. 71 +I' + +
STREAM BUFFER + +
(ZONE 2) + +
+ T + m + + +
• + T+ + ++
+ + + +
t-Vs. 10•�eYi:.��+4 FIBER FILTRATION '�I. AS��,S�. 1 �i11
DISTURBANCE TYP ������i�����•��y��4N�,TG31Y�VA�V�������.� "^} I
.(• SILT FENCE/TREE + •�, •• 15""FES •: ����eV��r%�V``'��'.)
,�� +R
PROTECTION FENCE, TYP _ 4.
+ .F .�, .1. '�• 4INVIN107.35
•� G31-0406 I•f + + + + +
+ ,�, '- + �• + + + •F + + ')• + EF▪ F T F RCE
•(, t + ,�• + + ,�, + + + + + + SEVCD D1RA
PLAN
SCALE: 1" = 40'
GRAVEL ACCESS ROAD
C 32-0553R
15 RCP, CLASS V
BEDDING TYPE
235+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1"=4'
C
236+00
EXCAVATION LIMITS
237+00
+ + 4238+00 +
+ + + +
+
+
+
+
+ +T..+ +
SEE INSET ON THIS
+\ - \ SHEET FOR TEMPORARY
+ I COFFER DAM
WORK + " .1
+ + +
+ . f + + + + + -I.
[phone] ++ + + ++ + + ++ +•
'1• a. + '1• + + . T +
+
+
+
+ +
+ + + + +
EFF UENT FORCE MAIN HEADWALL,
SEE CD9, CD10, AND CD8
LIMITS OF DISTURBANCE, TYP
COFFER DAM
NEUSE RIVER
EXCAVATION LIMITS
238+00
+
+
D OO — r.
239+00
EFFLUENT FORCE MAIN HEADWALL, I
'SEE CD9, CD10, AND CD8
LIMITS OF DISTURBANCE, TYP
1 /
RIP -RAP NOT SHOWN FOR CLARITY
001
COFFER DAM
DEWATERING LINE •
AND PUMP
SEDIMENT 3
FILTER BAG CD4
COFFER DAM DIVERSION PLAN
SCALE: 1" = 10'
105
100
95
90
240+00
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
PLAN AND PROFILE AND EROSION CONTROL
STA 230+00 TO STA 240+00
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
P23

' Z44
200+00
a �
STABILIZED OUTLET
FOR SILT FENCE, TYP
libi
201+00%� �.202+10_
•'s'-
�
WF!!!!!!
WILLIAM DOUGLA
STATE FILE
PIN: 168300-.
.4
1
PARKER, JR
72SP041
7-3309
'o
FIBER FILTRATION
TUBE, TYP
N
13
0
&V ON ROL
NA
5,' . 5
81
2
41
8 :.16
l'r1���
•�S
8.63
1\\\\\\
30" EFFLUENT FORCE
MAIN, SEE P SHEETS
/ / /
STABILIZED OUTLET
FOR SILT FENCE, TYP
C-31-0402
4' :E:11N
+ry
<5,
V C NT
JK AIL 101
N: 6 9430
11'12
L TIO'. 0.9
50
PERMANENTCHANNEL AND
CHANNEL MATTING WITH
MIN. UNVEGETATED SHEAR
STRESS OF 2 LB/FT'
(STA 195+50 TO 208+00)
3
_,_�-nwriae �--.-
AI►I IW1 rr:
CLEARING LIMITS, TYP
i(
MATCHLINE - SEE SHEET P19
H&V CON ROL
JK NAIL 10
N: 635,945.
E: 2,182,596. 'Rs
ELEVATION: 136.15'
PERMANENT CHANNEL AND
CHANNEL MATTING WITH
MIN. UNVEGETATED SHEAR
STRESS OF 2 LB/FT'
(STA 195+50 TO 208+00)
C-31-0450
C-31-0470
4' WIRE FENCk
ITS
T
•F
BA CE, P
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406 Y /
/ /
GRAVEL ACCESS ROAD
C-32-0553R/ /
PLAN
SCALE: 1" = 40'
V /
TEMPORARY NON -FORESTED
WETLAND CROSSING
FIBER FILTRATION
TUBE, TYP
C-31-0424
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
::-�rt_+r:A_4)_YT_I_Yv1_!L-®4s,4.111re®8017.4W 1,:®T•4T®.®_,ci®-111.0KIIVli4=i L--9Hii gelr-
ll GRAVEL ACCESS ROAD
C 2-0553R
N/F
EUGENE DO LAS WOODALL
BETTY SU ODALL
DB
DB 959 PG' 5
PB25 PG177
PIN: 168317-12-6426
PERMANENT CHANNEL AND
CHANNEL MATTING WITH
MIN. UNVEGETATED SHEAR
STRESS OF 2 LB/FT'
(STA 198+50 TO 208+00)
PLAN
SCALE: 1" = 40'
30" EFFLUENT FOR
MAIN, SEE P SHEE
FIBER FILTRATION
TUBE, TYP
/
EXISTING MAINTAINED
CORRIDOR
H&V CONTROL
JK NAIL #117
N: 635,929.36
E: 2,183,269.22
ELEVATION: 131.4
X
•vsvbAa6-
.. ♦®®i,i®ie
Z-- �A•�4.�A4P
wz1-2
WETLANDS
TS, TYP -
ITS OF
STURBANCE, TYP
w21-1
SCALE: 1" = 40'
40 20
40'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
#############
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
ACCESS ROAD AND PHASE 2 EROSION CONTROL
PARTIAL PLAN
DATE: 2022
HAZEN NO.:
30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
C20

BEDWARDS Save date: 5/24/2022 5:04 PM
RIPRAP OUTLET PAD,
10'L X 5'W (UPSTREAM) X
6'W (DOWNSTREAM) X 2'
THICK, SEE NOTE 1
C-31-0311
18" FES,
INV = 130.70
18" RCP, CLASS V
18" FES,
INV= 131.00
134/2//5 X
134 2 5
TREAM BUFFER
(Z• ` TYP
STREAM BUFFE
1), TYP
STREAM PUMP AROUND,
SEE INSET THIS SHEET,
SEE NOTE 2
RIPRAP OUTLET PAD,
15'L X 9'W (UPSTREAM) X
10'W (DOWNSTREAM) X 2'
THICK, SEE NOTE 1
C-31-0311
36" FES,
I� INV=129.40
36" RCP, CLASS V
36" FES,
INV = 130.00
TEMPORARY
CONSTRUCTION
EASEMENT
DISCHARGE TO
DISSIPATER
SEDIMENT
FILTER BAG
3
CD4
DEWATERING
LINE AND
PUMP
CLEAN WATER
LINE AND PUMP
TO DISSIPATER
SANDBAG
DIVERSION
DIKE, TYP
STREAM PUMP AROUND PLAN
SCALE: 1" = 40'
01 —001
S
N/F
EUGENE DOUGLAS WOODALL
BETTY SUE WOODALL
DB
DB 959 PG 705
PB25 PG177
PIN: 168317-12E126
00
N/F
WILLIAM DOUGLAS PARKER, JR
EXISTING 30' WIDE RECLAIMED WATER EASEMENT
PIN: 168300-27-3309
DB 2215 PG 9
PER REVISED MAP 1 FOR JOHNSTON COUNTY
_ESTATE FILE # 72SP041
DATED 11-27-01
0
of
PLAN
SCALE: 1" = 40'
Oa,
10
LIMITS OF
DISTURBANCE, TYP
SILT FENCE / TREE
PROTECTION FENCE, TYP
C-31-0406
30" EFFLUENT FORCE
MAIN, SEE P SHEETS
co
�—
EXISTING SWALE 5 (ES-5),
RECM WITH MINIMUM SHEAR
STRESS OF 2 LBS/FT'
C-31-0450
C-31-0470
FIBER FILTRATION
TUBE, TYP
219+00
GRAVEL ACCESS ROAD
C-32-0553R
O
131
132/
00' /
0
\N
mm
NOTES:
1. RIPRAP PAD SHALL BE NCDOT CLASS B RIPRAP AND
SHALL BE INSTALLED WITH TYPE II SEPARATOR
GEOTEXTILE FABRIC BENEATH.
2. STREAM PUMP AROUND TO BE USED IF STANDING
WATER IS PRESENT IN THE CHANNEL AT THE TIME
OF PIPE INSTALLATION. ALTERNATIVELY,
CONTRACTOR MAY SCHEDULE WORK DURING DRY
WEATHER PERIOD.
FIBER FILTRATION
TUBE, TYP
C-31-0424
EXISTING SWALE 5 (ES-5)
RECM WITH MINIMUM SHEAR
STRESS OF 2 LBS/FT'
121-
222+00
0
w
H-
GRAVEL ACCESS ROAD /1cn
z
C-32-0553R O
H
LIMITS OF
DISTURBANCE, TYP
1-001 —001 —001 —0• —001 —001
PLAN
SCALE: 1" = 40'
z_
O
U
w
0
ce
O
N
0-
H
w
w
2
co
w
w
In
SCALE: 1" = 40'
40 20 0
40'
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN
ACCESS ROAD AND PHASE 2 EROSION CONTROL
PARTIAL PLAN
DATE: 2022
HAZEN NO.: 30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING 11
IS NOT TO FULL SCALE
C21

w
COMPACTED
BACKFILL
SELECT BACKFILL
MATERIAL (NO MATERIAL
LARGER THAN 2")
PIPE BEDDED IN 4 INCHES
MINIMUM IN SAND,
GRAVEL, OR CRUSHED
STONE
TYPE A
C-01-0101 R
W
COMPACTED
BACKFILL
SELECT BACKFILL
MATERIAL (NO
MATERIAL LARGER
THAN 2")
CRUSHED STONE - 1/8
PIPE OD BELOW PIPE
(MIN 6") AND UP TO
PIPE MIDPOINT
TYPE B
C-01-0102
2
0.50 OD
6" MIN BEDDING, 12
BEDDING IN WETLANDS
OR POOR SOILS
NOTES:
r Al
r r 4
PPPOMerril
PIPE OD
1. CONTRACTOR SHALL PROVIDE GEOTEXTILE WRAP IN ALL WETLAND AREAS.
BACKFILL COMPACTED TO A
MINIMUM SOIL DENSITY PER
ADDENDUM SPECIFICATION
SELECT MATERIAL
COMPACTED TO A MINIMUM
SOIL DENSITY OF 90% STD
PROCTER
CRUSHED STONE OR #57 STONE
FILTER GEOTEXTILE 6 OZ
NONWOVEN SEE NOTES
2. GEOTEXTILE WRAP SHALL BE 6 OZ/SY NON WOVEN NEEDLE PUNCHED SYNTHETIC FABRIC WITH THE
FOLLOWING CHARACTERISTICS:
- UV RESISTANCE AT 500 HRS: 70%
- GRAB TENSILE STRENGTH: 130 LBS
- BURST STRENGTH: 290 PSI
-APPARENT OPENING SIZE: 0.21 MM
- PERMITTIVITY AT 50MM CONSTANT HEAD: 1.6' SEC
-PUNCTURE RESISTANCE: 80 LB
3. FABRIC SHALL EXTEND 6"-12" ABOVE STONE
WETLAND BEDDING
TYPE C
C-01-01 02R
TRENCH EXCAVATION LIMITS
INTERNAL
W
DIAMETER
WIDTH OF TRENCH
OF PIPE
MAX
W=MIN
12"
3'-9"
O.D.+2'
14"-16"
4'-2"
O.D.+2'
18"
4,-4
O.D.+2'
O.D.+2'
24"
4'-11"
O.D.+2'
27"
5'-9"
O.D.+2'
30"
6'-7"
O.D.+2'
36"
7'-4
O.D.+2'
42"
8'-2"
O.D.+2'
48"
8'-9"
O.D.+2'
54"
9'-4
O.D.+2'
60"
9'-1O"
O.D.+2'
72"
11'-0"
O.D.+2'
78"
11'-8"
O.D.+2'
84"
12'-O"
O.D.+2'
90"
12'-6"
O.D.+2'
96"
13'-0"
O.D.+2'
108"
14'-O"
O.D.+2'
DEPTH
S
OF
MAXIMUM PAVEMENT
CUT
REPLACEMENT WIDTH
0-6'
S=W+4'
>6-8'
S=W+B'
>8-10'
S=W+12'
>10-12'
S=W+16'
>12-14'
S=W+20'
>14-16'
S=W+24'
>16-18'
S=W+28'
>18'
S=W+32'
W = TRENCH WIDTH AT BOTTOM OF
PIPE. TRENCH SIDE SLOPES SHALL
BE IN ACCORDANCE WITH OSHA
REQUIREMENTS.
C-01-0107
CONCRETE BLOCKING
TAPPING VALVE
WITH VALVE BOX
EXIST. RECLAIMED WATER MAIN
TAPPING SLEEVE
NEW DIP HYDRANT LEG
TAPPING SLEEVE & VALVE ASSEMBLY
NOT TO SCALE
NOTES:
1. TAPPING SLEEVE SHALL BE FABRICATED OF
TYPE 304 S.S. AND PROVIDE A 360° SEAL
AROUND EXISTING PIPE WITH FULL
CIRCUMFERENTIAL GASKET.
2. TAPPING SLEEVE SHALL BE JCM 432, MUELLER
H-304, FORD FTSS, ROMAC ST III OR
APPROVED EQUAL.
Name
Date
Drawn By:
Checked By:
Approved Bv:
Scale: f
Rev.
Description
Date
JOHNSTON COUNTY
Department IN Public Uilides
P.O. Box2263
S.M.. NC 27577
RECLAIMED WATER
STANDARD DETAIL
Tapping Sleeve and
Valve Assembly
PAGE
56
CONCRETE THRUST BLOCK SCHEDULE'
PIPE
SIZE
(IN)
BEND
DESIGN
PRESSURE
(PSI)
90°/TEE
45°
221/2°
111/4°
55/8°
H
L
H
L
H
L
H
L
H
L
6
1.4
2.8
1.0
2.1
0.7
1.5
0.5
1.0
XXX
XXX
100
8
1.8
3.7
1.4
2.7
1.0
1.9
0.7
1.4
XXX
XXX
100
12
2.7
5.4
2.0
4.0
1.4
2.8
1.0
2.0
XXX
XXX
100
16
3.6
7.1
2.6
5.2
1.9
3.7
1.3
2.6
XXX
XXX
100
24
5.3
10.5
3.9
7.7
2.8
5.5
2.0
3.9
XXX
XXX
100
30
6.5
13.1
4.8
9.6
3.4
6.9
2.4
4.9
XXX
XXX
100
36
7.8
15.6
5.8
11.5
4.1
8.2
2.9
5.8
XXX
XXX
100
42
9.1
18.2
6.7
13.4
4.8
9.5
3.4
6.8
XXX
XXX
100
48
10.4
20.7
7.6
15.3
5.4
10.9
3.9
7.7
XXX
XXX
100
54
11.7
23.3
8.6
17.1
6.1
12.2
4.3
8.7
XXX
XXX
100
' BASED ON AVERAGE SOIL PASSIVE BEARING
STRENGTH OF 2000 PSF USING SF OF 1.5
DIMENSIONS FOR BLOCKS IN FEET
C-01-0112
VARIES
SECTION
rx
6" 6'
PLAN
ANTI -SEEPAGE COLLAR
C-01-0113
PIPELINE
(DIAMETER VARIES)
CLASS B CONCRETE
CLASS B CONCRETE
12"
UNDISTURBED
EARTH
/
W
CLASS B
CONCRETE
TYPICAL SECTION
TEE OR BEND
1/2 L 1/2 L
/
z
PLAN - TEE
CONCRETE THRUST BLOCKING SHALL
BE USED ONLY AS APPROVED BY
ENGINEER.
/
MIN
/
CLASS B
CONCRETE
NOTES:
CONCRETE THRUST BLOCKS, ARCHES,
ENCASEMENTS, FLOWABLE FILL, ETC. SHALL BE
FORMED USING PLYWOOD OR SANDBAGS TO
PROVIDE REQ'D SHAPE.
ADDITION DETAIL REQD
SEE STD DETAILS C-01-0110 THRU C-01-0112
UNDISTURBED
EARTH
CLASS B
CONCRETE
PLAN - BEND
THRUST BLOCKS
(SEE NOTE 1)
C-01-0110
/
UNDISTURBED
EARTH
FLOWABLE FILL FULL TRENCH
WIDTH (NO ENCASEMENT
REQUIRED FOR SPACE GREATER
THAN 12")
CL PROPOSED
PIPELINE
6" MIN
12" MAX
CL EXIST
PIPE
PROPOSED PIPELINE OVER EXIST PIPE
CL PROPOSED
PIPELINE
1 THICK COMPRESSIBLE
JOINT FILLER MATERIAL
C-01-0120
6"
PIPE
CL EXIST
PIPE
6" MIN
12" MAX
PROPOSED PIPELINE UNDER EXIST PIPE
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
CIVIL STANDARD DETAILS
SHEET 1
DATE: 2022
HAZEN NO.: 30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING 11
IS NOT TO FULL SCALE
NOT RELEASED FOR
CONSTRUCTION
CD1

8' MAX (VARIABLE AS DIRECTED BY THE ENGINEER)
x
4' MIN
/ SILT FENCE
SIDE VIEW
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
FILL SLOPE
GRADE
MIN 10 GA.
LINE WIRES
SILT FENCE
GEOTEXTILE FABRIC
TREE PROTECTION AREA
DO NOT ENTER
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
fling IIIII
• MAINTENANCE: CLEAN OUT AT 50% CAPACITY
• LIFE OF FENCING: 6-9 MONTHS
• DO NOT DISTURB TREE CONSERVATION
AREAS
• SILT FENCE SHOULD NOT BE USED ALONE
BELOW GRADED SLOPES GREATER THAN 10'
IN HEIGHT.
NOTES:
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF
THE CRITICAL ROOT ZONE.
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION
OF THE PROJECT UNLESS OTHERWISE APPROVED BY URBAN FORESTRY
STAFF.
3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER
CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH
END OF LINEAR TREE PROTECTION AND 50' ON CENTER FOR THE
REMAINDER.
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO
LESS THAN ONE SIGN PER PROTECTED AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH
LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE AND SPACED AS
SHOWN.
8. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. END OF SILT FENCE
NEEDS TO BE TURNED UPHILL.
9. SEE NC STATE DENR PRACTICE STANDARDS AND SPECIFICATIONS SEDIMENT
FENCE SET FOR CONDITIONS WHERE THIS APPLIES; PLANNING
CONSIDERATIONS & DESIGN CRITERIA. ( HOWEVER, FLOW SHALL NOT RUN
PARALLEL WITH THE TOE OF THE FENCE.)
SEDIMENT STORAGE
11W111 1111I N111111111=11111 IIIIIIIF=➢III moo
1
FRONT VIEW
40"
TREE PROTECTION AREA
DO NOT ENTER
ZONA DE PROTECCION
PARA ARBOLES - NO ENTRE
WARNING SIGN DETAIL
PLASTIC OR
WIRE TIES
MIN 12-1/2"GA.
INTERMEDIATE WIRES
GRADE
PROVIDE WARNING
LANGUAGE IN BOTH
ENGLISH AND SPANISH
AS SHOWN
MAINTENANCE REQUIREMENTS:
1. FENCE INSPECTION SHALL BE AT LEAST ONCE A WEEK AND AFTER
SIGNIFIGANT (1" OR GREATER) RAINFALL EVENT.
2. SHOULD FABRIC COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME.
SILT FENCE / TREE PROTECTION FENCE
C-31-0406
PLAN
GRAVEL AND RIP RAP FILTER BERM BASIN
CLASS I RIP RAP
FLOOD STORAGE ZONE \
SEDIMENT STORAGE ZONE
MAXIMUM SEDIMENT DEPTH
(CLEAN OUT LEVEL)
#57 WASHED STONE 1'
THICK x 3' HIGH (MIN)
1 -6
RIP RAP HEADWALL
in
50'-0" MIN
X X
o
z 3
y o
x p
w �
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2"-3"COARSEssfo
AGGREGATE
oso 0 o goon
800�go ss0oo� o� 080 0000�
0 0 Dogs 0 0o 0ok
Ex x
SILT FENCE`
EXISTING
ROADWAY
PLAN
35'-0" MIN
Io
z IIIII- 'IIII IIIII-
2 IIIII=
FLOW
PIPE INVERT
CLASS I RIP RAP
#57 WASHED STONE
TYPE II SEPARATOR GEOTEXTILE
SECTION
GRAVEL AND RIP RAP FILTER BERM BASIN
MAINTENANCE REQUIREMENTS:
1. INLET PROTECTION SHALL BE INSPECTED WEEKLY AND AFTER ANY
STORM GREATER THAN 1 INCH.
2. REMOVE SEDIMENT WHEN VOLUME OF SEDIMENT STORAGE AREA HAS
BEEN DECREASED BY ONE-HALF.
C-31-0480
NOTES:
1. "SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE
TRAVELING OVER THE STONE, THEN THE TIRES OF
THE VEHICLE MUST BE WASHED BEFORE
ENTERING THE PUBLIC ROAD OR THE LENGTH OF
THE CONSTRUCTION ENTRANCE EXTENDED.
MAINTENANCE REQUIREMENTS:
1. MAINTENANCE ADD ADDITIONAL STONE AND
"FLUFF" TOP DRESSING WITH 2" STONE.
15.-0" MIN
NEW CONSTRUCTION
cW'ga11111111'
IIIIIIIIII—
TYPE II SEPARATOR GEOTEXTILE III
CROSS SECTION
SEE N.C. DENR EROSION AND SEDIMENT CONTROL
PLANNING and DESIGN MANUAL FOR CONDITIONS
WHERE PRACTICE APPLIES; PLANNING
CONSIDERATION & DESIGN CRITERIA.
GRAVEL ENTRANCE/EXIT
C-31-0490
TOP RAIL
2'
NOTES:
AS SHOWN ON SITE PLANS
ROADWAY GATE OPENING
SEE NOTE 1, THIS DETAIL
BRACE
TRUSS ROD
BOTTOM RAIL
TYP GATE POST
CONCRETE
1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION.
2. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES 4
INCHES LARGER IN DIAMETER THAN POSTS AND BACKFILL TO
GRADE WITH CLASS "B" CONCRETE.
GRAVEL ACCESS ROAD GATE
DETAIL
N.T.S.
CD2
— 3 STRANDS OF
BARBED WIRE
TOP OF SILT FENCE
MUST BE AT LEAST
1' ABOVE THE TOP
OF THE WASHED
STONE.
FRONT VIEW
MAINTENANCE REQUIREMENTS:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS
COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STEEL POST
WOVEN WIRE FABRIC
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY WIRE FENCE AND
HARDWARE CLOTH
4"
I_
STEEL POST SET
MAX 2' APART
MIN 2' INTO
SOLID GROUND
10,1IN
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
SECTION VIEW
3' FILTER FABRIC APRON
ON GROUND
JI BURY 6" UPPER EDGE OF
FILTER FABRIC APRON IN TRENCH
STABILIZED OUTLET FOR SILT FENCE
C-31-0402
* SEE SITE
GRADING PLAN
' SEE CONSTRUCTION
ENTRANCE PLAN
MAINTENANCE REQUIREMENTS:
1. INSPECT RIPRAP OUTLET STRUCTURE WEEKLY AND AFTER
SIGNIFICANT (1 INCH OR GREATER) RAINFALL EVENT TO SEE IF
ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN
PLACE, OF IF STONES HAVE BEEN DISLODGED. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
OUTLET PIPE WITH RIP -RAP APRON
C-22-0311
zi
SECTION A
TYPE II SEPARATOR
GEOTEXTILE
.00
1-4Dpologgv
CONSTRUCTION SPECIFICATIONS:
1. COMPACT ANY FILL REQUIRED FOR SUBGRADE TO DENSITY OF
SURROUNDING MATERIAL. LOW AREAS IN SUBGRADE MAY BE
FILLED BY INCREASING RIPRAP THICKNESS.
2. FILTER CLOTH CONNECTION JOINTS SHOULD OVERLAP SO THAT
TOP LAYER IS ABOVE DOWNSTREAM LAYER A MINIMUM OF 1
FOOT. ANY DAMAGED FILTER CLOTH SHOULD BE REPLACED
WITH NEW.
3. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO
AVOID DAMAGING THE FILTER CLOTH.
4. MAKE THE TOP OF RIPRAP AT DOWNSTREAM END LEVEL WITH
RECEIVING AREA OR SLIGHTLY BELOW.
5. ENSURE APRON IS PROPERLY ALIGNED WITH RECEIVING PIPE
AND PREFERABLY STRAIGHT THROUGHOUT LENGTH.
6. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL
DISTURBED AREAS WITH VEGETATION.
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
CIVIL STANDARD DETAILS
SHEET 2
DATE: 2022
HAZEN NO.: 30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
NOT RELEASED FOR
CONSTRUCTION
CD2

NOTES:
l
USE 36-INCH (MIN) STAKE
WITH 12-INCH MINIMUM
EMBEDMENT SPACED AT
TWO FOOT INTERVALS
DRIVEN THROUGH
OUTER 1 INCH OF TUBE,
LEAVING ABOUT 3 INCHES
OF THE STAKE PROTRUDING
ABOVE THE TUBE
WOOD STAKE TO PENETRATE
THE OUTER 1-INCH OF TUBE
(FFT)
20-INCH TUBE
6'
EARTH RIDGE
A AA
r,��i�-11-11-11-11- 11-11-11-11-11-11-11-11-
-11 11-11=1 1IL II==11 II 11=11 11=11 * 16" II II 11-11=11 II II=11=11
11=11 11=11=11= 1 .11-M1I II 111=11 II 11- 11=11 II 11=11 II IL-11=11=
I - - .--=11=11 II II=11= - =11=11 II II-II=11 II II=11=11
--II-11=II=11=11=11=11-11-11=11-II-I = -
-II=11=11=11=11=11=11=
- 1=11=11=
SLOPE
6 OR 8 INCH U-SHAPED ME STAPLES PLACED
AT ONE FOOT INTERVALS DRIVEN THROUGH
OUTER 1 INCH OF TUBE
EXCAVATE A
PLACEMENT TRENCH
TO Y3 DEPTH OF
THE FFT
SECTION
NO SCALE
MAINTENANCE REQUIREMENTS:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL THAT PRODUCES 1 INCH OR MORE OF RAIN.
WATERBARS:
1. REPAIR ANY ERODED AREAS IMMEDIATELY.
2. ONCE PERMANENT STABIUZAT1ON HAS BEEN ESTABLISHED, REMOVE DIKE AND FILL IN CHANNEL TO
BLEND WITH NATURAL GRADE. SEED DISTURBED AREAS.
STABIUZED OUTLET:
1. SEE DETAIL C-31-0402
FFT:
1. SEE DETAIL C-31-0424
FIBER FILTRATION TUBE (FFT) - WATER BAR
SLOPE PROTECTION
12-18 GAUGE STAPLES
MAINTENANCE REQUIREMENTS:
1. INSPECT MATTING WEEKLY AND
AFTER EACH RAINFALL EVEN THAT
PRODUCES 1 INCH OR MORE OF
RAIN. REPAIR OR REPLACE
IMMEDIATELY AS NECESSARY.
2. GOOD CONTACT WITH THE
GROUND MUST BE MAINTAINED,
AND EROSION MUST NOT OCCUR
BENEATH THE MATTING.
3. ANY AREAS OF THE MATTING THAT
ARE DAMAGED OR NOT IN GOOD
CONTACT WITH THE GROUND
SHALL BE REPAIRED OR REPLACED
AND STAPLED IMMEDIATELY.
DETAIL
N.T.S.
4. IF EROSION DOES OCCUR, THE
PROBLEM SHALL BE FIXED AND
ERODED AREA REPAIRED AND
PROTECTED FROM FURTHER
DAMAGE.
5. CONTINUE MONITORING MATTED
AREAS UNTIL PERMANENT GROUND
COVER HAS BEEN ESTABLISHED.
CONSTRUCTION SPECIFICATIONS
1. AREA SHALL BE CLEARED AND
GRUBBED ACCORDING TO
SPECIFICATIONS.
2. SEED BANK ACCORDING TO PLAN
RECM AND TRM
SLOPE INSTALLATION
DETAIL
N.T.S.
CD3
2
CD3
STABILIZED OUTLET
(DETAIL C-31-0402)
1. WATER BAR DETAIL TO CONFORM WITH STANDARD 6.23 OF THE STATE OF NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
2. WATER BARS TO BE REMOVED ONLY UPON ESTABLISHMENT OF ADEQUATE GROUND COVER.
3. CHANNEL SLOPE NOT TO EXCEED 2°%.
4. WATER BAR IS TO BE GRADED SUCH THAT THE DOWNSTREAM END OF THE TRENCH IS AT GRADE AND
LEVEL WITH THE FIBER FILTRATION TUBES (FFTs).
5. OVERLAP OR 'HOOK FFT ROLL END A MINIMUM OF ONE FOOT ALONG DOWNSLOPE SIDE OF WATERBAR
AND EMBED A MINIMUM OF 6 INCHES. REDUCE STAKING INTERVAL TO ONE FOOT. THE FFT ROLL MUST
HAVE GOOD CONTACT WITH THE WATERBAR IN ORDER TO PREVENT SHORT-CIRCUITING
6. OVERLAPPED SECTIONS OF FFTs SHALL HAVE STAKING AT ONE FOOT INTERVALS.
7. A STABILIZED OUTLET SHALL BE INSTALLED AT THE END OF FIBER FILTRATION TUBES AS SHOWN ON
THE CONTRACT DRAWINGS, PER DETAIL C-31-0402
ALTERNATE VIEW - WATERBAR W/FFT
SPECIFICATIONS.
3. SECURE MATS AT THE TOP OF THE
SLOPE BY TOEING IT IN AND
REINFORCING IT WITH A ROW OF AT
LEAST FIVE (5) STAPLES, SPACING
EACH ONE APPROXIMATELY 8"
APART.
4. PLACE STAPLES 6"-8" APART ALONG
LENGTH OF MAT BLANKET TO
SECURE TO THE SOIL SURFACE.
ALL STAPLES MUST BE FLUSH TO
THE SURFACE.
.gk
WOOD STAKE,
SEE STAKING DETAIL C-31-0424
WATERBAR TRENCH
TUBE (FFT), TYP
SILT FENCE, 11P
(DETAIL C-31-0406)
BACKFILL AND COMPACT
LOOSE MATERIAL UPSTREAM
OF TUBE - ,�
GENERAL GUIDELINES FOR SPACING OF TUBE
TRENCHES FOR SLOPE INSTALLATIONS
SLOPE GRADIENT
TUBE INTERVAL
1H:1V
15 FEET
2H:1V
25 FEET
3H:1V
35 FEET
4H:1V
50 FEET
GENERAL GUIDELINES FOR SPACING OF TUBE
TRENCHES FOR CHANNEL INSTALLATIONS
TUBE SPACING CALCULATION
TUBE HEIGHT (ft. above grade) / SLOPE GRADIENT (MI)
(eg. 20" tube w/ 1.416 ft. above grade)
1.416 / .01 = 142 ft. spacing
EXCAVATE A PLACEMENT
TRENCH TO 1/3 DEPTH OF
THE FFT
6 OR 8 INCH U-SHAPED WIRE
STAPLES PLACED AT ONE
FOOT INTERVALS DRIVEN
THROUGH OUTER 1 INCH OF
TUBE
NOTES:
SLOPE PROTECTION APPLICATIONS
1. OVERLAP OR 'HOOK ADJACENT ROLL ENDS BY A MINIMUM OF ONE FOOT AND REDUCE STAKING INTERVAL TO ONE FOOT WITHIN OVERLAP SECTION.
2. WHEN USED IN CONJUNCTION WITH WATERBARS, OVERLAP OR 'HOOK' FFT ROLL END A MINIMUM OF ONE FOOT ALONG DOWNSLOPE SIDE OF WATERBAR
AND EMBED A MINIMUM OF 6 INCHES. REDUCE STAKING INTERVAL TO ONE FOOT. THE FFT ROLL MUST HAVE GOOD CONTACT WITH THE WATERBAR IN
ORDER TO PREVENT SHORT-CIRCUITING.
3. SMOOTH SOIL SURFACE AND REMOVE ALL OBSTRUCTIONS GREATER THAN 1"-2" IN DIAMETER.
4. WHEN PERFORMANCE -ENHANCING POLYMERS (PAMs) ARE USED, THE MOST DOWNSTREAM FFT SHALL BE A STAND-ALONE PRODUCT (NO PAMs).
CHANNEL PROTECTION APPLICATIONS:
1. FOR CHANNEL APPLICATIONS, BOTH UPSTREAM AND DOWNSTREAM ANCHORING SHOULD BE AT 1 FOOT INTERVALS.
2. FOR CHANNEL APPLICATIONS, FFTs SHALL BE STAND-ALONE PRODUCTS WITHOUT PAMs.
3. FFTs SHALL BE PLACED IN CHANNEL (AS DEMONSTRATED BELOW), IN ORDER TO ALLOW WATER TO POOL SUFFICIENTLY ON THE UPSTREAM SIDE OF THE
FFT.
4. FFTs SHALL EXTEND TO THE TOP OF BANK IN ORDER TO PREVENT SHORT CIRCUITING OF FLOW.
MAINTENANCE REQUIREMENTS:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES 1 INCH OR MORE OF RAIN. REMOVE ANY ACCUMULATED SEDIMENT AND/OR
WOODY DEBRIS.
2. FFTs SHALL BE ENTRENCHED AS SHOWN TO PREVENT UNDERCUTTING. ANY EVIDENCE OF UNDERCUTTING AND/OR EROSION SHALL BE REPAIRED
IMMEDIATELY.
3. STAKES AND/OR STAPLES THAT HAVE BECOME LOOSE OR DISPLACED SHALL BE REPAIRED IMMEDIATELY.
4. WHEN SEDIMENT ACCUMULATION REACHES z THE DIAMETER OF THE FFT, IT SHALL BE REMOVED AND DISPOSED OFF -SITE BY THE CONTRACTOR IN
ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
5. ANY VISIBLE DAMAGE TO THE FFT SHALL BE REPAIRED OR REPLACED IMMEDIATELY.
EXCAVATE A PLACEMENT
TRENCH TO 1/3 DEPTH OF
THE FFT
PROFILE VIEW - W/STAKING DETAIL
10 FT TYPICAL
WOOD STAKE, -�-
SEE STAKING DETAIL
CHANNEL CROSS SECTION
FIBER FILTRATION TUBE (FFT)
CHANNEL PROTECTION
C-31-0424
18 TO 20-INCH TUBE
USE 36-INCH (MIN) STAKE WITH
12-INCH MINIMUM EMBEDMENT
SPACED AT TWO FOOT INTERVALS
DRIVEN THROUGH OUTER 1 INCH OF
TUBE, LEAVING ABOUT 3 INCHES OF
THE STAKE PROTRUDING ABOUT THE
TUBE
CHANNEL BED
WOOD STAKE TO
PENETRATE THE OUTER
1-INCH OF TUBE
FFT TO EXTEND TO TOP
OF BANK
20" FFT
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY: B. EDWARDS
DRAWN BY: P. SELISKER
CHECKED BY: T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
CIVIL STANDARD DETAILS
SHEET 3
DATE:
2022
HAZEN NO.: 30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
NOT RELEASED FOR
CONSTRUCTION
CD3

PLAN VIEW
SECTION A -A
TEMPORARY SEDIMENT
FILTER BAG STREAM DIVERSION
STABLE
VELOCITY
DISSIPATOR
SEDIMENT
DIKE
DISCHARGE
HOSE DEWATERING
PUMP
DISTURBED AREA
LENGTH NOT TO EXCEED
THAT WHICH CAN BE
STABILIZED IN ONE DAY
PUMPS
INTAKE HOSE
IMPERVIOUS
SHEETING
SUMP -HOLE OR POOL WORK AREA
(12" TO 18" DEEP 2' DIA.)
FLOW
SANDBAG
DIVERSION
BASE FLOW + 1 FOOT
(2 FOOT MINIMUM)
CROSS SECTION OF SANDBAG DIKE
DESCRIPTION:
THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND THE WORK AREA AND DEWATER WORK AREA.
EXISTING GRADE, STABILIZE WITH TURF
REINFORCEMENT MATTING AND SEED
NCDOT CLASS B RIPRAP,
MINIMUM THICKNESS 24 INCHES.
PROVIDE SEPARATOR
GEOTEXTILE BETWEEN NATIVE
SOIL AND RIPRAP. FILL VOIDS
WITH TOP SOIL AND SEED PER
SPECIFICATIONS.
MAX SLOPE: 1.5'H TO 1'V
OHWLV
1. THE CONTRACTOR SHOULD STAY WITHIN THE LIMITS OF THE DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHENEVER POSSIBLE. '-NATURAL STREAM BED
2. THE CONTRACTOR SHOULD ONLY BEGIN WORK IN AN AREA WHICH CAN BE COMPLETED BY THE END OF THE DAY. AT THE END OF EACH WORK DAY, THE WORK AREA MUST BE STABILIZED AND THE
PUMP AROUND REMOVED.
3. SANDBAG DIKES SHOULD BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON THE PLANS, AND CLEAN STREAM FLOW SHOULD BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD
DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS.
4. WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED SOURCE. THE MEASURE SHOULD BE
LOCATED SUCH THAT THE WATER DRAINS DOWNSTREAM OF THE WORK AREA.
5. FOR STREAMWORK REPAIR PROJECTS LONGER THAN 400 LINEAR FEET, MULTIPLE WORK AREAS SHALL BE ESTABLISHED IN SUCCESION. ONCE AN AREA IS COMPLETED AND STABILIZED, THE CLEAN
WATER DIKE SHOULD BE REMOVED. AFTER THE FIRST SEDIMENT FLUSH, A NEW CLEAN WATER DIKE WOULD BE ESTABLISHED FROM THE OLD SEDIMENT DIKE. FINALLY, UPON ESTABLISHMENT OF A
NEW SEDIMENT DIKE BELOW THE OLD ONE, THE OLD SEDIMENT DIKE SHOULD BE REMOVED.
6. A PUMP AROUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN OUTFALL WHICH CONTRIBUTES BASEFLOW TO THE WORK AREA. THIS SHOULD BE ACCOMPLISHED BY LOCATING A
SANDBAG DIKE AT THE DOWNSTREAM END OF THE TRIBUTARY OR STORM DRAIN OUTFALL AND PUMPING THE STREAM FLOW AROUND THE WORK AREA. THIS WATER SHOULD DISCHARGE ONTO THE
SAME VELOCITY DISSIPATER USED FOR THE MAIN STEM PUMP AROUND.
STREAM CROSSING CONSTRUCTION SEQUENCE
1. INSTALL ALL EROSION CONTROL MEASURES ADJACENT TO PLANNED CROSSING PRIOR TO DISTURBANCE. MINIMIZE DISTURBANCE TO THE EXTENT PRACTICAL.
2. PLACE DAM AROUND AREA TO BE EXCAVATED SIMILAR TO DETAIL 1 USING CLASS A RIP -RAP INSIDE COFFER DAM, POLYETHYLENE FABRIC AND SANDBAGS OR ADDITIONAL CLASS 1 RIP -RAP
(OUTSIDE COFFER DAM).
3. PLACE POLYETHYLENE FABRIC ON OPPOSITE STREAMBANK IF NEEDED TO PREVENT EROSION.
4. INSTALL DEWATERING PUMP AND DEWATER AREA INSIDE DAM. PUMP HOSE TO DISCHARGE TO SETTLING BASIN OR SILT BAG(S) PRIOR TO ENTERING CREEK. PLACE SETTLING BASIN OR SILT BAG(S)
ABOVE 2 YEAR FLOOD ELEVATION WHEREVER PRACTICAL. ENGINEER TO APPROVE TYPE OF SILT BAG PRIOR TO INSTALLATION.
5. CLEAR AND EXCAVATE STREAM AND BANKS AS NECESSARY TO INSTALL PIPELINE. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN EROSION CONTROL MEASURES AND MAKE EVERY EFFORT TO
MINIMIZE DISTURBANCE.
6. INSTALL PIPELINE WITHIN DEWATERED AREA AND BACKFILL TO ORIGINAL CREEK BOTTOM ELEVATION.
7. REMOVE DAM AND STABILIZE ALL DISTURBED AREAS ON BANKS OF CREEK. ENSURE NEW BANKS AND EARTH ARE FULLY COMPACTED AND STABILIZED.
8. BANKS TO BE RESTORED WITHIN 48 HOURS IN ACCORDANCE WITH CONTRACT DRAWINGS. SEE DETAIL 2/CD4. PERMANENTLY SEED ALL OTHER DISTURBED AREAS.
9. ONCE AREA HAS BEEN STABILIZED, OBTAIN APPROVAL FROM ENGINEER TO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND RETURN THOSE LOCATIONS TO ORIGINAL CONDITION AS
CLOSELY AS PRACTICAL.
SEWN -IN CONNECTION SLEEVE
FOR PUMP DISCHARG
TEMPORARY SILT FENCE
(WITH BACKING
STH TONE
III W(EROSION CON
2'-0"MINIMUM
MSZEeAAAGGREGATE
POLYETHYLENE
(E MIL
MINIMUM) I
(10-U' MINIMUM)
OPTIONAL LIFTING
STRAPS
VARIES WITH
SGROUND LINE
LOPE
- TEMPORARY
SEDIMENT FILTER BAG
VAR S WITH
GHc�ENI1l NF
TOP VIEW
TEMP. SEDIMENT FILTER BAG
6" MIN
2'-0" MIN 1
ARIES
0'-0" MIN
TEMP SILT FENCE USE STONE POLYETHYLENE
FROM NA I
GROUND I IN,
(WITH BACKING)
SIDE VIEW
SHFETING
(WMETH BACKFG) E
STREAM PUMP AROUND
DETAIL
SCALE: NTS
NOTES
1
CD4
1. CONTRACTOR SHALL EXERCISE GAMIN NOT TO BURST CR DAMAGE
THE TEMPORARY SEDIMENT FILTER BAG *HEN PUMPING.
2 THE LENGTH AND MDTH CC THE FEMPOUARY SEDIMENT BAG SHOVE
ON THIS ORATING MAY VARY PER ENKE SPECIRCATIGNS
IOAPORARY SEDIMENT FLIER BAGS SHALL BE EQUIPPED TITH A
0TII-IN SLEEVE OP SUFFICIENT SZE TO ACCEPT A MNIMUM
FOUR -INCH DIAMETER RUMP DISCHARGE HOSE. THE DISCHARGE
HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF SX
INCHES AND BE 11GHTLY SECURED MMTN A HOSE (CAMP OR OTHER
SUITABLE MEANS TO PREVENT LEAKAGE. HOSE CONNECRON
THROUGH A SET N THE BAG ELL NOT BE ACCEPTABLE.
4. THE DEEP DISCHARGE HOSE CON ECTTON SLEEVE SHALL BE
SECURELY RED OFT DURING DISPOSAL OF TIE TEMPORARY
SEDIMENT FLIER BAG N ORDER TO PREVENT LEAKAGE OF
CEIECIED SEDIMENTS
5. TEMPORARY SEDIMENT FLIER BAG SHALL BE REPLACED TIIEN 6
INCHES OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE NTH
THE MANUFACTURER'S RECGIIMENDATTIS.
MAINTENANCE REQUIRENENIS
2.
EXISTING GROUND 3.
LINE
INSPECT WEEKLY AND AFTER EACH RANFAL EVENT PRODUCING 1
INCH 0R MORE CC RAN. ANY DAMAGE TO THE SEDIMENT FILTER
BAG SHALL BE REPAIRED IMMEDIAIELY.
TEMPORARY SEDIMENT FLIER BAG SHALL BE REPLACED TIIEN 6
INCHES OF SEDIMENT HAS ACONULAIED OR IN ACCORDANCE TITH
THE MANUFACTURER'S REC011MENDAIKINS.
MONITOR SEDIMENT FLIER BAG REGULARLY FOR 111E PRESENCE OF
TIRED WATER BEING DISCHARGED. ANY TURBID WATER BEING
DISCHARGED FR011 THE BAG SHAM BE RESCUED IMMEDIATELY. F
TEMPORARY BLOCKAGES ARE NOT FOUND, ASSUME THE BAG IS AT
SEDIMENT CAPACITY AHD REPLACE IMMEDIATELY.
TEMPORARY SEDIMENT FILTER BAG
D ETAI L
3
SCALE: NTS
CD4
GRASS LINED CHANNEL (PERMANENT)
RECM (TEMPORARY)
3
TEMPORARY
GRASS LINED CHANNEL (PERMANENT)
TRM (PERMANENT)
12", MIN
3
PERMANENT
3
PERMANENT
TYPICAL DITCH DETAIL
SEE DETAIL C-31-0470 FOR
INSTALLATION DETAIL
C-31-0450
3
3
5' MIN
1' DEEP TRENCH
BANK COMPACTED TO
92-95% STD. PROCTOR
MAX. LIFT THICKNESS OF
8" AS COMPACTED
INCHES
FILTER FABRIC
(GEOTEXTILE FABRIC PER
SPECIFICATIONS)
STREAMBANK STABILIZATION
D ETAI L
2
SCALE: NTS
SURFACE FLOW JK-.
DIVERSION JJJ
ROLLED EROSION
CONTROL MAT (RECM)
TURF REINFORCEMENT
MAT (TRM)
CLASS B STONE LINING
TYPE II GEOTEXTILE
SEPARATOR
CD4
MINIMUM 6" LIP
(SEE NOTE 3)
25' MIN
(BOTH SIDES)
DRAGLINE (TIMBER) MAT
(SEE NOTE 17)
TOP OF BANK
FLOW
1/4
SUPPORTED
PERSPECTIVE VIEW
1/4
SUPPORTED
0 0
0
SF
S<
L
v(
VI
A
n�
SILT FENCE, TYP
ELEVATION
15' MIN, 22' MAX
< < < < < <4 -
< < < < <
PLAN
SF
MAINTENANCE REQUIREMENTS:
1. INSPECT MATTING WEEKLY AND AFTER EACH
RAINFALL EVEN THAT PRODUCES 1 INCH OR
MORE OF RAIN. REPAIR OR REPLACE
IMMEDIATELY AS NECESSARY.
2. GOOD CONTACT WITH THE GROUND MUST BE
MAINTAINED, AND EROSION MUST NOT
OCCUR BENEATH THE MATTING.
OVERLAP NOTE: 3.
STAPLES TO BE SPACED AT 3'-0"
MAX IN ALL DIRECTIONS.
OVERLAP
TYP
1„
io
LINING STAPLES
ANY AREAS OF THE MATTING THAT ARE
DAMAGED OR NOT IN GOOD CONTACT WITH
THE GROUND SHALL BE REPAIRED OR
REPLACED AND STAPLED IMMEDIATELY.
4. IF EROSION DOES OCCUR, THE PROBLEM
SHALL BE FIXED AND ERODED AREA REPAIRED
AND PROTECTED ' FROM FURTHER DAMAGE.
5 CONTINUE MONITORING MATTED AREAS UNTIL
PERMANENT GROUND COVER HAS BEEN
ESTABLISHED.
RECM AND TRM INSTALLATION
2"-3" SIZED WASHED STONE
25' MIN
STREAM CHANNEL OR
WETLAND
L <
Ii TOP OF BANK
v
Iv
\A
V SURFACE FLOW DIVERSION
C-31-0470
TEMPORARY STREAM / WETLAND CROSSING BY DRAGLINE MATS
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED /
WETLAND AND APPROACH SECTIONS TO A MINIMUM.
2. CLEARING SHALL BE DONE BY CUTTING NOT GRUBBING. THE ROOTS
AND STUMPS SHALL BE LEFT IN PLACE TO HELP STABILIZE THE BANKS
AND ACCELERATE RE -VEGETATION.
3. INSTALL A 6 INCH (MINIMUM) 'LIP' ALONG THE OUTSIDE OF THE
BRIDGEMAT TO PREVENT LOOSE SEDIMENT FROM DEPOSITING IN
STREAM / WETLAND DURING CROSSING.
4. INSTALL SILT FENCE ALONG TOPS OF BANKS AND TIE TO CROSSING.
5. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO
UNDISTURBED AREAS ADJOINING THE STREAM.
6. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW.
7. ALIGN APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A
MINIMUM DISTANCE OF 30 FEET AND STABILIZE WITH 8" THICK LAYER OF
2"-3" WASHED STONE FOR A MINIMUM OF 25 FEET.
8. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER,
INCLUDING PLANNED OVERFLOW AREAS, WITH RIPRAP OR OTHER
SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR
THE IN -PLACE SOIL.
9. USE A SKIDDER BACKHOE OR KNUCKLEBOOM TO INSTALL AND REMOVE
MATS.
10. PLACE MATS BETWEEN "BUMPER TREES" AND ANCHOR ON BOTH BANKS
TO TREES OR DEADMAN ANCHORS SUCH THAT MINIMUM BRIDGE WIDTH
IS8 FT.
11. ENSURE THAT 1/4 (MINIMUM) OF THE MAT TOTAL LENGTH IS SUPPORTED
ON EACH SIDE OF THE BANK.
12. INSTALL WATER DIVERSION DEVICES ON BOTH SIDES OF THE CROSSING.
13. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY
ARE NO LONGER NEEDED.
14. RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION,
AND SMOOTH AND APPROPRIATELY STABILIZE ALL DISTURBED AREAS.
15. ANY IN -STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED
UPON STABILIZATION OF THE AREA.
16. DRAGLINE MATS SHALL REMAIN IN PLACE UNTIL COMPLETION OF
CONSTRUCTION . CHANNEL AND BANKS SHALL BE PROTECTED WITH
CLASS 1 RIPRAP 18" THICK.
17. STEEL BEAMS AND/OR TRENCH BOXES CAN ALSO BE USED IN LIEU OF
TIMBERS, BUT THE SYSTEM MUST BE FULLY PLATED AND/OR COVERED
TO PREVENT MATERIALS FROM FALLING THROUGH THE BRIDGE AND THE
BRIDGE MUST HAVE A 6 INCH LIP AS SPECIFIED IN NOTE 3 (ABOVE).
TEMPORARY VEHICULAR STREAM / WETLAND CROSSING BY DRAGLINE
MAT (BRIDGEMAT)
C-35-0704
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY: B. EDWARDS
DRAWN BY: P. SELISKER
CHECKED BY: T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
CIVIL STANDARD DETAILS
SHEET 4
DATE:
2022
HAZEN NO.: 30621-025
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
NOT RELEASED FOR
CONSTRUCTION
CD4

2" STD AWWA NUT
CASING PIPE, SEE
SPECIFICATIONS FOR
MATERIAL REQUIREMENTS
CARRIER PIPE (RJ DIP)
FILL ANNULAR VOID
BETWEEN CASING PIPE
AND CARRIER PIPE
WITH SAND
PIPE ALIGNMENT GUIDE, SEE
NOTE 1 AND DETAIL 3/CD5.
L3
3
8" BRICK BULKHEAD AT EACH
END OF CASING PIPE
(WATERTIGHT)
NOTES:
1. PROVIDE CASING SPACERS AT THE INTERVALS REQUIRED
IN SECTION 31 71 25.
CASING PIPE
CARRIER PIPE (RJ DIP)
STL. PLATE
1"THK. X 6" LG.
X WIDTH REQD.
3/4"0 BOLTS
(2 REQD-
EA. SIDE)
1" RAD ON
ALL CORNERS
PIPE ALIGNMENT GUIDE
DETAIL
SCALE: NTS
VARIES
VARIES
3
CD5
1
TYPICAL CASING
DETAIL
SCALE: NTS
3
2
CD5
VARIES
12"
MIN
TYP
12:1
CONC CRADLE -EXTEND
FROM END OF CASING TO
FIRST JOINT OF CARRIER
PIPE (MIN 5 LINEAR FEET
OF CONC CRADLE)
VARIES - SEE SITE PLAN
CL
EQUAL
EQUAL
2'
4'
SLOPE AT 1/4:12
1.5"ASPHALT
SURFACE COURSE
3.0" ASPHALT
BASE COURSE —
CUT SECTION \'//,\, \
NOTE:
THE 1.5" ASPHALT CONCRETE SURFACE COURSE AND THE
TACK COAT SHALL NOT BE PLACED UNTIL COMPLETION OF
ALL OTHER WORK IN CONTRACT.
VARIES
NATURAL SOIL OR COMPACTED EMBANKMENT
COMPACTED SUBGRADE
SLOPE AT 1/4:12
—TACK COAT
TRUMBULL FLOOR BOX WITH
BOLT DOWN LID WITH 0-RING,
BUSHING AND PIPE NIPPLE,OR
APPROVED EQUAL
VALVE BOX PAD,
SEE C-33-0631
BUTTERFLY VALVE WITH
EXTENDED BONNET
FILL SECTION
6" AGGREGATE BASE COURSE
TYPE I SEPARATOR GEOTEXTILE
COMPACTED SUB -GRADE
TYPICAL ROADWAY SECTION
C-32-0550
1L\
3
TYPE I SEPARATOR
GEOTEXTILE
GRAVEL ACCESS
ROAD
DETAIL
STATION
GALILEE RD TO 201+50
C-32-0533R
201+50 TO 210+50
C-32-0554R
210+50 TO 234+00
C-32-0553R
234+00 TO HEADWALL
C-32-0554R
GRAVEL ACCESS ROAD
C-32-0553R
24"SQUARE
ADDITIONAL STONE 2' BELOW
VALVE & EXTEND 10' ON
EITHER SIDE OF VALVE
30" BUTTERFLY VALVE ACTUATOR
DETAIL
SCALE: NTS
NATURAL SOIL OR COMPACTED EMBANKMENT
COMPACTED SUBGRADE
1
CD5
GEOGRID
TENSAR TX-160 OR EQUAL
NOTE:
1. FOR WETLAND INSTALLATION, SUBGRADE SHALL BE TESTED BY GEOTECHNICAL
ENGINEER TO DETERMINE IF ADDITIONAL EXCAVATION IS NEEDED.
(IN WETLANDS)
PAY ITEM INCLUDES
VALVE BOX
1.25" SST
EXTENTION STEM
2" SQUARE OPERATING
NUT PINNED TO
ACTUATOR
VALVE SUPPORT
TYPICAL
PAVEMENT
SECTION
NOTE:
EMBED INTO CONCRETE PAD, BRASS DISK
WITH VALVE DATA PER DETAIL C-33-0632
SQUARE CONCRETE PAD
SEE NOTE ABOVE
VALVE BOX TOP SECTION
WITH COVER
FINISHED
GRADE
r.s.
\\ /
4,
-
CENTER SECT ON
(LENGTH AS REQD)
PLAN
VALVE BOX PAD
C-33-0631
NOTE:
1. WALL SECTION TO BE INSTALLED
IN FRESHLY PLACED FOOTING TO
INSURE UNIFORM BEARING.
2. ADD BARREL SECTIONS TO
MANHOLE AS NECESSARY.
3. ELIMINATE FOOTING AT OPENING.
MANHOLE OPENING
MANHOLE STEPS
AT 16" OC
AIR VALVE ATTACHED
PROPOSED PIPELINE (SEE
PLANS FOR SIZE)
w
TYP
BFV
TTO/C 68
30" FE
FLAT BRASS SURVEY MARKER,
MINIMUM 3" DIAMETER WITH
CORRUGATED ANCHOR STEM,
MODEL M/M-BCS-3 1/4FS BY
SURV-CAP OR EQUAL
VALVE TYPE AND NUMBER,
(SEE DRAWINGS)
NUMBER OF TURNS
TO OPEN OR CLOSE
PROCESS DESIGNATION
DIRECTION OF PIPE LINE
NOTES:
1. ENGRAVING SHALL BE MINIMUM 3/16" TALL CAPITAL LETTERS IN A BLOCK
FONT SIMILAR TO ARIAL, CENTERED AND SPACED AS SHOWN.
2. ALL MARKINGS SHALL BE NEATLY MACHINE ENGRAVED.
3. ALTERNATELY, MARKINGS MAY BE HAND STAMPED, PROVIDED STAMPING IS
DEEP ENOUGH TO WITHSTAND NORMAL TRAFFIC AND WEATHERING.
STAMPING OF DISK SHALL BE ACCOMPLISHED PRIOR TO SETTING IN
CONCRETE VALVE BOX PAD.
4 SUBMIT ONE SAMPLE FOR APPROVAL PRIOR TO ENGRAVING ALL MARKERS.
5. REGARDLESS OF ENGRAVING METHOD SELECTED, CONTRACTOR SHALL
PROVIDE COMPATIBLE STAMP SET AND ANVIL TO OWNER UPON
COMPLETION OF PROJECT FOR FUTURE REPAIR OF ENGRAVINGS.
6" MI
12"
TYP
#57 CRUSHED STONE
NOTE:
1. AIR VALVE CAN BE INSTALLED WITH A TEE FITTING AND
ASSOCIATED GATE VALVE OR WITH A TAPPING SLEEVE AND VALVE.
AIR/VACUUM VALVE OR COMBINATION AIR
RELEASE & VACUUM RELEASE VALVE MANHOLE
C-33-0604R
SECTION
f`
C-33-0632
g
VENTED MANHOLE COVER AND FRAME,
EAST JORDAN 1040 C OR APPROVED
EQUAL
FINISHED GRADE
co
MANHOLE STEPS AT 16" OC
6'-0" ID PRECAST MANHOLE
OFFSET PIPE OPENING
6" AIR/VACUUM VALVE OR 6"
COMBINATION AIR RELEASE AND
VACUUM VALVE
GROUT ALL JOINTS
6 FLG GATE VALVE W/ HANDWHEEL
SEE NOTE 1
PROPOSED PIPELINE
"DOG HOUSE TYPE
OPENING IN MANHOLE
CLASS B CONCRETE
OUTSIDE FACE OF
FOOTING MAY BE
CIRCULAR OR SQUARE
FILL CENTER CORE OF
FOOTING WITH STONE
FOR DRAINAGE
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
CIVIL STANDARD DETAILS
SHEET 5
DATE: 2022
HAZEN NO.: 30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
NOT RELEASED FOR
CONSTRUCTION
CD5

EXISTING GRADE, STABILIZE WITH TURF
REINFORCEMENT MATTING (MIN. 5LB/SF
UNVEGETATED SHEAR STRESS) AND SEED
6" TOP SOIL (MIN)
COMPACTED TO 80-85%
STD. PROCTOR
1:1 SLOPE
TOP OF RIP RAP
OHWLV
LIVE STAKES
NATURAL STREAM BED
TOE STONES, SEE
DETAIL 4/CD6
2' MIN
2' MIN
5' MIN
BANK COMPACTED TO
92-95% STD. PROCTOR
MAX. LIFT THICKNESS OF
8" AS COMPACTED
INCHES
DEAD STAKE MIN
24" LENGTH, 2" X
2", SEE EROSION
CONTROL MAT
DETAIL
FOR RIPRAP SIZE INFORMATION,
SEE ROCK SIZING CHART DETAIL
2/CD7. PROVIDE SEPARATOR
GEOTEXTILE BETWEEN NATIVE
SOIL AND RIPRAP. FILL VOIDS
WITH TOP SOIL AND SEED PER
SPECIFICATIONS.
DEAD STAKE MIN
24" LENGTH, 2" X
2", SEE EROSION
CONTROL MAT
DETAIL
ANCHOR TRENCH
1' MAX DEPTH
THE SAME DAY THAT DISTURBANCE OCCURS RESTORE BANKS TO ORIGINAL CONTOURS, PLACE EROSION CONTROL MATTING,
AND SEEDING. SECURE MATTING WITH DEAD STAKES OF SIZE AND SPACING AS SHOWN ON EROSION CONTROL MATTING DETAIL.
WITHIN 30 DAYS OF PIPELINE INSTALLATION RESTORE BANK TO ORIGINAL CONTOURS WITH NATIVE WOODY MATERIAL.
HARVESTED LIVE STAKES ARE TO BE 18 TO 24-INCHES IN LENGTH AND TO 1-INCH IN DIAMETER. THEY ARE TO BE PLANTED
2-FEET ON CENTER AT A DEPTH OF 12-INCHES. PILOT HOLES MAY BE NECESSARY IN CERTAIN SOIL CONDITIONS TO PREVENT
DAMAGE TO THE LIVE STAKES. DISTURBED AREAS FROM TO TOP OF RIPRAP LAYER TO THE EXTENT SHOWN ON THE CONTRACT
DRAWINGS SHALL BE COVERED WITH COCONUT MATTING, UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL PROVIDE THE
SERVICES OF A QUALIFIED PROFESSIONAL IN LIVE STAKING TO INSTALL LIVE STAKING AND MATTING.
MAINTENANCE REQUIREMENTS:
1. INSPECT MATTING WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES } INCH OR MORE OF RAIN. REPAIR OR
REPLACE IMMEDIATELY AS NECESSARY.
2. ENSURE MATTING HAS MAINTAINED GOOD CONTRACT WITH THE GROUND AND EROSION HAS NOT OCCURRED BENEATH THE
MATTING.
3. ANY LIVE STAKES THAT HAVE BEEN DAMAGED, DISPLACED, OR NOT SURVIVED SHALL BE REPLACED IMMEDIATELY.
4. CLEAR ANY ACCUMULATED SEDIMENT OR DEBRIS PROMPTLY.
5. REPLACE DISPLACED RIPRAP AS NECESSARY.
NEUSE RIVER STREAM BANK STABILIZATION
DETAIL
SCALE: NTS
1
CD6
TOP OF SLOPE
LIVESTAKES SPACED 3FT O.C. TRIM EXPOSED LIVESTAKE SUCH THAT 3 - 4 INCHES OF
(TRIANGULAR SPACING) STAKE LENGTH AND TWO BUDS REMAIN ABOVE SURFACE
3 FT
V
COIR MAT AND 6 IN TOPSOIL
45' CUT
LIVE STAKES 0.75 IN - 1.5 IN
DIA X 2 FT - 3 FT LENGTH
TOE OF SLOPE " ' 3/4 LENGTH
FLOW
PROFILE VIEW
NOTES:
SECTION
1. ACCEPTABLE SPECIES: CORNUS AMOMUM (SILKY DOGWOOD), CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH), SALIX SERICEA
(SILKY WILLOW), SAMBUCUS CANADENSIS (ELDERBERRY) UNLESS SPECIFIED OTHERWISE ON PLANTING PLANS.
2. STAKES TO BE 0.75 - 1.5 INCHES IN DIAMETER AND 2 - 3 FEET LONG.
3. SOAK LIVESTAKES FROM ARRIVAL ONSITE TO IMMEDIATELY BEFORE INSTALLATION AND RECUT BOTTOM ENDS AT 45" ANGLES
PRIOR TO INSTALLATION.
4. INSTALL FIRST ROW OF STAKES WITHIN THE FIRST 12 INCHES ABOVE THE BASEFLOW WATER LEVEL. SPACE STAKES AT 3 FEET
ON CENTER AND STAGGER SUBSEQUENT ROWS IN A TRIANGULAR PATTERN. REFER TO PLANTING PLAN FOR NUMBER OF
LIVESTAKE ROWS AND PLANTING AREA EXTENT.
5. USE A DEAD -BLOW HAMMER AND REBAR OR OTHER METHOD APPROVED BY ENGINEER TO CREATE PILOT HOLES
PERPENDICULAR TO THE BANK.
6. INSTALL LIVESTAKES UPRIGHT WITH LEAF BUDS FACING UPWARD AND STAKES PERPENDICULAR TO THE GROUND.
7. HAND PUSH OR GENTLY HAMMER LIVESTAKE 3/4 OF THE ITS LENGTH INTO THE PILOT HOLES KEEPING TWO LEAF BUDS VISIBLE
ABOVE THE SURFACE.
8. TRIM ANY LIVESTAKE TIPS DAMAGED BY INSTALLATION SUCH THAT 3 - 4 INCHES OF LENGTH AND TWO LEAF BUDS REMAIN
ABOVE THE SURFACE.
LIVESTAKE DETAIL
NTS
DETAIL
SCALE: NTS
STONE TOE NOTES:
1. OFFSET DISTANCE FROM STREAM CENTERLINE AND STRUCTURE
LENGTH ARE MEASURED FROM THE TOE OF FOOTER STONE.
2
CD6
2. STONE SHALL BE STACKABLE, TIGHT FITTING AND ABUT ADJACENT
STONES WITH NO VOID/GAP SPACES LARGER THAN 2-INCH. VOIDS
SHALL BE CHINKED -IN WITH SMALLER NON -WEATHERING STONE.
3. TOP STONES SHALL BE FLUSH WITH TOP SURFACES OF ADJACENT
STONES.
4. STAGGER JOINTS 50 THAT EACH STONE RESTS FIRMLY ON TWO STREAM BED
STONES IN THE LAYER BELOW.
5. STONES ARE TO BE PLACED AT A 6:1 CAMBER WITH THE HORIZONTAL
PLANE.
6. NO. 57 STONE MAY BE USED AS NEEDED FOR BEDDING SUPPORT AND
LEVELING; HOWEVER, THE MAJORITY OF EACH TOE AND FOOTER
STONE SHALL BE SUPPORTED BY THE UNDERLYING FOOTER STONE.
7. FILTER FABRIC SHALL WRAP THE TOP ROCK WITH 6-INCHES EXPOSED
BEYOND THE SOIL LAYER INTERFACE.
8. FILTER CLOTH AND COIR MAT SHALL OVERLAP 12-INCHES.
9. THE TRANSITION FROM TOP OF TOE STONE TO GRADE SHALL BE
COVERED WITH COIR MAT AND 6-INCHES (MIN) OF TOPSOIL.
10. SEE ROCK SIZING CHART FOR STONE SIZES.
CHANNEL
MATERIAL-•
TOE OF
FOOTER STONE
BOTTOM
ELEV X
TOP OF SLOPE
TUBELINGS SPACED 3FT O.C.
(TRIANGULAR SPACING)
3 FT
TOE OF SLOPE
FLOW
PROFILE VIEW
NOTES:
SECTION
CUT "X" IN MAT TO INSTALL TUBELINGS
CUT TO BE NO LARGER THAN TUBELING
CONTAINER DIA.
COIR MAT AND 6-IN TOPSOIL
TUBELING
1. ACCEPTABLE SPECIES: CORNUS AMOMUM (SILKY DOGWOOD), CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH), SALIX SERICEA (SILKY WILLOW), SAMBUCUS
CANADENSIS (ELDERBERRY) UNLESS SPECIFIED OTHERWISE ON PLANTING PLANS.
2. TUBELINGS TO BE MIN 3/16-INCH CALIPER WITH MIN 4-INCH ROOT DEPTH AND MIN 3-INCH PLANT HEIGHT.
3. ALL TUBELINGS SHALL COMPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK."
4. INSTALL FIRST ROW OF TUBELINGS WITHIN THE FIRST 12 INCHES ABOVE THE BASEFLOW WATER LEVEL. SPACE TUBELINGS AT 3 FEET ON CENTER AND
STAGGER SUBSEQUENT ROWS IN A TRIANGULAR PATTERN. REFER TO PLANTING PLAN FOR NUMBER OF TUBELING ROWS AND PLANTING AREA EXTENT.
5. TUBELINGS INSTALLED THROUGH COIR MAT OR OTHER MATTING WILL REQUIRE CUTTING THE MAT. THIS CUT SHOULD BE AS SMALL AS POSSIBLE (NO
LARGER THAN THE CONTAINER DIAMETER). CUT A MAX 8-INCH DIA. "X" IN THE COIR MAT AND FOLD BACK FLAPS TO INSTALL TUBELING.
6. HAND AUGER A HOLE SLIGHTLY LARGER THAN TUBELING CONTAINER (MAX WIDTH EQUAL TO TWO TIMES TUBELING CONTAINER WIDTH). PLANT THE
ROOTBALL IN THE PREPARED PLANT PIT 0.5 TO 1-INCH DEEPER THAN IT WAS PLANTED IN CONTAINER.
7. GENTLY PACK SOIL AND COMPOST IN VOID SPACE AROUND THE BASE OF TUBELING SO THAT NO AIR POCKETS REMAIN AFTER INSTALLATION.
8. ONCE TUBELING IS PLACED AND SECURED WITH SOIL AND COMPOST, FOLD FLAPS BACK TO ORIGINAL MAT LOCATION AND SECURE FLAPS WITH DEAD STAKE,
COIR TWINE OR OTHER METHOD APPROVED BY THE ENGINEER.
9. WATER TUBELING IMMEDIATELY OR WITHIN 6 HOURS OF PLANTING. WATER THE SOIL AROUND EACH TUBELING WITH 0.5 GALLON PER PLANT.
TUBELING DETAIL
NTS
D ETAI L
SCALE: NTS
0' OFFSET FROM HEADWALL
TOP ELEV Y
6-IN (MIN)
FILTER FABRIC (NON -WOVEN)
SECTION
TOE STONE (SEE ROCK SIZING CHART FOR SIZE)
NO. 57 STONE BEDDING SUPPORT
FOOTER STONES (SEE STONE SIZING CHART FOR SIZE)
L
L
STONE TOE (ST) SCHEDULE
STRUCTURE
REACH
OFFSET AT FOOTER TOE1
0
(FT)
TOP ELEV.
Y
(MSL)
BOTTOM ELEV.
X
(MSL)
LENGTH':
(FT)
STONE SETBACK
SLOPE
(H:V)
FOOTER DEPTH
D1
(FT)
NOTES
ST1
NEUSE RIVER
22'-0"
97.0
90.0
75
1:1
7
STONE TOE (ST) DETAIL
D ETAI L
4
SCALE: NTS
CD6
STACK TOE AND FOOTER STONE
SO THAT TOP SURFACE OF ROCK
IS AT A 6:1 (H:V) ANGLE FROM
THE HORIZONTAL PLANE
3
CD6
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
CHECKED BY:
T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
CIVIL STANDARD DETAILS
SHEET 6
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
NOT RELEASED FOR
CONSTRUCTION
CD6

EDGE OF FABRIC
4-INCHES MIN. FROM
WOODEN STAKE
FILL KEY TRENCH WITH TOPSOIL AND COMPACT
STAKE FABRIC TO
BOTTOM OF
TRANSITION TRENCH
1 STAKE PER 3 L.F.
WOODEN STAKE
KEY TRENCH DETAIL
OVERLAP SECTION B
Z
SAW A 2 X 4 DIAGONALLY TO
PRODUCE 2 DEAD STOUT STAKES.
TYPICAL DETAIL
STAKE
TOE SLOPE PROTECTION TO
BE PROVIDED AS IDENTIFIED
ON DETAIL.
UPSTREAM FABRIC OVERLAPS DOWNSTREAM
FABRIC 1'
(SEE OVERLAP DETAIL)
1
KEY -IN VERTICAL
EDGE AT UPSTREAM
BOUNDARY LIMITS
FLOW
IES
STAKES
THROUGH
BOTTOM
FABRIC
LAYER
STAKS
THROUGH BOTH
FABRIC LAYERS
3
FABRIC WRAP
WOVEN COIR
FABRIC
EDGE OF FABRIC
4-INCHES MIN. FROM
WOODEN STAKE
TOP OF BANK
MUM ANGLEFORMS WILL BE
4iitjJ
TOE OF SLOPE I I I '••��
IFLOW>
STAKES ON 3'
CENTERS, TYP
PLAN VIEW FOLDING FABRIC AT BENDS
FILL KEY TRENCH WITH TOPSOIL AND COMPACT.
STAKE FABRIC TO
BOTTOM OF
TRANSITION TRENCH,
1 STAKE PER 3 L.F.
WOODEN STAKE
TRANSITION TRENCH DETAIL
UPSTREAM FABRIC
LAYER LAPS OVER
TOP
UPSTREAM FABRIC
r. OVERLAPS
DOWNSTREAM
FABRIC 1'
DOWNSTREAM FABRIC
LAYER LAPS UNDER
STAKE THROUGH
BOTTOM FABRIC -� I( N_ STAKE THROUGH BOTH FABRIC
LAYER I LAYERS
OVERLAP SECTION A
SEE KEY TRENCH
DETAIL
TOP OF BANK
w 1
5 E TRANSITION
TRENCH DETAIL
1
DOWNSTREAM FABRIC
UPSTREAM FABRIC
BANKFULL
PLAN VIEW
COIR FIBER MAT
6" MIN. **
r KEY -IN VERTICAL EDGE
AT DOWNSTREAM
BOUNDARY LIMITS
TOE OF SLOPE
12" *
WOVEN COIR FABRIC
1'
THIS DRAWING REQUIRES
SUPPORTING TECHNICAL
DOCUMENTATION PRIOR TO
USE AND MUST BE ADAPTED
TO THE SPECIFIC SITE.
BACKFILL AND TRANSITION
INTO STREAMBANK
\
\
PORTIONDTOTFACE(UPSTOREAM)
nnAl'\\ �\�\�j\�j\�j\���j�
� BASE FLOW
limiv\\\
PROPOSED SLOPE
TIE-IN MATTING
(12" MIN)
1-FT MIN
TRIANGULAR
WOOD STAKE
EXISTING GROUND
FINISH
GRADE
Y
GENERAL NOTES
1. COCONUT EROSION CONTROL BLANKET SHALL BE'ROLANKA BIO-D
70' OR APPROVED EQUAL, ABLE TO WITHSTAND 12 FPS WATER
VELOCITIES AND 4.5 PSF SHEAR STRESS. FABRIC EMBEDMENT 3.0 FT.
2. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL
PRODUCTS (RECP), INCLUDING ANY NECESSARY APPLICATION OF
LIME, FERTILIZER AND SEED.
3. BEGIN AT THE BOTTOM OF THE SLOPE, WORKING FROM
DOWNSTREAM UP, AND ANCHOR FIBER MATTING IN A 12"
DEEP INITIAL ANCHOR TRENCH. BACKFILL TRENCH AND TAMP
EARTH FIRMLY.
4. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS 12" AND
ANCHOR AT 12" CENTERS WITH THE UPPER ROLL
OVERLAPPING THE TOP OF THE LOWER ROLL.
5. WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END
(SHINGLE STYLE IN DIRECTION OF FLOW) WITH 12" OVERLAP
AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT 6"
CENTERS. ADDITIONAL FASTENING MAY BE REQUIRED WHERE
MATTING IS CUT TO INSTALL PLANTINGS.
6. LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO
MAINTAIN DIRECT CONTACT WITH THE SOIL - DO NOT
STRETCH.
7. FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF (3) 18-INCH
WOOD STAKES PER SQUARE YARD AND FOR SLOPES FLATTER
THAN 2:1 USE A MINIMUM OF (2) 18-INCH WOOD STAKES PER
SQUARE YARD. PROVIDE ADDITIONAL STAKING ALONG
CHANNEL BOTTOM WHERE COIR MAT FORMS TOE OF SLOPE.
8. WOOD STAKES SHALL BE ANGLED SUCH THAT EXPOSED
PORTION (2"-4") FACES UPSTREAM.
9. ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN
12"x6" TERMINAL ANCHOR TRENCH (MIRROR IMAGE OF
INITIAL TRENCH).
* 10. ANCHORING DIMENSIONS TO BE REDUCED IN AREAS OF
NATURAL RESOURCES TO BE PROTECTED.
** 11. EROSION CONTROL MATTING MAY BE EXTENDED UP STREAM
BANK AS DIRECTED.
COIR MAT TO OVERLAY STRAW, SEED AND 6 INCHES OF TOP SOIL
COIR FIBER MATTING OVER TOPSOIL
DETAIL
SCALE: NTS
1
CD7
3 STRANDS OF
BARBED WIRE
TYP CORNER
POST
CLASS "B" CONCRETE
(TYP ALL LOCATIONS)
CORNER/LINE
2 10'-0" TYP
TYP LINE
POST
CONCRETE
L SEE NOTE 2
THIS DETAIL
TOP RAIL
CHAIN LINK FENCE
C-32-0500
AS SHOWN ON SITE PLANS
ROADWAY GATE OPENING
SEE NOTE 1, THIS DETAIL
BRACE
TRUSS ROD
BOTTOM RAIL
TYP GATE POST
CONCRETE
ROADWAY GATE
TOP RAIL
NOTES:
CONCRETE
TYP GATE POST
PERSONNEL GATE
1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION.
2. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES 4
INCHES LARGER IN DIAMETER THAN POSTS AND BACKFILL TO
GRADE WITH CLASS "B" CONCRETE.
PRACTICE / TYPE OF
REVETMENT
SUB-
COMPONENT
PURPOSE
MATERIAL
NOMINAL
SIZE': D55
(INCHES)
NORTH
CAROLINA
MIN SCOUR
DEPTH OR
THICKNESS, Df
or Ds (FEET)
NOTES
DETAIL REFERENCE
GRADING
TOLERANCE
DOT CLASS'
RIPRAP OUTFALL AND
STREAM BANK STONE
RIPRAP
GRADE
CONTROL!
STABILIZATION
RIP RAP
14
CLASS 2
3.5' ON STREAM
BOTTOM, 2.5' ON
STREAM BANK
0.5 FT +/- HOR; 0.1
FT +/- VERT
STONE TOE (ST)
TOE STONE
STREAM BANK
PROTECTION
RIP RAP
22
BOULDER
(D50= 2000#)
NA
0.5 FT+/- HOR; 0.2
FT +/- VERT; NO
SURFACE GAPS IN
EXCESS OF 2
INCHES
FOOTER
STONES
STREAM BANK
PROTECTION
RIP RAP
30
BOULDER
(D50= 5000#)
3.5'
BEDDING
SUPPORT
STABILITY
GRAVEL
1.5
N/A
NA
#57 STONE
1 NOMINAL SIZE REFERS TO AVERAGE DIMENSION=MEDIAN AXIS
' DOT CLASSIFICATION LISTED AS "BOULDER" EXCEEDS DOT CLASSIFICATION DESCRIPTION
ROCK SIZING CHART
D ETAI L
SCALE: NTS
2
CD7
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY: B. EDWARDS
DRAWN BY: P. SELISKER
CHECKED BY: T.TANT
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
CIVIL STANDARD DETAILS
SHEET 7
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
NOT RELEASED FOR
CONSTRUCTION
CD7

NOTES:
GRAVEL
ACCESS ROAD
001 -001
PLAN
SCALE: 1" = 10'
EFFLUENT FORCE MAIN HEADWALL
CD9
LIMITS OF DISTURBANCE, TYP
EXCAVATION SUPPORT
SYSTEM, SEE NOTE 4
STONE TOE OF SLOPE, SEE DETAIL 4/CD6
LOD- LOD
NEUSE RIVER
II
00,
PROPOSED RIP RAP APRON
20' LONG X 14' WIDE XTHICKNESS VARIES
SEE ROCK SIZING CHART DETAIL 2/CD7
115
110
105
100
95
90
GRAVEL
ACCESS ROAD
PROPOSED 3H . 1V SLOPE
EXISTING GRADE
EXCAVATT
SYSTEM, SEEION NOTESUPPOR4
j/A
TOW EL 106.25
EFFLUENT FORCE MAIN HEADW
1
CD9
INV EL 99.50±
_;.
PROPOSED RIP RAP APRON
20' LONG X 14' WIDE X
THICKNESS VARIES
SEE ROCK SIZING CHART
DETAIL2/CD7
NO. 57 STONES
EL 97.00
•!•
:'i
IA, ..;,
z!z.
1-
•I
M•,
MO
1 444
.`,.
itm
APPROXIMATE LIMITS
�
r°1
OF EXCAVATION
NO. 57 STONE
EL 92.00
"tr,Aiet�.,
236+00
237+00
PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1"=2'
115
110
1. THE NEUSE RIVER AT THE OUTFALL SITE IS
DESIGNATED CRITICAL HABITAT FOR THE ENDANGERED
ALANTIC STURGEON (ACIPENSER OXYRINCHUS). NO
IN -STREAM CONSTRUCTION SHALL BE ALLOWED
BETWEEN THE DATES OF AUGUST 1 AND APRIL 30.
2. THE WATER SURFACE ELEVATION OF THE NEUSE RIVER
AT THE DISCHARGE LOCATION WAS 99.90 FT (AS
REFERENCED FROM THE FIELD SURVEY) ON OCTOBER
31, 2019. THE MEAN AND MEDIAN WATER SURFACE
ELEVATIONS OF THE NEUSE RIVER AT THE NEAREST
USGS GAGE 02087570 LOCATED APPROXIMATELY 3
MILES UPSTREAM OF THE OUTFALL SITE IN SMITHFIELD
IS 6.23 FEET AND 4.86 FEET ABOVE THE STREAMBED
(BASED ON 27 YEARS OF RECORD). CONTRACTOR
SHOULD NOTE THAT WATER ELEVATIONS AND FLOWS
IN THE RIVER VARY WIDELY WITH WATER LEVELS
OFTEN EXCEEDING 15 FEET ABOVE THE STREAMBED,
WHICH IS THE NATIONAL WEATHER SERVICE FLOOD
STAGE AT THE USGS SMITHFIELD GAGE, AND FLOWS
OFTEN EXCEEDING 10,000 CFS.
3. THE CONTRACTOR SHALL ABIDE BY THE CONDITIONS
OF THE CORPS OF ENGINEERS PERMIT, INCLUDING BUT
NOT LIMITED TO THE FOLLOWING:
a. RIVER BANK AND RIVER BED SHALL BE STABILIZED
AND RETURNED TO ITS PRE-EXISTING CONDITION TO
THE MAXIMUM EXTENT PRACTICAL IMMEDIATELY
UPON COMPLETION OF THE HEADWALL
CONSTRUCTION.
b. PERIMETER SEDIMENT AND EROSION CONTROL
MEASURES SHALL BE INSTALLED PRIOR TO ANY
LAND DISTURBANCE AND MUST BE MAINTAINED IN
EFFECTIVE OPERATING CONDITION. ALL EXPOSED
SOIL AND OTHER FILLS AS WELL AS WORK BELOW
THE HIGH WATER MARK MUST BE PERMANENTLY
STABILIZED AT THE EARLIEST PRACTICABLE DATE.
WORK SHALL BE PERFORMED DURING PERIODS OF
LOW FLOW.
c. TEMPORARY FILLS MUST CONSIST OF MATERIALS,
AND PLACED IN A MANNER THAT WILL NOT BE
105 ERODED BY EXPECTED HIGH FLOWS.
LL,
100
95
90
238+00
d. MEASURES SHALL BE TAKEN TO PREVENT LIVE OR
FRESH CONCRETE FROM COMING INTO CONTACT
WITH WATERS OF THE STATE UNTIL CONCRETE HAS
HARDENED.
4. EXCAVATION SUPPORT AND DEWATERING SHALL BE
PROVIDED IN NEUSE RIVER AS NECESSARY TO ALLOW
CONSTRUCTION OF HEADWALL AND 48" PIPE.
SELECTION, DESIGN, AND CONSTRUCTION OF
EXCAVATION AND DEWATERING SUPPORT SYSTEM IS
EXCLUSIVELY THE RESPONSIBILITY OF THE
CONTRACTOR. CONTRACTOR SHALL SUBMIT
PROPOSED EXCAVATION SUPPORT AND DEWATERING
SYSTEM TO ENGINEER FOR APPROVAL. EXCAVATION
AND DEWATERING SUPPORT PACKAGE SHALL INCLUDE
TYPE OF EXCAVATION SUPPORT AND DEWATERING
SYSTEM PROPOSED, ERECTION DRAWINGS OF
SUPPORT SYSTEM, AND STRUCTURAL CALCULATIONS
ON PROPOSED SUPPORT SYSTEM. DRAWINGS AND
CALCULATIONS OF SHALL BE SEALED BY A
PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN
THE STATE OF NORTH CAROLINA
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
B. EDWARDS
DRAWN BY:
P. SELISKER
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
Hazen
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
HEADWALL PLAN AND PROFILE
DATE:
2022
HAZEN NO.: 30621-025
CONTRACT NO.:
CHECKED BY:
T.TANT
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING 11
IS NOT TO FULL SCALE
NOT RELEASED FOR
CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO. : C-0381
DRAWING
NUMBER:
CD8

NOTES:
1. FOR LOCATION OF HEADWALL, SEE DRAWING P23.
72
N
x EL 97.00
48"EFFLUENT
GRAVITY OUTFALL
TOW EL 106.25
la
EFFLUENT FORCE MAIN HEADWALL
DETAIL
1
CD8
OPP
HAND
0
EL 106.25
EL 105.75
EL 103.17
PIPE INV EL 99.50
EL 97.00
I
/ / 1
1
xx \// ////
FRONT ELEVATION
0
0
0 0 0
0 0
0
SCREEN DETAIL
DETAIL
2
CD9
48"0 EFFLUENT PIPE
PL 3/8" SST CROSS MEMBER @4" OC
L2 1/2x2 1/2x1/4 SST
PL 3/8" SST @8" OC, TYP
3/4"0 SST ADHESIVE
ANCHORS W/6" MIN EMBED
6 ANCHORS EACH SIDE, 18
TOTAL, 3 SIDES
L3x3x1/4 SST, TYP UNO
L4x4x1/2 SST
REINF AT OPENINGS
S-03-0109
48' EFFLUENT GRAVITY OUTFALL
PL 3/8" SST CROSS MEMBER
L3x2x1/4 SST
STOP PL 3/8" SST
L2 1/2x2 1/2x1/4 SST
L3x3x1/4 SST
PL 3/8" SST @8" OC, TYP
2. PRIOR TO CONSTRUCTING HEADWALL FOOTING,
EXPOSED SUBGRADE SHALL BE INSPECTED BY
GEOTECHNICAL ENGINEER TO VERIFY AN ALLOWABLE
SOIL BEARING PRESSURE OF 2100 PSF. ANY AREAS
DEEMED UNSUITABLE SHALL BE EXCAVATED FURTHER
UNTIL MATERIAL DEEMED SUITABLE IS ENCOUNTERED.
RESULTING VOIDS SHALL BE BACKFILLED WITH #57
STONE. PAYMENT FOR ADDITIONAL EXCAVATION AND
STONE BACKFILL WILL BE PAID VIA TERMS OF A
NEGOTIATED CHANGE ORDER.
NOTES:
1. THIS DETAIL APPLIES FOR OPENINGS 8"0 AND LARGER. FOR SMALLER
OPENINGS, BEND BARS OR ADJUST SPACING OF REINFORCEMENT TO
AVOID OPENING.
2. PLACE EXTRA BARS OF THE SAME SIZE AS THE INTERRUPTED BARS AT
EACH SIDE OF OPENING. QUANTITY OF EXTRA BARS AT EACH SIDE
SHALL EQUAL HALF THE QUANTITY OF INTERRUPTED BARS EXCEPT
WHERE NOTED OTHERWISE.
3. PROVIDE ONE DIAGONAL BAR EACH SIDE OF OPENING WITH SIZE EQUAL
TO MAIN REINFORCEMENT, TYPICAL EACH FACE.
4. WHERE INVERT OF OPENING IN WALL IS LESS THAN 44 BAR DIAMETERS
FROM TOP OF SLAB, EXTRA REINFORCEMENT ON EACH SIDE SHALL
INCLUDE DOWELS EMBEDDED INTO SLAB WITH STANDARD 90 DEGREE
HOOKS TO SPLICE WITH EXTRA VERTICAL REINFORCEMENT. DOWELS
SHALL ALSO STILL BE PROVIDED BELOW OPENING.
5. WHERE INVERT OF OPENING IN WALL OR SLAB IS CLOSER THAN 44 BAR
DIAMETERS TO EDGE OF SLAB OR BOTTOM OF WALL, EXTRA DIAGONAL
BARS MAY BE TERMINATED TWO INCHES FROM EDGE OF SLAB OR
BOTTOM OF WALL. DOWELS DO NOT HAVE TO BE PROVIDED TO SPLICE
WITH DIAGONAL BARS.
TYPICAL REINFORCING AT OPENINGS
S-03-0109
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
G. STILWELL
DRAWN BY:
P. SELISKER
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
Hazen
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN HEADWALL
DATE: 2022
HAZEN NO.: 30621-025
CONTRACT NO.:
1
CHECKED BY:
T.TANT
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
NOT RELEASED FOR
CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DRAWING
NUMBER:
CD9

GRADE EL VARIES
#7 DWLS ©8'
EL 97.00
12"
EL
VARIES
#8C#8"
EF,
EW
#7©8"
T&B EW
.97.00
18"
GRADE EL
VARIES
EL 106.25
PIPE
10,-0"
i
NCDOT CLASS 2 RIP RAP SEE SHEET CD8
#6©8"
EF,
EW
#7 DWLS©8"
PROPOSED PIPE INVERT EL 99.50±
O 1
SUBGRADE PREP,
SEE NOTE 2 ON
DRAWING CD9
#7Q8"
T&B EW
EL 92.00
i
•
• •
12"
#6©8"
EF/EW
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
G. STILWELL
DRAWN BY:
P. SELISKER
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
Hazen
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
EFFLUENT FORCE MAIN HEADWALL
DATE: 2022
HAZEN NO.:
30621-025
CONTRACT NO.:
1
CHECKED BY:
T.TANT
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
NOT RELEASED FOR
CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DRAWING
NUMBER:
CD10

7/21/20224:13 PM
�10 W WTP
30" EFFLUENT FM
( 8" WAS
30"x20" RJ TEE
20" RJ BFV
- 8" 45° RJ BEND
(2 TYP)
RCW TANK Y20" RCW
12" RS
20" RJ BFV
30" BFV W/
MEGALUG -
8" 45° RJ BEND
(2 TYP)
12" MIN VERTICAL
SEPARATION
Imo/
- 20"x20" RJ TEE
(INEUSE RIVEN,
- 8" RJ SOLID COUPLER
(2 TYP)
3' PER RECORD
DRAWINGS
CENTRAL WWTP
20" RJ
SOLID COUPLER
12" RS
RCW INTERCONNECTION NO. 1
N.T.S
24" RJ
SOLID COUPLER
2�CW TANKTANK 24" RCW
12" LINE STOP,
TYP 2
210 WWTP
3' PER RECORD
DRAWINGS
8" WAS
- 24"x24" RJ TEE 24" RJ BFV
12" 45° RJ BEND
(2 TYP)
24" RJ BFV
- 30" BFV W/
MEGALUG
3' PER RECORD
DRAWINGS
CENTRAL WWTP
>//
12" MIN VERTICAL
SEPARATION
N
/
30 x24' RJ TEE -
CC
12" 45° RJ BEND
(2 TYP)
30" EFFLUENT F14d
RCW INTERCONNECTION NO. 2
N.T.S
3' PER RECORD
DRAWINGS
coy
- 12" RJ SOLID COUPLER
(2 TYP)
NEUSE RIVER
BLIND FLANGE
3'W x 6'L x 6"D CONCRETE PAD
WITH WWF 6x6-W1.4 x W1.
FINISHED GRADE -
CONCRETE THRUST BLOCK
NOTES:
1. ALL PIPING TO BE DUCTILE IRON.
2. CONC. THRUST BLOCK TO HAVE MIN. OF 6 SQ.
FT. BEARING ON SOLID BANK (MORE IF REQ'D.).
3. ALL EXPOSED PIPING SHALL BE PAINTED
BLACK.
4 IN LOU OF TIE RODS, RESTRAINED JOINT
FITTINGS MAY BE USED.
5 REFER TO PLANS FOR ACTUAL LOCATIONS OF
DRAIN ASSEMBLY.
PLAN
90° MJ DI FITTING
%" TYPE 304 S.S.
THREADED RODS
MIN. 2 EA.
GATE VALVE SHALL MATCH
SIZE OF HYDRANT
SECTION
90° FLANGED DI FITTING
Y" TYPE 304 S.S. THREADED RODS 2 EA.
FL x PE DIP
CONCRETE PROTECTOR RING
OR 12"0 CONCRETE COLLAR
6" EFFLUENT FORCE MAIN DRAIN ASSEMBLY
N.T.S
30"x6" TEE
30" EFFLUENT FM
PROJECT
ENGINEER:
M. SADLER
DESIGNED BY:
G. STILWELL
DRAWN BY:
P. SELISKER
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
Hazen
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
RECLAIMED WATER INTERCONNECTION DETAILS
DATE: 2022
HAZEN NO.:
30621-025
CONTRACT NO.:
CHECKED BY:
T.TANT
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
NOT RELEASED FOR
CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
DRAWING
NUMBER:
CD11

3
FORCEMAIN - DECHLORINATION FACILI
REV
ISSUED FOR
DATE
B
JOHNSTON COUNTY
UTILITY/ACCESS EASEMENT
MAP BOOK 73 PAGE 461
GRAVEL ACCESS
ROAD ENTRANCE
GALILEE RD (SR 1341)
OWNER: WILLIAM DOUGLAS PARKER JR TRUST
AND FREDERICK, JAMES C. TRUSTEE
PIN: 168300-27-3309
OWNER: RHODES, ROBERT
JAMES AND RHODES, JEAN S
PIN: 168300-33-2318
OWNER: WOODALL, BETTY SUE
PIN: 168317-12-6426
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
M. SADLER
B. EDWARDS
P. SELISKER
T.TANT
IF THIS BAR DOES NOT 0 1/2" 1
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
OWNER: WOODALL, BETTY SUE
PIN: 168317-12-6426
OWNER: BRYANT, LEE RAY LIFE
ESTATE AND RAYNOR, TRAVION
MARCELL REMAINDER
PIN: 168300-13-7479
OWNER: BRYANT, LEE EDWARD
PIN: 168300-13-7360
OWNER: RHODES, ROBERT
JAMES AND RHODES, JEAN S
PIN: 168300 33-2318
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
OWNER: WOODALL, BETTY SUE I
PIN: 168300-34-7722
OWNER: RHODES,
ROBERT JAMES AND
RHODES, JEAN S
PIN: 168300-33-5592
/7/
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
OWNER: COUNTY OF JOHNSTON
PIN: 168300-57-0511
OWNER: COUNTY OF JOHNSTON
PIN: 168311-55-2813
OWNER: WOODALL, BETTY SUE
PIN: 168315-54-2935
OWNER: JONES, EDDIE NELSON
PIN: 168300-54-0029
OVERALL SITE PLAN
1"= 300'
DEPARTMENT OF PUBLIC UTILITIES
JOHNSTON COUNTY, NORTH CAROLINA
210 WASTEWATER TREATMENT FACILITY
EFFLUENT FORCE MAIN AND
DECHLORINATION FACILITY
SITE NOTES:
1. PARCEL BOUNDARY INFORMATION SHOWN PER JOHNSTON COUNTY
GIS. DETAILED PROPERTY LINE INFORMATION ON SITE PLANS
PROVIDED BY SURVEY CONDUCTED BY JOYNER KEENY, PLLC.
SURVEY TITLED, "JOHNSTON COUNTY WWTP SMITHFIELD, NC" DATED
FEBRUARY 6, 2019.
2. DECHLORINATION FACILITIES ARE PROPOSED ON PROPERTY PIN
168300-57-0511. PROPERTY ACREAGE = 105.09 PER JOHNSTON
COUNTY GIS.
PROPERTY INFORMATION:
PIN: 168300-57-0511
ADDRESS: 1300 GALILEE RD
SMITHFIELD, NC
27577
ZONING: R-20A
SETBACKS AND DIMENSION INFORMATION:
MIN. FRONTAGE:
MIN. FRONT YARD:
MIN. SIDE YARD:
MIN. REAR YARD:
MAX. HEIGHT:
75'
30'
10'
25'
35'
PARCEL AREA: 105.09 ACRES
PROJECT INFORMATION:
GALILEE RD SITE DISTANCE: 300' (BOTH DIRECTIONS)
DECHLORINATION BUILDING HEIGHT: 23'
EXTERIOR LIGHTING:
THE ONLY LIGHTING PROPOSED FOR THIS PROJECT IS THREE WALL MOUNTED FIXTURES
LOCATED AT EXTERNAL DOORS. WALL MOUNTED FIXTURES ARE LED, WILL HAVE FULL
CUT-OFF OPTICS, AND WILL BE ON TIMED SWITCHES. THE DECHLORINATION FACILITY IS
AN UNMANED FACILITY SO LIGHTS WILL BE REGULARLY OFF AND ONLY TURNED ON WHEN
NEEDED.
EXISTING IMPERVIOUS SURFACE: 0 ACRES
PROPOSED IMPERVIOUS SURFACE 1.1 ACRES (ON PARCEL 168300-57-0511)
PERCENT IMPERVIOUS: 1%
STORMWATER COMPLIANCE:
THE PROJECT'S OVERALL IMPERVIOUS SURFACE PERCENTAGE IS 1% AND WELL
BELOW THE 15% THRESHOLD FOR EXEMPTION FROM THE STORMWATER
MANAGEMENT REQUIREMENTS LISTED IN THE TOWN OF SMITHFIELD UDO AS PER
SECTION 10.43.2.2.2. FURTHERMORE, STORMWATER FOR THIS PROJECT WILL BE
CONVEYED FROM DEVELOPED PORTIONS MOSTLY THROUGH NATURAL DRAINAGE,
SURFACE FLOW, AND GRASSED CHANNELS.
SECTION 10.43.2.3 STATES THAT NUTRIENT MANAGEMENT IS REQUIRED FOR ALL
DEVELOPMENTS OF ONE ACRE OR MORE WHETHER OR NOT THE DEVELOPMENT IS
EXEMPT FROM FURTHER REQUIREMENTS. AS PER SECTION 10.47.3, NITROGEN
LOADING CONTRIBUTED BY NEW DEVELOPMENT SHALL BE RESTRICTED TO 3.6
POUNDS OF NITROGEN PER ACRE PER YEAR. THE POST CONSTRUCTION NITROGEN
LOADING RATE FOR THE AFFECTED JOHNSTON COUNTY PARCEL IS 0.90 POUNDS OF
NITROGEN PER ACRE PER YEAR. SEE TABLE BELOW FOR THE NITROGEN LOADING
CALCULATION.
NITROGEN -LOADING CALCULATIONS (POST CONSTRUCTION)
TYPE OF LAND COVER
PERMANENT PROTECTED UNDISTURBED
OPEN SPACE (FOREST, UNMOWED
MEADOW)
PERMANENT PROTECTED MANAGED
OPEN SPACE (GRASS, LANDSCAPING,
ETC.)
IMPERVIOUS AREA
TOTAL
TN EXPORT TN EXPORT
COEFF. FROM USE
AREA (AC) (LBS/AC/YR) (LBS/YR)
89.28
0.6
53.57
14.71
1.2
17.65
1.10
21.2
23.32
105.09
94.5
NITROGREN LOADING RATE (LBS/AC/YR) 0.90
PERMITTING
CIVIL
SITE PLAN INFORMATION
DATE:
2022
HAZEN NO.:
30621-025
CONTRACT NO
1
DRAWING
NUMBER:
SP1