SW6220603_Plansheet - Set_20220711

GENERAL NOTES:
1. ALL WORK SHALL COMPLY WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS.
2. THIS PROJECT IS SERVED BY PUBLIC WATER OWNED, MAINTAINED AND OPERATED BY HARNETT
COUNTY DEPARTMENT OF PUBLIC UTILITIES.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES AND REPAIRING ANY
DAMAGE TO SAME. UTILITY LOCATIONS AS SHOWN ON PLANS ARE APPROXIMATE AND MAY NOT BE
COMPLETE. THE CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE
ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION.
4. PROVISIONS SHALL BE MADE TO ENSURE POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. NATURAL
DRAINAGE FEATURES DISTURBED BY CONSTRUCTION MUST BE RE-ESTABLISHED. NO PONDING DUE
TO SPOILS STOCKPILING OR OTHER ACTIVITIES SHALL BE PERMITTED.
S. WORK IN PUBLIC RIGHT-OF-WAYS OR PRIVATE EASEMENTS SHALL BE ACCOMPLISHED BY THE
CONTRACTOR ACCORDING TO THE REQUIREMENTS OR CONDITIONS OF THE ENCROACHMENT PERMIT
OR OTHER LEGAL DOCUMENTS AS THOUGH DOCUMENTS WERE ISSUED IN THE CONTRACTOR NAME.
THE CONTRACTOR SHALL MAINTAIN COPIES OF THESE DOCUMENTS ON THE SITES AT ALL TIMES.
6. WHEN THE CONTRACTOR IS UNABLE TO COMPLETE HIS WORK AS SHOWN ON THE PLANS BECAUSE OF
AN EXISTING UTILITY, CONTRACTOR SHALL STAKE THE LOCATION OF THE UTILITY PRIOR TO
PROCEEDING AND CONTACT THE ENGINEER.
7. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AGENCIES, THE OWNER, THE ENGINEER AND ALL OTHER
CONCERNED PARTIES WHEN CONSTRUCTION IS TO COMMENCE. PRIOR TO ANY CONSTRUCTION A
PRECONSTRUCTION MEETING SHALL BE HELD WITH THE MUNICIPALITY / AUTHORITY, THE
CONTRACTOR, THE ENGINEER AND ANY OTHER INTERESTED PARTY.
8. DATA REQUIRED FOR PREPARATION OF RECORD DRAWINGS SHALL BE OBTAINED BY THE
CONTRACTOR AT THE TIME FOR INSTALLATION. DATA SHALL BE ACCUMULATED BY THE CONTRACTOR
DURING THE CONSTRUCTION PERIOD AND PROVIDED TO THE ENGINEER UPON COMPLETION OF THE
PROJECT
9. INSPECTIONS SHALL BE CONDUCTED IN ACCORDANCE WITH ALL APPLICABLE HARNETT COUNTY,
NCDNER AND NCDOT STANDARDS.
10. ALL EXCAVATED EXCESS OR WASTE SOILS AND MATERIAL SHALL BE REMOVED FROM THE SITE BY
CONTRACTOR EXCEPT AS SPECIFICALLY APPROVED IN WRITING BY BOTH THE ENGINEER AND OWNER.
11. WHEN CONCRETE SIDEWALKS, CURB AND GUTTER SECTIONS OR ASPHALT PAVEMENT ARE DAMAGED
DUE TO CONSTRUCTION ACTIVITIES, THEY SHALL BE REPLACED IN A TIMELY MANNER BY THE
CONTRACTOR TO ASSURE THE CONTINUED USE OF THESE FACILITIES BY ALL CONCERNED.
12. CONTRACTOR IS TO COMPLY WITH ALL PROVISIONS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES WHEN WORKING ADJACENT TO AN EXISTING PUBLIC HIGHWAY RIGHT OF WAY.
13. THE CONTRACTOR WILL MAINTAIN ALL EXISTING ROADS IN A NEAT AND CLEAN CONDITION
THROUGHOUT THE COURSE OF THE PROJECT CONSTRUCTION.
OWNER
ALLIED INVESTORS, INC.
F.K.A.: ALLIED DEVELOPMENT, INC.
FAYETTEVILLE, NC 28303
HARNETT SELF STORAGE
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DEED BOOK 2890, PAGE 871
PLAT BOOK 2010, PAGES 674-677 1
P1N: 9586-78-6389.000
P1D: 03958703 0020 70 I
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PLAT BOOK 2010, PAGES 674-677
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I ED BOOK 1145, PAGE 347
iLAOOK 2010, PAGES 674-677 47
PIN: 9586-98-1436.000
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OVERALL PLAN
SHEET SCHEDULE
SHEET TITLE
SHEET NO:
ORIGINAL DATE
LATEST REVISION DATE
COVER SHEET
01
MAY 18, 2022
MAY 23, 2022
EXISTING CONDITION
C 1.0
MAY 18, 2022
SITE PLAN
C 2.0
MAY 18, 2022
EROSION CONTROL PLAN - INITIAL PHASE
C 3.0
MAY 18, 2022
MAY 23, 2022
EROSION CONTROL PLAN - CONSTRUCTION PHASE
C 3.1
MAY 181 2022
MAY 23, 2022
EROSION CONTROL PLAN - FINAL PHASE
C 3.2
MAY 18, 2022
MAY 23, 2022
EROSION CONTROL GROUND STABILIZATION AND SELF
INSPECTION NOTE
C 3.4
MAY 18, 2022
EROSION CONTROL NOTE
C 3.5
MAY 18, 2022
EROSION CONTROL DETAIL
C 3.6
MAY 18, 2022
EROSION CONTROL DETAIL
C 3.7
MAY 18, 2022
EROSION CONTROL DETAIL
C 3.8
MAY 18, 2022
GRADING AND DRAINAGE PLAN
C 4.0
MAY 18, 2022
STORM DRAINAGE PROFILES
C 4.1
MAY 18, 2022
STORM DRAINAGE PROFILES
UTILITY PLAN AND DETAILS
SITE DETAIL
C 4.2
MAY 18, 2022
C 5.0
MAY 18, 2022
C 6.0
MAY 18, 2022
MODIFIED PERMIT DRAINAGE AREA MAP
D 1.0
MAY 18, 2022
LANDSCAPE PLAN AND DETAIL
L 1.0
MAY 18, 2022
REVISION OCCURRENCE LIST
1
5/23/2022
PER NCDNER COMMENTS
JLF
REVISION NO.
DATE
REVISION DESCRIPTION
BY
THIS SET IS CURRENT THROUGH SHEET DATED: MAY 23, 2022
ENGINEERING, PLLC
3417 Winterwind Circle, Sanford, NC 27330
PO Box 249, Sanford, NC 27331
Phone: [phone]
e-mail: [e-mail]
NC License #: P-0836

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NC GRID COORDINATES --
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PIN: 9586-98-1436.000
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AND MAPPING
1503 OLD CARBONTON ROAD
SANFORD, NC 27330
919 478-3945
FIRM: 1458
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PROPOSED 6" BLACK 25' REART SETBACK
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ALLIED INVESTORS, LLC I
iDEED BOOK 1145, PAGE 347 47 i 46
PLAT BOOK 2010, PAGES 674-677
PIN: 9586-98-1436.000
I PID: 03958701 0020 I I
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SITE DATA:
PROJECT:
HARNETT SELF STORAGE
ZONED:
COMMERCIAL
OWNER:
ALLIED INVESTORS INC
350 WAGONER DRIVE
FAYETTEVILLE, NC 28303
PHONE: [phone]
[e-mail]
PROPERTY LOCATION:
ALPINE DRIVE
SANFORD, NC 27332
PIN #:
9586-88-3426.00
NEIGHBORHOOD:
0030OF
PROPOSED USED:
SELF STORAGE
TOTAL SITE AREA:
7.50 AC
DEED REFERENCE:
BOOK 1145, PAGE 0347
THE SUBJECT PROPERTY LIES
IN A ZONE X ACCORDING TO FIRM
#371095800J EFFECTIVE DATE 10/03/2006
SITE LEGEND
STANDARD DUTY ASPHALT PAVEMENT (SEE DETAIL)
NOTES:
1. RADII AND PARKING DIMENSIONS ARE TO EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
2. DEVELOPMENT SHALL COMPLY WITH HARNETT COUNTY ZONING
AND LAND DEVELOPMENT REGULATIONS, LATEST EDITIONS.
SCALE IN FEET �
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APPROVED BY.
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DATE:
SHEET:
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CIVIL
SITE LAYOUT, 5/17/2022 10:12:40 PM, ARCH full bleed D (36.00 x 24.00 Inches)

NATURE AND PURPOSE OF CONSTRUCTION
THE PURPOSE OF THIS PROJECT IS TO PROVIDE ROAD ACCESS FOR STORAGE UNITS DEVELOPMENT
SITE. THE PROJECT WILL INVOLVE CONSTRUCTION OF STORM DRAINAGE SYSTEM TO EXISTING POND
AND CONVEYANCE SWALE. SEWER SERVICE TO A SEPTIC SYSTEM AND WATER SERVICE CONNECTED
TO AN EXISTING WATER MAIN.
PERMANENT VEGETATION SHALL BE ESTABLISHED QUICKLY UPON COMPLETION OF THE PERIMETER
AREA OF THE SITE GRADING AND INFRASTRUCTURES IN ORDER TO REDUCE THE AMOUNT OF
SEDIMENT RUNOFF FROM THE SITE.
SITE IS NOT IN FLOOD PLAIN.
NOTE:
PURSUANT TO G.S. 133-A57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN
THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL
DEVICES OR STRUCTURES.
IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVICES,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUNDCOVER WILL BE PROVIDED FOR
ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDER DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO RESTRAIN
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 CALENDAR DAYS OR 60 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
NOTE:
EFFECTIVE OCTOBER1, 2010, PERSONS CONDUCTING LAND -DISTURBING ACTIVITIES LARGER THAN
ONE ACRE MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT AND DOCUMENT
THE INSPECTION IN WRITING. KEEP WRITTEN INSPECTION REPORTS ON CONSTRUCTION SITE IN WHICH IT
SHOULD BE READILYAVAILABLE FOR EROSION CONTROL INSPECTOR'S REVIEW WHEN VISITING SITE.
SELF -INSPECTION REPORT FORMS ARE AVAILABLE AS AN EXCEL SPREADSHEET FROM LAND QUALITY WEB
SITE: www.dlr.enr.state.nc.us/pages/sedimentation new.html
SEEDING SCHEDULE
NOTE
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN 21
CALENDAR DAYS AND SUBJECT TO
FURTHER DISTURBANCE. PERMANENT SEED
MIX SHALL
BE CHECKED FOR ADEQUACY ON JULY
15. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS
OF BERMUDA OR SERICEA LESPEDEZA
PER ONE SQUARE FOOT.
TEMPORARY SUMMER SEED MIX
(TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES RATE
(LB./ACRE)
MARCH 1 - SEPT. 1
GERMAN MILLET
120
TEMPORARY WINTER SEED MIX
(TO BE FOLLOWED BY PERMANENT SPRING SEED MIX)
SPECIES RATE
(LB./ACRE)
SEPT. 1 - MARCH 1
WINTER RYE (GRAIN)
200
KOBE LESPEDEZA
120
PERMANENT SPRING SEED MIX
SPECIES RATE
(LB./ACRE)
MARCH 1 - JULY 1
PENSICOLA BAHIAGRASS
60
COMMON BERMUDA
25
SERICEA LESPEDEZA
30
PERMANENT FALL SEED MIX
SPECIES RATE
(LB./ACRE)
SEPT. 1 - NOV. 1
COMMON BERMUDA
30
SERICEA LESPEDEZA (UNSCARIFIED)
30
KOBE LESPEDEZA
10
SOIL AMENDMENTS
TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES 2:1 OR FLATTER
APPLY FERTILIZER (10-10-10) AT A RATE OF 1000 LB/ACRE
APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LB/ACRE
APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE
REQUIRED FOR PERMANENT SEED MIX ONLY
nni n OW
APPLY4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR MULCH WITH ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE
OF 400 GAL./ACRE
MAINTENANCE
MINIMUM OF 1 " OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR
SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED).
WATER
REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLYADEQUATE.
MOW WHEN THE AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES.
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
EROSION CONTROL MAINTENANCE SCHEDULE
LAND GRADING: PERIODICALLY CHECK ALL GRADED AREAS AND THE SUPPORTING EROSION AND
SEDIMENTATION CONTROL PRACTICES, ESPECIALLYAFTER HEAVY RAINFALLS. PROMPTLY REMOVE ALL
SEDIMENT FROM DIVERSIONS AND OTHER WATER -DISPOSAL PRACTICES. IF WASHOUT OR BREAKS
OCCUR, REPAIR THEM IMMEDIATELY. PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE THEY
BECOME SIGNIFICANT GULLIES IS AN ESSENTIAL PART OF AN EFFECTIVE EROSION AND
SEDIMENTATION CONTROL PLAN.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT: MAINTAIN THE GRAVEL PAD IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
TOP DRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
OUTLET STABILIZATION STRUCTURE: INSPECT RIP RAP OUTLET STRUCTURES AFTER HEAVY RAINS TO
SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
DROP INLET PROTECTION (TEMPORARY): INSPECT THE FABRIC BARRIER AFTER EACH RAIN AND MAKE
REPAIRS AS NEEDED. REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
FABRIC DURING SEDIMENT REMOVAL. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF
THEM PROPERLY. BRING THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND
COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
SEDIMENT FENCE (SILT FENCE): INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
DUST CONTROL: MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL
DISTURBED AREAS HAVE BEEN STABILIZED.
TREE PRESERVATION AND PROTECTION: REPAIR ANY DAMAGE TO PROTECTED TREE AS FOLLOW
SHOULD DAMAGE TO CROWN, TRUNK, OR ROOT SYSTEM OCCUR.
(REFERENCE NCDENR MANUAL, PAGE 6.05.3 AND 6.05.4)
REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH TREE PAINT.
SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS AS SHOWN IN FIGURE
6.05b, TAPER THE CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH.
USE THREE SEPARATED CUTS AS SHOWN IN FIGURE 6.05c TO AVOID PEELING BARK FROM
HEALTHYAREAS OF THE TREE.
GROUND STABILIZATION REQUIREMENTS
CONTRACTOR SHALL BE REQUIRED TO ESTABLISH GROUND
STABILIZATION AS PER FOLLOWING CHART.
SITE AREA
STABILIZATION
STABILIZATION TIME
APPLICABLE
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
THIS PROJECT
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES AND
YES
SLOPES
HIGH QUALITY WATER
7 DAYS
NONE
(HQW) ZONES
NO
FLATTER THAN 4:1
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR LESS
THAN 3:1
IN LENGTH AND ARE NOT
NO
STEEPER THAN 2:1 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES GREATER
YES
FLATTER
THAN 50 FEET IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE
WITH SLOPES
(EXCEPT FOR PERIMETER
YES
FLATTER THAN 4:1
AND HQ ZONES)
TYPICAL GROUND COVER STABILIZATION TYPES - GRASS
AND OR SOD, WHEAT STRAW, MULCH, BIODEGRADABLE
STRAW MATTING, SYNTHETIC MATTING, ETC.
SEED BED PREPARATION
1. RIP THE ENTIRE AREA TO 6" DEPTH.
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE
WITH "SEEDING SCHEDULE" AND MIX WITH SOIL.
4. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED
IS PREPARED 4 TO 6 INCHES DEEP.
5. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO "SEEDING SCHEDULE."
6. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING.
7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING
SCHEDULE". MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON,
IF POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL
LIME, FERTILIZER, AND SEEDING REQUIREMENTS.
EROSION CONTROL MEASURE - INITIAL PHASE:
1. ENSURE ALL APPROVALS HAVE BEEN OBTAINED PRIOR TO ANY LAND DISTURBANCE.
2. CONDUCT ON -SITE PRE -CONSTRUCTION MEETING WITH THE CONTRACTOR, OWNER, ENGINEER AND
CONSTRUCTION MANAGER TO REVIEW THE PROJECT AND EROSION CONTROL SEQUENCES.
3. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WITHIN AND IMMEDIATELY ADJACENT TO THE PROJECT AREA.
4. INSTALL CONSTRUCTION ENTRANCE AT LOCATION SHOWN ON THE PLAN -OFF OF EDGE OF EXISTING PAVEMENT
ON ALPINE DRIVE.
5. FLAG LIMITS OF ALL DISTURBED AREA AS SHOWN ON THE PLANS FOR INSTALLATION OF PERIMETER EROSION
CONTROL DEVICES - SILT FENCE AND SILT FENCE OUTLET AND SEDIMENT BASIN WHERE SHOWN ON THE PLANS.
6. INSTALL ALL SILT FENCE AND SEDIMENT BASINS AS SHOWN ON THE PLANS.
7. CONSTRUCT TEMPORARY DIVERSION DITCHES AS SHOWN ON THE PLANS.
8. "EROSION AND SEDIMENT CONTROL(E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED
BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF
THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION." THE
COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (E-NOI) FORM ATDEQ.NC.GOV/NCG01.
PLEASE NOTE, THE E-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED.
9. WITHIN 14 CALENDER DAYS OF COMPLETION OF ANY PHASE OF GRADING, GROUND COVER SHALL BE PROVIDED
ON EXPOSED SLOPES AND PERMANENT GROUND COVER SHALL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN
14 CALENDER DAYS OR 60 CALENDER DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
10. THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL
MEASURES AND COMPLETE THE FOLLOWING COMBINED SELF -INSPECTION FORM FOUND ON THE DEMLR WEBSITE
https://files.nc.gov/ncdeq/Energy%20Mineral%20and%2OLand%2OResources/Stormwater
/NPDES%20General%2OPermits/DEMLR-CSW-Monitoring-Form-Rev-August-8-2019.pdf
TWELVE MONTHS OF 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. (GS 113A-54.1 (E), 15ANCAC 04B.0131,
NCG01 PART III SECTIONS A AND B).
11. CLEAR AND GRUB SITE (WHERE REQUIRED) AND LEGALLY DISPOSE OF ALL DEBRIS OFF SITE.
12. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST
ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH.
ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES
SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE
INSTALLED AT THE PROJECT SITE FOR MONITORING.
13. TOTAL SITE DISTURBED AREA = 7.52 AC.
CONSTRUCTION SEQUENCE & EROSION CONTROL
MEASURES -
CONSTRUCTION PHASE:
1. CHECK ALL SILT FENCE AND TEMPORARY DIVERSION DITCHES, REPAIR AS
NECESSARY. ASSURE ANY ERODED AREA ARE STABILIZED WITH TEMPORARY
SEEDING AND MULCH.
2. INSTALL THE SEWER AND WATER SYSTEMS AS SHOWN ON THE PLANS.
3. INSTALL STORM DRAINAGE SYSTEMS. (SEE STORM TRUNK CONSTRUCTION NOTE
THIS SHEET.)
4. INSTALL INLET / OUTLET BMP'S WHERE REQUIRED.
5. GRADE AND PREPARE SUBGRADE FOR PAVEMENT AREA.
6. PLACE COMPACTED G.A.B.0 FOR ASPHALT CONSTRUCTION.
7. FINISH FINE GRADING THE ROAD RIGHT OF WAY AND OPEN SPACES.
8. PLACE ASPHALT, PAVEMENT MARKINGS AND SIGNAGE WHERE APPLICABLE.
9. FOR PHASE 3 CONSTRUCTION: REMOVE TEMPORARY SEDIMENT BASIN AND FILL
IN AND GRADE SITE TO PROPOSE GRADE. SEE BASIN REMOVAL SEQUENCE.
10. EXTEND SILT FENCE TO PROPERTY CORNER.
11. REPEAT CONSTRUCTION SEQUENCES OF PHASE 1 AND 2 TO PHASE 3.
12. PLACE ASPHALT, PAVEMENT MARKINGS, AND SIGNAGE WHERE APPLICABLE.
BASIN REMOVAL SEQUENCE:
1. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL
ENGINEER/CONSULTANT TO DETERMINE IF THE BASIN CAN BE
REMOVED. INSTALL SILT FENCING AND EXTEND TO PROPERTY
CORNER.
2. REMOVE BASIN AND ASSOCIATED TEMPORARY DIVERSION
DITCHES. FINE GRADE AREAS IN PREPARATION FOR SEEDING.
3. PERFORM SEEDBED PREPARATION, SEED, MULCH AND
ASPHALT TACH AND RESULTING BARE AREA IMMEDIATELY.
4. WHEN SITE IS FULLY STABILIZED, CALL NCDEQ FOR
APPROVAL OF REMOVING REMAINING TEMPORARY EROSION
CONTROL MEASURES AND ADVICE ON WHEN SITE CAN BE
ISSUES A CERITIFICATE OF COMPLETION.
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FINAL PHASE:
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1. UPON COMPLETING ALL SITE IMPROVEMENTS AND FINAL GRADING, STABILIZE ALL DISTURBED AREAS PER
LANDSCAPE PLAN. WATER AND MAINTAIN ALL LANDSCAPED AREAS TO ENSURE PROPER GROUND COVERAGE PRIOR TO
FINAL APPROVAL
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2. RE -GRADE AND CONVERT SEDIMENT BASIN TO TEMPORARY OUTFALL BASIN FOR STORM DRAINAGE
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WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER
1=
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DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT
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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.
Know what's below
Call before you dig.
® Dial 811
Or Call 800- 632-4949
DESIGNED BY. JEH
DRAWN BY:
NO. REVISION DESCRIPTION: DATE: APPROVED BY. JEH
1 SHEET.-
2
3 C3.3
4 CIVIL

15' 25' MINIMUM
SILT 2' 2' 1' 2' 6' 2'
FENCE
1'
rlVEHICLE ENTRANCE
2 % SLOPE
1'
1 PIT SUMP 2
1
KEY IN REMOVABLE LINING
ANCHOR PLASTIC LINER 10 MIL. PLASTIC LINING
WITH #57 STONE BERM
SECTION A -A SILT
FENCE
SILT
2:1
r
PIT
SUMP
f
+VEHICLEYENTRANCE-
6" WASH STONE
"CONCRETE WASHOUT" SIGN
(SEE NOTE 2)
PLAN VIEW
NOTES:
1. ACTUAL LAYOUT TO BE DETERMINED IN FIELD.
2. THE "CONCRETE WASHOUT" SIGN SHALL BE INSTALLED WITHIN 30
FEET OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
3. PIT CAPACITY IS MINIMUM OF 6 CUBIC FEET PER 10 CUBIC YARDS
OF CONCRETE.
20'
70
10 MIL. PLASTIC LINING J
SECTION B-B
PLYWOOD 48"x24"
PAINTED WHITE-
LAG
SCREWS
3'
1, —SILT
M r FENCE
E
ANCHOR PLASTIC LINER
WITH #57 STONE BERM
MAINTENANCE:
1. MAINTAINING TEMPORARY CONCRETE WASHOUT SHALL INCLUDE
REMAINING AND DISPOSING OF HARDENED CONCRETE AND / OR
~41� SLURRY AND RETURNING THE FACILITIES TO A FUNCTIONAL
CONDITION.
°CONCRETE BLACK
WASHOU LETTERS 6" 2. FACILITY SHALL BE CLEANED OR RECONSTRUCTED IN A NEW AREA
O O HEIGHT ONCE WASHOUT BECOMES TWO-THIRDS
3 "x3 "x8'
WOOD
POSTS
SIDE VIEW FRONT VIEW
"CONCRETE WASHOUT" SIGN DETAILS
CW P CONCRETE WASHOUT PIT
NOT TO SCALE
NCDOT #5 OR #57
WASHED STONE
0
Plan
m-11JF +r��> r ���5
11 7117111
• ,
Ripe Outletto Well-defined
Channel
Section AA N1
Filter
blanket
Notes
1. La i5 the length of the riprap
apron.
2. d -a1.5 times tho maximum
stone diameter but not less
than E".
3. In a well-defined channel ex-
tend the apron up the channel
banks to an elevation of 6'
above the maximum tailWater
depth or to the top of the bank,
whichever is less.
A filter blanket or Biter `abNc
should be installed between
the riprap and soil foundation
(OP RIP RAP OUTLET PROTECTION
I
NOT TO SCALE
19-QUAGE HARDWARE CLOTH
(1 4 " MESH OPENINGS)
STEEL POSTS
WITH WIRE MESH
NCDOT #5 OR #57
WASHED STONE
CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE
REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED
IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL
LOWAREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAYALSO BE FILLED BY
INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING
LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE
PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION.
REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF
FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD
OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1
FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING
THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM
STONE DIAMETER.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD,
ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE
THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING
AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM
AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO
FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH
VEGETATION (PRACTICES 6. 10, TEMPORARY SEEDING, AND 6.11, PERMANENT
SEEDING).
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES WEEKLYAND AFTER SIGNIFICANT (112 INCH OR
GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
2
7 16"
II II
II II 2'
II II
U u
PLAN NOTE:
FILTERED INLET WALL
INLET TOPS TO REMAIN WATER
OFF INLET STRUCTURES WHILE SECTION A -A
INLET PROTECTION IS IN PLACE.
P HARDWARE CLOTH &GRAVEL
INLET PROTECTION DETAIL
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
1.
UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE
INLET.
2.
DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE
INLET SPACE POSTS EVENLY AROUND THE PERIMETER ON THE
_
INLET, MAX. 4' APART.
3.
SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE
3'
AND BOTTOM. PLACING A 2' FLAP OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS RECOMMENDED,
4.
PLACE CLEAN GRAVEL NCDOT #5 OR #57 STONE ON A 2:1 SLOPEM
16"
WITH A HEIGHT OF ROUND THE WIRE, AND OOTH TO AN
EVEN LEVEL.
5.
ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING
ELEVATIONS.
6.
COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUND
COVER.
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT (112" OR GREATER) RAINFALL
EVENT.
CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER
OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL.
REPLACE STONE AS NEEDED.
Know what's below
Call before you dig.
® Dial 811
Or Call 800- 632-4949
NO.
4
REVISION DESCRIPTION:
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_ 65 LF-18" CL. V RCP 444
@0.50% (MIN.)
l FES-24
INV OUT = 443.00'
FES-25 - 12" DEPTH UNDERLINE
INV OUT = 443.32' m WITH NON -WOVEN FILT
CONTROL CORNER 12" DEPTH UNDERLINE 44 HAND PLACE TO
EXISTING 5/8" SOLID IRON - WITH NON -WOVEN FILTER FABRIC TOP OF BANK: ELEV 444
NC GRID COORDINATES HAND PLACE TO m ggs
NORTH: 568,650.99' TOP OF BANK: ELEV 445.0' < CB-9
EAST: 1,987,948.35' 0 m - RIM = 446.50'
NAD 83 2011 444- a43 INV. IN = 440,(
_ - -44-7 I �21 INV. OUT - 44,
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441 441 EXISTING PUBLIC WATER LINE - 12" & 20" (PER COUNTY GIS)
_ 43a gas
ALPINE DRIVE - NCSR 1141
- -
FABRIC - 60' PUBLIC RIGHT-OF-WAY (PAVED)
CB-4
RIM = 443.92' INV. IN = 435.10'
CB-8 INV. IN = 437.28'(CB-15) INV. OUT = 435.00 -
RIM = 445.89' CB-7 CB-6 - INV. IN - 437.03'(CB 13) JB 2
INV. IN = 440.92'(CB-20) RIM = 445.19' RIM = 444.67' RIM - 435.00, / HEA/� WALCTOP:429.69'
INV. IN = 439.91'(CB-19) INV. IN = 436.03'(CB-5) 4NVOUT.-427.02' -
INV. IN = 440.17'(CB-9) INV. IN=438.75'(CB-18) 440 INV. OUT =435.43 INV. IN=429.68'
6 INV. OUT = 440.07 INV. IN = 439.16'(CB 8) INV IN = 437 50'(CB-7) INV. OUT = 429.58 AML\ t-
p 38LF - 24" ��° 69LF 24" RCP @ 1.00%11
�8 RCP @ 1.17% bb
I. ) 00,0gb, 4g9?S RIM =447.25' dd�
-. Ol 0 O� INV. IN = 442.93'(CB-22) dd�
0 - (-)- INV. IN = 442.93'(CB-12)
CB-12 o INV. OUT = 442.08
RIM = 447.50' dd9°
INV. OUT = 444.25 d
h
' 80LF - 15" RCP 1.66% >> 64LF - 24" RCP @ 0.89%» as
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RCP @ 0.40% o INV. IN = 443.73'
i I INV. OUT = 443.63
UNIT,i/ - _ d�y5 UNIT 2 d��3
GRADE SWALE FOR
POSITIVE DRAINAGE
(MIN. 0.50%)
o.
v
450 -
EXISTING 5/8"
SOLID IRON
CB-23
RIM = 447.53'
INV. OUT = 443.90
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CB-10
RIM = 446.89'
INV. IN = 442.16'(1
INV. IN = 441.51'(1
INV. OUT = 441.41
UNIT 3
�A
CB-21
RIM = 447.73'
INV. OUT = 443.98
449
4
ti
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B-11)
INV. OUT = 438.56- _ - -
INV. OUT = 4'�7 4n CB-5 EXISTING 20' PRIVATE STORM ATER EASEMENT / _ _ -�•
RIM = 444.26' PLAT BOO 2010, PA ES 674-677_�-
176LF 36" RCP @ 3.02% »
V4-
- 20'
INV. IN = 437.96 CB-16 _ 439 _ 433-
y - - - - - - - - - - - - INV. IN = 436.71'(CB-6) -441- - - 440 440 _- -434 - -
°i°` - INV. OUT = 436.61 -a4z 33LF - 36" RCP-a4z aa1 � x 435 -�
o _
°, W W g0 @ 1.00% 443 Q' x
bp�� b44 b��•N M� ddd444 � � _
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79LF 24' RCP @ 1.28/°» 59LF 30' RCP @ 1.80/ » b 69LF 30' RCP @71005/.b 58LF 3 Q1133
° °ti° 0" RCP @ 1.00% >> ati << 75LF - 18" RCP @ 3.65% 5° gsSS BOA-
ba pb bb b'' d0.3 - nPN-7
3:1 OO/ f30
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RIM = 447.44'
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INV. OUT = 443.02
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CB-19
R I M = 447.03'
INV. OUT = 442.53
03\ UNIT 5
CB-17B
RIM = 448.12'
INV. OUT = 443.74"
PHASE 2 bac,yo
449 -
N
50
UNIT 6
CB-18 / \
RIM = 446.85'
INV. OUT = 442.22
x I
CB-13
r II
RIM = 443.50' I
INV. IN = 440.00' / FES-1 w/ CLASS B RIPRAP I
A INV. OUT = 439.75 INV. OUT = 429.00 I
ti 3:1 I t 111 I� I� I
III I
EXISTING PRIVATE STORM WATER EASEMENT
J PLAT BOOK 2010,
I I I PAGES 674-677
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