41I_WinfreeRdLCIDpermitapp_DIN26019_20160503.pdf

OPERATIONAL REQUIREMENTS FOR THIS
L.C.I.D. LANDFILL
1. OPERATIONAL PLANS SHALL BE APPROVED AND FOLLOWED AS
SPECIFIED FOR THIS FACILITY.
2. THIS F AGILITY IS PERMITTED TO EXCEPT DISPOSAL OF LAND
CLEARING WASTE, CONCRETE, BRICK, CONCRETE BLOCK,
NON-CONTAMINATED SOIL, GRAVEL AND ROCK, UNTREATED AND
UNPAINTED WOOD. AND YARD TRASH. YARD TRASH IS DEFINED AS SOLID
WASTE RESULTING FROM LANDSCAPING AND YARD MAINTENANCE
SUCH AS GRASS, TREE LIMBS AND SIMILAR MATERIAL.
3. FACILITY RECEIVES WASTE GENERATED FROM ALAMANCE. GUILFORD
AND ROCKINGHAM COUNTIES
4. WASTE SHALL BE RESTRICTED TO THE SMALLEST AREA FEASIBLE AND
COMPACTED AS DENSELY AS PRACTICAL INTO CELLS.
5. ADEQUATE SOIL COVER SHALL BE APPLIED MONTHLY, OR WHEN THE
ACTIVE AREA REACHES ONE ACRE IN SIZE, WHICHEVER OCCURS FIRST.
6. 120 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF
DISPOSAL OPERATIONS, OR UPON REVOCATION OF A PERMIT, THE
DISPOSAL AREA SHALL BE COVERED WITH A MINIMUM OF (2) TWO FEET*
OF SUITABLE SOIL COVER SLOPED TO ALLOW SURFACE WATER RUNOFF
IN A CONTROLLED MANNER. THE DIVISION MAY REQUIRE FURTHER
ACTION IN ORDER TO CORRECT ANY CONDITION WHICH IS OR MAY
BECOME INJURIOUS TO THE PUBLIC HEALTH, OR A NUISANCE TO THE
COMMUNITY ('GUILFORD COUNTY REQUIRES (2) TWO FEET OF COVER).
7. ADEQUATE EROSION CONTROL MEASURES, STRUCTURES, OR
DEVICES SHALL BE UTILIZED TO PREVENT SILT FROM LEAVING THE SITE
AND TO PREVENT EXCESSIVE ON-SITE EROSION.
8. THE DEADLINES FOR THE ESTABLISHMENT OF A GROUND COVER
SHALL BE 15 WORKING DAYS AND 30 CALENDAR DAYS FOR TEMPORARY
GROUND COVER (SLOPES) AND 15 WORKING DAYS AND 90 CALENDAR
DAYS FOR PERMANENT GROUND COVER.
9. THIS FACILITY SHALL BE ADEQUATELY SECURED BY MEANS OF
GATES, CHAINS, BERMS, FENCES, ETC. TO PREVENT UNAUTHORIZED
ACCESS EXCEPT WHEN AN OPERATOR IS ON DUTY. AN ATTENDANT
SHALL BE ON DUTY AT ALL TIMES WHILE THE LANDFILL IS OPEN FOR
PUBLIC USE TO ASSURE COMPLIANCE WITH THE OPERATIONAL
REQUIREMENTS AND TO PREVENT ACCEPTANCE OF UNAUTHORIZED
WASTES.
10. ACCESS ROADS SHALL BE OF ALL-WEATHER CONSTRUCTION AND
PROPERLY MAINTAINED.
11. ANY SURFACE WATER SHALL BE DIVERTED FROM THE WORKING
FACE AND SHALL NOT BE IMPOUNDED OVER WASTE.
12. SOLID WASTE SHALL NOT BE DISPOSED OF IN WATER.
13. OPEN BURNING OF SOLID WASTE IS PROHIBITED.
14. THE CONCENTRATION OF EXPLOSIVE GASES GENERATED BY THIS
FACILITY SHALL NOT EXCEED: (a) TWENTY-FIVE PERCENT OF THE LOWER
LIMIT FOR THE GASES IN THE FACILITY STRUCTURES. (b) THE LOWER
EXPLOSIVE LIMIT FOR THE GASES AT THE PROPERTY BOUNDAR Y.
15. LEACHATE SHAUL BE PROPERLY MANAGED ON-SITE THROUGH THE
USE OF CURRENT BEST MANAGEMENT PRACTICES.
16. SHOULD THE DIVISION DEEM IT NECESSARY, GROUND WATER OR
SURFACE WATER MONITORING, OR BOTH, MAY BE REQUIRED AS
PROVIDED FRO UNDER RULES .0601 AND .0602 OF THE NORTH
CAROLINA SOLID WASTE MANAGEMENT RULES.
17. A SIGN SHALL BE POSTED AT THE FACILITY ENTRANCE SHOWING
THE CONTACT NAME AND NUMBER IN CASE OF AN EMERGENCY AND
THE PERMIT NUMBER.
18. OPERATION OF THIS FACILITY SHALL CONFORM TO THE NORTH
CAROLINA DIVISION OF SOLID WASTE MANAGEMENT RULES AND
REGULATIONS.
19. THE FINAL SLOPE OF THE L.C.I.D. LANDFILL SHALL BE A MAXIMUM
OF A 3: 1 SLOPE.
20. VEHICLES SHALL NOT EXCEED SAFE SPEEDS FOR THE MATERIALS
BEING HAULED AND SHALL BE COVERED OR SECURED WITH SUITABLE
DEVICES WHEN ON THE PUBLIC ROADWAY.
21 . THE SITE MUST BE INSPECTED BY THE OWNER/OPERATOR AT
LEAST ONCE EVERY TEN WORKING DAYS.
22. EFFECTIVE VECTOR CONTROL MEASURES SHALL BE APPLIED TO
CONTROL FLIES, RODENTS AND OTHER INSECTS OR VERMIN WHEN
NECESSARY.
23. NO HAZARDOUS MATERIALS OR INFECTIOUS WASTE SHALL BE
ACCEPTED OR DISPOSED OF IN THE LANDFILL.
CLOSURE REQUIREMENTS FOR THIS L.C.I.D.
LANDFILL
ANY PERSON OPERATING OR HAVING OPERATED A LCID WASTE DISPOSAL
OR A PERSON WHO OWNS LAND ON WHICH SUCH A LANDFILL IS OR
HAS BEEN IN OPERATION SHALL CLOSE THE SITE IN ACCORDANCE WITH
THE FOLLOWING REQUIREMENTS:
1. IF THE SITE IS DEEMED SUITABLE BY THE NORTH CAROLINA DIVISION OF
SOLID WASTE MANAGEMENT, COMPACT AND CO\IER EXISnNG SOLID WASTE IN
PLACE WITH (2) TWO FEET* OR MORE OF SUITABLE COMPACTED EARTH.
2. IF THE SITE IS DEEMED UNSUITABLE BY NORTH CAROLINA DIVISION OF SOLID
WASTE MANAGEMENT, REMOVE AND PLACE SOLID WASTE IN AN APPROVED
DISPOSAL SITE OR FACILITY.
3. IMPLEMENT EROSION CONTROL MEASURES BY GRADING AND SEEDING IN
ACCORDANCE WITH THE PROVISIONS OF NORTH CAROLINA DIVISION OF SOLID
WASTE MANAGEMENT AND GUILFORD COUNTY PLANNING AND DEVELOPMENT
DEPARTMENT.
4. THE AREA MUST BE SECURED TO PREVENT FUTURE DUMPING AT THE SITE.
5. POST SIGNS INDICATING CLOSURE.
6. ESTABLISH FINAL SLOPE GRADES AT NO STEEPER THAN 3:1 SLOPE AND
STABILIZE SLOPES WITH \IEGETATIVE COVER OR MECHANICAL METHODS.
• GUILFORD COUNTY REGULATIONS REQUIRE lWO (2) FEET OF FINAL SOIL COVER.
WINFREE ROAD LANDFILL, INC.
PRfVATE
LAND CLEARING & INERT DEBRIS LANDFILL
PERMIT NUMBER:
APPROVED DISPOSAL MATER!AIB:
LAND CLEARING WASTE. CONCRETE, BRICK
CONCRETE BLOCK, UNCONTAMINATED SOIL GRA\IEL
AND ROCK. UN"TREATEO AND UNPAINTED WOOD, AND
YARD TRASH. YARD TRASH IS DEFlNED AS SOUD WASTE
RESULnNG FROM LANDSCAPING AND YARD MAINTENANCE
SUCH AS GRASS, TREE UMBS AND SIMILAR MATERIAL
HOURS OF OPERATION:
6:00AM. -7:00PM, MONDAY-FRIDAY
EMERGENCY CONTACT PERSON:
JERRY FRIDDLE -[phone]
NO UNAUTHORIZED DUMPING
ENTRANCE SIGN DETAIL
NOT TO SCALE
BEFORE YOU DIG !
CALL811 N.C. ONE-CALL CENTER
ITS THE LAW !
'
NOTES:
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1. GROUND WATER INFORMATION OBTAINED FROM
HYDROGEOLOGIC ASSESSMENT REPORT BY ECS, LTD. DATED
11-12-2001
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ROBERT H. WRAY
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LEGEND:
-720--
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FLOOO PVJN
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TEMPORARY DIVERSION BERM
TEMPORARY SEDIMENT PIT
PERMANENT DIVERSION BERM
EXISTING CONTOURS
PROPOSED CONTOURS
DISTURBED AREA UMIT UNE
EXISITNG TREE UNE
PROPOSED TREE UNE
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FLOOO IUIN 1 oo-YEAR FLOOD LI'IE(\)
EL • 759.0 ~.J:!
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TEMPORARY SLOPE DRAIN
BORING / PIEZOMETER
BENCH MARK
DRAINAGE FLOW ARROW
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EXIST~«> GRWND LEfT Utt)ISll.JRaW------------ _
TO AS A~B£RM
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GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
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VICINITY MAP
SCALE: 1"=2000'
SITE DATA:
1. TOTAL AREA ~ 43.54 ACRES
2. TAX MAP NO.: ACL-1-39-915N-2
3. CURRENT ZONING: AG-SP (CASE# 31 -97-SP)
4. DEED REFERENCE: DB. 4530, PG. 0585
5. SOIL TYPES: CeB2-CECIL SANOY CLAY LOAM
Ch CHEWACLA SANOY LOAM
WkC WILKES SANDY LOAM
WkE WILKES SANOY LOAM
MaC MADISON SANOY LOAM
6. TOTAL L.C.I.O. LANDFILL AREA ~ ±21.5 ACRES
7. TOTAL L.C.I.O. LANDFILL VOLUME ~ XXX,XXX CF
8. DISTURBED AREA ~ ±23.5 ACRES
9. USE AFTER COMPLETION ~ PASTURE
10. DISTANCE TO FLOODWAY ~ 0'
11. WATERSHED ~ UNPROTECTED
12. BOUNDARY INFORMATION WAS TAKEN FROM DEEDS.
NO FIELD RUN BOUNDARY HAS BEEN PERFORMED
BY EVANS ENGINEERING AT THIS TIME.
BUILDINGS AND TOPOGRAPHIC INFORMATION WERE
TAKEN FROM GUILFORD COUNTY DIGITAL PLANIMETRICS.
13. 100-YEAR FLOOD PLAIN INFORMATION TAKEN FROM
FIRM PANEL #7930. FLOOD LINE SHOWN ON MAP
IS FROM AN ACTUAL FIELD SURVEY BY EVANS
ENGINEERING, INC.
14. AUL EXISTING STRUCTURES TO REMAIN.
15. ACCESS IN AND OUT OF SITE IS CONTROLLED BY
AN EXISTING LOCKABLE GATE.
16. PERIMETER ACCESS IS CONTROULED BY EXISTING
WOODS AND FENCE.
17. WETLANDS JURISDICTION ARE DEFINED FROM
TOP-OF-BANK TO TOP-OF-BANK BY ARMY
CORPS OF ENGINEERS.
18. NO FILL PERMITTED 1\lTHIN THE 100-YEAR FLOOD
PLAIN BOUNDARY.
PHASING DATA:
FORMULA: BASED ON PAST AND PROJECTED FUTURE OPERA TlNG FIGURES
FOR THIS FACAUTY r (±10 TPD)(5 DAYS)(50 WEEKS) ~ 2,500 TPY
5-YEAR ~ (2,500 TPY)(S-YEARS) ~ 12.500 TONS (25,000CY)
TOTAL ESTIMATED CUBIC YAROS IN LANDFILL = ±537,031 CY
TOTAL ESTIMATED TONAGE IN LANDFILL = 268,515.5 TONS
ESTIMATED UFE SPAN OF LANDFILL -55 YEARS -
ESTlMA TED NUMBER OF 5-YEAR PHASES REMAINING ~ 9
PHASE 1 = 9. 7 ACRES (CLOSED)
PHASE 2 AREA = 8.8 ACRES 1~
( ~~
PHASE 1 AND PHASE 2 WASTE VOLUME CALCULATION CHART
TOTAL CURRENT ~~~~·~~L CAPACITY CAPACITY
ACREAGE (±CY) (±CY) STATUS REQUIRED•
PHASE 1 9.7 213,380 213,380 PERMITTED 25,800 CY
PHASE 2A 5.6 25,000 27,012 PERMITTED 16,265 CY
PHASE 28 2.4 25,000 NOT PERMITIED 8,000 CY
PHASE 2C 25,000 NOT PERMITTED N A
PHASE 20 25,000 NOT PERMITTED N/A
PHASE 2E 25,000 NOT PERMITTED N A
PHASE 2F 25,000 NOT PERMITTED N A
PHASE 2G 25,000 NOT PERMITTED N A
PHASE 2H 18,600 NOT PERMITTED N A
PHASE 21 14,311 NOT PERMITTED N A
UPHASE 2 TOTALS 8.8 115,740 27.012
GRAND TOTAL 18.5 537,031
*(COVER SOIL WILL BE FROM ONSITE EXCAVA110N AND WILL BE STOCK PILED AT VARIOUS
LOCA TlONS CONVIENENT TO OPERA TlONS).
......... PHASE 2 IS THE SUM OF PHASE 2A-2E .
~ ~
I PHASE 2 DISTURBED AREA ±8.8 ACRESI
TOTAL DISTURBED AREA ±23.5 ACRES
WINFREE ROAD LANDFILL
CONTINUATION OF PHASE 2A & PHASE 2B
PERMIT #41-1
I
7965 WINFREE ROAD
SUMMERFIELD, NORTH CAROUNA 27358
WINFREE ROAD LANDFILL, INC.
P.O. BOX 603
SUMMERFIELD, NC 27358
CONTACT: TIMMY FRIDDLE
omcE: 336-643-3791 cELL: 336-362-2299
FINAL LANDFILL GRADING &
EROSION CONTROL PLAN
SCALE: 1 .. = 100'
4-25-16: revised waste volume calculation chart per NCDEQ
4-28-16: revised waste volume calculation chart per NCDEQ
5-3-16: changed facility nome
1
5
I<
OPERATIONAL REQUIREMENTS FOR THIS
L.C.I.D. LANDFILL
1. OPERATIONAL PLANS SHALL BE APPROVED AND FOLLO'NED AS
SPECIFIED FOR THIS FACILITY.
2. THIS FACILITY IS PERMITTED TO EXCEPT DISPOSAL OF LAND
CLEARING WASTE, CONCRETE, BRICK, CONCRETE BLOCK,
NON-CONTAMINATED SOIL, GR AVEL AND ROCK, UNTREATED AND
UNPAINTED WOOD, AND YARD TRASH . YARD TRASH IS DEFINED AS SOLID
WASTE RESULTING FROM LANDSCAPING AND YARD MAINTENANCE
SUCH AS GRASS, TREE LIMBS AND SIMILAR MATERIAL.
.3. FACILITY RECEIVES WASTE GENERATED FROM ALAMANCE, GUILFORD
AND ROCKINGHAM COUNTIES
4. WASTE SHALL BE RESTRICTED TO THE SMALLEST AREA FEASIBLE AND
COMPACTED AS DENSELY AS PRACTICAL INTO CELLS.
5. AOEQUA TE SOIL COVER SHALL BE APPLIED MONTHLY, OR WHEN THE
ACTIVE AREA REACHES ONE ACRE IN SIZE, WHICHEVER OCCURS FIRST.
6. 120 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF
DISPOSAL OPERATIONS, OR UPON REVOCATION OF A PERMIT, THE
DISPOSAL AREA SHALL BE COVERED WITH A MINIMUM OF (2) TWO FEET"'
OF SUITABLE SOIL COVER SLOPED TO ALLOW SURFACE WATER RUNOFF
IN A CONTROLLED MANNER. THE DIVISION MAY REQUIRE FURTHER
ACTION IN ORDER TO CORRECT ANY CONDITION WHICH IS OR MAY
BECOME INJURIOUS TO THE PUBLIC HEALTH, OR A NUISANCE TO THE
COMMUNITY ("'GUILFORD COUNTY REQUIRES (2) TWO FEET OF COVER).
7. ADEQUATE EROSION CONTROL MEASURES, STRUCTURES, OR
DEVICES SHALL BE UTILIZED TO PREVENT SILT FROM LEAVING THE SITE
AND TO PREVENT EXCESSIVE ON-SITE EROSION.
8. THE DEADLINES FOR THE ESTABLISHMENT OF A GROUND COVER
SHALL BE 15 WORKING DAYS AND 30 CALENDAR DAYS FOR TEMPORARY
GROUND COVER (SLOPES) AND 15 WORKING DAYS AND 90 CALENDAR
DAYS FOR PERMANENT GROUND COVER.
9. THIS FACILITY SHALL BE ADEQUATELY SECURED BY MEANS OF
GATES. CHAINS, BERMS, FENCES, ETC. TO PREVENT UNAUTHORIZED
ACCESS EXCEPT WHEN AN OPERATOR IS ON DUTY. AN ATTENDANT
SHALL BE ON DUTY AT ALL TIMES WHILE THE LANDFILL IS OPEN FOR
PUBLIC USE TO ASSURE COMPLIANCE WITH THE OPERATIONAL
REQUIREMENTS AND TO PREVENT ACCEPTANCE OF UNAUTHORIZED
WASTES.
10. ACCESS ROADS SHALL BE OF ALL-WEATHER CONSTRUCTION AND
PROPERLY MAINTAINED.
11. ANY SURFACE WATER SHALL BE DIVERTED FROM THE WORKING
FACE AND SHALL NOT BE IMPOUNDED OVER WASTE.
12. SOLID WASTE SHALL NOT BE DISPOSED OF IN WATER.
13. OPEN BURNING OF SOLID WASTE IS PROHIBITED.
14. THE CONCENTRATION OF EXPLOSIVE GASES GENERATED BY THIS
FACILITY SHALL NOT EXCEED: (a) TWENTY-FIVE PERCENT OF THE LOWER
LIMIT FOR THE GASES IN THE FACILITY STRUCTURES. (b) THE LOWER
EXPLOSIVE LIMIT FOR THE GASES AT THE PROPERTY BOUNDARY.
15. LEACHATE SHALL BE PROPERLY MANAGED ON-SITE THROUGH THE
USE OF CURRENT BEST MANAGEMENT PRACTICES.
16. SHOULD THE DIVISION DEEM IT NECESSARY, GROUND WATER OR
SURFACE WATER MONITORING, OR BOTH, MAY BE REQUIRED AS
PROVIDED FRO UNDER RULES .0601 AND .0602 OF THE NORTH
CAROLINA SOLID WASTE MANAGEMENT RULES.
17. A SIGN SHALL BE POSTED AT THE FACILITY ENTRANCE SHOWING
THE CONTACT NAME AND NUMBER IN CASE OF AN EMERGENCY AND
THE PERMIT NUMBER.
18. OPERATION OF THIS FACILITY SHALL CONFORM TO THE NORTH
CAROLINA DIVISION OF SOLID WASTE MANAGEMENT RULES AND
REGULATIONS.
19. THE FINAL SLOPE OF THE L.C.I.D. LANDFILL SHALL BE A MAXIMUM
OF A 3: 1 SLOPE.
20. VEHICLES SHALL NOT EXCEED SAFE SPEEDS FOR THE MATERIALS
BEING HAULED AND SHALL BE COVERED OR SECURED WITH SUITABLE
DEVICES WHEN ON THE PUBLIC ROADWAY.
21. THE SITE MUST BE INSPECTED BY THE OWNER/OPERA TOR AT
LEAST ONCE EVERY TEN WORKING DAYS.
22. EFFECTIVE VECTOR CONTROL MEASURES SHALL BE APPLIED TO
CONTROL FLIES, RODENTS AND OTHER INSECTS OR VERMIN WHEN
NECESSARY.
23. NO HAZARDOUS MATERIALS OR INFECTIOUS WASTE SHALL BE
ACCEPTED OR DISPOSED OF IN THE LANDFILL
CLOSURE REQUIREMENTS FOR THIS L.C.I.D.
LANDFILL
ANY PERSON OPERATING OR HAVING OPERATED A LCID WASTE DISPOSAL
OR A PERSON WHO OWNS lAND ON WHICH SUCH A lANDFILL IS OR
HAS BEEN IN OPERATION SHALL CLOSE THE SITE IN ACCORDANCE WITH
THE FOLLOWING REQUIREMENTS:
t. If THE SITE IS DEEMED SUITABLE BY THE NORTH CAROLINA DMSION Of
SOLID WASTE MANAGEMENT, COMPACT AND COVER EXISTING SOLID WASTE IN
PLACE WITH (2) TWO FEET"' OR MORE OF SUITABLE COMPACTED EARTH.
2. IF THE SITE IS DEEMED UNSUITABLE BY NORTH CAROLINA DIVISION OF SOLID
WASTE MANAGEMENT, REMOVE AND PLACE SOUO WASTE IN AN APPROVED
DISPOSAL SITE OR fACILITY.
3. IMPLEMENT EROSION CONTROL MEASURES BY GRADING AND SEEDING IN
ACCORDANCE WITH THE PROVISIONS OF NORTH CAROLINA DMSION OF SOLID
WASTE MANAGEMENT AND GUILFORD COUNTY PlANNING AND DEVELOPMENT
OEPARll.CENT.
4. THE AREA MUST BE SECURED TO PREVENT FUTURE DUMPING AT THE SITE.
5. POST SIGNS INDICATING CLOSURE.
6. ESTABLISH FINAL SLOPE GRADES AT NO STEEPER THAN 3:1 SLOPE AND
STABILIZE SLOPES WITH VEGETATIVE COVER OR MECHANICAL METHODS.
"' GUILFORD COUNTY REGULATIONS REQUIRE TWO (2) FEET OF FINAL SOIL COVER.
WINFREE ROAD LANDFILL, INC.
PRIVATE
LAND CLEARING & INERT DEBRIS LANDFILL
PERMIT NUMBER:
APPROVED DISPOSAL MATERIAI...S:
LAND CLEARING WASTE, CONCRETE, BRICK,
CONCRETE BLOCK, UNCONTAMINATED SO!L, GRAVEL
AND ROCK, UNlREATEO AND UNPAINTED WOOD, AND
YARD lRASH. YARD lRASH IS DEFINED AS SOLID WASTE
RESULTING FROM LANDSCAPING MID YARD t.!AINTENANCE
SUCH AS GRASS, lRE£ Ut.!BS AND SIMILAR t.!AlERIAL
HOURS OF OPERATION:
6:00 AM. -7:00 PM, MONDAY -FRIDAY
EMERGENCY CONTACT PERSON:
JERRY FRIDDLE -[phone]
NO UNAUTHORIZED DUMPING
ENTRANCE SIGN DETAIL
NOT TO SCAL£
BEFORE YOU DIG!
CALL 811 N.C. ONE-CALL CENTER
trSTHELAW!
NOTES:
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1. GROUND WATER INFORMATION OBTAINED FROf.l
HYDROGEOLOGIC ASSESSMENT REPORT BY ECS, LID. DATED
11-12-2001
'
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ROBERT H. WRAY
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LEGEND:
-720--
TEMPORARY DIVERSION BERM
TEMPORARY SEDIMENT PIT
PERMANENT DIVERSION BERM
EXISTING CONTOURS
PROPOSED CONTOURS
DISTURBED AREA UMIT UNE
EXISITNG TREE UNE
PROPOSED TREE UNE
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TEMPORARY SLOPE DRAIN
BORING / PIEZOMETER
BENCH MARK
DRAINAGE FLOW ARROW
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GRAPHIC SCALE
( IN FEET )
1 inch = 100 fl
' ' '
' '
. ' ' '
0
•,
' ' ' '
D
Ch
' ' '
VICINITY MAP
SCALE: 1"=2000 '
SITE DATA:
1. TOTAL AREA = 43.54 ACRES
2. TAX MAP NO.: ACL-1-39-915N-2
3. CURRENT ZONING: AG-SP (CASE# 31-97-SP)
4. DEED REFERENCE: DB. 4530, PG. 0585
5. SOIL TYPES: CeB2-CECIL SANOY CLAY LOAM
Ch CHEWACLA SANDY LOAM
WkC -W'ILKES SANDY LOAM
WkE -WILKES SANOY LOAM
MaC -MADISON SANDY LOAM
6. TOTAL l.C.I.D. LANDFILL AREA = ±21.5 ACRES
7. TOTAL L.C.I.D. LANDFILL VOLUME = XXX,XXX CF
8. DISnJRBED AREA = ±23.5 ACRES
9. USE AfTER COMPLETION = PASTURE
10. DISTANCE TO FLOODWAY = 0'
11. WATERSHED = UNPROTECTED
12. BOUNDARY INFORMATION WAS TAKEN FROM DEEDS.
NO FIELD RUN BOUNDARY HAS BEEN PERFORMED
BY EVANS ENGINEERING AT THIS TIME.
BUILDINGS AND TOPOGRAPHIC INFORMATION WERE
TAKEN FROM GUILFORD COUNTY DIGITAL PLANIMETRICS.
13. 100-YEAR FLOOD PLAIN INFORMATION TAKEN FROM
FIRM PANEL #7930. FLOOD LINE SHOWN ON MAP
IS FROM AN ACTUAL FIELD SURVEY BY EVANS
ENGINEERING, INC.
14. ALL EXISTING STRUCTURES TO REMAIN.
15. ACCESS IN AND OUT OF SITE IS CONTROLLED BY
AN EXISTING LOCKABLE GATE.
16. PERIMETER ACCESS IS CONTROLLED BY EXISTING
WOODS AND FENCE.
17. WETLANDS JURISDICTION ARE DEFINED FROM
TOP-OF-BANK TO TOP-OF-BANK BY ARMY
CORPS Of ENGINEERS.
18. NO FILL PERMITTED WITHIN THE 100-YEAR FLOOD
PLAIN BOUNDARY.
PHASING DATA :
FORMULA: BASED ON PAST AND PROJECTED FUTURE OPERATING FIGURES
FOR THIS FACALITY : (±10 TPD)(5 OAYS)(50 't'fEEKS) = 2,500 TPY
5-YEAR = {2,500 TPY)(5-YEARS) = 12,500 TONS (25,000CY)
TOTAL ESTIMATED CUBIC YARDS IN LANDFILL = ±537,031 CY
TOTAL ESTIMATED TONAGE IN LANDFILL = 268,515.5 TONS
ESTIMATED LIFE SPAN OF LANDFILL = 55 YEARS
ESTIMA TEO NUMBER OF 5-YEAR PHASES REMAINING = 9
PHASE 1 = 9.7 ACRES (CLOSED)
PHASE 2 AREA = 8.8 ACRES
STAnJS
•(COVER SOIL WILL BE FROM ONSITE EXCAVATION AND WILL BE STOCK PILEO AT VARIOUS
LOCATIONS CONV!ENENT TO OPERATIONS). .. IS THE SUM OF PHASE
WINFREE ROAD LANDFILL
CONTINUATION OF PHASE 2A & PHASE 2B
PERMIT #41·1
7965 WINFREE ROAD
SUMMERFIELD. NORTH CAROLINA 27358
WINFREE ROAD LANDFILL, INC.
P.O. BOX 603
SUMMERFIELD, NC 27358
CONTACT: TIMMY FRIDDLE
OffiCE: 336-643-3791 CELL: 336-362-2299
revised waste volume calculation chart per NCDEQ
4-28-16: revised waste volume calculation chart per NCDEQ
5-3-16: changed facility name
2 5
BEFORE YOU DIG !
CALL 811 N.C. ONE-CALL CENTER
ITS THE LAW!
860
:
I
I
I
850
y PROPOSED FNAL
GRADE
840
/ I
I
I I ~ ~ ~ / 830
I
820 I
"' 810 ""
!5:' 0
c;f
~ ,;,· -----1 800 1/ ,--
I
I I
I
790
I
I
~
780
/
I
I
I
770 I
760
0.00 100.00 200.00
NOTES:
1. GROUND WATER INFORMATION OBTAINED FROM
HYDROGEOLOGIC ASSESSMENT REPORT BY ECS, LID. DATED
11-12-2001
I ....... ~/ I
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300.00 400.00 500.00 600.00
WEST EAST
SECTION A-A
SCALESo HORIZONTALo 1" ~ 100'
VERTICALo 1" ~ 1 0'
... ... ... /
700.00
860
850
840
830
82
81
... ... ... ... 80
79
78
77
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0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00
SOUTH NORTH
SECTIONB-B
SCALESo HORIZONTALo 1" ~ 100'
VERTICAL: 1" ~ 1 0'
900.00
---"·.::.c. HlfY ~~
sc.MLSVIL!.E RD.
VICINITY MAP
SCALE: 1 "=2000'
WINFREE ROAD LANDFILL
CONTINUATION OF PHASE 2A & PHASE 2B
PERMIT #41-1
7965 WINFREE ROAD
SUMMERFlELD, NORTH CAROUNA 27358
APPUCANT /OWNER/OPERA TORo
WINFREE ROAD LANDFILL, INC.
P.O. BOX 603
SUMMERFIELD. NC 27358
CONTACT: llMMY FRIDDLE
OFFICE: 336-64-3-3791 CELL: 336-362-2299
I EW -~ .. ···-~ ........ "'\'P CARo ,.,,., iVans $' o<?-....... ·11 • ~.
-1 ..-<f. ···o~ ngineering, Inc. { /Q."' ~~\
-Smce 1974-. : SEAL .
I Engineers Surveyors Planners tl \ 18914 / --~-"-""~ ~ Phone 336·854-8877 Fax [phone] ~... "•., ........... •' ,/
FIRM LICENSE #C-0168 " '•., ... ~~~"'
PRQ.£CT: 476-01 loESIGH BY: OWSjDRA'Mt BY: DWS '
OWG: FRIOOI.E\LCIO-WINFREE ROAD\LCID 2Q16 RENEWALD'M> _I
SHEET DESCRIPTION:
SECTION A-A
SECTIONB-B
SCALE: HORIZONTAL 1"= 100': VERTICAL 1"=10' DATE: JANUARY 16, 2016
REVISIONSo SHEET NO.:
ffi4-25-16: revised waste volume calculation chart per NCOEQ y: & 4--28-16: revised waste volume calculation chart per NCDEO
5-3-16: changed facility name
BEFORE YOU DIG!
CALL 811 N.C. ONE-CALL CENTER
ITS THE LAW!
860,_------,--,-----,--------.--------,-----,--,-------~------,
850~-------+--+-----+--------4--------4------+--~-------+------~
820
810
790
780
I
I
I
I
I
I
I
I
0.00 100.00 200.00
NOTES:
1. GROUND WATER INFORMATION OBTAINED FROM
HYDROGEOLOGIC ASSESSMENT REPORT 6Y ECS, LTD. DATED
11-12-2001
GRADE
I r
-1-.J
/I
I
300.00 400.00 500.00
WEST EAST
SECTION C-C
SCALES: HORIZONTAL: 1" ~ 100'
VERTICAL: I" ~ 10'
600.00 700.00
860,_-,----,--------,--------.--------,------.,--------,--------,-------,,--,----,
850r-~----~-------+--------t--------r------~--------+--------+------~r--;--~
840r--L----1--------+--------+-------~------~--------+--------+------~r-~--~
820
810
,.. -
790
/I
(Qj)
I
780
@)ROCK
770
PHASE 28
ENT GRAD
SOUTH NORTH
SECTION D-D
SCALES: HORIZONTAL: I" -100'
VERTICAL: I" ~ I 0'
\
\
\
\
\
ELEV
~--":::·C. HIV'( 150
VICINITY MAP
SCALE: 1"=2000'
WINFREE ROAD LANDFILL
CONTINUATION OF PHASE 2A & PHASE 2B
PERMIT #41-1
7965 WINFREE ROAD
SUMMERFIELD, NORTH CAROUNA 27358
APPUCANT/OWNER/OPERATOR:
WINFREE ROAD LANDFILL, INC.
P.O. BOX 603
SUMMERFIELD, NC 27358
CONTACT: TIMMY FRIDDLE
OFFICE: 336-643-3791 CELL: 3.36-362-2299
SECTIONC-C
SECTIOND-D
4-25-16: revised waste volume calculation chart per NCDEQ
4-28-16: revised waste volume calculation chart per NCDEQ
5-3-16: changed facility nome
4
5
BEFORE YOU DIG !
CALL 811 N_C_ ONE-CALL CENTER
ITS THE LAW!
SLOPE DRAIN DESIGN TABLE DIVERSION DIKE
HOLD-DD'JN ST AKES-r---c
SECTION A-A PLASTIC CORRUGATED PIP
A
L
STABILIZED DUTLE
SLOPE ...,f-------=------<11·
D "' D ""
~ 1---';--!--l __ _csc::L_DP--'E-----<11·
,.., \L_HOLD-DD'JN STAKES
TEMPORARY SLOPE DRAIN
NTS
...,
D .,
D ""
:~ 5""j5 STORMSLOPE DRAIN CALC'S n= 0.024
C= 0.35
SLOPE DRAIN.
DRAIN -# AREA 0 10 USE
2 1.4 AC 2.8 CFS 18" 0 0.50% = 4.02 CFS
3 0.6 AC 1.2 CFS 12" 0 0.50% = 1.4 CFS
4 0.6 AC 1.2 CFS 12" @ 0.50% = 1.4 CFS
SECTION 8-8
_j
EROSION CONTROL NOTES:
1. SOIL EROSION CONTROL DEVICES MUST BE INSTALLED INITIALLY AFTER THE GRADING
PERMIT IS ISSUED AND ROUGH GRADING STARTS. PLANNING AND DEVELOPMENT STAFF
WILL CHECK THESE DEVICES FOR PROPER INSTALLATION AND COMPLIANCE WITH THIS
PLAN. A CERTIFICATE OF PERFORMANCE WILL BE ISSUED.
2. DURING THE DEVELOPMENT OF THIS SITE, THE PERSON RESPONSIBLE FOR THE LAND-
DISTURBING ACTIVITY SHALL INSTALL AND MAINTAIN ALL TEMPORARY AND PERMANENT
EROSION AND SEDIMENTA1lON CONTROL MEASURES AS REQUIRED BY THE APPROVED PLAN
OR BY ANY PROVISION OF THE GUILFORD COUNTY DEVELOPMENT ORDINANCE. ADDITIONAL
DEVICES WILL BE REQUIRED IF NECESSARY.
3. UNDER THE GUILFORD COUNTY SOIL EROSION AND SEDIMENTA1lON CONTROL ORDINANCE
(SECTION 19); AGENTS, OFFICALS. OR OTHER QUALIFIED PERSONS ARE AUTHORIZED TO
PERIODICALLY INSPECT THE SITES OF LAND-DIS1lURBING AC1lVITIES. OBSTRUC1lNG,
HAMPERING OR INTERFERING WITH SUCH INSPECTIONS CARRIES A $500 PER DAY CIVIL
PENALTY. THE INSTIGATION OF THIS CIVIL PENALTY REQUIRES NO PROIR NOTICE.
4. NO LAND-DISTURBING ACTIVITY SHALL BE PERMITTED IN PROXIMITY TO A LAKE OR
NATURAL WATERCOURSE UNLESS A BUFFER ZONE IS PROVIDED ALONG THE MARGIN OF THE
WATER BODY OF SUFFICIENT WIDTH TO CONFINE VISABLE SILTATION WITHIN THE TWIENTY-
FIVE PERCENT OF THE BUFFER ZONE NEAREST THE LAND-DISTURBING ACTIVITY.
5. CONSTRUCTION ACTIVITIES DISTURBING FIVE OR MORE ACRES WILL BE ISSUED A NPDES
STORMWATER DISCHARGE PERMIT AS REQUIRED BY THE FEDERAL CLEAN WATER ACT.
SEC1lON B OF THIS PERMIT REQUIRES THE PERM I TEE TO PERIODICALLY INSPECT ALL
SED IMENT AND EROSION CONTROL DEVICES AND TO KEEP A RECORD OF THESE
INSPECTIONS.
6. IF FILL MATERIALS ARE BEING BROUGHT ONTO THIS PROPERTY OR IF WASTE MATERIALS
ARE TAKEN FROM THIS PROJECT. THIS INFORMATION MUST BE DISCLOSED AND SHOWN
ON THE EROSION CONTROL AND GRADING PLAN. BORROW AREAS AND DUMP SITES ARE
CONSIDERED TO BE PART OF THIS SITE. (THIS NOTES PERTAINS TO THE CLOSING OF THIS
DUMP SITE.)
7. THE DEADLINES FOR THE ESTABLISHMENT OF GROUND COVER SHALL BE 15 WORK ING DAYS
AND 30 CALENDAR DAYS FOR TEMPORARY GROUND COVER (SLOPES) AND 15 WORKING
DAYS AND 9D CALENDAR DAYS FOR PERMANENT GROUND COVER.
POST: METAL, 6' LONG, TRIANGLE STEP
M.A.X. SPACING OF POSTS: a· O.C.
WIRE: 32" MIN. WIDTH HOG WIRE UNE
W1RE TO BE 10 GAUGE
FABRIC: 10oz. FABRIC W/ WIRE BACKING
STONE: NO. 57 WASHED STONE
POST
1-rli--HOG \\1RE
11--PROPEX FABRIC W/WIRE BACKING
'-N01£: SKIIRT AND WIRE OF FABRIC
SHOULD BE TRENCHED 6"
INTO GROUND AND BACK-
FILLED WITH STONE.
{IF NEEDED)
SILT FENCE DETAIL
NTS COMPACTED
SOIL----..
TEMPORARY SEEDING SPECIFICATIONS
DEFINITION·
SEEDING DISniRBED AREAS v.1TH ANNUAL GRASSES OR LEGUMES TO PROVIDE TEMPORARY GROUND
COVER TO LESSEN SOIL EROSION.
PURPOSE:
TO TEMPORARILY STABILIZE GRADED CUT AND FILL SLOPES THAT CANNOT BE SEEDED v.1TH PERMANENT
VEGITATION v.1THIN THIRTY DAYS AFTER COMPLETION.
TO TEMPORARILY STABILIZE GRADED AREAS OF BARE SOIL WHERE PERMANENT VEGATATIVE COVER IS NOT
NEEDED OR WHERE GRADING HAS NOT BEEN COMPLETED AND PERMANENT SEEDING
v.1LL BE DONE LATER.
~~\t~~~~~-fx~~ BY GRADING, AND VEGETATIVE COVER IS NEEDED FOR ONE YEAR
OR LESS. MAY INCLUDE SUCH AREAS AS TEMPORARY SEDIMENT POND, DIVERSIONS, SOIL STOCKPILES,
BUILDING PADS, ROUGH-GRADED ROAD BANKS, ETC .. IT IS ALSO USED TO PROVIDE A TEMPORARY
PERIMETER BUFFER.
PREPARATION:
PREPARE SEEDBED BY RIPPING, CHISELING, HARROv.1NG, OR PLOv.1NG TO A DEPTH OF AT LEAST SIX
INCHES SO AS TO PRODUCE A LOOSE. FRIABLE SURFACE. INCORPORATE 750-1,000 POUNDS 10-10-10
FERTILIZER AND UP TO TWO TONS OF DOLOMITIC LIME PER ACRE(NOTE: LIME MAY NOT BE NEEDED IF
A SOIL TEST INDICATES A pH OF 6.5 OR HIGHER).MULCHING IS REQUIRED ACCORDING TO THE SAME
SPECIFICATIONS AS FOR PERMANENT SEEDING UNLESS WAIVED BY SOIL SCIENTIST. SELECT SEEDING
MIXTURE AND BEST PLANTING DATES FROM TABLE 12 (BELOW) .
TABLE 12
TEMPORARY SEEDING
SEEPING MIXTIJRE
RYE GRAIN
KOBE LESPEDEZA
GERMAN MILLET OR SUDAN GRASS
RYE (GRAIN)
(MAY SUBSTITUTE OATS BEFORE
OCT. 1 OR WHEAT FROM OCT.1-
NOV. 15)
ANNUAL RYEGRASS
*WEEPING LOVEGRASS
SEEDING RATE (LB /ACRE)
120 UBS
50 UBS
40-50 UBS
120 UBS
40 LBS
5 LBS
*WEEPING LOVEGRASS IS A PERENNIAL GRASS BUT IS INCLUDED HERE BECAUSE OF
ITS ADAPTABILITY TO POOR SOIL CONDITIONS AND DROUGHTY SITES.
CONSTRUCTION SEQUENCE FOR PHASE 1:
1. CLEAR AND GRUB AS NEEDED.
PLANTING OATES
JAN. 1 -MAY 1
JAN. 1 -MAY 1
MAY 1 -AUG. 15
AUG. 15 -DEC. 30
AUG. 15 -NOV. 30
MAY 1 -AUG. 15
2. CONSTRUCT TEMP. SED. PITS 'A', 'B', AND 'c' AS SHOWN ON PLAN.
3. CONSTRUCT TEMP. DIVERSION BERMS TO TEMP . SED. PITS 'A', 'B',
AND 'c' AS SHOWN ON PLANS.
4. EXCAVATE AS NEEDED.
5. BACKFILL WITH L.C.I.D. MATERIAL WITHIN LIMI TS SHOWN.
6. AS FILL IS BEING PLACED -BE SURE THAT FILL SLOPES DO NOT
EXCEED A 3: 1 SLOPE.
7. COVER L.C.I.D. MATERIAL AS REQUIRED.
8. SEED SLOPES AND/OR TOP AS REQUIRED.
8' TYPICAL
NOTE: DIVERSIONS MUST BE MAINTAINED.
DIVERSION BERM
SCALE: NOT TO SCALE
DESIGN
SETruED
USE NO, 57 STONE
ON FACE 1.0' THICK
1800 cu.
FILTER
FABRIC
CROSS SECTION
NTS
PERMANENT SEEDING SPECIFICATIONS
DEFINITION:
SEEDING DISniRBED AREAS v.1TH PERENNIAL GRASSES OR LEGUMES TO PROVIDE PERMANENT VEGETATIVE
COVER TO LESSEN RUNOFF AND SOIL EROSION.
PURPOSE·
TO LESSEN SOIL EROSION AND PERMANENTILY STABILIZE DISTURBED AREAS CREATED BY GRADING OF
CONSTRUCTION SITES.
CONPtllONS WHERE PRACTICE APPI IES·
ALL BARE AREAS ON CONSTRUCTION SITES WHICH ARE NOT COVERED BY STRUCniRES OR OTHER
EROSION CONTROL DEVICES.
PREPARATION:
PREPARE SEEDBED BY RIPPING, CHISELING, HARRO\'o1NG, OR PLOv.1NG TO A DEPTH OF AT LEAST SIX
INCHES SO AS TO PRODUCE A LOOSE, FRIABLE SURFACE. REMOVE ALL STONES, BOULDERS, SniMPS
OR DEBRI FROM THE SURFACE WHICH WOULD PROHIBIT GERMINATION OR PLANT GROWTH.
INCORPORATE INTO THE SOIL 800 TO 1,DOO POUNDS OF 10-10-10 FERTILIZER PLUS 500 POUNDS OF
TWENTY PERCENT (20%) SUPERPHOSPHATE PER ACRE AND TWO TONS OF DOLOMITIC LIME PER ACRE
UNLESS SOIL TESTS INDICA TED THAT A LOWER RATE OF LIME CAN BE USED.
MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND EITHER CRIMP STRAW INTO
SOIL OR TACK v.1TH LIQUID ASPHALT AT 400 GALLONS PER ACRE OR AMULSIFIED ASPHALT AT 300
GALLONS PER ACRE .
SELECT SEEDING MIXTURE AND BEST PLANTING DATES FROM TABLE 13.
TABLE 13
PERMANENT SEEDING
SEEPING M!XTIJRE
TALL FESCUE (LOW MAINTENANCE)
TALL FESCUE-WATERWAYS AND LAWNS
(HIGH MAINTENANCE)
BLEND OF TWO TURF-TYPE TALL
FESCUES (90%) AND TWO OR MORE
IMPROVED KENTUCKY BLUEGRASS
VARIETIES (10%) (HIGH MAINTENANCE)
TALL FESCUE AND
KOBE OR KOREAN LESPEOEZA*
TALL FESCUE AND
SERICEA LESPEDEZA
TALL FESCUE AND
GERMAN MILLET OR SUNDANGRASS.,
TALL FESCUE AND
RYE GRAIN**
COMMON BERMUDAGRASS
SEEDING RATE 0 B /ACRE)
100 -150 LBS
200 -250 UBS
200 -250 LBS
100 LBS
20 -25 LBS
50 LBS
60 LBS
60 LBS
30 LBS
70 LBS
25 LBS
8 LBS (HULLED)
15 -20 LBS
PI ANTING pATES
AUG. 15 -OCT. 15
FEB. 15-MAY 1
AUG. 15 -OCT. 15
FEB. 15 -MAY 1
AUG. 15 -OCT. 15
FEB. 15 -MAY 1
FEB. 15 -MAY 1
AUG. 15 -OCT. 15
NOV. 1 -FEB. 1
(UNSCARIFIED)
JULY AND AUGUST
NOV. 1 -JAN. 30
APRIL 15 -JUNE 30
FEB. 1 -MARCH 30
' FOR SPRING SEEDING$, USE SCARIFIED LESPEDEZA SEED. FOR LATE FALL AND v.1NTER SEEDINGS,
USE UNSCARIFIEO SEED.
., ANNUALS SUCH AS MILLET, SUNDANGRASS AND RYEGRAIN MUST BE KEPT AT 10-12" MAXIMUM HEIGHT.
CLASS '8' RIP RAP
BELOW
SEffiED TOP
OF DAM
WINFREE ROAD LANDFILL
CONTINUATION OF PHASE 2A & PHASE 28
PERMIT #41-I
7965 WINFREE ROAD
SUMMERFIELD, NORTH CAROUNA 27.358
WINFREE ROAD LANDFILL, INC.
P.O. BOX 603
SUMMERFIELD, NC 27358
CONT.A.CT: TIMMY FRIDDLE
omCE: 336-643-3791 CELL: 336-362-2299
TEMP. SEDIMENT PIT
NTS
MINIMUM CONSTRUCTION ENTRANCE
NTS
PIT-#
B
c
E
F
TEMPORARY SEDIMENT PIT DESIGN
(CF) {CF)
DRAIN. DIST REQ'D PROV'D BOTTOM DIM.
3.4 AC 3.4 AC 6,120 L-56', W-20'
6,432 3' DEEP
2.0 AC 2.0 AC 3,600 3,696 l=40', W=20'
3' DEEP
3.0 AC 3.0 AC 5,400 5,676 L=52', W=26'
3' DEEP
4.4 AC 4.4 AC 7,920 8,088 L=64', W=32'
3' DEEP
WEIR
10'
••
a·
12'
DETAIL SHEET
4-25-16: revised waste volume calculation chart per NCOEO
4-28-16: revised waste volume calculation chart per NCOEQ
5-3-16: changed facility nome