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21113
DES. JPN
CKD. JPN
DRWN. EQB
DATE
NOTES:
1. THE EXCAVATION AREAS SHALL BE RECLAIMED AS FRESHWATER LAKES WITH MINIMUM SIDE SLOPES 4
OF 3 TO 1 AND BE VEGETATED WITH PERMANENT GROUND COVER. THIS IS PART OF THE NORTH `_CAR NA MINE PERMIT. 9•
2. THIS MINE HAS BEEN IN OPERATION FOR 20 TO 30YEARS. THIS MODIFICATION REPRESENTS THE S E A L
LAST AVAILABLE PROPERTY THAT IS SUITABLE FOR THE EXCAVATION OF SAND. WHEN THIS 0416
MODIFICATION HAS BEEN COMPLETELY MINED OUT THE ENTIRE SITE WILL BE RECLAIMED AS • 117 Z.
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21113
DES. JPN
LEGEND CKD. JPN
- PIT #1 PIT #2 DRWN. EDB
WETLAND TABLE ACREAGE ACREAGE — — — — PROPERTY LINE
DATE /18 23
TOTAL SITE AREA 19.97 18.81 MPB MPB MINE PERMIT BOUNDARY , its
EXISTING WETLANDS 0 (NOTE 1) 0 (NOTE 1) LDE LOE LIMITS OF EXCAVATION �'�,
DISTURBED WETLANDS 0 (NOTE 1) 0 (NOTE 1)
UNDISTURBED WETLANDS 0 (NOTE 1) 0 (NOTE 1) �,;•
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NOTES:
CATEGORY ACREAGE ACREAGE
1. LAND MANAGEMENT GROUP HAS VERIFIED THAT NO WETLANDS "
MINE EXCAVATION 15.56 16.39 O•'��:GINE��'�p•`
EXIST WITHIN THE PROPOSED MINE EXCAVATION LIMITS. sFP '•••'' P
PROCESSING AREA/HAUL ROADS (1.9 AC OFFSITE) 0.36 0 2. DEPTH OF MINE MAY VARY DEPENDING ON SUBSURFACE SOILS CONDITIONS. -0, � H K.SV%%O%��
TOTAL AFFECTED ACREAGE 0 16.39 3. TOTAL DEPTH OF EXCAVATION SHALL NOT EXCEED 35 FEET. UNDISTURBED BUFFER (MIN. 25')
TAILINGS/SEDIMENT PONDS 0 0 4. ALL DATA HAS BEEN OBTAINED BY BRUNSWICK COUNTY GIS DATA OR BY (50' UNDISTURBED BUFFER IN
DIGITIZING SURVEY INFORMATION PROVIDED BY THE OWNER. VERIFICATION PROXIMITY TO WETLANDS)
STOCKPILES 0 0 OF SURVEY WILL BE REQUIRED PRIOR TO PROJECT COMMENCEMENT.
WASTE PILES 0 0 5. MAINTAIN A MINIMUM TOTAL DISTANCE OF 100' FROM PIT EXCAVATION &
ADJACENT PROPERTIES. SCALE : 1 �� = 200'
BUFFER AND UPLAND AREA NOT TO BE MINED 4.05 2.42 6. PUMPS TO BE OPERATED DURING NORMAL HOURS OF OPERATION. DISTURBED BUFFER (25' WIDTH)
TOTAL AREA TO BE PERMITTED 19.97 18.81 7. TOTAL PUMP DISCHARGE RATE SHALL NOT EXCEED 95,000 GPD. (TO BE REMOVED A RECLAMATION
SO THAT PONDS MAY BE COMBINED)
1 0 200 400 600

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TEMPORARY/PERMANENT SITE WORK NOTES: W
GRASS SPECIFICATION 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS
TOP BANK ADVERSE SOIL CONDITIONS. AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. Z
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. 3. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO O J
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES CONSTRUCT HIS WORK. J
SMOOTH AND UNIFORM. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION a F<_
\ AVERAGE 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. OF EXISTING UTILITIES DURING CONSTRUCTION. o N Z
MINE RECLAMATION 1 � DEPTH = 25 LIME: 45 LBS. PER 1000 S.F. 5. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY �
PHOSPHOROUS: 20 LBS PER 1000 S.F. TBD AND PROVIDED BY OWNER. Ld Z F-
BACKSLOPE 4 FERTILIZER: 17 LBS. PER 1000 S.F. 6. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. O M
—\FINAL NORMAL WATER ELEVATION 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS 7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF >-) Ad p
PREPARED 4-6 INCHES DEEP. RELOCATION OR DISCONNECTION OF ANY EXISTING UTILITIES WITH LB N 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. APPLICABLE AGENCIES AND AUTHORITIES. ER O
1 L� 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) 8. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE TO PIT AREA. af ♦ ♦ Q
2 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 9. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS O V U
MAXIMUM DEPTH = 35' Z
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK Q
WOOD CHIPS AT 500 LBS. PER 1000 S.F. CONDITION. W It
JUTE & MESH AS PER MANUFACTURER Q O Z
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND p N
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. EROSION CONTROL NOTES AND MAINTENANCE PLAN O p
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR Z
MINE SLOPE & RECLAMATION CROSS SECTION WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, 00� � inOVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF
AND SEEDING RATES. EVERY HALF-INCH RAINFALL. Z
NTS 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND 2. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE m 0 in
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES
NOTE' AT RECLAMATION ALL BANKS ABOVE NORMAL WATER WILL BE 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN Z
20% CARPET GRASS 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A
SLOPED & GRADED AT 4:1 & STABILIZED WITH GRASSING. 24% BERMUDA GRASS SWALE. Q W O
20% TURF FESCUE 10% CREEPING RED FESCUE 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN J > V
247o ANNUAL RYE GRAIN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE J
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC,
GERMINATION SHALL BE A MIN. OF 85%. WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN Q U
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS W
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE /�
GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR REPAIRED OR REPLACED IF IT BECOMES HALF-FULL OF SEDIMENT, NO LONGER U) 0
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DRAINS AS DESIGNED OR IS DAMAGED.
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL 0
UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. LAND QUALITY REQUIRES p _
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO Co
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE
NPDES STABILIZATION TIMEFRAMES STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED
WITHIN 15 WORKING DAYS. : WATER QUALITY REQUIRES ALL SEEDED AREAS BE
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO U
6 W4 E.S. FABRIC
8 W WIRE MESH PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE a
VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, HORIZONTAL TO DITCHES,
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE PERIMETER SLOPES, ALL SLOPES STEEPER THAN (3:1) VERTICAL AND ALL HIGH 00
QUALITY WATER (HQW) ZONES SHALL PROVIDE TEMPORARY OR PERMANENT N
/ .... STEEL POST SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT
/ 1 .1 , Z i STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
I I WIRE MESH FOR STANDARD FABRIC WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. V z
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH ALL OTHER DISTURBED AREAS SHALL PROVIDE TEMPORARY OR PERMANENT (� U
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT z
STANDARD OR EXTRA STRENGTH ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
MIN. 14 GA. 6x6 MESH o - m WITHIN FOURTEEN (14) CALENDAR DAYS FROM THE LAST LAND-DISTURBING w
FOR STANDARD FABRIC I _ FILTER FABRIC ACTIVITY.
` I cV 5. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE Q W 2 a
/ ..1... w PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR W
I. PROBLEMS OR TURBID DISCHARGES DAILY. a U
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NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH a o 0
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH. N o
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS z o
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' 1N HEIGHT AND BE OF THE
SELF-FASTENER STEEL ANGLE TYPE. p
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DES. JKB
CKD. JPN
DRWN. EDB
DATE 05/18/23
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