20210629_Mine_Maps

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CONSTRUCTION ENTRANCE SPECIAL SOW= GENERAL EROSION CONTROL
NOTES TEMPORARY DIVERSION CO L C NOTES:
TEMPORARY DIVERSIONS USED AT ALL AREAS SUBJECT
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE NOTES TO SHEET' DRAINAGE.
AD
TRUCKS.
2. LOCATE ENTRANCES TV PROVIDE ;FOR UTILIZATION 3 it ALL LAND DISTURBING ACTIVITIES ARE LIMIT
BE
BY ALL CONSTRUCTION VEHICLES. EXCAVATE TEMPORARY DIVERSION WITH NON --VERTICAL SIDE SLOPES AND NOT
3. MUST HE MAINTAINED 1N A CONDITION WHICH WILL PREVENT GREATER THAN 1.5:1 SLOPE. PLANNED OF
CONDUCTED O AS TO LIMIT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. EXPOSURE OF BARE EARTH FOR THE SHORTEST
PERIODIC TOPDRESSIN(I WITH STONE WILL BE NECESSARY. SEED BERM CREATED BY COMPACTED SOIL AS DIRECTED. NOTES VIABLE POSSIBLE TIME.
4. ANY MATERIAL TRACKER. ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIAT91,Y USE N0. 5 OR NO. 57 STONE FOR SEDIMENT DI.iIENSION �'. ? 3PTRE MESH
5. LOCATE GRAVEL CONSIIIUCTION ENTRANCE AT ALL POLVIS OF CONTROL STONE sEDclLM CONTROL MNE ALL TING RBEB AREA SHALL BE F PERIL N BY THE
INGRESS AND EGRESS UNTIL SITE TS STABILIZED. PROVIDE PLANTING AND ESTABLISHMENT OF PERMANENT AND
FREQUENT CHECKS OF' THE DEVICE AND TIMELY MAINTENANCE USE IiAHDIYAItIi CLOTH 24 GAUGE WIRE MESH 2 It
B. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO WITH ? INCH MESH OPENINGS. 1 it win UNIFORMED GROUND COVER.
BE DETERMINED BY 1I14 ENGINEER
7. USE CLASS A' STONE OR OTHER, COARSE AGGREGATE APPROVED COMPACTED SO
INSTALL 5 FT.SELF FASTENER ANGLE STEEL (�� TEMPORARY CONSTRUCTION AND
STAGING AREAS SHALL
BY THE ENGINEER. \ POST 2 F�: DESK MINIlIU!4L ADEQUATE SEDIMENT AND EROSION CONTROL
8. INSTALL CONSTRUCTION. ENTRANCES IN A WAY TO PREVENT VEHICLES \ ^ `I 2' 3HNdMUM � "� ATTACH HARDWARE CLOTH TO POSTS WMI WIRE MEASURES INSTALLED TO PREVENT OFF SITE
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROTECT SITE. STAPLE OR OTHER ACCEPTABLE METHODS.
.:.::i': Y' ri•'; SEDIMENTATION, AND SHALL BE SEEDED AS
„; r+ i'=`... FLOW MAXIMUM OF 3 F T- NECESSARY TO BRING THE SITE BACK TO ITS
g' `� SPACE POST A UPON COMPLETION OF THE
:.:�' '1', ;i + r : ` '{ , :} • f :5;; MINdMUM NATURAI, STATE PROJECT,
is ?•''4'(; :; '' ::: "ri•::'; t ;• :' `_ :r::" FOR INSTALL 1,10K BETWEEN SECTIONS OF
SILT FENC$ E}O'END SEDIMENT CONTROL 7 WIRE MESHMESHSTONE A MINIMUM OF 122" SEDIMENT AND EROSION/TURBIDITY MEASURES SHALL
!! OON .EACH 5lDE OF
SPECIAL SEDIMENT CONTROL FENCE SECTION, SEDB ENT CONTROL STO BE INSPECTED AFTER EACH RAINFALL TO INSURE
1 1t min TUEY ARE FUNCTIONAL AND IN GOOD WORKING
8' 'TYPICAL CONDITION. SEDIMENT' DEPOSITION ACCUMULATION TO
WATER FW p� _ — � j BE P E'RIO.DICA LLY REMOVED TO MAINTAIN
EFFECTI�WNESS.
CLAW 'A' NE
8 IN. I M. Doi
CROSS SECTIONAL VIES STEEL POST — z It D�Tx
-- WIRE MESH
2 It
6
COIR
SILT FENCE
DRAPE BAFFLE MATERIAL OVER VfIRE STRAND INSTALL T-POST TO ANCHOR
AND SECURE WITH PLASTIC TIE$ AT POSTS BAFFLE TO SIDE OF BASIN AND YOP y � ears
8' MAIL WITH W� AND ON WIRE EVERY 12' SECURE TO VERTICAL POST
($' MAX WITHOUT WIRE)
4' MAXol
MIDDLE AND VERTICAL WIRES
SHALL BE 12'? GAUGE MIN. 9 GAUGE MIN HIGH auis xv� ^
s
TENSION WIRE STRAND
SHALL BE SECURED s�a.
TO POST TO SUPPO
oe
TOP AND BOTTOM STRAND RAFFLE MATERIAL �
SHALL BE 10 GAUGE 2 .. MAX VARIABLE DEPTH
1$" MIN. _t £: ,�•,M�f . 'x a 'x.e �"� :a . "'c - �% !sti; sa %fit
Him u u"a x W=
SECURE 130TTOM OF BAFFLE
WIRE HAFkU MATERIAL TO GROUND WITH 12" STAPLES
AT 12" MAXIMUM SPACING BAFFLE MATERIAL.
1w or C= =m
FILTRATION GEO'i`1�Y`fdLE PLAN
NOTES
USE FILTRATION GEOTEXTILE NOTES: L GAUGE
A MINIMUM OF 3E3" IN WIDTH AND FILTRATION
GEOTEXTII.E 1. INSTALL THREE(3) COIR FIBER LANDSCAPE ror or oares nrmPa - —
STAPLE _ _
FASTEN ADEQUATELY TO THE POSTS BAFFLES IN SILT BASINS AND SEDIMENT` _ Ili- Il 11 I1=11llil�lIII1�lllli9ll11�1111=111iIM11l_illill�lllllll Tlillll-11111
AND WIRE AS DIRECTED. COMPACTED FI DAMS AT DRAINAGE OUTLETS WITH A
USE WIRE A MINIMUM OF 32" SPACING OF 1/3 THE BASIN LENGTH. tm*
IN WIDTH AND WITH A MINIMUM •� t� rr vain rs _ —
2. TWO-(2) COIR FIBER BAFFLES CAN BE r s�uvlt �aax �r auxcx rinf L1kE
OF s. LINE WIRES WITH 12" STAY INSTALLED IN SILT BASINS AND DAMS IIIIIIiilllllllll=llllil= iil illli Ili ^liltl=lllli Illl II
SPACING. �� $' LESS THAN 20 FT. IN LENGTH WITH A STEEL POST — z 0" DEPTH I b
PROVIDE 5'-D" STEEL POST OF j SPACING OF 1/3 THE BASIN LENGTH.
THE SELF -FASTENER ANGLE STEEL L
TYPE. �, STEEL POST — 2'--oo' bEPTH IIIII� i1=1'll� � I�III i Illli
FOR MECI3ANICAL SLICING METHOD 3. TOP HEIGHT OF COIR FIBER BAFFLES BAFFLE MATERIAL SHALL BE SECURED
INSTALLATION, GEOTEXTILE SHALL SHALL NOT HE BELOW BASE OF EMERGENCY To THE BOTTOM AND SIDES or' : ASIN wo'rEs
BE A MAXIMUM OF 1$ ABOVE GROUND EXTENSION OF GEOTEXTILE AND
SPILLWAY ELEVATION. vsltlO 12' LANDSCAPE STAPLESr
INSTALL COD2 FISFR BAFFLES
- 15i I+VA110PI j
SURFACE. WIRE INTO TRENCH -
F F
Y CK S D1 �E B G BASIN FOR t
SEEDING SCHED ULE
eo1R FIBER gAF _ ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE
COVER.
EROSION CONTROL MAINTENANCE REQUIREMENTS
IsvcTII1 gTpNE UNCLASSIFMy CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR
EARTH MATE! SEDIMENT FROM LEAVING SITE. TERIODIC TOP DRESSING WITH TWO
Bran arT 5' mm ��. PERMEABLE A. CULTIVATE AREA TO A DEPTH OF 5".
cOlaROL STONE I l STEEL STONE DRAIN - INCH STONE MAY ICE REQUIRED..:;
NOTES POST B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
I C. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 1000 LBS PER ACRE. �L EROSION AND SEi)i AIT CONTROL PRACTICES WILL BE CHECKED
$•��',��..`a�. 0' MAX INSTALL COIR kI9IiRR BAFFLES i i
D, SOIY GRASS SEEDS AT THE FOLLOWING RATES: �� FOR STABILITY AND ,OPERATION �'OLIAWING EVERY RAINFALL
.a $
WEEK
INSTALL THE TOP OF THE COIR FIBER BAFFLE A 1a aura Jaffa✓:;per ALL SOILS (FIB - SEP'IEMBER) PRODUCING RUNOFF, BUT IN NO.jCA�E LESS THAN ONCE EVERY WE
MINIMUM of s" LOiYI;R THAN THE TOP OF TIIE ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
37UUNG BASIN BERMS. �, __.:�� �e•�� � BERMUDA GRASS 30 LBS. (5 LB. CENTIPEDE GRASS CAN. BE PRACTICES AS DESIGNED.
PROFdLE SECTION USE THE TYPICAL SECTION SHOWN FOR THE SUBSITUTED FOR BERMUDA GRASS)
S77LUNG BASIN AS A GUIDE. THE BASIN MAY ALL SEEDED AREAS WILL. HE FERTILIZED, RESEEDED AS NECESSARY,
HAVE ANY TYPE CONFIGURATION AS LONG AS V4 L 1 4 L 1/4 L 1/4 L BAHIAGRASS 50 LBS.
DaIGN 6gYR5uw 11 r
SUFFICIENT VOLUME IS PROVIDED AND PROVIUION5 / AND MULCHED ACCORDING 30 SPECIFICATIONS IN THE SEEDING
STRUCTORAL sxo ARE MADE FOR A PERMEABLE STONE DRAIN SCHEDULE TO MAII,TTAII'I A VIGOROUS, DENSE VEGETATIVE COVER.
DRAINAGE AREA WEIR LENGTH SETTLED T'OP 4 g SERICEA LESPEDEZA 10 LBS. t
DO NOT EXCEED 6 FT. IN HEIGHT FOR THE k,1' 1RTH I,
1 4.0 DIKES REQUIRED FOR STILLING BASINS, i
2 6.0 ADDITIONAL DEPTHS MAY BE ATTAINED BY GERMAN MILLET 10 LBS.
8.0 �� .� EUEEGENCY BY-PASS 9" EXCAVATING BELOW THE NATURAL GROUND L1;VEL
BELOW SETPLED 'PCP OF DASS
4 10.0 � '��%`a •`a THE STILLING BASIN SIZE IS VARIABLE AND E. MULCH WITH STRAW AT THE RATE OF 4000 LBS PER ACRE.
p 14.0 DEPENDENT ON SPECIFIC SITE REQUIREMENTS EARTH DIM � F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
7 10.0 AS WELL AS PROPOSED CONSTRUCTION
8 180 PLUS 4 FEET NATURAL GROUND OPERATIONS. PLAN VIES 0I+' 300 GALLONS PER ACRE. '
9 :t0.0 FOR POOR DEFINED CHANMUZ _ �
10 20.0 SUBMIT THE SFLE LOCATION AND PERMEABLE STONE 2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT PERIOD OF TIME. DUE
CROSS SECTION DRAIN MATERIAL FOR APPROVAL PRIOR A 'L" = 2"N' MIN. 1 .p•f TO SEASONAL CONSIDERATIONS, A TEMPORARY COVER SHALL BE ESTABLISHED. THE TEMPORARY SEED RATE PER
CONSTRUCTION. 1 _O '}"" $. �� r ACRE SHALL BE:
NOTES PUMP THE EFFLUENT INTO THE STILLING BASIN 16 WINTER (SEPTEMBER — APRIL) SUMMER (MAY -- AUGUST) 4
A MAXIMUM DEPTH OF 3 FEET, �• ;1;'� �a' �� .
USE CLASS B EROSION CONTROL STONE FOR STRUCTURAL STONE ' ^'� ' a' GERMAN MILLET 40 LBS.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT. CONTROL UTONE r PERMFAB RYE (GRAIN) 120 LBS.
DIKE MAY EXTEND ALONG MORE THAN ONE SIDE OF TILL; TRAP AREA PROVIDE A STONE DR KOBE ANNUAL LESPEDEZA 50 LBS.
TOTAL SEDIMENT STORAGE VOLUME OF 3BOOT" CUBIC FEET PER ACRE OF DISTURBED II
AREA- SOME OF THE REQUIRED VOLUME MAY BE PROVIDED BY OTHER UP OR COIR FIBER BAFF ��STEEL POSTS TEMPORARY COVERS 511ALL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER. WHERE THE SEASON
DOWNSTREAM CONTROL. 4o OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY EROSION RESISTANT COVER, MULCH MAY BE
AN UNDERLAY OF STRUCTURAL STONE WITH FILTRATION GEOTEXTILE MAY BE REQUIRED iv+n VARIABLE gg APPLIED: HOWEVER, MULCH USED ALONE SHALL NOT BE ALLOWED. A 'TEMPORARY OR
AS DIRECTED. TYPICAL SECTION VIEW 1
INSTALL COIR FIBER BAFFLES ON THE UPSTREAM SIDE OF THE DAM PERMANENT VEGETAI'1'1VE COVER SHALL BE ESTABLISHED A$ SOON AS CONDITIONS ARE FAVORABLE.
3. TOPSOIL SHALL BE USED OVER UNFAVORABLE SOIL CONDITIONS FOR SUCCESSFULL ESTABLISHMENT OF VEGETATIVE COVER.
SEED AND PLACE MATTING FOR EROSION CONTROL ON ALL INTERIOR AND EXTERIOR SLOPES m.
OF SEDIMENT BASIN AS DIRECTED.
4. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH.
i
18" EXISTING
(MIN.) GROUND
I
BACK
Staple Check Pattern
4
{ � )� Y / STAPLES ON Staple
1�,. �� ,� �. ''•r:y.sa'� 1' CENTERS_
IN TRENCH ' A �(
^-, 1 N • 11
4., 30' — Staple
Check MIN x
j--4" ^^^ _ - MATTING SMALL B STAPLES ON DIAGRAM O
—PLACED IN TRENCH 1' CENTERS
AND BACKFILLED M TRENCH DIAGRAM Co
AtiTTINGON SLOPES DIAGRAM O
SHEET 4 OF

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Dewatering Basin Design
Version 2.27.09
STEP 1: Input required variables
Pump Rate:
Retention Time:
Required Volume
GPM
hours
16040.E 3
14rm7 in. ,r'.f :;rr+ rnU`6
'`�35e 5 N•ll h@ 17a#P.0 tiF#1 a 2 ll vl.lr al rtIT
tfrne. The pump rate shall nrat exceed
i,000 GPM (60:000 ,GPP). The contract
may desire a greater retention time for
ma caging Morbidity: however, work
,.ssoclated with this increased volume will
STEP 2: Design of the Dewatering Basin
Final Required Volume 16040.E
Design Depth: 3 not to exceed 3 feet
Proposed Basin Side Slopes 3 n :1 side slopes 'must he al least 1.5:1 or flatter
OPTIONS
2:J(L"o
3:i(L:V1O
Suggested To Width ft :
52
43
Su ested To Length ft :
104
129
Final De n To Width ft :
Final Design To Length ft:
150
180
Final Design Depth ft:
3
3
Verity storaga (ft)
27999.00
OK
26244.00
OK
ents:
EXCAVATION AND DEWATER SEQUENCE
1. ALL PIT PIT AREA WILL BE EXCAVATED USING TYPICALS 1 AND 2 AS SHOWN
ON PLAN SHEET 2. THIS EXCAVATION WILL BE JUST ABOVE THE WATER TABLE.
NO DEWATERING WILL BE NEEDED.
2. NEXT EXCAVATION WILL BEGIN IN THE SOUTHEAST CORNER OF THE PIT, NEXT
TO THE 150' BUFFER AS SHOWN ON PLAN SHEET 2. SEE TYPICALS 3-5. PLAN
SHEET 2.
THE 150' IS SO THAT WE DO NOT DAMAGE OR DRAIN THE EXISTING WETLANDS.
EXCAVATION WILL RUN TO THE SOUTH WEST CORNER OF THE PIT NEAR THE HAUL
ROAD. THIS EXCAVATION WILL BE 20'-25' IN WIDTH AND WILL EXTEND DOWN 10'
TO 127. MATERIAL WILL BE CAST INTO PILES ALONG THE EXISTING PIT FLOOR TO
DRY.
3. THAT THIS POINT WE WILL START DEWATERING. PUMP WILL RUN ABOUT 3 HOURS
A DAY NOT TO EXCEED 100,000 GALLONS PER DAY.
BASIN IS DESIGN FOR 1000 GALLONS PER MINUTE WITH A 2 HOUR RETENTION
TIME.
4. EXCAVATION WILL CONTINUE IN THIS METHOD UNTIL ALL AREAS OUTSIDE THE 150'
BUFFER ARE COMPLETED.
5. ONCE ALL AREAS OUTSIDE THE 150' WETLANDS BUFFER ARE REMOVED. DEWATERING
WILL STOP.
6. AREAS THAT ARE IN THE HATCHED AREAS AS SHOWN ON PAGE 2, WILL THEN BE
REMOVED, WITHOUT DEWATERING. MATERAIL WILL BE CASTED UP INTO STOCK PILES FOR DRYING.
Vacuum -Assisted Open Trash / Sewage (TSV)
The automatic -priming TSV series is ideal for general site
dewatering, sewer by-pass pumping applications, emergency
flood response, and any other applications that require the
transfer of liquids that contain solids. The low maintenance TSV
series is able to run dry attended, operate in snore conditions,
and is easy to operate. The high air -handling priming systems
allows for quicker priming times so you can start pumping faster.
Consult Thompson Pump for options, accessories, applications
assistance and alternatives.
Applications
Construction: Dewatering excavations, canals and
sumps; groundwater dewatering with wellpoint systems
or sock underdrains; bypassing sewers and bodies
of water; extended Bumping; wellpoint dewatering;
groundwater dewatering; water supply from wells or
canals; hosing down concrete castings
Civil Engineering Sewage pumping; flood drainage;
fire fighting; recovery of hazardous liquids
Waste Treatment: Sewer bypasses; mud or solids in
suspension; dosing neutralizing liquids; pumping
out sludge
Mining: Wash -down operations; tailings; high head/high
volume applications
Industrial: Transfer of clean or dirty liquids, mud or
solids in suspension; low viscosity petroleum products
Agricultural: Surface irrigation; liquid manure
oxygenation; transfer and spraying fertilizers or manure
Alternate pump end materials available for corrosive liquids
A?odel Specifications
Maximum'
Maximum*
Maximum`
Unit
Size Capacity
Head
Solids
Model
(In.) (GPM)
(Ft.)
(In.)
4TSV
4 930
112
3.00
6TSV
6 1,460
150
3,00
8TSV
8 2,600
160
3,35
s-u <.reerarsc ezae, aar.
s
Features
All the features of Thompson's TS Series
Open Trash/Sewage Pumps and more...
• Automatic dry priming and re -priming to
30 feet
• Quick dry prime from 15 feet in 15 seconds
• Heavy-duty cast iron construction for long life
• Large solids handling capacity
• High flow and high head capacity
• 2 or 3-vane ductile Iron impellers available
• Cast iron rubber -lined, abrasion -resistant
wear plate
• Dry running abrasion -resistant tungsten
carbide mechanical seal with Viton
eiastomers
• Safety shutdown control panel standard
• Various diesel or electric motor options
• Simple low-cost maintenance
-..
_ .
rev
o im sc 'so Soso ;y,�_ iW rax, mo zm as,
Maximum Capacity (GPM)
SHEFT 6 OF
GG� SUE
50�
CZ
SR 1002
'Z� SR 1516
\'``o
Q0�
• AVT tD 9CAIS
►i+llzNvrl$P1
Lennons
Crossroads
SURVEY PLAT NOTES:
1. PROPERTY LINES ARE SHOWN TO THE CL OF'
HIGHWAYS.
2. AREAS WERE OBTAINED BY COORDINATE
COMPUTATIONS.
a ADJACENT LANDOWNERS TAKEN FROM
CURRENT TAX INFORMATION AND RECORDED
DOCUMENTS OF COLUMBUS COUNTY
REGISTER OF DEEDS, OR CLERK OF COURT':
OFFICE.
4. NO NORTH CAROLINA GRID MONUMENT
WITHIN 2000' OF PLATTED PROPERTY
5. THIS IS NOT A BOUNDARY SURVEY.
BOUNDARY INFORMATION TAKEN FROM
PLAT BOOK 69 PAGE 02 AND DEED BOOK
841 PAGE 43.
43.91 t OLD PIT AREA
28.85 f NEW PIT AREA
72.76f TOTAL PIT AREA
66.41f TOTAL EXCAVATION
1.37t TOTAL HAUL ROADS
4.98t TOTAL BUFFERS
27.32t ADDITIONAL EXCAVATION AREA
00.00t ADDITIONAL HAUL ROADS
01.53t ADDITIONAL BUFFERS
SEAL
OP�N CAR[3 `0
SEAL
L-42113
Si
jlZ
LEE
I HEREBY STATE TO THE BEST OF
MY KNOWLEDGE AND BELIEF, THIS
PLAT IS PREPARED IN ACCORDANCE
WITH THE STANDARDS OF PRACTICE
FOR LAND SURVEYING IN NORTH
CAROLINA
BLYTHE LEE'JORDPb PIS L-4283
LEGEND
O
EXISTING IRON CORNER
•
MAG NAIL SET
•
IRON SET
f _- 7_11
WETLANDS
300450'
- RVEY FOR
FRANK HORNE
CONSTRUCTION, INC
TATUM TOWNSHIP COLUMBUS COUNTY
NORTH CAROLINA
FIELD DATE : NOV 2019 CREW: BLJ\ABJ
PLAT DATE : MARCH 01, 2021 DRAWN BY: BLJ
SURVEY & PLAT BY:
BLYTHE L. JORDAN
PROFESSIONAL LAND SURVEYOR
L 873 SPENCER ROAD
J FAISON,, N. C. 28341
i (910) - 840 - 5208