20200927 Ver 1_E - Proposed Impacts_20200716

WSACC
I501401:1004 + NC Star Public Sedo + OHSAS 18001:2007
WATER AND SEWER AUTHORITY
OF CABARRUS COUNTY
BACK CREEK INTERCEPTOR IMPROVEMENTS
BLACK & VEATCH PROJECT 401263
JUNE 2020
FINAL DESIGN
SEWER PERMIT - MECKLENBURG COUNTY WORK ONLY
APPLICATION FOR NON -DISCHARGE
GRAVITY SEWER MAIN EXTENSION
CHARLOTTE WATER
PROJECT NAME BACK CREEK INTERCEPTOR IMPROVEMENTS CREEK BASIN'. BACK CREEK
CLTWater PROJECT NO.
PROJECT TYPE: ® NEW CONSTRUCTION: ❑ RELOCATION: ❑ MODIFICATION OF PERMIT NO
VOLUME OF WASTEWATER GENERATED BY THIS PROJECT'. NIA GALLONS PER DAY BASED
ON 190 GALIDAVISINGLE FAMILY HOUSEHOLD NIA HOUSEHOLDS OR
135 GALIDAY/MULTI-FAMILY UNIT NIA UNITS OR IS BASED ON'.
WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER:
MCALPINE OR.(NC00249]0) IRWIN OR.(NC0024945) MCDOWELL CH.(NC00362]7)
❑ SUGAR DR, (NC0024937) MALLARD DR. (NC0030210) ® ROCKY DR. (NC0036269)
NATURE OF WASTEWATER 100 % DOMESTIC % INDUSTRIAL
COMMERCIAL D. OTHER
ORIGIN OF WASTEWATER ®SUBDIVISION COMMERCIAL
ISCHOOL INDUSTRIAL
APARTMENTSICONDO'S E]OTHER
LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS:
NIA
IF WASTEWATER IS NON -DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT.
NIA
IF A PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUED'❑ YES ❑ NO N/A
HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW? ® YES n NO
PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM TBD
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM 304NCHES
11 HAS ENGINEER DETERMINED THAT NO DEMAND CLTWater MINIMUM DESIGN STANDARDS ARE MET BY THIS
BLACK&VEATCH PROJECT? ®YES ENO
0" COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM'.
BLACK K VEATCH
10925 DAVID TAYLOR DRIVE, SUITE 230
CHARLOTTE, NC 23262
Black & Veatch International Company
Business License No. F-0794
PROFESSIONAL ENGINEER'S CERTIFICATION:
I, D. LEECAMPBELL.IR ,ATTEST THAT THIS APPLICATION FOR 24-INCH-30-INCH3EWER
1D92$ David Taylor Drive, Suite 28D
Y
THE CITY OF CHARLOTTE HASBEENREVIEVVEDBYMEAND ISACCURATE AND COMPLETE TOTHE
Charlotte, North Carolina 28262
o�tti .CARD[ •.,
BEST OF MY KNOWLEDGE. I FURTHER ATTEST THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED DESIGN HAS
PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTAL
2
�0(1E oy91
BEEN PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS, INCLUSION OF THESE 1.1ATERIALS UNDER
MV SIGNATURE AND SEAL SIGNIFIES THAT I HAVE REVIEWED THIS MATERIAL AND HAVE JUDGED ITTO BE CONSISTENT
P �"'�: 704-584-8461
..
- -
- :4 SEAL �: -
WITH THE PROPOSED DESIGN.
034362 =
NORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DATE'.
,W9.
agtl2,2—zaza.os.zsza4�ro4oa'
CLT ,W, PERMIT NO. ISSUED
PLANT FLOW ALLOCATION RECORDED BY:
PERMIT APPROVED BY:
JOSEPH C WILSON, PE, CHIEF ENGINEER
FINAL DRAWING - FOR REVIEW PURPOSES ONLY

GENERAL INDEX DRAWINGS ANDNOTES
2
INDEX OF DRAWINGS GENERAL NOTES
EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE (CONTINUED)
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SHEET DRAWING SHEET TITLE
1. TOPOGRAPHICAL SURVEY PERFORMED JULY THROUGH DECEMBER 2019 BY CONCORD ENGINEERING & SURVEYING, INC., NORTH CAROLINA
4. NOTIFY ENGINEER AND NCDEQ ENERGY, MINERAL AND LAND RESOURCES DIVISION (704-633-1699) FOR SITE INSPECTION PRIOR TO
d
NUMBER NUMBER
FIRM LICENSE NO. C-0263, CONCORD, NORTH CAROLINA.
COMMENCING MAIN CONSTRUCTION OPERATIONS.
GENERAL
2. HORIZONTAL CONTROL: COORDINATES ARE BASED ON THE NORTH CAROLINA STATE PLANE SYSTEM WITH THE NORTH AMERICAN DATUM
5. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS. CLEAR WITHIN PERMIT LIMITATIONS AND ONLY As
OF 1983 WITH THE 2011 NATIONAL ADJUSTMENT.
NECESSARY THROUGH WETLANDS FOR INSTALLATION OF UTILITY.
1 G-000 COVER SHEET
2 G-001 INDEX OF DRAWINGS AND NOTES
3. VERTICAL CONTROL: ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARKS AND/OR STRUCTURE
ELEVATIONS FROM EXISTING SURVEYS OR REFERENCE DRAWINGS MAY RESULT IN VARIANCES WITH ELEVATIONS INDICATED ON THE
6. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY IMPROVEMENTS. INSPECT DEVICES AFTER EVERY
RAINFALL EVENT AND CLEAN OUT ALL DEVICES WHEN HALF FULL.
3 G-002 LEGEND AND ABBREVIATIONS
DRAWINGS FOR EXISTING FACILITIES.
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4 G-003 SHEET INDEX MAP AND VICINITY MAP
7. REFER TO DETAIL SHEETS FOR SELF -INSPECTION NOTES.
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4. JURISDICTIONAL WATERS OF THE U.S. AND WETLANDS DELINEATED FEBRUARY 2020 BY CAROLINA WETLAND SERVICES, INC., CHARLOTTE,
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NORTH CAROLINA.
8. WHERE INSTALLATION OF UTILITY REQUIRES THE REMOVAL OF AN EROSION CONTROL DEVICE, REPLACE DEVICE IMMEDIATELY UPON
CIVIL
COMPLETION OR DAILY, WHICHEVER OCCURS FIRST.
5. THE PROJECTED 100 YEAR FLOOD ELEVATION IS BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE
5 C-101 PLAN AND PROFILE STA 10+00 TO STA 20+00
MAP PANELS 3710459700M, 3710550700K, AND 3710551700K EFFECTIVE 16 NOVEMBER 2018.
9. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS OR THE CONTRACT
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SPECIFICATIONS, AS NEEDED, OR AS DIRECTED BY THE ENGINEER.
6 C-102 PLAN AND PROFILE STA 20+00 TO STA 30+00
6. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH
7 C-103 PLAN AND PROFILE STA 30+00 TO STA 40+00
INFORMATION WAS KNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THE LOCATIONS,
10. REFER TO DETAIL SHEETS FOR GROUND STABILI2ATION AND MATERIALS HANDLING NOTES.
CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES
8 C-104 PLAN AND PROFILE STA 40+00 TO STA 50+00
MAY BE INDICATED. THE ENGINEERING INVESTIGATIONS, LOCATION, AND DESIGNATION OF SUBSURFACE UTILITIES INDICATED IN THESE
11. PROVIDE TEMPORARY BANK STABILIZATION UPON CROSSING OF ANY STREAMS AND DISTURBANCE TO ANY STREAM BANKS AT THE END OF
9 C-105 PLAN AND PROFILE STA 50+00 TO STA 60+00
CONTRACT DOCUMENTS HAVE BEEN PERFORMED TO QUALITY LEVEL C. IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING
EACH WORK DAY. UPON COMPLETION OF SEWER INSTALLATION AT EACH STREAM CROSSING, PROVIDE REQUIRED PERMANENT BANK
PRINCIPLES AND PRACTICES AS OUTLINED IN ASCE STANDARD AND GUIDELINE BULLETIN Cl/ASCE 38-02 UNLESS OTHERWISE DESIGNATED.
STABILIZATION OF EACH STREAM CROSSING AND STREAM BANK DISTURBANCE ON THE SAME DAY THE PIPE INSTALLATION IS COMPLETE.
10 C-106 PLAN AND PROFILE STA 60+00 TO STA 70+00
WHERE SUCH ACTIVITIES HAVE BEEN TO A HIGHER LEVEL OF QUALITY, THE HIGHER QUALITY LEVEL FOR THE AFFECTED AREAS Is
11 C-107 PLAN AND PROFILE STA 70+00 TO STA 80+00
INDICATED IN THE CONTRACT DOCUMENTS.
12. FOR WETLANDS, STABILIZE WITH APPROPRIATE WETLAND SEED MIX AS SPECIFIED IN THE USACE NATIONWIDE 12 PERMIT OR IN THE
CONTRACT SPECIFICATIONS.
12 C-108 PLAN AND PROFILE STA 80+00 TO STA 90+00
7. 'SCREENED" (LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES EXISTING FACILITIES. 'SCREENED" INFORMATION WAS TAKEN
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13 C-109 PLAN AND PROFILE STA 90+00 TO STA 100+00
FROM EXISTING CONSTRUCTION DRAWINGS AND DATA AND SURVEYS, IS FOR REFERENCE ONLY, AND SHALL BE FIELD VERIFIED BY
13. FERTILIZE, LIME, SEED, AND MULCH DISTURBED AREAS AT EARLIEST DATE AFTER INSTALLATION OF PIPE.
CONTRACTOR PRIOR TO THE ORDERING OF MATERIALS AND BEGINNING OF CONSTRUCTION. "BOLD" DELINEATION IS NEW WORK TO BE
14 C-110 PLAN AND PROFILE STA 100+00 TO STA 110+00
CONSTRUCTED UNDER THIS CONTRACT.
14. ONCE GROUND COVER IS FIRMLY ESTABLISHED, REQUEST INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE STABILIZATION, ALL
15 C-111 PLAN AND PROFILE STA 110+00 TO STA 120+00
TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED.
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8. CONTRACTOR'S STAGING, PARKING AND MATERIAL STORAGE SHALL BE LIMITED TO THE EASEMENT AREAS AND LIMITS OF DISTURBANCE
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16 C-112 PLAN AND PROFILE STA 120+00 TO STA 130+00
DESIGNATED ON THE DRAWINGS. PROVIDING ADDITIONAL STORAGE OR PARKING SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
17 C-113 PLAN AND PROFILE STA 130+00 TO STA 140+00
SEEDING REQUIREMENTS
9. WORK SHALL BE CONFINED WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THE DRAWINGS. PERMANENT OR TEMPORARY
= N
18 C-114 PLAN AND PROFILE STA 140+00 TO STA 150+00
CONSTRUCTION EASEMENTS ARE THE LIMITS OF DISTURBANCE IF NOT OTHERWISE SHOWN.
19 C-115 PLAN AND PROFILE STA 150+00 TO STA 160+00
TEMPORARY SEEDING:
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10. CALL BEFORE YOU DIG. CONTRACTOR SHALL DETERMINE ACCURATE LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STRUCTURES,.
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20 C-116 PLAN AND PROFILE STA 160+00 TO STA 170+00
WHETHER INDICATED ON THE DRAWINGS OR NOT, IN THE FIELD IN ADVANCE OF EXCAVATING, BY CONTACTING ALL UTILITIES AND OTHER
DURING CONSTRUCTION THE CONTRACTOR SHALL BE REQUIRED TO CONTROL EROSION ON ALL DISTURBED SLOPES BEFORE THE
AGENCIES, AND BY PROSPECTING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, DEMOLITION, RECONSTRUCTION, AND
ESTABLISHMENT OF PERMANENT VEGETATION. TEMPORARY SEEDING SHALL BE PERFORMED AS INDICATED IN THE CONTRACT SPECIFICA71bNS.
21 C-117 PLAN AND PROFILE STA 170+p0 TO STA 180+00
RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. IF REQUIRED AFTER FIELD LOCATION AND VERIFICATION,
22 C-118 PLAN AND PROFILE STA 180+00 TO STA 190+00
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO DETERMINE ANY NECESSARY MODIFICATIONS TO THE DESIGN OF NEW WORK.
THE CONTRACTOR SHALL BE REQUIRED TO DO MAINTENANCE NECESSARY TO KEEP TEMPORARY SEEDED AREAS IN A SATISFACTORY
C
CONDITION UNTIL PERMANENT GRASSING AND LANDSCAPING IS IN PLACE. THIS INCLUDES REPAIRING WASHES AND ADDITIONAL TEMPORARY
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23 C-119 PLAN AND PROFILE STA 190+00 TO STA 200+00
11. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE THE
SEEDING WHERE A STAND OF GRASS HAS NOT BEEN ACHIEVED.
24 C-120 PLAN AND PROFILE STA 200+00 TO STA 210+00
REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY
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25 C-121 PLAN AND PROFILE STA 210+00 TO STA 216+77
UTILITIES AFFECTED BY THE PROPOSED NEW WORK.
PERMANENT SEEDING:
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26 C-501 MISCELLANEOUS SITE DETAILS SHEET 1 OF 5
12. CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS, AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURES OR
DURING CONSTRUCTION THE CONTRACTOR SHALL BE REQUIRED TO CONTROL EROSION ON ALL DISTURBED SLOPES BEFORE THE
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27 C-502 MISCELLANEOUS SITE DETAILS SHEET 2 OF 5
PROTECTION AND RESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BY ENGINEER. SPECIAL
ESTABLISHMENT OF PERMANENT VEGETATION. PERMANENT SEEDING SHALL BE PERFORMED AS INDICATED IN THE CONTRACT SPECIFICATIONS.
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CONSTRUCTION REQUIREMENTS, TEMPORARY PROTECTIVE FENCING OR BARRICADES, SHEETING, SHORING, EROSION PROTECTION, AND
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28 C-503 MISCELLANEOUS SITE DETAILS SHEET 3 OF 5
SURFACE RESTORATION AT CERTAIN LOCATIONS ARE INDICATED ON THE DRAWINGS AND SPECIFIED TO BRING CONTRACTOR'S ATTENTION
THE CONTRACTOR SHALL PERFORM MAINTENANCE AS NECESSARY TO KEEP PERMANENT SEEDED AREAS IN A SATISFACTORY CONDITION UNTIL
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TO SENSITIVE AREAS.
TURNED OVER TO THE CARE OF THE OWNER'S PERSONNEL. THIS INCLUDES REPAIRING WASHES AND ADDITIONAL PERMANENT SEEDING
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29 C-504 MISCELLANEOUS SITE DETAILS SHEET 4 OF 5
WHERE A STAND OF GRASS HAS NOT BEEN ACHIEVED.
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30 C-505 MISCELLANEOUS SITE DETAILS SHEET 5 OF 5
13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNER AND SURVEYING CONTROL MARKERS AND
SEEDING SHALL BE APPLIED AS FOLLOWS.
31 C-506 GROUND STABILIZATION AND MATERIALS HANDLING
MONUMENTS. MONUMENTS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR
LICENSED IN THE STATE OF NORTH CAROLINA.
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32 C-507 SELF -INSPECTION, RECORDKEEPING AND REPORTING
1- STEEP SLOPES OR POOR SOILS AND LOW MAINTENANCE
14. THE LOCATION OF BORINGS, AND TEST HOLES INDICATED ON THE DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL REFER TO THE ECS
SEEDING PERIODS: FALL AUGUST 20 - OCTOBER 25
SOUTHEAST GEOTECHNICAL REPORT DATED FEBRUARY 2020 FOR ACTUAL BORINGS AND TEST HOLE LOCATIONS AND THE FINDINGS OF
SPRING FEBRUARY 1 - APRIL 15
THE GEOTECHNICAL INVESTIGATIONS.
SPECIES BULK POUNDS/ACRE
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15. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS, UNLESS OTHERWISE NOTED.
TALL FESCUE 100
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SERICEA LESPEDEZA 30
16. CONTRACTOR SHALL INSTALL ALL PIPELINES AT A UNIFORM GRADE BETWEEN ELEVATIONS DEPICTED ON THE DRAWINGS.
RYE GRAIN (AUG TO MAY ONLY) 40
KOBE LESPEDEZA 10
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17. CONTRACTOR'S CONSTRUCTION OPERATIONS SHALL CONFORM TO FEDERAL, STATE, AND LOCAL AGENCY SAFETY AND HEALTH RULES AND
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REGULATIONS FOR EXCAVATION AND TRENCHING, CONFINED SPACE ENTRY, WORK IN HAZARDOUS LOCATIONS, WORK AT HEIGHTS, AIR
2-GENTLE SLOPES, AVERAGEIGOOD MOISTURE RETENTION AND LOW MAINTENANCE
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QUALITY CONTROL, NOISE CONTROL, TRAFFIC CONTROL, AND ANY OTHER POTENTIALLY HAZARDOUS CONDITIONS.
SEEDING PERIODS: FALL AUGUST 20 - OCTOBER 25
SPRING FEBRUARY 1 - APRIL 15
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18. THE EXISTING FACILITIES SHALL REMAIN IN OPERATION CONTINUOUSLY THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES.
INDIVIDUAL FACILITIES CAN BE TAKEN OUT OF SERVICE FOR LIMITED PERIODS OF TIME TO FACILITATE CONSTRUCTION AS SPECIFIED IN THE
SPECIES BULK POUNDS/ACRE
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CONTRACT DOCUMENTS.
TALL FESCUE 80
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SERICEA LESPEDEZA 20
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19. STRUCTURES SUCH AS CURBS AND GUTTERS, CONCRETE AND ASPHALT DRIVES AND WALKWAYS, PAVING BRICKS, FENCING, RETAINING
GERMAN MILLET (MAY TO AUG ONLY) 10
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WALLS, ETC., CROSSED BY PIPELINES ARE NOT ALL INDICATED IN PROFILE. CONTRACTOR SHALL RESTORE ANY EXISTING STRUCTURES
RYE GRAIN (AUG TO MAY ONLY) 40
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THAT ARE DISTURBED, DAMAGED, OR REMOVED BY CONSTRUCTION.
KOBE LESPEDEZA 10
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20. FOR MEASUREMENT AND PAYMENT FOR PIPELINES, CONTRACTOR SHALL MEASURE HORIZONTALLY FROM CENTER TO CENTER OF
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MANHOLES. NO DEDUCTION WILL BE MADE FOR SPACE OCCUPIED BY MANHOLES.
3-GRASS PULLOVERS, SIDE DITCHES AND HIGH MAINTENANCE
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SEEDING PERIODS: FALL AUGUST 25- OCTOBER 25
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21. CONTACT NCDOT DISTRICT OFFICE AT [phone] 48 HOURS PRIOR TO BEGINNING WORK IN NCDOT RIGHTS -OF -WAY.
SPRING FEBRUARY 1 - APRIL 15
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22. CLEAR AND GRUB PERMANENT EASEMENT. TEMPORARY CONSTRUCTION EASEMENT TO BE CLEARED AS NEEDED FOR CONTRACTOR
SPECIES BULK POUNDS/ACRE
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NEEDS.
TALL FESCUE 200
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RYE GRAIN (AUG TO MAY ONLY) 40
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23. EXISTING FENCE ARE BARBED WIRE UNLESS OTHERWISE NOTED. FENCE RELOCATION TO MATCH EXISTING.
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4-WETLAND AREAS
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EROSION & SEDIMENT CONTROL GENERAL NOTES
SPECIES PERCENT OF MIX BULK POUNDS/ACRE
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PANICUM RIGIDULUM 35 15
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DICANTHELIUM CLANDESTINUM 21 15
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1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID THE SILTING OF STREAMS OR OTHER WATER SOURCES DUE TO THE
CAREX LUPULINA 15 15
LLI O W
-
CONSTRUCTION OF THIS PROJECT.
JUNCUS EFFUSES 15 15
SCUIRPUS CYPERINUS 10 15
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2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE GUIDELINES SET FORTH IN THE NORTH CAROLINA EROSION
Y
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SOIL AMENDMENTS.
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3. THE CONTRACTOR SHALL MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES IN A GOOD STATE OF REPAIR UNTIL THEIR USE IS NO
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/ACRE GROUND DOLOMITIC LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
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LONGER WARRANTED. AT THIS TIME, THE CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO STREAM
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SILTATION.
DESIGNED: soa
MULCH:
DETAILED: RUE
4. THE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR A DESCRIPTION OF THE PREPARATION OF SEED BED,
CHECKED: DES
APPLICATION RATES, AND MULCHING REQUIRED FOR ALL EXCAVATED AREAS IN THIS PROJECT.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH EMULSIFIED ASPHALT OR OTHER APPROVED BINDING MATERIAL TO ENSURE
APPROVED: JMo
THAT THE MULCH IS PROPERLY HELD IN PLACE.
5. EXCAVATED MATERIAL FROM TRENCH SHALL BE PLACED ON UP GRADIENT SIDE OF TRENCH WHERE POSSIBLE.
DATE DUNE 2020
MAINTENANCE:
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EROSION& SEDIMENT CONTROL CONSTRUCTION SEQUENCE
ALL SEEDED AREAS SHALL BE MAINTAINED UNTIL CONTRACTOR'S DEMOBILIZATION. MAINTENANCE SHALL INCLUDE MOWING, RESEEDING,
IF THIS BAR DOES SNNOT
REPAIR OF EROSION DAMAGE, MAINTENANCE OF MULCH, RE -FERTILIZE AT END OF WARRANTY PERIOD, AND ALL OTHER OPERATIONS
MEASURE V THEN DRAWING
1. OBTAIN AND POST A COPY OF THE CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
NECESSARY TO OBTAIN AN ACCEPTABLE GRASS COVER.
IS NOT TO FULL SCALE
PROJECT NO.
2. INSTALL AND NOTIFY ENGINEER TO INSPECT SEDIMENT FENCE BEFORE ANY LAND DISTURBING ACTIVITIES.
401263
G-001
3. UPON OWNER AND ENGINEER'S APPROVAL OF SEDIMENT FENCE, INSTALL TEMPORARY EROSION CONTROL DEVICES AS INDICATED ON THE
DRAWINGS AND IN THE CONTRACT SPECIFICATIONS.
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
SHEET
2 OF 32

GENERAL LEGEND AND ABBREVIATIONS EIRN
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GENERAL NOTES NEW FACILITY LEGEND VIEW CALLOUTS ABBREVIATIONS m
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1. LEGEND SYMBOLS AND ABBREVIATIONS SHOWN IN THIS DRAWING ARE BASED z
ON A TEMPLATE THAT IS NOT PROJECT SPECIFIC. SOME LEGEND SYMBOLS 2183 DESIGN POINT SECTION CALLOUTS AB AGGREGATE BASE VB VALVE BOX
AND ABBREVIATIONS ARE NOT USED ON THIS SPECIFIC PROJECT, BUT ARE
SHOWN TO PROVIDE A DICTIONARY FOR SYMBOLS AND ABBREVIATIONS THAT ABV ABOVE JB JUNCTION BOX VCP VITRIFIED CLAY PIPE
MAY ALSO BE USED DURING THE PROJECT CONSTRUCTION PHASE. 1.5 % PERCENT SLOPE AC ASPHALT CONCRETE JT JOINT VERT VERTICAL
ACP ASBESTOS CEMENT PIPE
ADD ADDITIONAL L LENGTH, LONG, LOW W WEST, WIDE, WATER m
2,50 STATION CALLOUT DESIGNATION ALT ALTERNATE, ALTERNATIVE LAT LATERAL, LATITUDE W/ WITH
EXISTING FACILITY LEGEND LETTER OR NUMBER WIO WITHOUT a
ANC ANCHOR LB(S) POUND(S)
31 SLOPE RUN: RISE AP ACCESS PANEL, ANGLE POINT LF LINEAR FEET WP WATERPROOF
APPR APPROACH APPROX APPROXIMATE, LIN LINEAL, LINEAR o
- EXISTING EASEMENT OR RIGHT-OF-WAY LINE X 456263 SPOT ELEVATION SHEET REFERENCE WHERE APPROXIMATELY LONG LONGITUDE x BY, TIMES
SECTION IS SHOWN AR ANCHOR ROD LT LEFT
AVG AVERAGE YH YARD HYDRANT z
PROPERTY LINE MAINT MAINTENANCE
SURFACED STREET, ROAD OR DRIVE z
? B BORE HOLE, BOTTOM MAN MANUALLY) �
— - 100-YEAR FLOODPLAIN BLDG BUILDING MAX MAXIMUM m
BILK BLOCK MFR MANUFACTURER w
SURFACED STREET, ROAD OR DRIVE WITH CURBS BM BENCHMARK MH MAINTENANCE HOLE, MANHOLE �
— — - — FLOODWAY BOF BOTTOM OF FOOTING MIN MINIMUM, MINUTE
BOP BOTTOM OF PIPE MISC MISCELLANEOUS
— CREEK SS SD SEWER OR STORMDRAIN MANHOLE BOT BOTTOM MSL MEAN SEA LEVEL
DETAIL/ENLARGED PLAN AREA CALLOUTS MTD MOUNTED
326 _ EXISTING GRADE CONTOUR 326 _ C TO C CENTER TO CENTER MTL MATERIAL
FINISHED GRADE CONTOUR CF CUBIC FEET
C&G CURB AND GUTTER N NORTH, NORTHING r
-FM- - - - -FM- - EXISTING FORCE MAIN B3 TH5 CIP CAST IRON PIPE N/A NOT APPLICABLE o
e e BORE HOLE OR TEST HOLE AND NUMBER CALLOUT DESIGNATION CISP CAST IRON SOIL PIPE NAD NORTH AMERICAN DATUM (HORIZONTAL)
-SS- - - - -SS- - EXISTING SANITARY SEWER LETTER OR NUMBER CL CLASS NAVD NORTH AMERICAN VERTICAL DATUM
CULVERT 2 C/L CENTERLINE NC NORMALLY CLOSED
CENTERLINE CLR CLEAR, CLEARANCE NF NEAR FACE „",, ••
STORMWATER PIPE CIVIC CEMENT MORTAR COATED NIC NOT IN CONTRACT ���;.p,V''� •••
CIVIL CEMENT MORTAR LINED NO NORMALLY OPEN
—OHE OHE— ELECTRICAL (OVERHEAD) SHEET REFERENCE WHERE CMP CORRUGATED METAL PIPE NO. NUMBER(S)
NEW PIPING IN PROFILE SECTION IS CUT CO CLEAN OUT, COMPANY NOM NOMINAL
- E - - - - - E - - ELECTRICAL (UNDERGROUND) III�I� COL COLUMN NRS NON -RISING STEM
I� CONN CONCRETE NS NEARSIDE '••••N ";•• 11' X,d _
X X FENCE BUILDINGS, STRUCTURES CALLOUT DESIGNATION CONN CONNECTION NTS NOT TO SCALE •••�:••`�
LETTER OR NUMBER CONST CONSTRUCTION
CONT CONTINUED, CONTINUOUS, CONTINUATION, OC ON CENTER, ODOR CONTROL
-G- - - - -G- - GAS LINE CONTROL OD OUTSIDE DIAMETER 7+
— TCE TCE — TEMPORARY CONSTRUCTION EASEMENT ? CONTR CONTRACTOR OF OUTSIDE FACE, OVERFLOW a
? CDR CORNER OH OVERHEAD
GUARDRAIL —PSSE PSSE— PROPOSED SANITARY SEWER EASEMENT SHEET REFERENCE CORR CORRIDOR, CORRUGATED OBER OPERATING u G
1 WHERE DETAIL OR CP CONTROL POINT, CATHODIC PROTECTION, CATCH DENG OPENING L)
ENLARGED PLAN IS Q
'F-F- RAILROAD, EACH TRACK I POINT OPP OPPOSITE Q w
— PAE PAE — PROPOSED PERMANENT ACCESS EASEMENT SHOWN CPLG COUPLING Ill C R y'
T T TELEPHONE (OVERHEAD) I CPVC CHLORINATED POLYVINYL CHLORIDE PCCP PRESTRESSED CONCRETE CYLINDER PIPE �J O LL _
X X FENCE 1 CSP CORRUGATED STEEL PIPE BE PLAIN END cb �N x o
CTR(S) CENTER(S) PP POWER POLE
- -T- - - - -T- - TELEPHONE (UNDERGROUND) - - CTS CORROSION/CATHODIC TEST STATION PSF POUNDS PER SQUARE FOOT V
CENTERLINE
CALLOUT BOUNDARY CU CUBIC, COPPER PSI POUNDS PER SQUARE INCH � z
- - VV - - - - - W - - WATER LINE CY CUBIC YARD PVC POLYVINYL CHLORIDE, POINT OF VERTICAL
EARTH OR GRADE CURVATURE
(G) D DOOR PVMT PAVEMENT
- WATER OR GAS VALVE _ _ _ m i
(VV) LI)=)J�jll=)ll BEDROCK DI DETAIL -6 0 ❑
DI DROP INLET, DUCTILE IRON R RADIUS, RISER I q6
(GM) WATER OR GAS METER DIA DIAMETER R/W RIGHT OF WAY u
GRANULAR FILL (CRUSHED ROCK OR GRAVEL) DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE
SS SD SEWER OR STORMDRAIN MANHOLE 0 SECTION & DETAIL VIEW TITLES DISCH DISCHARGE RCCP REINFORCED CONCRETE CYLINDER PIPE
SAND m
DN DOWN REF REFERENCE
DR DRAIN REINF REINFORCED, REINFORCING
VALVE DWG(S) DRAWING(S) REM REMOVABLE, REMOVE
CONCRETE %1 SECTION REQD REQUIRED
0—J UTILITY POLE WITH GUY ANCHOR A E EAST, BASTING BET RETURN Z
ENGINEERED FILL X-XX-XXX 1 /8" = 1'-0" EA EACH REV REVISION, REVISED, REVERSE W
it FIRE HYDRANT EG EXISTING GRADE RR RAILROAD 2
RIPRAP EL ELEVATION RT RIGHT LLJ
SHEET REFERENCE ELB ELBOW ROW RIGHT OF WAY >
iYy YARD HYDRANT WETLAND WHERE SECTION IS USED ELL ELBOW O
'( FNC T s SECOND, SLOPE, SOUTH STREET LIGHT POLE ENCL ENCLOSURESCHED SCHEDULE = Z z
� BOIL END OF LINE SO STORM DRAIN (L Q
HEDGE, BRUSH, SHRUBS, WOODS / "� DETAIL EOP EDGE OF PAVEMENT SEC SECOND
EOS EDGE OF SLAB SECT SECTION O - Q
X-XX-XXX 1/8" = V-0" EQ EQUAL SF SQUARE FEET /) x >
10 DECIDUOUS TREE AND TRUNK DIAMETER EQUIP EQUIPMENT SIT SHEET V W
SHEET REFERENCE EW EACH WAY SIM SIMILAR Un � Q Q'
• 4 CONIFEROUS TREE AND TRUNK DIAMETER WHERE DETAIL IS USED EXIST EXISTING SP STEEL PIPE L1-I v� � CO
SPA SPACING, SPACES W m i
' ' SWAMP FT F FACE TO FACE SPEC(S) SPECIFICATION(S) > N L.1- LJ.J z Q
FH FIRE HYDRANT SPL SPECIAL LLI -y U W 0
FIG FIGURE SPLY SUPPLY FLEX cFLEXIBLE SO SQUARE co 0Q L�
X 4562.E SPOT ELEVATION LJ Q
FM FORCE MAIN SS STAINLESS STEEL 0 m 0
FRPM FIBERGLASS REINFORCED PLASTIC MORTAR SS SANITARY SEWER z z Z
FT FOOT, FEET ST SWR STORM SEWER _ LLB
STA STATION Q U 0
G GAS STD W
STANDARD Y
�N/
GB GRADE BREAK STL STEEL n' LL LL.I J
GEN GENERAL, GENERATOR STOR STORAGE uj O LLJ
GL GLASS STIR STRUCTURAL
EROSION AND SEDIMENTATION CONTROL LEGEND GM GAS METER U
GR GRADE T TELEPHONE, TOP Q
TBD TO BE DETERMINED Y
H HIGH, HOUR TBM TEMPORARYBENCHMARK > 0
HDPE HIGH DENSITY POLYETHYLENE TH TEST HOLE
■ ■ ■ SEDIMENT FENCE m
HGT HEIGHT THK THICK, THICKNESS
HIT HANDHOLE TOC TOP OF CONCRETE, TABLE OF CONTENTS
® SEDIMENT FENCE OUTLET HORIZ HORIZONTAL TOF TOP OF FOOTING DESIGNED: son
HP HIGH POINT, HIGH PRESSURE, HORSEPOWER TOM TOP OF MASONRY DETAILED: RUE
CHECK DAM ER HOUR, HANDRAIL TOP TOP OF PIPE CHECKED: CES
ITS HIGH STRENGTH TOW TOP OF WALL APPROVED: JMG
EROSION CONTROL MATTING HWY HIGHWAY TP TEST PIT
TYP TYPICAL oATe. JUNE zazo
ID INSIDE DIAMETER o ilz 1
PERMANENT STREAM CROSSING IE INVERT ELEVATION UB UTILITY BOX
IN INCH(ES) UG UNDERGROUND IF THIS BAR DOES NOT
INCL INCLUDING UNO UNLESS NOTED OTHERWISE MEASURE VTHEN DRAWING
INCR INCREASE UP UTILITY POLE IS NOT TO FULL SCALE
INT INTERIOR, INTERNAL USGS UNITED STATES GEOLOGICAL SURVEY PROJECT NO.
INV INVERT 401263
IPS IRON PIPE SIZE V VALVE, VERTICAL, VOLT, VENT
G-002
FINAL DRAWING - FOR REVIEW PURPOSES ONLY SHEET
3 OF 32

PUMP STATION
i-------49 I \
IHARRISBURG PHARRS MILL
1
I
)PINEE
RIDGE_
PROJECT AREA
IIIIIIIIII�
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NO
IF THIS BAR DOES NOT
MEASURE V THEN DRAWING
IS NOT TO FULL SCALE
I
�•� �� ����� 1���,� 00
. 1 •

a
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\ \ \ MH 010141
s\ °� RIM: 558.50'
� A INV IN: 550.85'
INV OUT: 550,85'
12" PVC
Wetland GG
W 1 - 0.04 acre temporary disturbance (PEM)
W2 - 0.01 acre permanent clearing (PFO)
W3 - 0.01 acre temporary clearing (PFO)
EXISTING 24" SEWER
MH 010142 "
RIM. 558.34' '
INV IN: 551.44' FLOODWAY
INV OUT: 551.30' '
22" PVC \ f�
— Existing 12" sewer
_ -SE IMENT FENCE rA BACK CREEK '
EXISTING 12" BE TYP C-503
s MH 010143
RIM: 563.42'
INV IN: 552.47'
INV OUT 552.31'
_V . S100 s`� Aj 12" PVC
�c�'�a \ �TF �ss��� -• —�� `T�� Y J
i
6100_
SEDIMENT FENCE B A
4/ OUTLET(TYP) C-503 \
/i i
2 _ ��`'' STA 11+90.29 N 570776.75 h^�-_ 3� . J
1012538 �¢4 MH 012539 y i�-^ -r a� sw �s �. A A
60"
A: 558.94' / RIM: A O
s xo-
/ IN: 543.74' INV IN: 543.69' 24" PVC _ _ � � �-y, -56 I
N 570609.88 / rc 0- - s� _
/OUT: 543.74' INV OUT: 543.59' 30" PVC ` �7 �^ / I E 1514265.66 I PROPOSED 15' TEMPORARY V
PVC OIII y I CONSTRUCTION EASEMENT w
0�0140 I�I14 / \ \\ EXISTING 20' PERMANENT T0� x 18__,00 _ - - - W
ti SEWER EASEMENT / Nis\ - �-
I IN: 550.47' Ilhl� / / A I I N (7)
PVC III I/ , \1 X I I I Y Proposed 3011---(.-__� 2' W-`- 19+ ---5- - F-
/OUT: 550.44' / 2a7q _ 00' ---ss_ QL(l
/ i' I I RELOCATE EXISTING r0F ��_ J c) L
013101 I I I interne for FENCE TO PERMANENT 'r--
A: 558.14' d I ANTI -SEEP B I EASEMENT T0E - \ _ IJJ Z
/ /ss COLLAR (TYP) C-502 STA 17+89.45 O
/ IN: 543.51' \ NOTE 2 I/IIX1 I FEMA 100-YEAR MH-3 (60" DIA) \ \ TCE z�
I OUT: 543.48' I \ 5� si I I FLOOD HAZARD LINE L = 165.68' J
/� CORE DRILL MANHOLE I / = Q
PVC / i� FOR CONNECTION OF I N 571148.25
�� NEW 30"SEWER I I I I 100' AT&T RIGHT OF WAY E 1514079.36 Z
EXISTING 30" SEWER
JAMES RAY FLOWERS, JR. and Wife, O
AT&T UNDERGROUND VIRGINIA KALE FLOWERS, and V
A: 556.45' /' / UTILITY LINE WOODEN POST AMELIA R. TURNER AS TRUSTEE
DB: 12440 PG: 257 O
I IN A: 550.19' 12" PVC
I IN B: 551.28' 8" PVC i T - _ / I PIN: 5517-41-0025V-
I OUT: 55y0.05' 12" PVC
575
570
565
560
555
550
545
540
535
10+00
' I
III I
TOP OF
CREEK BANK
IIIEXISTING SE WEEASEMR EASEMENT
k - N 00 E
Axi B_2
51
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U
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Om I
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10
-YEAR FLOOD
O
HAZARD
LINE
X W>>
_
>> Q
F=>>
Q W
�w�Zzz
��
zz�
2z�>
EXISTING GRADE
—
II
\
— —-I
-XISTING 12" S
=WER
ANTI -SEEP
DIA, L=287.42',
5=0.20
COLL
R (TYP)
30"
30" DIA, L=373.01',
S=0.20%
30" DIA, L=226.14',
S=0.20%
30" DIA, L-190.29',
S=0.20%
O
F
Q
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50
5' 3' 0" 5' 10,
VERTICAL SCALE V" 5'
50, 25' 0' 50, 100,
HORIZONTAL SCALE 1" 50'
NOTES:
1. SEWER INTERCEPTOR SHALL BE 30" FRPM
SN46 OR ANSIIAWWA C900 PVC DR 25
UNLESS OTHERWISE SHOWN.
2. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 15OFT UP THE SEWER
INTERCEPTOR GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND AREA PER DETAIL B ON
SHEET C-502.
Legend
Temporary disturbance (PEM)
Temporary clearing (PFO)
Permanent clearing (PFO)
Permanent fill (PFO/PEM)
Stream disturbance
575
570
565
560
555
550
545
540
535
20+00
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
........... . .
A
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DESIGNED: SDA
DETAILED: RLF
CHECKED: DES
APPROVED: JMO
DATE: JUNE 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE V THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-101
SHEET
5 OF 32

a
U
Wetland HH
T°E W10 - 0.11 acre temporary disturbance (PEM) : Wetland II
_ W 1 I - 0.03 acre permanent clearing (PFO) 1 W 13 - 0.02 acre temporary disturbance (PEM)
W 12 - 0.10 acre temporary clearing (PFO) W 14 - 0.01 acre temporary clearing (PFO)
SEDIMENT FENCE i GKGREEK �BNCKC?B ANTI -SEE
E
F------
_ C-502 COLLAR (TYP)��
4(/` ,ice✓- NOTE _ EXISTING 12"SEWER\��
�(/�0� MH
4 `� � A llji/� RIM::563.6 563.68' EXISTING 30'PERMANENT
Cq O V ,� 1/1T �� INV IN: 555.48' SEWER EASEMENT
441 1 i INV OUT'555.43'
"'A,Q ... 12" PVC - _ _s sa 36-`p0 _ 37+00't -,
\� �.y, _-%/�i+ _ _ N4T0049.87'W'- 38+00
09
5&(I _
O=� _ �ss \ ... �j j I - f�—�ss\ \ ems, 35+00 0, 1NTERGEPIOR
-Z - ? 55� \t` h
...
00
7'_�_-L. TCE STA36+01.78
MH-9 (60"DIA) m
L = 166.51°
N 572575.55
Co) - 00,-_�-tom r- i 1ct / E1513058.30 �..
' B-8 32' i � Tr
FLOODWAY J o
Tce I
CONSTRUCTION �
Tc STAGING AND LAYDOWN R`
/ AREA
STA 31+76.78 PROPOSED 15TEMPORARY \
/ MH-8 (60" DIA) CONSTRUCTION EASEMENT /
N 34EXISTING PERMANENT 151
E 1513412.712.70 SEWER EASEMENT
/ \ FEMA 100-YEAR /
FLOOD HAZARD LINE CABARRUS COUNTY
DB: 11317 PG: 252
MB: 68 PG: 16
\ JAMES RAY FLOWERS, JR. and Wife, \) ME : 68 PG: 28 _
VIRGINIA KALE FLOWERS, and / PIN: 5517-22-8882
AMELIA R. TURNER AS TRUSTEE
DB: 12440 PG: 257 / GS ROAD — —
PIN: 5517-41-0025 ��, SR-1161 STALLINTH
1 4 ----- 60 RIGHT
PUBLIC RIGHT OF `NAY
580
575
570
565
560
555
550
545
540
30+00
rt
MH 010150
�
-
RIM: 563.83'
U
i
INV IN: 556.91'
INV OUT: 557.01'
_
12" PVC
2
�+
___ss__
LU
0) W
(J)
wZ
TCE�y-���
J
STA 38+45.22—TCF
= j
MH-10 (60" DIA)
C) Z
L = 176.15'
I- —
N 572753.56
Q Z
E 1512892.22
0
...
QSIQ 1LQhaR� D
U
MATTING (TYP) C-503
O
I
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CONSTRUCTION D
ENTRAN E TYP C-502
I
W
>
U
M
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Z
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W
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-YEAR FLOOD
H
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EXISTING
GRADE
I I
—
XISTING 12"
EWER
I I
II
—
— —
—
—
— —
— —
— —
LF
COLLAR (TY
)
30" DIA,
L=243.45', 5=0.20
%
30"
DIA, L=194.06',
S=0.20%
30"
DIA, L=425.00',
S=0.20
30" DIA,
L=204.66'.. S=0.20
30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50, 25' 0' 50' 100,
HOR17ONTAL SCALE I'=50'
NOTES:
1. SEWER INTERCEPTOR SHALL BE 30" FRPM
SN48 OR ANSIIAW WA C900 PVC DR 25
UNLESS OTHERWISE SHOWN.
2. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 15OFT UP THE SEWER
INTERCEPTOR GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND AREA PER DETAIL B ON
SHEET C-502.
Legend
Temporary disturbance (PEM)
Temporary clearing (PFO) M
Permanent clearing (PFO)
Permanent fill (PFO/PEM) M
Stream disturbance
580
575
570
565
560
555
550
545
540
40+00
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
�o�oyd. MD ; ,
A
L
m
O LL H R
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m
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DESIGNED: SDA
DETAILED: RLF
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR DOES NOT
MEASURE VTHEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-103
SHEET
7 OF 32

a
U
/ _
MH 01015, BOARD F COUNTY / BOARD
OF E COUNTY /
BOARD OF EDUCATION FLOODWAY BOARD OF EDUCATION
RIM: 564.30' \ DB: 1515 PG: 1 DB: 7515 PG 1IN"
TBM A PIN: 5517-21-3800 / �GEi� yyo
Wetland JJ CHISELED SQUARE MH 010153 EXHIBIT A-1
IN BRIDGE ABUTMENT RIM: 565.34'
EL: 572.93' INV IN: 559.04'
W15 - 0.03 acre permanent clearing (PFO) NAVD88 INV OUT.558.89'
N 573042.93 _1 2" PVC��
� W 16 - 0.07 acre tempora clearing (PFO) - F 1512530.28 0o
�� TOP OF
Q/ S MH CREEK BANK
C� R �- IM: 564.30'
O
O INV IN: 557.40' / Ef
B SEDIMENT FENCE-�� 5 3 0 5 10
Q- -- v- F\� INV OUT: 557.34' h/%L 65��
'- - 9
Gj �a � _ p4 - /Ij � VERTICAL SCALE 1'�5'
\ 12" PVC / r / \��.-> _ __ -' �- / Q
Ivr MH010152 1 \�\� - �9�y/ .�
50' 25' 0' 50' 100'
RIM: 564.24' I AA
��\ BACK CREEK
- - - -
�J.r 10 INV OUT: 57.93 \ � / EXISTING 30' PERMANENT " - -- / _ _ssJ--- Lqg+00_ _ �s �, HORIZONTAL SCALE 1"=50'
��[CJ 12"PV 1 A ��\� SEWER EASEMENTrv--
A\ \\\ / i \ % / 48+00_-.N83°33'28.59'^ / �, OX
�EXISTING�- _,-56 .B - - 266.18. -__�- �e y� �O NOTES:
4 - u 12"SEWER �-- _Is 00 a �� i-� V N ONN CT A - wo T+ -- /
--> ss _ _-- r \ O
T (T 1. SEWER INTERCEPTOR SHALL BE 30"FRPM
- r A ) 504 > - i - - S
N" SN46 OR ANSIIAWINA C900 PVC DR 25
STA 49+73.06 UNLESS OTHERWISE SHOWN.
TCE
/r 2. GRANULAR BACKFILL FROM CROWN OF 30"
L 179.90° v �� / ✓��� -� ( �> /� 1pR > AGe = 570 STA 47+06.88 - �� . N 573122.65 PIPE TO INVERT OF EXISTING 10" PVC PIPE.
MH-15 (60"DIA) - E1511914.41
3. FOR EXISTING 12" SEWER BYPASS DURING
E 1512769.67 r 4.� { j/ l r1 • > �� 36 \N > AGES _5-- L = 172.60° MH 010154
B ANTI -SEEP -,r " O lTl ITEM r �s >� >" _/� - RIM: 569.80' INSTALLATION OF INTERCONNECT VAULT,
& ( } - _ ����� N 573092.78
C-502 COLLAR (TYP) A (r 43�00 ! �4+00 - -> - - > �� E 1512178.91 INV IN A: 559.50' 12" PVC PUMP SYSTEMS SHALL BE CAPABLE OF 0.3
i 3i. 12 ,4 > - �' I MGD. PROVIDE BYPASS PUMPING PLAN FOR
NOTE 4 - �•f - - - u INV IN B: 560.52' 10" PVC
+AA - "� -> ---' PROPOSED ISTEMPORARY
STA 42+23.41 r ' Tw �. _>=-STA 44+05.00 I INV OUT: 559.48' 12" PVC ' I APPROVAL BY ENGINEER.
MH-12 (60" DIA) 6 / r 1 1 - >' CONSTRUCTION EASEMENT
5 5- /r - _ MH 0. (60" DIA) I ' 4. ANTI -SEEP COLLARS SHALL BE PLACED AT
S ! 5 3046. ° - EXISTING 20' PERMANENT THE LOWER SEWER INTERCEPTOR
R 7767 N 573046.59 -,, _ _ rl ' / ITCE _ tCE N 573097.84 SEWER EASEMENT I '
P 6pS Jl 4/ E 1512653.16 r % / I GRADIENT AT THE WETLAND BOUNDARY
/ UBL� F?I,V NGg � / ,/BORE RECEIVING PR ' I E 1512480.75 I ' � AND EVERY 150FT UP THE SEWER
CR/C IOFy ROgp BORE
30' APPROX LOCATION (15' X 15' APPROX LOCATION)I \ \ FARMINGDALE, LLC ' INTERCEPTOR GRADIENT UNTIL THE EJTILFTY
F7T r /� J I FARMINGDALE, LLC EXITS THE WETLAND AREA PER DETAIL 6+7N
/ W ) �e' RCP DB: 13530 PG: 113
q y n aT: s6s.oa r �� STA 43+73.97 CONSTRUCTION DB: 13530 PG: 113 JASON HUMPHREYS and Wife,
. �° MH-13 (60" DIA) - ' TRACT 3
m STAGING AND LAYDOWN TRACT 2 AMANDA HUMPHREYS I ROSS CAVANAUGH and Wife SHEET C-502.
u MB: 68 PG: 28 AREA ' MIS 68 PG: 28 I I LEEAH CAVANAUGH
ce L = 158.93° DB: 11391 PG: 79
INVBRIM: 56607- R N 1512511.7 _ _ LOT 2 PIN: 5517-23-0215
a: s66.w' PIN: 5517-23-1220 I DB: 1
INV In e: 5aam•- ,y10 E 57309 .36 PIN: 5517-23-3134 ' LOT 1 I PIN:
NV OUT: 575.78' '
,a RCP C8- C8
\I RIM: 569.]6' M: 57i.071
NV OUT: 565.]fi INV Wi: 557.55' I '
- --/ �/ �a• RCP ❑• RCP ce TCE CONSTRUCTION)
D
ENTRANCE TYP
FEMA 100-YEAR nv auT: sa6 s66 7 (• ba- C-502 I '
FLOOD HAZARD LINE .nR(p)
( R
I I
585
580
575
570
565
560
555
550
545
40+00
7
O O
O
O
a
(7
9 J
(7 o z C7
M
(7
.F ¢
BE
C7 �r"
�¢_
�Kz
mF
NInF�
Q
o0
+�`O 'nF
ov
a
pwM'
Ao�$`�'-
v�;$z w v'°'zP 4v�i?p
a��zOwH
a
F=�> ---1 rz�7y6 ¢T22
F=�»aw
100-YEA
FLOOD
>
'f11
(��(Y? 3 i N�IY __ N��-_
N����
>
HAZARD
INE
( I
I I 1
I
7E.ING
GRADE
B
ql.y I I
I I
EXISTING 12'
SEWER
N
UNCHPIT I I wIti G r
ill
I Iz
--
----
I Iw
ANRE
SEEP
I-AR
E I ¢ I -RECEIVING
CO
F(TYP)
I I PIT
E
E
I
I 30" DIA. L=150.56'- S=0 20%
DIP (CERAMIC EPDXY LINED]
30" DIA, L=301.88',
5=0.20 %
30"
DIA, L=266.18',
5=0.20
30" DIA L=184.12',
S=0.20 %
L__
121 LF OF 54' STEEL 3(r DIA, Lwl1.03, 5=0.20
ENCASEMENT PIPE
w
BY DRY BARE AND JACK
I
I
w
o
40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50
'Legend
Temporary disturbance (PEM)
Temporary clearing (PFO) M
Permanent clearing (PFO)
Permanent fill (PFO/PEM)
Stream disturbance -
585
580
575
570
565
)TE 2
560
555
550
545
50+00
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
33
�
A
C
a
C
W
CWNn
Imo
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DESIGNED: SSDDA
DETAILED: RLF
CHECKED: DES
APPROVED: JMO
DATE: JUNE 2020
0 1/2 1
IF THISBAR DOES NOT
MEASURE V THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-104
SHEET
8 OF 32

a
U
Wetland DD
li-'� W17 - 0.01 acre temporary disturbance (PEM)
W18 - 0.02 acre permanent clearing (PFO)
W 19 - 0.01 a e teqfiprary clearing (PFO)
MH _565
010156 �,�
RIM: 566.98' I PERMANENTS RAMj A
_ \ ROSSING TYP
� S INV IN: 56D.OB' ( ) C-5
_ s`S� INV OUT: 559.98' \\� NOTE 2
0 �; A ♦ 12" PVC Lam.
J I -��� ssrsysezo• sV ��
icE � � _ '2ss W Sz 0 ., �\ �' ass,
0
CABARRUS COUNTY
BOARD OF EDUCATION
DB: 7515 PG:1
PIN:5517-21-3800
EXHIBIT A-1
MH 010157
RIM: 567.40'
TOP OF
INV IN: 560.65'
CREEK BANK
INV OUT: 560.55'
_ _
-12" PVC
_
—
— —
—
BACK CREEK_
— — — — — — — — —
— — —
---565_560_- r-----_
x
-------_
EXISTING 30'PERMANENT I
- - - - - - - - - -
- - -
SEWER EASEMENT I
-
-
_ - / r SS----SS----ss�-c-SS->�-ss---'<ss----ss
,ss 16
S46`17.00.36'W -
0 55'p0
30"INTERCEPTOR
2ayse'
_ss'� -
'S30°y'35—__--
\
Zyl - T
TGE'—ram
TCE
/
i
o�
STA 55+30.50
Sce
11H-18 (60" DIA)
STA 57+g8.48
L = 164.29'
N 572759.34
MH-19 (60^DIA)
MH 010158
RIM: 568.72'
INV IN: 561.27' MH 010159
INV OUT: 561.27' RIM. 569.22'
12" PVC INV IN: 561.70'
INV OUT: 561.60'
i 12" PVC
EXISTING 12" SEWER vw
\ v
—_------ _--- O f—
Si—--ss----SS--\—SS---\SS 0,
B-17 Q
58+00 - � 59+00_
�a=x 54s`22'12.02"WC---
18b.4---------- CO
V
\ \ > B-15�i\- 7 I //
PROPOSED IL I I aa4.o4
CONSTRUCTION EASEMEN
/1
DIMENT FENCE
�Y
\ - / EXISTING 20' PERMANENT C-503 (TY B SEDIMENT
MH
/ SEWER
e � �/�
EASEMENT OUTLET R)
ICI
RIM: 572.96'
INV IN: 563.31'
INV OUT: 563.23'
\ STA 52+72.52 I /
MH-17 (60" DIA)
C-503 (TYP)
.. Perennial Stream C
/
8" PVC
L = 148.71 °
N
S 1 10 if impact
/
172981.44
E 511650.33
- permanent (permanent crossing)
NTI-SEEP B
S2 - 10 if rip rap stabilization along banks
y
FEMA 100-YEAR
COLLAR (TYP) C-502 I
NOTE 3
S3 - 33 if temporary construction corridor
FLOOD HAZARD LINE
Intermittent Stream D
DOROTHY S. HARRIS and
S4 - 10 if rip rap stabilization along banks
Husband' PADL Q. HARRIS
DB: 304 PG: 164
i
S5 - 23 if temporary construction corridor
PIN:-
585
580
575
570
565
560
555
550
545
50+00
O�co
MH-20 DIA)
(60"
\\
L - 127.74'
N 572448,69
E 1511198.56
/ GO
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K
CL
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00-YEAR FLOOD
AZARD LINE
Fx
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EXIS
ING GRADE
g
�l
(3 12"
bIEVVIER
—
ANTI -SEEP
COLLAR (TY
)
30" DIA, L=257.9T,
5=0.20
30" DIA, L-257.98',
S-0.20%
30" DIA, L=188.41', S=0.20
30" DIA,
L=299.47', 5=0.20
50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50
5' 3' 0" 5' 10,
VERTICAL SCALE V" 5'
50, 25' 0' 50, 100,
HORIZONTAL SCALE 1" 50'
NOTES:
1. SEWER INTERCEPTOR SHALL BE 30" FRPM
SN46 OR ANSI/AWWA C900 PVC DR 25
UNLESS OTHERWISE SHOWN.
2. REFER TO DETAIL C ON SHEET C-503 FOR
TEMPORARY PUMP AROUND FOR STREAM
CROSSING IF REQUIRED.
3. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 15OFT UP THE SEWER
INTERCEPTOR GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND AREA PER DETAIL B ON
SHEET C-502.
Legend
Temporary disturbance (PEM)
Temporary clearing (PFO)
Permanent clearing (PFO)
Permanent fill (PFO/PEM)
Stream disturbance
585
580
575
570
565
560
555
550
545
60+00
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
5r° O No �'; -
�d.. 11D ; s =
"C
X
M
CI
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DESIGNED: SDA
DETAILED: RLF
CHECKED: DES
APPROVED: JMO
DATE: JUNE 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE V THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-105
SHEET
9 OF 32

a
U
EMA
/ TOP OF / — — — — FLOO HAZARD
— _ _ / \ C\- FLOOD HAZARD LINE
CABARRUS COUNTY CREEK BANK / / — — — — Z:
_�- 8"AERIAL SEWER V /
DB: 8757 PG 315 / / I __ MH 010163
PIN: 5517-01-5236 / �- - -- RIM: 574.99'
SEDIMENT FENCE A MH 010162
/ ( \ / \ INV IN A: 563.90' 12 PVC ' J
C-503 See � RIM: 571.68' \
,n
_ - INV IN: 563.53' /
/ INV OUT. 563.38'
INV IN 81: 570.39' 8" PVC
INV IN B2 565.07' 8" PVC (DROP)
Wetland CC
CHEEK
/
��
INV OUT: 563.90' 12" PVC
gPCK /
- \ 12" PVC
1
W20 - 0.003 acre permanent clearing (PFO)
W21 - 0.002 acre temporary clearing (PFO)
v.68.6p �=s,
v s�
o-/
I
PIN: 5517.21.3800
\ \ EXISTING 30' PERMANENT 1
� — � pC
\ 5j3°5pse 1
EXHIBIT A-1
I \ SEWER EASEMENT O$ 6A' \
-' 73 w69+00
/
O� co
xx
GO
%
/ B ANTI -SEEP
/ C 502 COLLAR (TYP)
MH 010160
EXISTING 12" SEWER67+56.39
I I / l s6 �-
�� e�ry9
MH-23 (60" DIA)
F
RIM568.99'
I
MH010161
_\ yid
-ss�-
5
y_ygti.
L=126.12°
INV IN: 562.09'
INV OUT: 561.99'
I
RIM: 573.48'
INV IN A: 562.58'
FLOODW Y
�/66
...
N 571995.56
E 1510709.11
12" PVC
INV IN B: 565.64'
INV OUT: 562.53'
_�_
s
- -f
STA 68+93.71
MH-24 (60" DI
z" PVC
1-
- ss
L = 137.76'
N 571957.37
k00 G'
E 1510577.21
Q
y
. ��/,� = I p0 ' -_
/� I ;�
/
PROPOSED 15' TEMPORARY D EROSION
CONSTRUCTION EASEMENT C-503 CONTROL
MATTING
A6g-� `--
�-
—CLEANOUT FOR
/ PRIVATE
"� �pE
---�,c�/�_ �570`
_�-�� ��„ /� -�
�
-
--_EXIS G20'PERMANENT
SEWER ASEMENT IT�
CONNECTION --
Q�
GQ\
,62+00=-sb9°44'oss,W-,�
----_,;-- - --�_
Wetland
BB
___ _1-- 64+00-
L, �;,_✓�--
_TCESTA63+9810
W22
0 0)
t 1 PFO
L - TEE , -'- _ - - . acre permanen c earmg ( )
/ NOTE3 '9- o i _ L=156.24° MH-22(24. )
N 572332.29 W23 - 0.05 acre temporary clearing (PFO)
E 1510831.52
N 572475.23 PRIVATE SEWER
E 1511000.28 / (APPROX LOCATION) / \
bHusband,
sa dHY S. HARRIS and PAUL Q. H RRIS / B SEDIMENT FENCE P 1S O" a""jol ��15
DB: 304 PG: 164 C-503 OUTLET (TYP) /NPR 101P0. 464 \
/ PIN:- / PPp8 59T1 02.45g1 \�
590
585
580
575
570
565
560
555
550
60+00
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50, 25' 0' 50, 100,
HORIZONTAL SCALE 1 "=50'
NOTES:
1. SEWER INTERCEPTOR SHALL BE 30" FRPM
SN46 OR ANSI/AWWA C900 PVC DR 25
UNLESS OTHERWISE SHOWN.
2. GRANULAR BACKFILL FROM CROWN OF 30"
PIPE TO INVERT OF EXISTING PRIVATE
SEWER PIPE.
3. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 15OFT UP THE SEWER
INTERCEPTOR GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND AREA PER DETAIL B ON
SHEET C-502.
Legend
Temporary disturbance (PEM)
Temporary clearing (PFO)
Permanent clearing (PFO)
Permanent fill (PFO/PEM)
Stream disturbance
K
Iy
K
O
U
p
U
O
U
(D
7
0
�Q
thF
Q f.10
Q oFrn
T
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`° rZ0
�
�EzOw
+=�%oa=�>>aw
w9?��jK ul
�_»
�Nvri? wF
oa
z
`� ���
100-YE
RFLOOD
�'
HAZARE
LINE
�
—
n
\
EXISTING GR
DE
.I
r
—
EXISTING 12"
SEWER
NOTE
2
ANT
-SEEP
COL
AR (TYP)
30" DIA,
L=137.32', S=0.20%
30 DIA, L=199.39',
S=0.20%
30"
30" DIA,
L-358.29', S=0.20%
DIA, L=221.16',
5=0.20
30" DIA,
L=200.05', S=0.20
%
LU
W
V1
W
F
K
a
60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50
590
585
580
575
570
565
560
555
550
70+00
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
5r° O
d'
M
U
C
E
w
oWH�
OZ
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SL �_
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DESIGNED: SSDDA
DETAILED: RLF
CHECKED: DES
APPROVED: JMO
DATE: JUNE 2020
0 1/2 1
IF THISBAR DOES NOT
MEASURE V THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-106
SHEET
10 OF 32

a
U
CABARRUS COUNTY
— V egCk
O
DB: 8757 PG 315
PIN: 5517-01-5236
�
MH 010164
TOP OF
RIM: 571.68'
\ \
C
CREEK BANK
INV IN: 563.53'
TBM
��
'
)
/7EXISTING 12" SEWER \
00
INV OUT: 563.38'
12" PVC
RR SPIKE TREE
MH 010165
RIM: 572.17'
ME 010166
RIM: 573.05'
��
O
Lti'
5 �s
MH 010167.E
\
_
—
_
EL 5725.70'
O� /
/ /
1 �2�
RIM: 575.76'
U
— — — — _
_
NAVD88
INV IN: 564.6T
INV IN: 565.52'
Q
m
j 1
INV IN: 557.27'
s
A
N 572054.84
IN OUT: 564.6T
12" PVC
INV OUT: 565.46'
12" PVC
/
/
/�
+� ��
EXISTING GATE IN
INV OUT: 567.27'
CD
Ll.l O
U, p
--570---
V
E 1510284.84
/
BARBED WIRE FENCE
12" PVC
LU
+ W
I+,�
C� f�
x
— �_ ���
� �'�x
ACCESS GATELij
_
TYP
Q W
W_
- -
-
T-�
5
NOTE
LU
co co
Z
30'PERMANENT
EXISTING��
-
�-_� -,�--_ - -
i� -�� �
� Z
O WN63"5q'10.38'N/-
—Z
71+
--SS_- SS-_
-
-_
--s5--
-- -__ ----___
--
SEWER EASEMENT
-- -
_
ssT i 7g+00
_SS-_-- - -- -_� - -
_.-
leaav--_
--Nez= 1s'25.2r'lN
-SS--
.__
_-
_ __—__—
S
- --- __ __ __--—__
--
/ k�_�-557-
_ss--- - - -- -
78+00_N80'3"W/ �= __ _.
i i
OT_�-�--
:3-
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= TC
~ X�'-�x�azK—
2388
�_
-___
S ___sS____SS_
-��
_SS____SS _. p5-_--SS-_--SS--
-�76+00�i
- ,_� i 7GE
77+00 _
�e __ - __-_-
Z
... >_...
73+pp-- __-____
74+00 75+00 ePxa
�l<N]2"54'39.51"W
i� TCE
O
TCE
STA 70+93.09—x—x --
MH-25 (60" DIA)FLOODWAY r = rcE
L = 178.40' � � �1 STA 73+31.89
U.
N 572045.08 --�
����.
MH-26 0" DIA)
E 1510398.15 �-
L = 169.400
Wetland BB
\
N 572156.2156.06
W23 - Continues
E 1510186.70
RELOCATE EXISTING
�.
FENCE TO PERMANENT
from Sheet 10
�' \.\
�\ EASEMENT
_
BANK STABILIZATION �--
(TYP) NOTE 3 C-503
B SEDIMENT FENCE
PAUL N HARRIS,
\ C-503 UTLET (TYP)
SUCCESSORSSOR TRUSTEE OF THE
\
FAMILY TRUST OF DOROTHY
KIND SLOOP HARRIS
DB: 304 PG: 164
\
DB: 10032 PG: 239
PIN: 5517-03-9042
\
590
585
580
575
570
565
560
555
550
70+00
)R. -313.34' /
i �/-
/ y / / ,GE / STA 79+92.30 cG Z
.x-�•x x---x�-x-yc"x-�.x. x / x MH-28 (60" DIA) O
TCE TOE i� N 572305.06
STA 76+45.23 / SEDIMENT FENCE E 1509544.83
5 U-
PROPOSED 15'TEMPORARY
MH-27DIA) ._� (TYP) C-03 LL
CONSTRUCTION EASEMENT L = 172.35.35° I
EXISTING 20' PERMANENT N 572248.13
SEWER
EASEMENT
`FEMA 100-YEAR
FLOOD HAZARD LINE
YATES MILLER MCCACHREN, JR.
and Wife, LINDA THREATT
MCCACHREN
DB: 726 PG: 331
PIN: 5507-92-5547
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50, 25' 0' 50' 100,
HOR17ONTAL SCALE 1"=50'
NOTES:
1. SEWER INTERCEPTOR SHALL BE 30" FRPM
SN48 OR ANSI/AW WA C900 PVC DR 25
UNLESS OTHERWISE SHOWN.
2. REMOVE AND DISPOSE OF EXISTING GATE
INSTALL NEW GATE PER DETAIL.
3. PROVIDE BANK STABILIZATION IF AREA
DISTURBED.
Legend
Temporary disturbance (PEM)
Temporary clearing (PFO)
Permanent clearing (PFO)
Permanent fill (PFO/PEM)
Stream disturbance
O
O
O
ob
(3
Ki
M
CD
m�NZO
Z
ma
��
rna
��
�F
zOF
^N�?OF�
u"'i��,^n
100-YEAR FLO
HAZARD LINE»
O
i
=
a>
z»
><
/
tn�ir
zz?
»
/
EXIS
FINS GRADE
EXI
3TING 12" SE)
ER
5=0.20
30" DIA,
L=347.07', S=0.20%
30"
DIA, L=313.34',
30" DIA, L=238.80',
S=0.20
70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50
590
585
580
575
570
565
560
555
550
80+00
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
,r
�
a
LU
CLLHR
U
Co
x
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7mo�
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LL
a0� Lug
J
U� �00
z> �d —1c?
S u.i
LJJ� Uzo
�QU
of Zo
Om� a<
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QUY
ne"w
wpm
~ U
Y
U
Q
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DESIGNED: SEA
DETAILED: FILE
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR DOES NOT
MEASURE VTHEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-107
SHEET
11 OF 32

a
U
Wetland KK
W26 - 0.03 acre temporary disturbance (PEM)
\
INTERNATIONAL CHURCH OF
MH 010171
RIM579.35'
G P�
4�
W27- 0.04 acre permanent clearing (PFO)
.. THE FOURSQUARE
DB: 5071 PG: 170
INV IN A: 568.70' 12" PVC
INN IN B: 569.35' 8" PVC
�O.p�d'.P
O .�
Y b
�i Ill O - 0. 10 acre temporary clearing (PFO)
VV LO 1 1'
/
PIN: 5507-91-2913 -
"' -
INV OUT : 568.15' 12" PVC
y�'D ,�,
A
/
PRIVATE SEWER WITH
MH 010170
RIM: 577.50'
"�, " ,'�
--. -'-
_�
~� �_
- CONSTRUCTION
-
�inv 21' RCP l^
GUT A: s7o.ss' "J
inv WT A: 57-1' O
O
CJ
EXISTING 30' PERMANENT
\ /SEWER EASEMENT
CLEANOUTS FROM NEW
HARVEST CHURCH
INV IN: 567.85'
INV OUT: 567.80'�
12" PVC
- :'_STAGING AND
_- -
LAYDOWN AREA
YJ--'-" -t
/
\ / X <C/
qC O_GJ
k
CRFFK / O
ACCESS GATE B
�\ TYP C-504
MH 010168
MH 010169 TOP OF
- PC
00
X
s
J VA
RIM: 574.43'
INV IN A: 566.98 12"
RIM: 574.35' CREEK SANK
/ _ -_9--,�__--`Ntl3
-
1L
♦�` ��"'
A _ �iJ�
v
INV IN B: 568.23 6"
etland A
TBM C
RR SPIKE IN
_s-�=-�'-
STA 88+26.20
�v d
NOTE 2�
\NV
OUT 566.83 12" 1
/
POWER POLE
MH 32 (60
DIA)co
c _
W24 - 0.01 acre permanent clearing PFO
( )
EL578.55'
NAVD88
L=177.50°
N 572267.02
gRDRAIL" ��A dI1
`
V A VA -
A \ \V �'"� ����
�=w
v��v FFk
W25 - 0.20 acre temporary clearing (PFO)
N 572251 59
E 1508744.44 \
E 1508754.70
- --
_-
s- RCP
U
SS T��
B ACCESS
GATE -'
p Q
C-504
A INTERCONNECT i" NOTE 2
i \ \ EXISTING 12' , �ss� "6g+0 s� 1• \
O C-505 VAULT(TYP�
V r�F ����� -��-'\ _I\ / ice? e %� =+s:� RNANCNT� ""
EXISTING PERMANENT
STREAK CROS9NG
RELOCATE EXISTING cp b v �i_�- /sn A / _ _ , - STA 87+05.00
FENCE TO PERMANENT } v' / A V - �86 OQ MH-31 (60" DIA)
EASEMENT �y®� �k �� `+ ss _ _=0.00°
vv v s ss ss- - N 572310.88
TCF �1 �83*0 84+00 _ 85+00- E I5nAAR7.69
PROPOSED 15 TEMPORARY -� �' s7s°20'13E w� - -
CONSTRUCTION EASEMENT \- \ - 3 • INTERCEPTOR Sce TOE �T -
SEDIMENT FENCE 8 1 . 1989T _ _ - - - BORE LAUNCH PIT rcc TCE
OUTLET (TYP) C-503 EXISTING 20' PERMANENT r�F. \ - \ \ �.. - _mot 1573�CE (15' X 30' APPROX '
SEWER EASEMENT I TCE\" Tc, STA 8515.84 LOCATION) D CONSTRUCTION /
MH-30 II DIA) C-502 ENTRANCE (TYP)
A=10 52314° CONSTRUCTION
A SEDIMENT FENCE STA 83+18.87 N 572 9.33 STAGING AND BORE RECEIVING PIT
C-503 TYP I \ MH-29 (60'. DIA) . ` E 15 044.03 LAYDOWN AREA (15' X 15' APPROX LOCATION)
L=149.52° �.., ..��.
i
/ FEMA 100-YEAR N 572415.77 - STORM SEWER
` E 1509237.60
FLOOD HAZARD LINE MANHOLE
/ ` RIM: 575.96'
EROSION CONTROL FLOODWAY (INVERTS /
YATES MILLER MCCACHREN, JR. MATTING (TYP) C 03 INACCESSIBLE)
and wife, LINDA THREATT \ �' --' -� STA 89+87.80
MCCACHREN MH-33 (60" DIA)
IDS. 726 PG: 331 rnermittent Stream A N572202.02PIN: 5507-92-5547N 572202.02- 10 if rip rap stabilization along banks E 1508606.75
- 33 if temporary construction corridor
595
590
585
580
575
570
565
560
555
550
80+00
5' 3' 0" 5'
VERTICAL SCALE 1"=5'
50, 25' 0' 50'
HOR17ONTAL SCALE 1"=50'
10,
100,
NOTES:
\ �
1.
SEWER INTERCEPTOR SHALL BE 30" FRPM
SN48 OR ANSI/AW WA C900 PVC DR 25
UNLESS OTHERWISE SHOWN.
\S�s.
/%
2.
\
REMOVE AND DISPOSE OF EXISTING GATE.
INSTALL NEW GATE PER DETAIL.
c�
3.
EXISTING 20 PERMANENT SEWER
EASEMENT FROM HICKORY RIDGE ROAD TO
ROBINSON CHURCH ROAD IS OUTSIDE OF
LIMITS OF DISTURBANCE.
PROPOSED 4. FOR EXISTING 12 SEWER BYPASS DURING
N� \ PERMANENT INSTALLATION OF INTERCONNECT VAULT,
ACCESS EASEMENT PUMP SYSTEMS SHALL BE CAPABLE OF 0.3
MGD. PROVIDE BYPASS PUMPING PLAN FOR
5 APPROVAL BY ENGINEER.
L
0�0 y�0
T �
-7 �O\
L yO\
\\ Legend
\f
Temporary disturbance (PEM)
Temporary clearing (PFO)
Permanent clearing (PFO)
595 Permanent fill (PFO/PEM)
Stream disturbance
O
U
7
Z
CC
O
U
(7
Z
M [C
O
U
(7
Z
N [C
❑
w
O
U
9
Z
cep
H
.,P:m
c❑oF
c❑oFF c0o ro� �� �FH
W
m�vri.OW
���.OW Om mi Om �o,n =00w
EXI
TING GRADE
�
0 � >
<
>>
<n�Ee__3>
< w
100-YEA
FLOOD
= � z z
�[e
= � z � a O F � J ❑ Q � BE >
Mg¢-_3 ZN wCi Ng�-->
HAZARD
LINE
__
BORE
'
RECEIV Ir
IG PIT
0 m I
1 I
I
J
BORE
LAUNCH
Ur I
PIT - l O•� j
EXIS
ING 12" SEW
.
I
- 3 I _ 1 -
- -
- -
-
- -
- -
U
-
30" DIA, L=189.16',
S=0.20%
30" DIA,
L=121.20', 5=0 2C'sy
:iD' DIA, L=161.fi0', 5=030°•o
DIP ICERAAIID EPO%1' LINED)
30" DIA,
L=196.9T, S=0.20%
30" DIA, L=326.5T,
5=0.20 %
J
--
I
1
I 118 LF OF 54" STEFEL
ENCASEMENT PIPIE
'ByDRY BORE AND JACK
w
I
?
la¢
4 I
IN
O
� I
N
80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 88+00
590
585
580
575
570
565
560
555
550
88+50 89+00 89+50 90+00
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
F
0
�
..d......
_
alp
;
X
A
L
a
LLI
C H R
LL
U
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woo
,mod
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cw
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r)H0�/
�ZLL
a0� Lug
J
U� LL�
LLJ�d JdCl)
S L I-1 - Q
LJJ� UZo
�QU
of Zo
OmH a<
ZQz �
QUY
ne LL
LLJ
Lu Q L1J�
~ U
Y
U
Q
00
DESIGNED: SDA
DETAILED: RLF
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR
� NOT
MEASURE VTHEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-108
SHEET
12 OF 32

BRIDGE POINTE
DAVIDD M. ACCIPITER / / ^� \ HOMEOWNERS \
PIN:1807-81-6925 \� / / RIM: 5076.2E CREEK BANK / / \\ BACKCRFSk \ Intermittent Stream E
' INV IN: 569.53' / -----
INV OUT:569.43' ==^o y'�_ PERMANENT STREAM A
�. 12" PVC
QRQ551NG(TYP) 50S8 - 10 if permanent stream crossing
NOTE 2
S9 - 41f tem ora construction corridor
Wetland KK
W26 - Continues from Sheet 12
W27- Continues from S + 1 1)
595
590
585
580
575
570
565
560
555
90+00
0
0
B SEDIMENT FENCE G�2E K B ANTI -SEEP
C-503 OUTLET (TYP) OPGKy /\ C-502 COLLAR II
YP) \
NOTE4 \
EXISTING 12" SEWER \
EXISTING 30'PERMANENT� ----
/ SEWER EASEMENT — =__-- --
-ss—
,ss
_ss_ ^B27 ,94+00L'575a�Y95+00
_ — ss — g3+00 r-t��
�SS�
�Ss�� 23•^,,1 b9
J�-
,SIa_-
PROPOSED 15'TEMPORARY
SEDIMENT FENCE
(NP)
CONSTRUCTION EASEMENT
i
'ROPOSED 20' PERMANENT
/
EWER EASEMENT
PSSE
_PSSE \ \
�—f—F—TCE
LA 93+54.88
H-34 (60" DIA)
= 169.90°
TCE �
—577-
RELOCATE EXISTING '
/ FENCE TO PERMANENT
572331.25
1508263.1
a
J
NOTE 3
\
EL: 578.46'
AVD88
NA""'.
/
N 572608.26
E 1507821.52
\
\ 96+00 2] 22 W
B-28
_N59.17
31,80
PSSE
T E PgSE
98,0
STA 96+71.68
\
Nao66o 2j,bv��ss�,\�,�-_ �O 71/
MH-35 (60" DIA)
��
E
a SSE sss_or ' - 99,0, ass, _ O
e9
L = °
C',
N 572493.2493.03
E`
E 1507990.80
vJ
L— — — —
T(\PSSE
\
/ -576- Z 0
TCE h
\
/
/
FEMA 100-YEAR \ \ FLOODWAY �� V Z
FLOOD HAZARD LINE /u
Wetland LL �� �� /�0
W29 - 0.001 acre temporary disturbance (PEM) o
W30- 0.02 acre permanent clearing (PFO)
W31 - 0.02 acre temporary clearing (PFO)
and wife ANNA T, MORRISON
DB: 3749 PG: 329 Legend
I —PIN: 5507-82-2584 /
Temporary disturbance (PEM)
U
O
0
0
a
5' 3' 0" 5' 10,
z
VERTICAL SCALE 1"=5' a
50, 25' 0' 50' 100,
L.
HORIZONTAL SCALE 1"=50'
O
M
13
z
O
M
O
z
100-YEAR FLOOD
>
Q
HAZARD LINE
EXIS
ING GRADE
E
ISTING 12" SE
J
ER
�—
—
/-
—
— —
— —
—
—
— —
— —
EP
COLLAZ
(TYP)
30" DIA, L=366.07',
S=0.20%
30" DIA, L=316.80',
S=0.20%
30" DIA,
L=367.08', S=0.20
%
90+50 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00 97+50 98+00 98+50 99+00 99+50
590
585
580
575
570
565
560
555
100+00
NOTES:
1. SEWER INTERCEPTOR SHALL BE 30" FRPM
SN48 OR ANSI/AW WA C900 PVC DR 25
UNLESS OTHERWISE SHOWN.
2. REFER TO DETAIL C ON SHEET C-503 FOR
TEMPORARY PUMP AROUND FOR STREAM
CROSSING IF REQUIRED.
3. EXISTING 20' PERMANENT SEWER
EASEMENT FROM HICKORY RIDGE ROAD TO
ROBINSON CHURCH ROAD IS OUTSIDE OF
LIMITS OF DISTURBANCE.
4. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 150FT UP THE SEWER
INTERCEPTOR GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND AREA PER DETAIL 8 ON
SHEET C-502.
Temporary clearing (PFO) ■
Permanent clearing (PFO)
Permanent fill (PFO/PEM) i
Stream disturbance
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
�
A
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Uq5
7
oLLHR
n
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cW
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ry W > 0
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r
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< C)
ne"w
wpm
~ U
Y
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DESIGNED: SDA
DETAILED: RLF
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR DOES NOT
MEASURE VTHEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-109
SHEET
13 OF 32

a
U
MH \ FEMA 100-YEAR
RIM: 581.63' \ ERICH LEE FLOOD HAZARD LINE
/ INV IN: 575.84' \ MISENHEIMER /
INV OUT: 575,64, BRIDGE POINTE \ DB: 351 PG: 212 \ \
8" DIP HOMEOWNERS \ ESTATE FILE: 82E4713 / \\
\ ASSOCIATION, INC \ PIN: 5507-72-2536
/ DB: 11732 PG: 1
I 6" AERIAL 55053
MB: 68 PG: 47 \ \
PIN: 7-72-77 \ \ MH 550704_42
H
SEWER \ RIM. 585.81'
MH 550704_44 � \ —' — - — _ . � INV IN A: 572.89' 12" PVC L v,
RIM: 579.04' -EXISTING 30' PERMANENT .. INV IN B: 573.50' 8" PVC \ P
RIP RAP INV IN A: 570.89' 12" PVC SEWER EASEMENT _ MH 550704_41 TOP IN Cl: 579.05' (TOP OF PIPE) GUARDRAIL as
V I RIM: 580.12' INV IN C2: 573.51' DROP
INV IN B1: 575.09' V ( ) -o
O / INV IN B2: 571.89' 8" DIP (DROP) TOP OF \ INV IN: 571.87' INV IN D: 579.01'
INV OUT: 570.79' 12" PVC CREEK BANK \ INV OUT. 571.87' INV OUT: 572.99' 12" PVC
12" PVC NOTE 3
O _ v ;--� — _ _ — _ _ BACK CREEK
BACK CREE EXISTING 12" SEWER
��ss INTERCONN( T-
Z � __ VAULT TYP
---
-29
-
C-505 - ( ) B ACCESS GATE _
PssE
101+pp
—N50°315334"W__ 102+pp
T
ss- _
-- - _
Y`=Y1Y�
C-504 (CC
---- --� �\
—___
�Q�
ss--
—
ZU
PssEPIS,
__, n-r104 B-30 -ss--
30"INTERCEPTOR
ss --- _
-ss
OQ
E _--� �_-
STA 100+37.74 cE
rn PSSE , ____ �105_+pp
�-PssE—�
ss__-
-- -ss-___ss \�
MH-36 DIA) --
--�F�F
rcE—TOE
_106+00
- — - -s
V / /
(60"
L=170.41° �_
-------107+00._�NOTE2
RSSE s
/
1572769.54 150750.9 \
E 1507750.90
\ PROPOSED 20' PERMANENT TCE
-
—PssE PSSE
TCE
�O
CIO
NOTE NOTE 2
�7OX��T
i \ O C>
i \
77
\ SEWER EASEMENT STA 104+49.67 Tce PssE
PROPOSED 15' TEMPORAR MH-37 (60" DIA) TCE r
B SEDIMENT FENCE CONSTRUCTION EASE L = 179.56° ANTI -SEEP B ice/-CE \ �\ \ \
C-503 OUTLET (TYP) N 573031.37 COLLAR (TYP) C-502 / RR SPIKE IN
— — + + E 150743291 i �
/ " POWER POLEs�
I EL 585.55' r \
FLOOD WA BORE LAUNCH PIT �s
\� STA 106+45.00 NAVD88 (15' X 30' APPROX LOCATION) s
MH-38 (60" DIA) N 573287.56 - /' /
Wetland MM L=0.00° E1507111.23
STA 108+71.36
N 573156.70 MH
(60" DIA) /
/ A E 1507283.08 �� L = 123.54' /
W32 - 0.08 acre permanent clearing (PFO) �� �'� ��' 1573301,94 /
A SEDIMENT FENCE E 1507109.45 / D CONSTRUCTION
W33 - 0.02 acre temporary clearing (PFO) IT C-503 (TYP) / / C-502 EN I KANGE(TYP)
MICHAEL A. RUTKO �' / BETH L. HARRIS
DB: 10650 PG:2 / DB: 477 PG: 28
INC. / BETH L HARRIS
PIN: 5507-72-89 3g �' DB: 2448 PG:298 / PIN: 55W-31-1498
MB: 73 59 DB:584 PG: 131 �'— PIN: 5507-73-3460 / CONSTRUCTION
LOT2 PIN: 5507-73-7431 AREA,/ �\ STAGING AND LAYDOWN / /
600
595
590
585
580
575
570
565
560
555
100+00
i
BORE RE
e-PIT (15' X 15'
''_ APPROX LOI
PROP D\
PERMAN
MH-40 (60" DIA)l ACCESS
L = 0.00° 1 EASEMENT
N 573276.01
E 1507022.21 \
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50, 25' 0' 50' 100,
HOR17ONTAL SCALE 1"=50'
NOTES:
1. SEWER INTERCEPTOR SHALL BE 30" FRPM
SN48 OR ANSI/AW WA C900 PVC DR 25
UNLESS OTHERWISE SHOWN.
2. REMOVE AND DISPOSE OF EXISTING GATE.
INSTALL NEW GATE PER DETAIL.
3. EXISTING 20' PERMANENT SEWER
EASEMENT FROM HICKORY RIDGE ROAD TO
ROBINSON CHURCH ROAD IS OUTSIDE OF
LIMITS OF DISTURBANCE.
4. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 150FT UP THE SEWER
INTERCEPTOR GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND AREA PER DETAIL B ON
SHEET C-502.
Wetland NN
W34 - 0.01 acre temporary disturbance (PEM)
W35 - 0.02 acre permanent clearing (PFO)
W36 - 0.01 acre temporary clearing (PFO)
K
K
W
O
>
O
U
°D
U'
co4
N
ai0
U
=
U
r`¢
Z
o�
No 00
j
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chF
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m
^o�N
r�
Or
�2
O __
[Y
+�
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ao��v`Oi0
a°
v�o v`Oi
?p ~O-
op
S.
OF
z
0w
vCOizp
02 zz z�
aiU
Uz
�
�zz
o
'O urizOLD
1 10-YEI
HAZARE
R FLOOD
LINE
L
I 1
F==Ȣ>
I a
1
I v 0I� 1
--
--�
L—
--
�—
----
BORE
I
I 1
RECEIVING PIT 1
I
I 1
EXISTING 12" SEWER
II
II
—
—
— —
ANTI
SEEP
LAUNCH PIT
30" DIA, L=195.33',
S=0.20
%
30DIA, L=226.36',
"
g=0.i
20%
30, D1A, L=9i.W. S=020°L
PIP GERAMIC EPDXY LINED]
F
30"
DIA, L=411.92',
S=0.20%
_
J
81 LF
OF 54" STEEL
I
EN CASEMENT
PIPET
qY DRY
BORE AND JA
K
I
J
Iw
100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50
600
,Legend
Temporary disturbance (PEM)
9 Temporary clearing (PFO) E
Permanent clearing (PFO)
Permanent fill (PFO/PEM)
3 Stream disturbance
580
575
570
565
560
555
110+00
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
A
L
x
m
�
LU
OLLH R
�e
V
2 m 2
�6 p
>mo�
Y
I
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U)
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cw
G
O�0
z�
Q 0- _j
J
Ua�
LLJ�d Jam
S w >o'
uJ� c�zo
U
CO Zo
OmIJJ Jo
Z<Z a�
Q (.) Y cn
r),"w
wpm
~ U
Y
U
Q
m
DESIGNED: SDA
DETAILED: RLF
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THISBAR T
MEASURE VTHEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-110
SHEET
14 OF 32

a
U
. .
O S Q
JOHN A. SIMS and Wife,
20�� O� �� Perennial
('�
Stream G sband,
_
pm l',
GAN
Perennial Stream H
/�/ S 12
- 10 if rip rap stabilization along bank 9s
('Z
S 13
49
53 if
TOP of S 14 - 10 if rip rap stabilization along bank
Intermittent Stream F
- temporary construction corridor
CREEK BANK
S 15 - 33 if temporary construction corridor
S 10 - 10 if rip rap stabilization along bank
INV IN 57.73
I UT: 73.63'
12"Vo
S 11 - 461f tempor traction corridor—
_
- - - EXISTING 20' PERMANENT
BACK CREEK _ __ _
5' 3' 0" 5' 10,
/ _>-a_a
1-I / -
SEWER EASEMENT --
_�____ _ 5)5- ����-r�yll�/
-`y"
_
-,_ mm - __ -- _ ___= _575-
_�_ _= 580 -_-_ � N
VERTICAL SCALE1=5
BACK GREEK
-=564 _�--I--�
_ r
_ ___-
(7 ��-.575------��/_ ____ _________
� __-----__--_-
50' 25' 0' 50' 100'
_
0� ��%- �` - �-
_
580 _�� �- —
`��580- EXISTING 12" SEWER h� \�/\
\���
-----' O�
O W
HORIZONTAL SCALE 1"=50'
�-,
\
w RCP C VERi ,---
�l
�- -- -- ---
W
l—
_ _ _ s
_ -- — -- s ------
ss
NOTES'
_ --
�r ss a ss / -_
-ss--- ss - ss
- s - - - _-116+00-� -
-v -- 0115+00
_ _co
%34117+OOY"1a== �s'�, ss- __ss__ s _,-µ s �W
s7a°S6B0 118+00 3 -� Q
1. SEWER INTERCEPTOR SHALL BE 30' FRPM
� Z --�� 1 s73°zs sa.az wvY•;112+00 �.
7�B-3-----114+00
_.�V � 113+00':Y,r s7a°ia08.0a^w
30 INTERCEPTOR
s0W �'�
— 11g+001 - � � (— W
4z0ss• - (n
S THERWWASHO PVC DR 25
UNLESS OTHERWISE SHOWN.
UNLESS
U Ill . - -
37896 0
Z 1 /— 2s.74
PSSE PSSE IIPSSE
�,. PSS \ / Z
2. ANTI -SEEP COLLARS SHALL BE PLACED AT
(n� \ ` vssE
PS
PSE +----~TCF icE
-\-- TOE
TOE
TCE—'�PSSF / z0
S
THE LOWER SEWER INTERCEPTOR
GRADIENT AT THE WETLAND BOUNDARY
jTl� ---�--'
m D TCE TCE
TOT
STA 1�—�PSSE—Psse
16,67.06 ��t-`-f_ _{ _�
p h—TDE J Q
AND EVERY 15OFT UP THE SEWER
TCE s�9.
(A \
= CD SEDIMENT FENCE
STA 112+88,10 A SEDIMENT FENCE 11
B MH-41 (60" DIA) C-503 (TYP)
TSB MH-42 (60" DIA) / 1 � D
L - 174.61" /
N 573073.80 / I U Z
INTERCEPTOR GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND AREA PER DETAIL B ON
Ill +O
179.77' ��
E 1506347.16 / Q Z
SHEET C-502.
fFl
CD�,
N
' E
573183.21
1506709.98
PROPOSED 10'TEMPORARY
CONSTRUCTION EASEMENT
B ANT -S P
C-502 COLL (TYP)
PROPOSED 30'PERMANENT
NOT 2
SEWER EASEMENT
O
O
\
...
\
� FLOODWAY
Wetland NN
JOHN A. SIMS and Wife,
Wetland PP
W34
- Continues from Sheet 14
EMA100-Y
MARY ELLEN SIMS & ALICE
W40
- 0.12 acre temporary disturbance (PEM)
W35
-Continues from Sheet 14
LOCI "A"
Wetland 00
W41
- 0.24 acre permanent clearing (PFO)
W36
- Continues from Sheet 14
W37 - 0.02 acre temporary disturbance (PEM)
W42
- 0.06 acre temporary clearing (PFO)
W38 - 0.02 acre permanent clearing (PFO)
W39 - 0.005 acre temporary clearing (PFO)
600
595
590
585
580
575
570
565
560
110+00 110+50 111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00 118+50 119+00 119+50
O
0
0
z
O
L,
z
OW,z100-Y
j
�zz�
HA7A
AR FLOOD
DLINE
EXISTING GR
DE
'
EXISTING
12" SEWE
ANTI -SEEP
COLLAR(TYP
30" DIA, L=420.99', S=0.20%
30" DIA,
L=378.96', 5=0.20
30" DIA,
L-325.74', S=0.20
600
595
590
585
580
575
570
565
560
120+00
Legend
Temporary disturbance (PEM)
Temporary clearing (PFO) w
Permanent clearing (PFO)
Permanent fill (PFO/PEM)
Stream disturbance
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
r
Z,
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m
a
LU
CLLHR
o
a
e
m
woo
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} Z
LLJ
r) 0
z0�
a00W
J
U � LL
Z> �d Ja0n
S ry L1..J 0
LL] U Z o
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0
0 m L1J J
ZQZ a�
Q C.) Y cn
ne LL LL]
w0LL]
a L)
Y
U
Q
m
DESIGNED: SDA
DETAILED: RLF
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR DOES NOT
MEASURE VTHEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-111
SHEET
15 OF 32

a
U
JOHN A. SIMS and Wife,
%
MARY ELLEN SIMS &ALICE MH
/ \
S. MORGAN and Husband, RIM: 583.82'
BACK CREEK INV IN: 578.61'
/
MERRILL S. MORGAN \ ..
DB: 5812 PG: 95 / INV IN: 578.47'
MH 550704_45 . / MH 550704_46 / \ 8" DIP / L MH 550704_47
1 DI 507- P8 99 /
RIM: 582.89' INV IN. 576. \ \ / RIM: 585.24'
PIN: 5507-53-8249
INV IN: 575.39' INV IN: 576.2D' / / I \ TOP OF / / INV IN A: 577.09' 12" PVC
1 INV OUT: 575.39' INV OUT: 576.18' / / z- �� y TBM E \ CREEK BANK j 'INV IN B: 578.09' 8" DIP
12" PVC 12" PVC �% RR SPIKE IN TREE \ A / INV OUT: 577.04' 12" PVC
8" AERIAL SEWER
NA584.29' V
AVD88
B ANTI -SEEP_ % iI N572898.32
E 1505362.71 -_583
C-502 COLLAR (TYP)� i /
NOTE 2 _ — _ EXISTING 20' PERMANENT s 5' 3' 0" 5' 10'
BACK CREEK
SEWER EASEMENT -�-� EXISTING 12" SEWER
h
_ — —
VERTICAL SCALE 1'=5
—_
J
S _ S/ � \
---- - — � H RZ NTAL ALE 1 -
- 4 - S__ ss____S 7 O I O SC 50
__ ro 00 °aaaass•w 127+00--F—__--- 12 s \
O "�--_,_ _�-' _ "_ 012' 30"INTERCEPTOR _ +00----- 3 1 �� _ 7 8
55�� �- 40a.J0' \ '
-- - - SE NOTES'
- 55- w SSE—P69E
`J - -- _� ss— ---` a vssnc- 5 TCE �Psse--L s,� 1. SEWER INTERCEPTOR SHALL BE 30" FRPM
- _ s '" 0262"N _ ss T ErcE--�--� SE GO \� UNLESS H WN DR 25
PSSE , ��� SN48 OR ANSI/AWWA C900 PVC
_ "SE a az TOE��7CE s ` U SS S O .
e s \
T srA 12a+sa.z1 /
p0 MH-44 (6 6 DIA) q SEDIMENT FENCE / STA 128+67.51 o X\ 2. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE _ ss fPTOR
B 121* - L=166.01' C-503 (TYH) MH-45(60"DIA) >. �s so�=�, 3 GRADIENT LOWER
T THEWETLAND SEWER EBOUNDARY
�8°36.39 ti Tce N 572913.75\�
z _ — ✓- E 1505566.25 s Q.AND EVERY 15OFT UP THE SEWER
ago 99 E N 1505163.2 \ INTERCEPTOR GRADIENT UNTIL THE UTILITY
s
ro E 1505163.24
PROPOSED 10' TEMPORARY ... — "' — C)� EXITS THE WETLAND AREA PER DETAIL B ON
mU111� SHEET C-502.
r / CONSTRUCTION EASEMENT ... .. \ ' �QjO�
01 STA 120+88. 5 SEDIMENT FENCE B PROPOSED 30' PERMANENT_ - - -
(P N 1 MH-43 (60" DIA) OUTLET (TYP) C-503 SEWER EASEMENT V�JP
= O L = 179.59° / .. FLOODWAY
m }
j(1 E 1505934.46 , / JOHN A. SIMS and Wife, MARY
1 ELLEN SIMS & ALICE S / o
n
600
595
590
585
580
575
570
565
560
120+00
Wetland PP
W40 - Continues from Sheet 15
W41 - Continues from Sheet 15
W42 - Continues from Sheet 15
MORGAN and Husband,
MERRILL S. MORGAN
DB: 5812 PG: 95
DB: 5812 PG: 99
PIN: 5507-53-8249
FEMA 100-YEAR
FLOOD HAZARD LINE
u
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100-Y
HAZAF
AR FLOOD
D LINE
—
EXIS
ING GRADE
— —
—f I
I
II
— —
—
OLLAR (TYP)
30" DIA, L=403.30', S-0.20
%
30" DIA,
L=376.16', S=0.20%
120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+50 128+00 128+50 129+00 129+50
Legend
Temporary disturbance (PEM)
Temporary clearing (PFO) AL
Permanent clearing (PFO)
Permanent fill (PFO/PEM) WF_
Stream disturbance
600
595
590
585
580
575
570
565
560
130+00
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
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DESIGNED: SDA
DETAILED: RLF
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR DOES NOT
MEASURE VTHEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-112
SHEET
16 OF 32

a
U
605
600
595
590
585
580
575
570
JOHN A. SIMS and Wife, WINDSOR FOREST
MARY ELLEN SIMS & ALICE — — PROPERTY OWNERS'
S. MORGAN and Husband, ASSOCIATION, INC. /
MERRILL S. MORGAN DB: 5322 PG: 188
A SEDIMENT FENCE DB: 5812 PC: 95 MH 550703_40 \
n1 C-503 TYP RIM: 586.85' MB: 38 PG: B
DB: 5812 PG: 99 PIN: 5507-43-4235
� — PIN: 5507-53-8249 INV IN: 578.15'
EXISTING 20' PERMANENT TRACT 1
INVOUCT: 578.12' SEWER EASEMENT �� 0
U \ Op
BACK CREEK — _ Perennial Stream I A L11� 580i — TOP OF
CREEK BANK S16 - 10 if rip rap stabilization along bank �, G co
z o if ti y
-x— x � 1311 - 36 temporary construction corridor
ss= x BACKCREFy
s1°a�4a.a7^w ,132+0�.. _ 9 -
_'��_ — A�
as773- ` '— A�3'& .�'�� \ x� �a _ EXISTING 12" SEWER -�
� PssE'
TEE
48"DIAMETER O �
`�j
�
J
/TREE
4
MENT FENCE E1504853.58 rEP PSSF NrFRC 'j� ,,��''�EE''""��1�� "\ j \�� °� \ ,� Ne'�� i TBM 354 \
_ET TYP E?TO 3l �� j_ i "` EL:588.68'
0 / mii
.590 138�00 I �!/ i5, NAVD88
rEF PSSF 2 s yet' _ tp0_ P¢E �� / STA 138+70.43 N 573562.38
MH-49 (60" DIA) E 1504354.51
y r
a PROPOSED 15' TEMPORARY
N 513517.64'1
CONSTRUCTION EASEMENT
PROPOSED 10' TEMPORARY f ��04°1 " 'z E 1504409.378
CONSTRUCTION EASEMENT FLOODWAY PROPOSED 20' PERMANENT
SCE BS ,o �� SEWER EASEMENT
PROPOSED 30'PERMANENT
SEWER EASEMENT B ANTI -SEEP STA 137+27.76 JOHN A. SIMS and Wife, MARY
JOHN A. SIMS and Wife, MARY
ELLEN SIMS & ALICE S.
MORGAN and Husband,
MERRILL S. MORGAN
DB: 5812 PG: 95
DB: 5812 PG: 99
PIN: 5507-53-8249
C-502 COLLAR (TYP)
NOTE 4 STA 136+23.35
MH-47 (60" DIA)
�s
�.
MH-48 (60" DIA)
= 17284'
N 573500.44
/
ELLEN SIMS & ALICE S. \
MORGAN and Husband,
MERRILL S. MORGAN
= 138.37'
�s
E 1504550.98
/
DB: 5812 PG: 95 \
I N 573474,90
A \
1V
DB: 5812 PG: 99
E1504652.21���
`,
PIN:5507-53-8249
1
s
FEMA 100-YEAR \ \
FLOOD HAZARD LINE
Wetland RR I
W43 - 0.06 acre temporary disturbance (PEM)
W44 - 0.01 acre permanent clearing (PFO)
W45 - 0.04 acre temporary clearing (PFO)
ID
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E
ISTING 12" SEWER
NOTE 2
— I __J
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— —
— —
—
— —
— —
— —
—
— —
— —
—
—
— —
— —
— —
— —
— —
— —
—u
J
—
—
—
—
ANTI
-SEEP
NOTE 4
CO
LAR (TYP)
30"
%
S=0.20%
-
DIA, L=104.41', S=0.20
30" DIA, L-142.67',
30" DIA, L-171.25',
S=0.20
30" DIA, L=358.12', S=0.20 %
30" DIA,
L-397.73', S=0.20%
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5' 3' 0" 5' 10,
E
0
z
¢
z
VERTICAL SCALE 1"=5'
50, 25' 0' 50, 100,
EMER
HORIZONTAL SCALE 1" 50'
NOTES:
1. SEWER INTERCEPTOR SHALL BE 30" FRPM
SN46 OR ANSIIAWWA C900 PVC DR 25
r
UNLESS OTHERWISE SHOWN.
2. GRANULAR BACKFILL FROM CROWN OF 30"
o
PIPE TO INVERT OF EXISTING 8" PVC PIPE.
3. CONTRACTOR TO VERIFY FORCE MAIN
ELEVATION.
•••''�,,,
4. ANTI -SEEP COLLARS SHALL BE PLACED AT
����';.p.�
THE LOWER SEWER INTERCEPTOR
_¢?�
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 15OFT UP THE SEWER
n
INTERCEPTOR GRADIENT UNTIL THE UTILITY
`'� :��d
.•
EXITS THE WETLAND AREA PER DETAIL BON
�b�'!' •• •••• �. c
SHEET C-502............
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M
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Legend
Temporary disturbance (PEM)
Temporary clearing (PFO)
Permanent clearing (PFO)
Permanent fill (PFO/PEM)
Stream disturbance
;n
600
595
590
585
580
575
570
565 565
130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50 135+00 135+50 136+00 136+50 137+00 137+50 138+00 138+50 139+00 139+50 140+00
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
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DESIGNED: SDA
DETAILED: RLF
CHECKED: DES
APPROVED: JMO
DATE: JUNE 2020
0 1/2 1
IF THISBAR DOES NOT
MEASURE V THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-113
SHEET
17 OF 32

a
U
j MH 550703 128
I— RIM: 590.12'
I INV IN: 580.52' PVC
1' INV OUT: 580.42' DIP r� �
\eACA-CRF k \
EXISTING 8" SEWER
�7 _ 48xOO
23. �
?,,> Sys"r � • \
II I I STA 147+36.06 } �pSSF
�-740 0
E 1504238.87 I� IIIIIVA C-503 j 1 A fl vv x0� MH-52 (60" DIA) CF O
.�' II vIIAVA / l�lj� \ry1v v� L = 108.1
N 573041.05
1503908.0
v� x
x x x
E 1503908.01
TONE-0—
CK V 5 AOF
CLARENCE C. LITTLE �587-
- V1A1 v �i/i �/ IDS 10297 PG:332
X//j MB 27 PG: 41
\\\�\\� I \ �� i-�%a$yaa. %i/jam oG �OQ-.:..,...°y0 iSo� PIN 5507-33-4060 /
vv FLOODWAY LOT B
PROPOSED 16TEMPOR Y
CONSTRUCTION EASE NT
-sa�� / �\\\I\\\�I\;��\q \�\��•� -�� � " /,•�°10.�/ F, \ PROPOSED 20'PERM ENT
SEWER EASEMENT
i c�?ry s''Iti ��lijlll�l Ii e� ys:
ANTI EEP
Wetland SS
W46- 48: See Sheet 19
FEMA 100-YEAR \
FLOOD HAZARD LINE '
PROPOSED 15'TEMPORARY \
CONSTRUCTION EASEMENT \
PROPOSED 50' PERMANENT \
STA 143+13.08 SEWER EASEMENT \
MH-51 .54 DIA) >: TOWN OF HARRISBURG, \
/ L = 107.54" OFF NORTH CAROLINA \
N 573459.35
E 1503970.81 a�T DB: 11995 PG: 139 A
/ PIN: 5507-34-6087 \
TRACT 2 \
615
610
605
600
595
590
585
580
575
570
140+00
Intermittent Stream K
S21 - 10 if permanent stream crossing
S22 - 10 if rip rap stabilization along bank
/ �5 GPI,���
Q gSG S23 - 771f temporary construction corridor
�'�p6?G�� HARRISBURG ORCHARD PARK
HOMEOWNERS ASSOCIATION, INC.
Perennial Stream J
S18 - 10 If permanent stream crossing
STREAM'
S 19 - 10 if rip rap stabilization along bank S
P) �Q
0 - 201f temporary constructi corridor N�E�',� e
\ j
EXISTING 30' PERMANENT
SEWER EASEMENT
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\
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10
-YEAR FLOOD
\ /
H
ARD LINE
\ \
EXISTING
GRADE
�I
EXISTING
8" SEWER
/
I
�
I
EXISTING 8"
SEWER
30" DIA, L=324.22',
S-0.20%
30" DIA,
FRPM SN72
L=422.98', 5==2.
OR C900 PV
77
30" DIA,
L=271.40', S=0.20
%
FRPM SN72
OR C900 PVC
DR 25
A
TI-SEEP
C
)LEAR (TYP)
140+50 141+00 141+50 142+00 142+50 143+00 143+50 144+00 144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50 149+00 149+50
615
610
605
600
595
590
585
580
575
570
150+00
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50, 25' 0' 50' 100,
EI
HOR17ONTAL SCALE 1"=50'
NOTES:
1. SEWER INTERCEPTOR SHALL BE 30" FRPM
SN48 OR ANSIIAW WA C900 PVC DR 25
UNLESS OTHERWISE SHOWN.
2. 2. REFER TO DETAIL C ON SHEET C-503 FOR
TEMPORARY PUMP AROUND FOR STREAM
CROSSING IF REQUIRED.
3. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 150FT UP THE SEWER
INTERCEPTOR GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND AREA PER DETAIL B ON
SHEET C-502.
Legend
Temporary disturbance (PEM)
Temporary clearing (PFO)
Permanent clearing (PFO)
Permanent fill (PFO/PEM)
Stream disturbance
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
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DESIGNED: SDA
DETAILED: RLF
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR DOES NOT
MEASURE VTHEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-114
SHEET
18 OF 32

a
U
HARRISBURG ORCHARD PARK
/ HOMEOWNERS ASSOCIATION, INC. MH 550703_153 '
50' PIEDMONT / C/O HAWTHORNE MANAGEMENT RIM: 592.00,
NATURAL GAS DB: 4013 PG: 226 INV IN A: 582.00' — — HARRISBURG ORCHARD PARK
RIGHT OF WAY MB: 38 PG: 29 / INV IN B. 582.11' HOMEOWNERS ASSOCIATION, INC.
\ / PIN: 5507.22-8605 INV OUT: 581.70' ' C/O HAWTHORNE MANAGEMENT
TRACT 2 �\ 12" PVC DB: 4013 PG 226
MB: 37 PG: 93
PIN:5507-22-8605
TRACT 1 \
PIEDMONT \ �/ ���i'� \� ��� EXISTING 30' PERMANENT \
SEWER EASEMENT \
TBMF /� NATURAL GAS
f.. RR SPIKE IN TREE / .Fj TRANSMISSION MAINS - ��\\��� TOP OF '
�— — — — — FL:590.54' CREEK BANK
AV 38
N 57282Z71 EXISTING 8" SEWER
MH 550703 162
RIM: 592.04' E 1513432,46
-'75516
INV OCT: 580.29' <��� �`- A 5 s C G����� — _ MIT 550703_154
8" PVC eo lzm.a���� RIM. 595.77'
INV IN: 584.7T
/ r i 53x00, \� INV OUT: 584.57' _ 1
Tl�f4i� J.� z Z�G eye '�•I STA 154+33.31 ss \� S"PVC 0
0 r i i _sse A
MH-54 (60 DIA)
L=133.28° �s� - -a,. x �9T� ���J;��O n
N 572789.11
0 iiiC- y �y2' e
Z ii -k sv E 1503272.10—
iii
PROPOSED 20' PERMANENT � ----
=
Zn ,�yoo 5� —SEWER EASEMENT _ _OF _asSs"o. •y,�ss�'/� �l 5
C PROPOSED 15' TEMPORARY -� oa 75g�6 ass r D(
r '
ANTI -SEEP B 0 --- ss Z-
` / CONSTRUCTION EASEMENT 'p�
= Z B- - / LLAR TYP C-502 r SSF � ass-- M 0
0111 =� a _ _ ssE �cE NOTE3 FLOODWAY _. '-?��� -_-- cE _ - B' 159+OOM s�eso'lo sz"w-
SEDIMENT FENCE A
(TYP) C-503 \ STA 158+58.31 a %�ssf Psse PSS m
�T MH-55 (60" DIA) 4� _��
U) 150+60.29 55 L 5 2896." � Tce7 c
M I --\ ^-1 \ N5728,15' �_' TCe fff5 /x O=
= O �g9 H- "DIA) Wetland SS 4' / E 1502860.98 / — /` + m
m o I N 572966.97 W46 - 0.27 acre temporary disturbance (PEM) �. — — — \
C) E 1503588.32
--I
W47 - 0.22 acre permanent clearing (PFO) — — — —
W48 - 0.20 acre temporary clearing (PFO)
CVIS PROPERTIES, LP SIMON DIESEL, LLC
CLARENCE C. LITTLE / CLARENCE C. LITTLE \ DB: 10167 PG 148 DB: 6609 PG: 130
DB: 10297 PG: 332 / DB: 10297 PG: 332 MB: 27 PG: 41 \ MB: 27 PG: 41
MB 27 PG: 41 / MB 27 PG: 41 \ MB: 70 PG: 97 MB: 70 PG: 97
I PIN: 5507-33-4060 / PIN: 5507-33-4060 PIN: 5507-33-4060 PIN: 5507-23-6065
LOT 8 i LOT 8 \ TRACT B \ TRACT A
610
605
600
595
590
585
580
575
570
150+00
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=�»aw,
100-YEAR FLO
D
HAZARD LINE
II
'
EXISTING GRADE—
II
_ —
— —
II
I
IE
XISTING 8" SEWER
I I
NOTE
2
J
—
-
---
--
— —
— —
--
30" DIA, L=425.00',
S=0.20
30" DIA, L=373.03',
S=0.20
ANTI -SE
EP
u)
0
N
ID
COLLA
(TYP)
K
�
K
Z
Z
W
N
150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50 156+00 156+50 157+00 157+50 158+00 158+50 159+00 159+50
610
605
600
595
590
585
580
575
570
160+00
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50, 25' 0' 50' 100,
HOR17ONTAL SCALE 1"=50'
NOTES:
1. SEWER INTERCEPTOR SHALL BE 30 FRPM
SN48 OR ANSI/AW WA C900 PVC DR 25
UNLESS OTHERWISE SHOWN
2. GRANULAR BACKFILL FROM CROWN OF 30"
PIPE TO INVERT OF EXISTING 8" PVC PIPE.
3. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 15OFT UP THE SEWER
INTERCEPTOR GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND AREA PER DETAIL B ON
SHEET C-502.
Legend
Temporary disturbance (PEM) __M
Temporary clearing (PFO)
Permanent clearing (PFO)
Permanent fill (PFO/PEM)
Stream disturbance
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
a ry
A
L
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DESIGNED: SDA
DETAILED: RLF
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR
� NOT
MEASURE VTHEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-115
SHEET
19 OF 32

a
U
Perennial Stream L
7 RRISBURG ORCHARD PARK I
S24 - 10 if permanent stream crossin EOWNERS ASSOCIATION, INC. HARRISBURG ORCHARD PARK
HOMEOWNERS ASSOCIATION, INC.
+,, 7 _ HAVVTHORNE MANAGE MH 550703 51
S25 - 10 if rip rap stabilization along bank DB 4013 PG 226 �7�7 DB 1 50 PG 821 RIM: 597.57'
Y Y PIN: 5507-22-8605 etland lJ lJ PIN: 5507-12-7821 INV IN: 588.52'
MB: -- PG: - MB: 23 PG: 89 INV OUT: 588.42'
S26 - 10 if temporary construction corridor W50 - 0.02 acre temporary disturbance (PEM) 8" PVC
lC) PERMANENT STREAM A ANTI -SEEP B B SEDIMENT FENCE
CROSSING (TYP) 711�_��/20TE
OLLAR (TYP) C-502 — _ C-503 OUTLET (TYP)
NOTE23 BANK CLEANOUT FORSEWER EASEMENTINV IN: 586.1T �
INV OUT: 585.97' / PRIVATE CONNECTION MH 55070350--------- --8"PVC.S90
_ _TINV IN: T187.14' EXISTING INV OUT: 586.95'"SEWER 8„PVC �co
LLB - ` u
_ C�ACK CR -'T.- -
(Q EROSIO CON D Or J11// I �� �s �69'p0� p s,-- Q W
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--_ ____
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A 1686+00" 1D.8IA0 )ci
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CLEANOUT FOR e\ m \_ ' �64s _ �S�ss oApF \N�.-/ ��
O / PRIVATE CONNECTION STA 162+83.31 Op i1 SA53i g0 SSE SCE ( )
"ems _ �s _ ss % g6g SEDIMENT FENCE A
MH-56 (60" DIA) s' ��rp - Sf --_ es' 0 2 I NORWOOD G. ANDERSON and
W I a I �S `� \� e, � 's.� rs-,w ,�65 G ' TYP C-503 I wife DB 49 4 G 298 ON I LL
L = 169.40°
v a*: sezer �_ �� � _
N572814.58 ,���� �eo•__' __ I DB: 4934 PG: 298
SIMON DIESEL, LLC I - SE, - E = I E 1502444.02 TEE °SSF PS �C - FEMA 100-YEAR PIN: 5507-12-7821
DB6609 PG
:130 j i -
MB: 27 PG: 41
PROPOSED 15' TEMPORARY 1 Wetland V V
MB: 70 PG: 97 CONSTRUCTION EASEMENT
PIN: 5507-23-6065 CLEANOUT FOR I STA 164+7g,11
20' PERMANENT PRIVATE CONNECTION I MH-57 (60" DIA) W5 1 - 0. 11 acre temporary disturbance (PEM)
Wetland TT EMENT L = 136.09°
E IN572612.6.254 W52 - 0.04 acre permanent clearing (PFO)
1502249
W49 - 0.06 acre temporary disturbance (PEM) I
I
I BONTRA REAL ESTATE LOT 13
HOLDINGS, LLC I I I
DB: 13050 PG: 145 I COLINAINDEPENDENT II
20' DRAINAGE I PIN : 5507-22-2957 AUAUTOMOBILE DI EASEMENT MB: 27 PG: 40 I SOCIAN, INC.
NCNC I
LOT 11 5 PI
I PIN: 5507-22-0955 I
I MB:L7 P2: 40 I I
i 1
615
610
605
600
595
ssa
585
580
575
570
160+00 160+50 161+00 161+50 162+00 162+50 163+00 163+50 164+00 164+50 165+00 165+50 166+00 166+50 167+00 167+50 168+00
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30"
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5=0.50%
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S=0.20
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COLLAR (
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NOTES:
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SN46 OR ANSIIAWWA C900 PVC DR 25
r
UNLESS OTHERWISE SHOWN
2. REFER TO DETAIL CON SHEET C-503 FOR
o
TEMPORARY PUMP AROUND FOR STREAM
CROSSING IF REQUIRED.
3. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
d��aP•• •�"" ••,•+���
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 15OFT UP THE SEWER
INTERCEPTOR GRADIENT UNTIL THE UTILITY
=� N
EXITS THE WETLAND AREA PER DETAIL B ON
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Temporary clearing (PFO) M
Permanent clearing (PFO)
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610
605
600
595
590
585
580
575
570
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DESIGNED: SDA
DETAILED: RLF
CHECKED: DES
APPROVED: JMO
DATE: JUNE 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE V THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-116
SHEET
20 OF 32

a
U
HARRISBURG ORCHARD PARK
HOMEOWNERS ASSOCIATION, INC.
D8: 1488 PG: 136
Perennial Stream M
S27 - 10 if permanent stream crossing
S28 - 10 if rip rap stabilization along bank
S29 - 30 If temporary construction corridor
.- "I / INV OUT. 589.71' INV IN A: 592.75' 8" PVC
A1k 1 8" PVC INV IN B: 592.70' 8" DIP
V ' j;l�� 11 1 INV OUT: 59265' 8" PVC
EXISTING 20' PERMANENT
LLl p �1�1J 1 PERMANENT STREAM A SEWER EASEMENT
I
TOWN OF HARRISBURG
DB: 2872 PG: 36
PIN: 5507-12-3007
Wetland WW
W53 - 0.05 acre temporary disturbance (PEM)
8" PVC / 8" PVC
EXISTING WER y00
t a �L CROSSING (TYP) C-504 /-- D
i
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`-'__ss� _ ss __ss�r sue: _ - - _ 178+00 s`e1°1sol Ta w- _ Z
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F- Z 00 f--172+00 s31sn.T1 w 607, - IT1
INTE CEPTOR 122se' �- —
\ 30241' — / =� i — — PSSE PSSE' _ —PSSE PSSE � PSSE D jTI
Is � O( /J — � �� — — PSSE PssEii i � — —PSSE / � i _ u)
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NOTE 4 \ \ CONSTRUCTION EASEMENT SEDIMENT FENCE A MH-61 DIA)
As STA 171+41.90 TYP C-503 N 5 2249. .76 °
v -/ 1501204.2
O MH-59 (6055
' DIA) STA 174+gq.31 r 1
PROPOSED E PERMANENT �� s12- E 1501204.23 cF 00
LL ' \ L - 169'48" SEWER EASEMENT MH-17 (76 DIA)
N 572493.68 L = 179.76 i
CONSTRUCTION i
E 1501690.92 N 572357,59
1501420.8
� z N \ � E 1501420.87 AREA
AND LAYDOWN /
Wetland VV FLOOFMA HAZARD
7' FLOOD HAZARD LINE � �P� I
W51 - Continues from Sheet 20 6.92' e
596.66' *o�� Or
JOHN P. SCHOENEMAN and ,P W52 - Continues from Sheet 20 °Y
' � GP�
wife, LORI S. SCHOENEMAN
DB: 2364 PG: 269
DB: 2547 PG: 160 �j�6oF
' O LOT 15 PIN: 5507-12-2565 i
620
615
610
605
600
595
590
585
580
575
170+00
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NOTE
2
NOTE
2
30" DIA,
L-242.08', S=0.50°/
30" DIA, L=302.41',
S=0.50 %
30"
DIA, L=340.09',
5=0.50
ANTI -SE
P
COLLA
(TYP)
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620
615
610
605
600
595
590
585
580
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50, 25' 0' 50' 100,
HOR17ONTAL SCALE 1"=50'
NOTES'
1. SEWER INTERCEPTOR SHALL BE 30' FRPM
SN48 OR ANSIIAW WA C900 PVC DR 25
UNLESS OTHERWISE SHOWN.
2. GRANULAR BACKFILL FROM CROWN OF 30"
PIPE TO INVERT OF EXISTING 8" PVC PIPE.
3. REFER TO DETAIL C ON SHEET C-503 FOR
TEMPORARY PUMP AROUND FOR STREAM
CROSSING IF REQUIRED.
4. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 15OFT UP THE SEWER
INTERCEPTOR GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND AREA PER DETAIL B ON
SHEET C-502.
Legend
Temporary disturbance (PEM)
Temporary clearing (PFO) 1
Permanent clearing (PFO)
Permanent fill (PFO/PEM) 1
Stream disturbance
575
178+50 179+00 179+50 180+00
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
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DETAILED: RLF
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR
� NOT
MEASURE VTHEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-117
SHEET
21 OF 32

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distur
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L = 145.73°
�� � 111
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IV III
III
E 1500848.46
B ANTI -SEEP
G 02 COLLAR (TYP)
-
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205 40'
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7-)7
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INV : 60 ,85'
I I NV OUT: 601,65
I I I CONSTRUCTION
H / STAGING AND
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LAYDOWN AREA
625
620
615
610
605
MG
545
599
585
580
180+00 180+50 181+00 181+50 182+00 182+50 183+00 183+50 184+00 184+50 185+00 185+50 186+00 186+50 187+00 187+50 188+00
CONSTRUCTION / D
L
Wetland YY7P W55 - 0.01 afire permanent clearing (PFO)
FLOODWAY W56 - 0.03 acre temporary clearing (PFO)
\ \
STA 183+54.16 STA 185+89.77
MH-64 (60'. DIA) MH-65 (60" DIA) BANK STABILIZATION E
L = 135.00' L = 177.18' PROPOSED 15' TEMPORARY (TYP)
N 572040.52 FEMA 100-YEAR N 572075.62 CONSTRUCTION EASEMENT
- FLOOD HAZARD LINE E 1500365.51 PROPOSED 30' PERMANENT PROVIDE BANK
21° RCP E 1500598.50 MHA66 (60' DIA)
NV OOi: 600.�6'
21" RCP W R EASEMENT 189+34.40
STABILIZATION i 66 (60"
nv ou*: 600T' IF AREA DISTURBED N 572143.68 L TIE TCE ■ ■ t TDE ■ ■ F E �+_ ICE 42• RCP IN cac REnowau E 1500027.67
----- _TCE NV Wi: 60i.i9'
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605-
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-- --
PSSF STA 182+97.59 / �- -- _____a - " -- '- _
MH-63 (60" DIA)138.05,
N 572074.11
E 1500644.01 SEDIMENT FENCE
OUTLET (TYP) C-503 MH 550713_5 ° \'
MH RIM: 610.30' EXIST' NO 20' PERMANENT
RIM: 609.31' INV IN: 601.42' SEWER EASEMENT RIM: 611.29' �N
INV IN: 601.11' INV OUT: 601.29' INV IN: 603.90' GO
INV OUT: 60,.11. 8" PVC INV OUT: 603.69'
10" PVC A SEDIMENT FENCE 8" PVC
\ BORE RECEIVING PIT EXISTING 8" SEWER C-503 TYP �O
(15' X 15' APPROX LOCATION)
ce "1
iN N: 6...
NV OUT. 60i.82'
la' RCP
CB EAST
NV ISON
T: CCES—E
BORE LAUNCH PIT
(15' X 30' APPROX LOCATION)
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BSL CALDWELL (NC) LLC
DB: 2584 PG: 174
PIN: 4597-92-7774
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HORIZONTAL SCALE 1-50'
NOTES:
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SN46 OR ANSIIAWWA C900 PVC DR 25
UNLESS OTHERWISE SHOWN.
2. GRANULAR BACKFILL FROM CROWN OF 30"
o
PIPE TO INVERT OF EXISTING 8" PVC PIPE.
3. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
•"� '� ,,
GRADIENT AT THE WETLAND BOUNDARY
`p ' ••• ••~�
AND EVERY 15OFT UP THE SEWER
'o i O�`
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EXITS THE WETLAND AREA PER DETAIL B ON
=� N
SHEET C-502.
Legend
Temporary disturbance (PEM)
Temporary clearing (PFO)
Permanent clearing (PFO)
Permanent fill (PFO/PEM) f
Stream disturbance
C
CL
E
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7'
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615
610
605
600
595
590
585
580
188+50 189+00 189+50 190+00
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
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DESIGNED: SSDDA
DETAILED: RLF
CHECKED: DES
APPROVED: JMO
DATE: JUNE 2020
0 1/2 1
IF THISBAR DOES NOT
MEASURE V THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-118
SHEET
22 OF 32

a
U
H PERMA
O CSO4 CROSS
�J NOTE 3
n B ANTI -SEEP
C-502 COLLAR(TYP)
NOTE 2
Om�'� ��zo
568"16 33 59 W
Z 422.56'
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DB:3991 PG: 25
Wetland 1BB
IW61 - 0.08 acre permanent clearing (PFO)
FL
L = 66.94'
.�� NS 188.27 A A A
NT STREAM / 498846.26 \ \
(TYP)
PROPOSED 50' PERMANENT \
11 SEWER EASEMENT +—\\ \ 6vr•
,SSE ' PSSEr—rTPS,
-iPSSE _
202+00 203+00 — VAA\VAV.
1 �PSSE=
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C-503 OUTLET TYP U C7 \ \
STA 205+29.24 \ m ' STA 207+25.31
MH-72 (60" DIA) \ Q' w \ MH-73 (60" DIA)
L - 151.38, m L = 169.63'
N 572103.77 N 572082.73 SEDIMENT FENCE A
E 1498724.60 \ ` \ \ g E 1498529.67 (TYP) C-503
/ \ 1 PROPOSED 5U PERMANENT
\60 eACkC \ TOP OF SEWER EASEMENT
4PSSE / B- RFFk CREEK BANK /
206 P7'—E \
3_5PSSS
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- i else os as W_~207+o0 60
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L (15'X15'APPROX LOCATION)
W62 - 0.01 acre permanent clearing (PFO)
z
Perennial Stream O _V L BSL CALDWELL R 6 A!
DB: 3991 PG: 25 INV IN. 62-5. (Ie
S32 - 10 if permanent stream crossing PIN:4597-92-2247 INV OUT, 62-0 Ra
(2.. R�
S33 - 10 if rip rap stabilization along bank NW SOUTHEAST HOLDINGS LLC
DB: 9824 PG: 309
PIN: 4597-82-5774
S34 - 201f temporary construction corridor TRACT IV
640
635
630
625
620
615
610
605
600
595
590
200+00
-2247
\
1
1
1
1
\
5' 3' 0" 5' 10,
VERTICAL SCALE V" 5'
50, 25' 0' 50' 100,
HOR17ONTAL SCALE I'=50'
NOTES:
1. SEWER INTERCEPTOR SHALL BE 30" FRPM
SN48 OR ANSI/AW WA C900 PVC DR 25
UNLESS OTHERWISE SHOWN.
2. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 15OFT UP THE SEWER
INTERCEPTOR GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND AREA PER DETAIL B ON
SHEET C-502.
3. REFER TO DETAIL C ON SHEET C-503 FOR
TEMPORARY PUMP AROUND FOR STREAM
CROSSING IF REQUIRED.
36" OAK TREE
NW SOUTHEAST HOLDINGS
DB:26997 PG:230
PIN:051-141-08
�
Legend
���°
\ \ TRACT: V
V
Temporary disturbance (PEM)
\
Temporary
NWSOUTHEASTHOLDINGS L C\ \
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clearing (PFO)
\ qs�
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DB: 26997 PG: 230 \ \
PIN :051-1IV
TRACT: IV \ \
Permanent clearing (PFO)
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\
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630
625
620
615
610
605
600
595
266+09 FINAL DRAWING - FOR REVIEW PURPOSES ONLY
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�o�
a
CIS
U
MQ
DESIGNED: DA
DETAILED: RLF
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR DOES NOT
MEASURE VTHEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-120
SHEET
24 OF 32

a
U
635
630
625
620
615
610
605
600
/ _ \
' FLOOD WAY NW SOUTHEAST HOLDINGS LLC \ \ Wetland 1DD �, / �
DB: 051 PG: 230 \ a
FEMA 100-YEAR PIN: 051-141-08 \ �i 76'2 - 0.06 teYnp�Y.,C�.ry Ul.S,tuY.l._,C�.nCie (PL'T iT) /\/\\ \\ /
\ TRACT: V ` \ TOP OF VV J U EM
FLOOD HAZARD LINE \ CREEK BAN
i R R W64 - 0.02 acre permanent fill (PEM) \ EXISTING 12"SEWER
\ / A SEDIMENT FENCE uE AL ¢E FLU.
I YFJ STA 214+80.23 INV
STA 211+50.31 MH-75 (60" DIA) `
L = 163.88" L = 161.46" � Hp
N 572228.60
N 572113.94
B SEDIMENT FENCE E 1498105.82 E 1497796.46
C-503 OUTLET (TYP) -- - 18nrPc �a*Ess ss' A
A
-------_PGSE.-- --- - �--F_SyE� � �� �ASSE
/ / i
213+00
--212-00 N69'395097W - N51°UJ
O 7/ INTERCEPTOR
A/ 9sa -
'�A 11+0� - - -- O PSsE�� c_
_ / /2 PSSET - B ANTI -SEEP 1
_PSSePsse / C-502 COLLAR(TYP), NOTE3
7 </ Ne5 4n2 uo - _ A STA 216+3�82
O m _ 5 p553 PROPOSED 50' PERMANENT C-502 ETERING MH-76 (60" DIA) /x W
SEWER EASEMENT / �� /jam- N572325.61
'L in ---- ______- /�� ///� ��1497676.11, ,� BACK CREE
-
PUMP STAT
__ _-__ ' / ----_G c� / ABANDON EXISTING�� _ - ARSTA21 9.32
_ _ i 24" SEWER �� � STA 216+59.32 �J(\
I -Pt - i MH-77 (60" DIA) 1SAT
145
OF
NW SOUTHEAST HOLDINGS LLC i I N 572340.99
DB: 26997 PG 230 E 1497657.03 JJV JII
PIN: 051-141-08 i ; (\V >A
TRACT: V \
1
03
i
INV OUT: 63h851
D CONSTRUCTION ie- R
C12
-502 ENTRANCE RI
4 NOTE 4 u: s2aaD*
N: Bi9.
\ D DRIVEWAY APRON IN DUi: Bi9.30'
NW SOUTHEAST HOLDINGS LLC C-504 (TYP)
DB.26997 PG: 230
\ PIN: 05 TRACT:
19
TRACT: IV
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EXISTING
GRADE
100-YEAR ILOOD
HAZARD LI
IF
ia
ANTI -SEEP
COLLAR(TY
)
30" DIA,
L=329.93', 5=0.20
%
30" DIA, L=154.59',
S=0.20%
30" DIA,
L=425.00', S=).20
0', S4.20%
30" DIA, L=24.
30" DIA,
L=18.00', S=o.
0
595
210+00
210+50 211+00 211+50 212+00 212+50 213+00 213+50 214+00 214+50 215+00 215+50 216+00 216+50
635 635
630 630
625 625
620 620
615 615
610 610
605 605
600 600
595
217+00
595
-0+40 0+00 0+50
E 149 658.96
MH 57810
�
/-�
A
RIM: 619.56
INV IN: 605.41
CONNECT EXISTING 24" SEWER
INV OUT: 605.31
TO PROPOSED MANHOLE
_
24" PIPE
�/'-NEW24"SEWER' MH-78 60" CIA
N 572328.26
",E 1497621.72
,-
NEW 24 SEWER
q C'.
MH 472285
RIM. 618.71'
INV IN: 603.90'
INV OUT: 603.86'
24' PIPE
1° m -620- GRAVEL DRIVE E
N
MH 42116
RIM: 621.27'
_ INV IN A: 604.22'
INV IN B: 603.77'
IN OUT: 603.35'
A, 24" PIPE
Pam= STA 216+752 C
,' I DIVERSION STRUCTURE (7'x7') C-50!
34 r N 572358.28
E 1497652.0
\ q iN.11 2) RCP IN C ,2 RERDWPLL
V (WEST). 8�8.25'
\ Di
U N: ­.Oi'
NV OUT. 620.01'
\ J
MECKLENBURG COUNTY
DB:31139 PG:772
PIN: 051-141-17
635
630
625
=AR
D
RD
620
615
610
605
600
595
1+00 1+30
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50, 25' 0' 50' 100,
HORIZONTAL SCALE I'=50'
NOTES:
1. SEWER INTERCEPTOR SHALL BE 30" FRPM
SN48 OR ANSIIAW WA C900 PVC DR 25
UNLESS OTHERWISE SHOWN.
2. EXISTING 24" SEWER DIAMETER AND
LOCATION IS FROM GIS. CONTRACTOR
SHALL FIELD VERIFY LOCATION, DIAMETER
AND INVERTS PRIOR TO PERFORMING ANY
WORK.
3. ANTI -SEEP COLLARS SHALL BE PLACED AT
THE LOWER SEWER INTERCEPTOR
GRADIENT AT THE WETLAND BOUNDARY
AND EVERY 15OFT UP THE SEWER
INTERCEPTOR GRADIENT UNTIL THE UTILITY
EXITS THE WETLAND AREA PER DETAIL B ON
SHEET C-502.
4. UPON COMPLETION OF WORK,
CONTRACTOR SHALL INSTALL DRIVEWAY
APRON AND GRAVEL DRIVE AS INDICATED.
BYPASS PUMPING NOTES:
1. PROVIDE BYPASS PUMPING PLAN FOR
APPROVAL BY ENGINEER.
2. RECOMMENDED BYPASS INSTALLATION FOR
MH-77 IS FROM MH 42117 TO MIA 57806_
3. PUMP SYSTEMS SHALL BE CAPABLE aF 1,1
MGD WITH A BACKUP PUMP ON SITE. WORK
SHALL BE DONE DURING DRY WEATHER
EVENTS.
4. DEMONSTRATE BYPASS SYSTEM PRIOR TO
INTERRUPTION OF NORMAL SEWER
OPERATION.
5. NEW SEWER SHALL BE TESTED AND
ACCEPTED PRIOR TO UTILIZING NEW SEWER
FOR BYPASS PUMP OPERATIONS
Legend
Temporary disturbance (PEM)
Temporary clearing (PFO)
Permanent clearing (PFO)
Permanent fill (PFO/PEM)
Stream disturbance
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
; , _ _
.................
A
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DESIGNED: SDA
DETAILED: FILE
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR DOES NOT
MEASURE VTHEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-121
SHEET
25 OF 32

m
STAR
2 PL.
BOLTS ON MH FRAME. PROVIDE BOLTDOWN
COVER(S)
QPLACE MASTIC
BETWEEN GRADE
RINGS
VARIES
10" MIN- GRADE RINGS VARIES
12" MAX AS REQUIRED (0" MIN-
) 1T MAX)
MH STEPS
MH STEPS
15'. O.C. (TYP)
15" O.C. (TYP)
FLAT SLAB UPPER SECTION
ALLOWED ONLY WHERE DEPTHS WILL
MH STEPS
NOT PERMIT CONE SECTIONS
15" O.C. (TYP) J
ISITION SLAB
NOTES:
1. MANHOLE RISERS AND CONE SECTIONS SHALL
CONFORM TO ASTM C-478, LATEST REVISION.
2. TRANSITION RINGS SHALL HAVE A MINIMUM
CLEARANCE OF 2'-0" ABOVE THE EFFLUENT
OVERT ELEVATION.
3. A DROP MANHOLE SHALL BE REQUIRED WHEN
DIM. "A" EXCEEDS 24" EXCEPT WHEN THE
INLET PIPE INVERT LIES WITHIN THE LOWER
HALF OF THE OUTLET PIPE. SEE FIGURE S2.0
FOR STANDARD MANHOLE.
4. FLEXIBLE WATERTIGHT, SYNTHETIC RUBBER
SLEEVES, WITH STAINLESS STEEL CLAMP; DRAW
BOLT AND NUT CONNECTION SHALL BE
FVRN ISHED FOR EACH PIPE TO MANHOLE 1Q
CONNECTION.
5. SEE SPECIFICATIONS FOR MANHOLE DIAMETER.
6. MAXIMUM HEIGHT OF GRADE ADJUSTMENT RINGS
SHALL NOT EXCEED 12".
WSACC STANDARD PRECAST
1 ,5 2a oLc ML WATER AND SEWER AUTHORITY CONCRETE MANHOLE
DATE BY CHKD OF CABARRUS COUNTY
FILE NAME: S5.0 DATE:_
STANDARD PRECAST CONCRETE MANHOLE
NO SCALE
FRAME HEIGHT
COVER THICKNESS 1 1
EPDM SEI
MOUNTING FOR FLOW
MONITORING AND LEA
DETECTION DEVICES
IT CENTERLINE
3/16"
COMPOSITE MANHOLE FRAME AND COVER
NO SCALE
SECTION A -A
NOTES:
VENT PIPE SHALL BE IN ACCORDANCE
WITH SPECIFICATION SECTION 02605.
2. VENT OPENING TO POINT DOWNSTREAM
3. TWO 3" X 3/8" STEEL STRAPS, AND
5/8" X 4" EXPANSION ANCHOR BOLTS
SHALL BE USED TO SECURELY ANCHOR
VENT.
4. THE FOLLOWING TABLE SHALL BE USED
TO DETERMINE THE LENGTH OF THE
STRAPPED LEG:
HEIGHT OF
LENGTH OF
VENT PIPE
STRAPPED LEG
UP TO 6.00'
3.00'
6.01' TO 8.00'
4.00'
8.01' TO 10.00'
5.00'
10.01' TO 12.00'
6.00'
OVER 12.01'
7.00'
STANDARD VENT
a 15 z oLc ML FOR PRECAST
REVISION WATER AND SEWER AUTHORITY CONCRETE MANHOLE
DATE BY CHKD OF CABARRUS COUNTY
N0. FILE NAME: 53.0 DATE: 8/06
STANDARD VENT FOR PRECAST CONCRETE MANHOLE
NO SCALE
SUBGRADE
SHOULDE
PAVEMENT
S' BEYOND
C/L DITCH
TOE OF SLOPE
I
SHOULDER -I-III-I
_
-I
• •-
_ 3' 0" MIN.
III -III -III -I
i-III-III IIi
END WALL
5'-0" MIN.
CARRIER PIPE
SLOPE
Z
STEEL PIPE CASINfd30'• THICKNESS AS NOTEDCLEAR
/2 CU. YD. GRAVEL
ON PROFILES
8"
CASING
F
OPENING
INSULATOR e
8•, D 8,•
ING�1
PIPE
8„
TYPICAL PIPE CROSSING
CARRIER
PIPE
D
8„
COMMON BRICK
MORTAR: I PART PORTLAND CEMENT
WEEPHOLES
2PARTS SAND
NOTE 2
FNin 1A/AI I CF('TInN
NOTES
1. SEE DRAWINGS FOR LOCATION, AND LENGTH OF STEEL PIPE CASINGS.
2. INSTALL TWO (2) 1" DRAINS EACH SIDE OF CARRIER PIPE IN DOWNHILL END WALL.
3. SEE CASING INSULATOR DETAIL FOR ADDITIONAL DETAIL.
4. CASING PIPE TO BE GROUTED PER SPECIFICATIONS AFTER INSTALLATION OF CARRIER PIPE.
ENCASEMENT PIPE UNDER HIGHWAYS
NO SCALE
R=1/2 O.D.
PIPE BARREL
CORE HOLE FOR
INFLUENT DIP WITH
CORING MACHINE AND
INSTALL FLEXIBLE
RUBBER COUPLING.
(SEE NOTE /5)
1/4" X 2"
STAINLESS STEEL
STRAP WITH 2
ANCHOR BOLTS
LSE SECTION B-B
'.CTION 4" MIN
CLEAR FROM
ELEVATION JOINT (ABOVE
OR BELOW)
OUTSIDE DROP
CUT i0
DIP FOR 20 FEET FIT i
OUTSIDE MANHOLE
3r4" PIPE
0 AMETER
4. -
1/2 PIPE I.D.
ODIP
DROP PIPE MOUNTED WITH
STAINLESS STEEL STRAPS AND
ANCHOR BOLTS AT 24" CENTERS
STONE BACKFILL
1/4 H 2
STAINLESS STEEL
STRAP WITH 2
ANCHOR BOLTS-
DETAL
SECTION A-
l.
PIPE FOR INSIDE DROP SHALL BE 35 PVC CONFORMING TO ASTM SPECIFICATION D3034.
2. BOTTOM BEND i0 BE 9V SHORT BEND, BELLSPIGOT, OF SDR 35 PVC. SPIGOT OF BEND TO
REST DIRECTLY ON EXISTING SHELF. CONSTRUCT MASONRY TROUGH FROM DROP EFFLUENT TO
MAIN CHANNEL.
3. NOTCH BELL OF PVC DROP i0 ACCEPT DIP SPIGOT AS SHOWN.
C LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 9V BEND AS SHOWN. ADD EXTRA
STRAPS AS NECESSARY i0 MAINTAIN MAXIMUM SPACING OF TEN FEET.
5. HOLE IN MANHOLE WALL i0 BE MADE WITH A CORING MACHINE. INSTALL FLEXIBLE RUBBER
COUPLING.
6 CORE HOLE SHALL NOT ENTER CONE SECTION.
1. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
e. A DROP MANHOLE SHALL BE REQUIRED WHEN DIN. A' EXCEEDS 24' EXCEPT WHEN THE
INLET PIPE INVERT LIES WITHIN THE LOWER HALF OF THE OUTLET PIPE. SEE FIGURE 42.0 FOR
STANDARD MANHOLE.
DIP
WSACC MANHO LE DETAILREVISION WATER AND SEWER AUTHORITY
DATE BY
CHKD OF CABARRUS COUNTY
N0. FILE NAME: 54.0 DATE: 8/06
' DETAIL FOR MANHOLES AT INTERCONNECT VAULTS - MH-14, MH-31, MH-38
c STANDARD DROP MANHOLE DETAIL
NO SCALE
SIDE VIEW
NOTES
I CAS•"'^ „�„�
E
A�
1. CARRIER PIPE SHALL BE RESTRAINED PUSH -ON JOINT DIP.
PROVIDE TWO CASING INSULATORS PER JOINT OF
CARRIER PIPE.
2. ADJUST HEIGHT OF SPIDERS AS REQUIRED TO MAINTAIN
SPECIFIED SLOPE.
3. CASING PIPE NOT SHOWN.
CARF
PIPE
SECTION A
MINIMUM CASING PIPE SCHEDULE
CARRIER PIPE
DIAMETER
CASING PIPE
DIAMETER
CASING PIPE
MIN. THICKNESS
30"
54"
0.500"
�1 CASING INSULATOR DETAIL
NO SCALE
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
g.
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DESIGNED: SDA
DETAILED: RLF
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR
� NOT
MEASURE VTHEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-501
SHEET
26 OF 32

FINISHED GRADE
ANCHOR BOLTS AS REQD
BY MANUFACTURER
- II
- II
30" INTERCEPTOR AS REQD BY MFR
TO MH 75 -
PLAN
ULTRASONIC METER
3'-0" X 3'-0" SINGLE LEAF ACCESS DOOR
WITH PROTECTIVE GRATING AND H-20
LOADING BILCO TYPE J-AL, HALLIDAY TOP OF
SERIES F1 H, OR APPROVED EQUAL --\ ERR MH
CONCRETE "��
5'-W PRECAST
CONCRETE
MH RISER
BACKFILL FLUME WITH
BEDDING STONE 1 FT
ABOVE FLUME
HEAVY DUTY RUBBER
HACH FL900 SERIES
y BOOT W/ SS PIPE
FLOW LOGGER MOUNT
CLAMPS
PER MFR INSTRUCTIONS
JTTL
G
FLUME CREST
EL 603.29
� II
30" INV !/�L
EL 603.04
4" GRANULAR
FILL #5@12"
EWT&B J
DIRECTION
OF FLOW
30'. INTERCEPTOR
FROM MH 73
PRECAST FLAT
TOP SLAB
GRADE EL 617.72 ±
OWL"
1'-0"
4' FRP METERING
MANHOLE WITH
STEPS
APPROX LIMITS
OF EXCAVATION
II
• �o/� 30"INV
EL 603.01
NEOPRENE SPONGE PIPE EMBEDMENT
PAD AS REQD
BY MANUFACTURER
�1 METERING MANHOLE
NO SCALE
ROAD EDGE
6" MIN
THICKNESS
23" COARSE
AGGREGATE
NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT
FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE
NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF FREQUENT CHECKS OF
THE DEVICE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THE
ENGINEER.
7. USE CLASS "A" STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER.
8. INSTALL CONSTRUCTION ENTRANCES IN AWAY TO PREVENT VEHICLES FROM
BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
%D1 CONSTRUCTION ENTRANCE
NO SCALE
U\X \�\ UNDISTURBED SOIL w
m
o
LL y� 6"SELECT EXCAVATED BACKFILL
4- 1l2" STAINLESS LIFTING UNIT NOTES: A
STEEL THREADED
ROD WITH WASHER 1. ANTI SEEP COLLARS SHALL BE PLACED
AND NUTS - _ AT THE LOWER UTILITY LINE GRADIENT AAA �A y
6" MIN AT THE WETLAND BOUNDARY AND X/ p
u = EVERY 150FT UP THE UTILITY LINE
-��- GRADIENT UNTIL THE UTILITY EXITS VAA VAS w
a �u THE WETLAND AREA. %VA V� 6" STONE COVER
2. UNDERPAID MATERIAL AROUND THE INITIAL BACKFILL
SEWER OUTSIDE OF THE PIPE SHALL CONSIST GEOTEXTILE FABRIC
JT OF 1/8" RUBBER SHEET WITH 1/4" \� \�
(SEE NOTE 5)
UNDISTURBED Im - NEOPRENE SPONGE PADDING i A
SOIL (TYR) - EXTENDING 2" MINIMUM BEYOND THE SPRING \\ \ NCDOT 457, 67, OR 78M STONE
TRENCH WIDTH OF THE ANTI -SEEP COLLAR TO LINE
WIW PREVENT CONCRETE FROM TAMP WELL Q
CONTACTING PIPE SURFACE. HAUCHING UNDER BOTTOM ❑
SEWER 3. CONCRETE INTERIOR SURFACE SHALL HALF OF PIPE
BE SMOOTH. PIPE GRADE
V�
4E ELL.... auk g 4" BEDDING V �`*�•� '*
6 MIN /.. .�o°�p.�'... ,•��°••
MINIMUM SIDE
CLEARANCE ?Q e
a p 4 { I °�-.
n
Q
6" O.D. OF PIPE 6" •�d'd
BOTTOM OF NOTES:
4 x 4 D505 - TRENCH 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF
WELDED WIRE / "-��_�� EXCAVATION THE SHORING AND BRACING. L
REINFORCEMENT J TRENCH 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL
Q.
WIDTH 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS. Q U v n w
5. STONE BEDDING SHALL BE FULLY ENCLOSED IN FILTER FABRIC FOR ENTIRE LENGTH OF PIPE.
Lu C4 �
LL m a
ca
E
TRENCH BOTTOM DIMENSIONS AND BACKFILLING Q c
r-B ANTI -SEEP COLLAR �1 REQUIREMENTS FOR PVC AND DI GRAVITY SEWER MAIN { w'
NO SCALE NO SCALE
FINISHED GRADE LL 7 m
© -
Y
U
U)
Z
U
m UNDISTURBED SOIL W
\� AAA
Lij Lo
x �� j 6" CLASS I, II, OR III MATERIAL % LL
O
%\ \\\Q z cA
/ J
ivvv vv U 6" STONE COVER w
INITIAL BACKFILL♦�
5'-0" WIDTH AS SHOWN ON PLAN DRAWINGS 5'-0" VA VA/' W vJ LEI
\< GEOTEXTILE FABRIC Z>Z) 0-
(SEE H
C/L DRIVE 6" AGGREGATE BASE NOTE 10) � % �
r SPRING AA
* FINISH f PROFILE COURSE, PER NCDOT LINE NCDOT 457, 67, OR 78M STONE ui
GRAD GRADE SECTION 520 LJf-
2% SLOPE 2% SLOPE VA TAMP WELL Q
HAUCHING / UNDER BOTTOM co W W
✓Y/�%\%/\.� \y,�;�///��i/,, y PIPE GRADE \� \\ HALF OF PIPE 7 < z
8" GRAVEL SURFACE COURSE, 6" BEDDING
PER NCDOT SECTION 1005 /� Lu
U ABC STONE FILTER 6" IN COMPACTED \ ��
FABRIC SUBGRADE / / / / / / / / / / j
MINIMUM SIDE UJ 0 W L)
* AS INDICATED ON THE PLANS O.D. OF PIPE CLEARANCE
NOTES: 0.75 x O.D. 0.75 x o.D. Q U
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BETAKEN FROM THE INSIDE FACE OF THE U
SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 2" OR LARGER TO BE USED IN TOP 6" OF INITIAL BACKFILL AND NONE 6" OR LARGER IN Q
FINAL BACKFILL. m
3. FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. DESIGNED: son
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS. DETAILED: RILE
5. TOTAL TRENCH WIDTH SHALL BE A MINIMUM OF 1.5 X O.D. OF PIPE. CHECKED: ces
6. ACHIEVE 90 % COMPACTION IN BEDDING, HAUNCHING AND INITIAL BACKFILL. SEE TECHNICAL SPECIFICATION 31 23
33 FOR COMPACTION REQUIREMENTS IN FINAL BACKFILL. APPROVED: JMO
7. IF IN ENCASEMENT 4" TOPSOIL AND 12" CLEAN SELECT FILL IS REQUIRED. DATE. JUNE 2020
8. CONTRACTOR SHALL UTILIZE METHODS NECESSARY TO MAINTAIN A FULL 6" OF STONE OVER THE PIPE FOLLOWING 0 112 1
EXTRACTION OF TRENCH BOX AND/OR SHEETING.
�1 TYPICAL GRAVEL DRIVE CROSS SECTION 9. CONTRACTOR SHALL ENSURE PIPE COUPLINGS/ JOINTS ARE NOT DEFLECTED WHEN TWO PIPES ARE JOINED. IF THIS BAR DOES NOT
10. STONE BEDDING SHALL BE FULLY ENCLOSED IN FILTER FABRIC FOR ENTIRE LENGTH OF PIPE. MEASURE V THEN DRAWING
NO SCALE IS NOT TO FULL SCALE
TRENCH BOTTOM DIMENSIONS AND BACKFILLING PROJECT NO.
K-F1 REQUIREMENTS FOR FRPM GRAVITY SEWER MAIN 401263
NO SCALE C-C O2
FINAL DRAWING - FOR REVIEW PURPOSES ONLY 27 OFE32

WIRE MESH
FENCING -
FABRIC
COMPACTED
BACKFILL
DISTURBED
NOTES
- METAL FENCE POST
@ 8'-0" C.C.
z
5i
UNDISTURBED
EAR
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH -
457 OR 45 WASHED
STONE
FLOW DIRECTION
ITI-WIo IIW W ull��
SIDE VIEW
1. FENCING TO BE PLACED AT EXTREME LIMIT OF AREA TO BE DISTURBED.
2. USE SYNTHETIC FILTER FABRIC IN LIEU OF BURLAP WHEN SILT FENCE IS TO BE USED
MORE THAN 45 DAYS.
3. REMOVE SEDIMENT DEPOSITS PRIOR TO REACHING 1/3 HEIGHT OF FENCE.
4. WHERE CONSTRUCTION FENCE IS CALLED OUT ON THE PLANS, INSTALL FENCE PRIOR
TO ANY LAND DISTURBING ACTIVITIES. CONSTRUCTION FENCE SHALL BE COMPOSED
OF ORANGE, CONTRACTOR -GRADE MATERIAL AT LEAST 4' HIGH. STUDDED STEEL TEE
POSTS SHALL BE UTILIZED TO SUPPORT THE CONSTRUCTION FENCE AT 10' SPACING.
METAL POSTS SHOULD HAVE PLASTIC CAP FOR SAFETY. CONSTRUCTION FENCE SHALL
BE SECURELY FASTENED TO THE TOP, MIDDLE. AND BOTTOM OF EACH POST.
�1 SEDIMENT FENCE
NO SCALE
71
A TRENCH 5INCHES OR MORE INEND OF THE
A-
�//�/
IN A /
DEPTH.
B.
TAMP THE TRENCH FULL OF SOIL. SECURE y y
WITH ROW OF STAPLES. 10" SPACING,
41NCHES DOWN FROM THE TRENCH...y./ .
E. OVERFALL
C. OVERLAP MATTING AT UPPER END OF LOWER
STRIP AS IN'A' AND'B' OVERLAP END
OF STAPLE.
1
D. CHECK SLOT-- FOLD OF MATTING BURIED
IN SLIT TRENCH AND TAMPED,
DOUBLE ROW OF STAPLES. \
a
- PLACE STAPLES 3 FEET
APART AS REQUIRED TO
KEEP THE MATTING FIRMLY
I(�I TYPICAL STAPLES �. F� ' iY�22'! PRESED INTO THE SOIL.
#8 GAUGE WIRE
U F. PRESS ENDS OF MATTING 4INCHES INTO THE SOIL
w 1 112 NOTES: AROUND STRUCTURES, AND STAPLE SECURELY.
1. MATTING FOR EROSION CONTROL SHALL BE JUTE MATTING OR EXCELSIOR MATTING.
2. MATTING SHALL BE INSTALLED WHERE REQUIRED TO STABILIZE CHANNELS AND SLOPES.
DETAIL FOR STABILIZING CHANNELS AND
o %1 SLOPES WITH EROSION CONTROL MATTING
NO SCALE
hod
457 OR #5 WASHED STONE
NOTE:
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES
SILT FENCE FABRIC
ON WIRE FENCE
TD8$ooDo oTb�
0o O°
a�Dosgoq
00 �o°oo oo$_„�, -a 2,.o.,o
HARDWARE CLOTH STEEL FENCE POST
ON WIRE FENCE
PLAN VIEW NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE
AND THERE IS A LOW AREA. USE AS A REPAIR
OF SILT FENCE FAILURES.
STEEL FENCE POST SET
FRONT VIEW SILT FENCE FABRIC 6INCHES INTO THE TRENCH
�1 SEDIMENT FENCE OUTLET
NO SCALE
OFBANK auuuK OFBANK
LINE
�1 BANK STABILIZATION
NO SCALE
SANITARY SEWER
RIP RAP 24" THICK
IN PLANTING
HIGH PERFORMANCE
TURF REINFORCEMENT
MAT WITH LIVE STAKING
APPROVED DEWATERING DEVICE (SILT
BAG) PROVIDE POSITIVE DRAINAGE FROM
SILT BAG TO STREAM
- PUMP SHOULD DISCHARGE
ONTO STABLE VELOCITY
DISSIPATER MADE OF RIPRAP
DISCHARGE HOSES STREAM
DIVERSION PUMPS
INTAKE
HOSE
FIJI
I
Lo"' 1-{ / INTAKE
/e FLOW
SEDIMENT DIKE --/.
SUMP HOLE OR POOL
(12" TO 18"
DEEP, 2' DIA)
CLEAN
WATER DIKE
NOTES:
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM
ENDS OF THE WORK AREA AND STREAM FLOW SHALL BE PUMPED AROUND THE
WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY
DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING
MEASURE SUCH AS A SEDIMENT BAG OR OTHER APPROVED DEVICE. THE
MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE
CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING
FURTHER EROSION BETWEEN THE SILT BAG AND STREAM. CONTRACTOR
SHALL KEEP AN EXTRA SILT BAG ON SITE AT ALL TIMES DURING
CONSTRUCTION.
3. CONTRACTOR SHALL MINIMIZE CREEK BANK DISTURBANCE, CLEARING AND
GRUBBING WITHIN CREEK BANKS SHALL BE LIMITED TO THAT REQUIRED BY
CONTRACTOR FOR INSTALLATION OF THE PIPELINE. ALL DISTURBED AREAS
BETWEEN CREEK BANKS SHALL BE STABILIZED WITH RIP -RAP.
�1 TEMPORARY PUMP AROUND
NO SCALE
_ HERBACEOUS WETLANI:
BOUNDARY
� t=
LL Oz
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w Fo¢
5 �
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1
DIRECTION
OF TRAVEL
CONTRACTOR TO PROVIDE PLAN VIEW
TIMBER SIZE AS REQUIRED TO TIMBERS MAY BE BOLTED
SUPPORT THEIR EQUIPMENT OR CABLED TOGETHER TO
MAKE UP AT SECTIONS
CONTRACTOR TO PROVIDE
TIMBER SIZE AS REQUIRED TO
SECTION 1 SUPPORT THEIR EQUIPMENT
INSTALLATION
1. WHERE FEASIBLE, PLACE MATS IN A LOCATION THAT WILL MINIMIZE THE AMOUNT NEEDED FOR THE WETLANDS CROSSING.
2. INSTALL ADEQUATE EROSION AND SEDIMENT CONTROLS AT APPROACHES TO MATS TO PROMOTE A SMOOTH TRANSITION TO, AND
MINIMIZE SEDIMENT TRACKING ONTO, MATS.
3. MATS SHOULD BE PLACED ALONG THE TRAVEL WAY SO THAT THE INDIVIDUAL TIMBERS ARE RESTING PERPENDICULAR TO THE
DIRECTION OF TRAFFIC. NO GAPS SHOULD EXIST BETWEEN TIMBERS.
MAINTENANCE
1. MATTED WETLAND CROSSINGS SHOULD BE MONITORED TO ASSURE CORRECT FUNCTIONING OF THE MATS. INSPECT MATS
DURING USE. LOOK FOR ANY DEFECTS OR STRUCTURAL PROBLEMS.
2. MATS WHICH BECOME COVERED WITH SOILS OR CONSTRUCTION DEBRIS SHOULD BE CLEANED AND THE MATERIALS REMOVED
AND DISPOSED OF IN AN UPLAND LOCATION. THE MATERIAL SHOULD NOT BE SCRAPED AND SHOVELED INTO THE WETLANDS AREA.
3. MATS WHICH BECOME IMBEDDED MUST BE RESET OR LAYERED TO PREVENT MUD FROM COVERING THEM OR WATER PASSING
OVER THEM.
REMOVAL
1. MATTING SHOULD BE REMOVED BY'BACKING' OUT OF THE SITE, REMOVING MATS ONE AT A TIME. ANY RUTTING OR SIGNIFICANT
INDENTATIONS IDENTIFIED DURING MAT REMOVAL SHOULD BE REGRADED IMMEDIATELY, TAKING CARE NOT TO COMPACT SOILS.
2. MATS SHOULD BE CLEANED BEFORE TRANSPORT TO ANOTHER WETLAND LOCATION TO REMOVE SOIL AND ANY INVASIVE PLANT
SERIES SEED STOCK OR PLANT MATERIAL.
3. CLEANING METHODS MAY INCLUDE BUT ARE NOT LIMITED TO SHAKING OR DROPPING MATS IN A CONTROLLED MANNER WITH A
PIECE OF MACHINERY TO KNOCK OFF ATTACHED SOIL AND DEBRIS, SPRAYING WITH WATER OR AIR, AND SWEEPING.
�1 TIMBER MAT FOR WETLAND CROSSING
NO SCALE
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
w
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DESIGNED: SDA
DETAILED: RIFE
CHECKED: CES
APPROVED: JNO
DATE'. JUNE 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1"THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-503
SHEET
28 OF 32

SCOUR LINE
TOP OF BANK (TYP)
NEW SEWER.
SEE PLAN AND
PROFILE SHEETS
FOR SIZE.
I 11�
PLAN
C!L
STREAM OR
DITCH
MIN T8' CLASS I
RIP RAP {BEYOND)
SECTION AT CROSSING
—WOODY PLANTINGS
$TANLIZE STREAM BANK
WITH RIP RAP EACH SIDE
OF MATTING (TYP)
BOTTOM OF BANK
TOP OF BANK
(BEYOND)
INTERLOCKING
CONCRETE
BLOCK MATTING
WOODY PROVIDE SCALE
PLANTINGS TO DIVERT
QLIRFAr" FI f
(TYP)
INTERLOCKING
CONCRETEBLOCK
MATTING (1 V:5H)
NOTES:
4" NO 57 STONE
1. WOODY PLANTINGS SHALL BE DORMANT CUTTING OF \\
SILKY DOGWOOD, SILKY WILLOW ANDlDR ROOTED //,
STOCK OF HAZEL ALDER. KATMNGS SPACED 2 FT O.C.
2. MAX WIDTH OF PERMANENT STREAM CROSSING IS 20 FT.
ral PERMANENT STREAM CROSSING
NO SCALE
6FX57 CIA
POST ITYP)
400D PSI
-1NTERLOCKING CONCRETE
CONCRETE BLOCK
MATTING (ARMORFLFX
OR EQUAL)
MICROGRID
(STRATAGRM
OR EQUAL)
GEOGRID (TENSAR BR
12DO OR EQUAL)
COMPACTED SU"RADE
OUTSIDE RAIL 17 GUAGE S' RED REFLECTOR
DODO
FILLER BARS
19 GUAGE -- —
#48ARLOOPS
12' CC (TYP) -
NOTE:
CONTRACTOR TO SUPPLY I IN CHAIN AND PADLOCK (MASTFIILOCK A567) -- FOR EACH FARM GATE.
1 -d"
�1 ACCESS GATE DETAIL_
NO SCALE
�—� C
* 5IDEINALK TAPERS COWR
5' BACK FpGM DRI4EWA'1.-
BNILD THIS PORTION OF CRIVENAY PAVEMENT = CP
ONLY AT LOCATIONS WHEN OIAECTED. '-' O H -
OON7Cy
WIDTH OF DRIVEWAY '-O" i11 Q 2 LL
QU�p`p
-
R y�F
LL20J
R •$IPFWALK •SSOEWALK I CC Q Q
lOPTIONALI (OPTIONAL) I 2 NCC
I !
DIM PATE WRS I DIS$IPATE. CLIPS H N
BETWEEN THESE LIMITS BETWEEN THESE LIMITS W p
O
I I
RAOUIS 8'-O" OR RADIUS 3'•0" OR
H
GRASS ERAS$
AREA AREA
IlAO CI1RB
CC 0
o � r
EXPANSION JOINT,,""EXPANSION DINT —J
v
,—STREET PAVEKENI---/ CCLLJ
O J 7
O r F
D)
G iDa'
PLAN VAB IABLE SEE SHEET 5' 2'-O F¢
DETAIL OF DRIVEWAY OF 2 FOR wrIVEWAv GRADES! �`�j >) y
®L — ----- — IH
M" DEEP sAW CUT 2,. ¢ CC
T i:.l. _. • O Q
2, O
-' P i EXISTING OIIVPNM1Y PROPOSED 0=
PRGPOSED DRIVEWAT PAVEMENT VARIABLE PAVEMENT
PAVEMENT AADIuS S'-O" OR AS
HMN
LANS
METHOD OF TIE IN TIE IN sOAIv ON PTLMN
DAI VEWAr TLKiNOUT
WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE,
SAW CNI 2" BEER
40INT AT THE POINT OF TIE-IN. Z-ILOHIS PORTION OF DRIVEMY
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING PAVEMENT ONLY AT L TI❑NS
DRIVEWAY PAVEMENT. WHEN DIRECTED.
SECTION O RCN C5 �C-C SHEET 1 OF 2
848.02
DRIVEWAY TURNOUT (1 OF 2)
NO SCALE
n.
HINGE iTYP]
ATTACH 3 WOVEN
STRANS OF BARBED
WIRE TO POST5 WITH
BARBED WIRE STAPLES
4- NOM x 4" NOM CCA
TREATED PINE POST
(E" NOM x 6" NOM AT n
GATE POSTS, AND \� —7
of
FINISH GRADE
` a
` ¢
NOTEB
1. LUMBER TO GRADE I OR 2
BACKFI ILL WITH DIRT,
0
0 w
2.
CCA TREATMENT TO BE OA LWCU FT MIN.
HAND COMPACT -
§ LL
3.
POST SPACING 6'-0" MAXIMUM.
q y
4.
POSTS TOSS VERTICAL 1A' GROUND TO
" ¢
TOP.
5.
CONTRACTOR TO PROVIDE TEMPORARY
FENCING DURING CONSTRUCTION.
�cl BARBED WIRE FEED-E_
NO SCALE
DESIRABLE DRIVEWAY GRADES
A
•.2% GRADE MEN ++2V GRADE WHEN IHIS
TiIS IS SIDEWALK 15 SIDEWALK LOCATION R
LOCATION ..155E OR FLA_TTE-
�-
=g� OR FLATTER tt SsE _
-24 CR FLATTER -8'k OR FLATTER
IN+ FLgrrBR
8'
*SIDEWALK LOCATION
[DO NOT PLACE SIDEWALK ON
BERMS LESS TRIM 6' WIDE.)
DESIRABLE OR MAXIMUM DRIVEWAY GRADES
BERM A
WIDTH DIST.
B
GRADE
DIET.
GRADE
8' OR LESS 6'-O"
�2'd'
2'-6"
-5`k
8' OR LESS 2'-0"
.84
5'-6"
.2"s"
10' 4'-0"
+4%
12' & OVER 4' B"
.4%
7- D"
-29"
MAXIMUM DRIVEWAY GRADEE3DRIVEWAY GRADES
ERM
A
B
51-0"-
•.24 ORADE WHEN
• +2i GRAPE WHEN THIS
-
T1I5 IS STOEWAtK
IS SIDEWALK LOCATION
-
LOCATION
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MEET 2 OF 2
848.02
DRIVEWAY TURNOUT {2 OF 2)TURNOUT {2 OF 2)
NO SCALE
FINAL DRAINING - FOR REVIEW PURPOSES ONLY
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]ETAILED: RLF
WCKED! CES
wP IQVED! SAO
MTE: JDNE 2020
C U2 1
RF THIS BAR DOES NOT
MEASRRRE 1' THEN DRAW G
I$ NOTTO FULL SCARF
11ROJECTNO
401263
C-504
SHEET
29 OF 32

30" X 30" SINGLE LEAF ACCESS DOOR
1 WITH PROTECTIVE GRATING AND H-20 1
_ LOADING BILCO TYPE J-AL, HALLIDAY _
SERIES F1H, OR APPROVED EQUAL
STEPS
15" OC PROPOSED 5'-0" x 5'-0"
INTERCONNECT VAULT
Ij --'Ij BD°•
18" FONTAINE MODEL
S22-F SLIDE GATE OR EXISTING 12" PVC SEWER
APPROVED EQUAL GRAVITY INFLUENT
J J NEW 12" DI INTERCONNECT
LINE TO NEW 30" SEWER
(SEE DETAIL B FOR INVERT
1 ELEVATION)
1
TOP PLAN SECTIONAL PLAN
NON -RISING
STEM
FRAME
SLIDE GATE
FIEL
EXISTING TROUGH INVEF.,
12" PVC SEN/ER SECTION 2 SEE TO DETAIL B FOR
INVERT ELEVATION
A INTERCONNECT VAULT
NO SCALE
NEW INTERCONNECT
MANHOLE VAULT
GRA[
a
U NEW 30"
INTERCEPTOR
a
INV "A
E
3
3
3
NEW MH
INTERCONNECT
INTERCONNECT
INTERCONNECT
g
NEW MANHOLE
INV "A"
LINE INV "B"
LINE INV "C"
VAULT INV "D"
U
LL
MH-14
552.20
559.32
559.52
557.52
a
MH-31
562.41
569.38
569.61
567.61
MH38
566.87
574.62
574.40
572.40
`
%1 INTERCONNECT VAULT
ELEVATIONS
NO SCALE
a
o�0
boa
_R
NEW 30" SEWER f
36" FONTAINE MODEL
S22-F SLIDE GATE OR
APPROVED EQUAL
3"', X 3'-6" SINGLE LEAF ACCESS DOOR
WITH PROTECTIVE GRATING AND H-20
LOADING BILCO TYPE J-AL, HALLIDAY
SERIES F1H, OR APPROVED EQUAL
L J
9
®
2 li ll`-- T__I __ISliil
EXISTING 24" DIP
SEWER TO BACK
�`'-------- CREEK PUMP
STATION STEPS
15" OC
30" FONTAINE MODEL
S22-F SLIDE GATE OR
APPROVED EQUAL
TOP PLAN SECTIONAL PLAN
NON -RISING
STEM
FRAME
SLIDE GATE
EXISTING 24" SENER "
TO BACK CREEK TROUGH I... _...
PUMP STATION SECTION 2 INVERT EL 603.35 SECTION 1
DIVERSION STRUCTURE
NO SCALE
EXISTING MH TO
BE DEMOLISHED
PROPOSED 7'-0" x 7'-0"
JPRECAST CONCRETE
DIVERSION
STRUCTURE
EXISTING 24" PCCP SEWER
GRAVITY INFLUENT
OPENING ABOVE
FINAL DRAWING — FOR REVIEW PURPOSES ONLY
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DESIGNED: SDA
DETAILED: RLF
CHECKED: CES
APPROVED:JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR DOES NOT
MEASURE V THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
401263
C-505
SHEET
30 OF 32

a
U
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 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 the NCG01 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
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake 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 with straw or
■ Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
■ Rolled erasion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw a other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES !PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC0WR List of Approved PAMS/flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
S. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
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).
S. 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.
S. 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.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
AIN
�� 0 0
o q oa ° °
0
SECT-
V�aAl 1N, " 1- . ,"
BELOW GRADE WASHOUT STRUCTURE
CONCRETE WASHOUTS
ABOVE GRADE WASHOUT STRUCTURE
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.
S. 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 projec.
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 manufacturer's 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.
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01 / 19
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
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DETAILED: RLF
CHECKED: CES
APPROVED: JMO
DATE'. JUNE 2020
0 112 1
IF THIS BAR DOES NOT
MEASURE VTHEN DRAWING
PROJECT NO.
401263
C-506
SHEET
31 OF 32

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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
InbFWct (during rrurmai lmpmtWn mwrda must 1null
business hours)
Ill Rain gauge
Daily
Daily rainfall amounts.
.maintained in
If no daily rain gauge observations are made during weekend or
Food working
holiday periods, and no individual -day rainfall information is
order
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 raln-monitoring device
j_
a proved bythe Drvisionn
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. No me of the person perfor mi ng the inspection,
hours of a rain
4. Indication of whether the measures were operating
event a 1.0 inch in
properly,
24 hours
S. Description of maintenance needs for the measure,
6. Descrllotion, evidence, and date of corrective actions taken.
(3) stormwater
At least once per
1. Identificatian of the discharge outfalls Inspected,
discharge
7 ca lendar days
2, Date and time of the inspection,
outfalls [SDOs)
and within 24
3. Name of the person perfoi mingthe Inspection,
hoursof a rain
4. Evidence of Indicators of stormwater pollutlon such as oil
event > LC Inch in
sheen, floating or suspended solids or discolo ration,
24 hours
5. Indication ql visible sediment leaving the site,
6. Description, evidence, and date of cq rrecti ve actions taken.
i4j Perimeter of
At least ❑me per
if visible sedimentation is found outside site limits, then a record
rite
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limps,
event > 1.0 Inch in
2. Description, evidence, and date of corrective actions take n, and
24 hours
3. An explanatlon as to the actions taken to control future
releases.
(5) St reams or
At least once per
If the streamoi wetland has Increased visible sed€mentation or
wetlands ansite
7 calendardays
stream has visible increased turbidltyfrom the construction
or offsite
and within 24
activity, then a record of the following shall be made:
;where
hours of a rain
1, Description, evidence and date of corrective actions taken, and
accessible)
event a 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional OR ce per part III, Section C, Item [2){a) of this permit
of this permit.
;6)Ground
After each phase
1. The phase of grading (i nsta l cation of perimeter EKSC
stabilization
of grading
measures, dea Ong; and grubbing, installation of storm
measures
drainage fact Itti es, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measu res have been provided within the required
timefrome or an assurance that they will be provided as
soon as possibie.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION 8: RECORDKEEPING
1, E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
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
Initial and date a copy of the approved E&SC
1n accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shaI I be kept on the
site
and available for agency 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 30 days. The permittee shall retort
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.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.411
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 sheen on surface waters (regardless of volume), or
• They are within 100 teet of surtace waters (regardless of volume).
(a) 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.
(b) Anticipated bypasses and unanticipated bypasses.
(c) 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 timefraries and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Tim eframes (After Discovery) and Other Requirements
• Within 24 hours, an oral or electronic notification.
(a) Visible sediment
deposition in a
■ Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition_
Division staff may waive the requirement for a written report on is
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-wate-s conditions.
[b) oil spills and
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information ahevt the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
A report at least ten days before the date of the bypass, if passible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
Within 24 hours, an oral or electronic notification.
(d) Unanticipated
bypasses [40 CFR
■ Within ]calendar days, a report that includes an evaluation of the
122.41(m)(3}]
quality and effect of the bypass.
• Within 24 hours, an oral or electronic notification,
(e) Noncompliance
with the conditions
. Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122,41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122,41(1)(6),
Division staff may waive the requirem eht for a written report on a
case -by -case basis.
I NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/I91
FINAL DRAWING - FOR REVIEW PURPOSES ONLY
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IF THIS BAR DOES NOT
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PROJECT 140
401263
C-507
SHEET
32 OF 32