27-55 Mine Map 20201216

BY ` '' � N MINE DEVELOPMENT PLANS FOR o�qa a W C V m
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MOYOCK TOWNSHIP CURRITUCK COUNTY NORTH CAROLINA P
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MANAGER/ ALLIED PROPERTIES, LLC ENGINEER: Bissell Professional Group W N n
APPLICANT: JUSTIN M. OLD, AGENT P.O. Box 1068 o
417 CARATOKE HWY, UNIT D Kitty Hawk, N.C. 27949
MOYOCK, NC 27958 phone: [phone] 2 E
252-435-2778 ° `
fax: [phone] 14 o
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email: davek®bissellDrofessionatprou D.com _ c w
IT Sheet List Table
Sheet Number Sheet Title
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Wae c 1 COVER SHEET, DEVELOPMENT NOTES �c SITE LOCATION z z q
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2 EXISTING SITE CONDITIONS 8c SITE FEATURES MAP o RcoaR
3 HAUL ROAD AND RAILROAD CROSSING PLAN AND DETAILS > o 8Er'
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4 MINE EXCAVATION PLAN AND MINE RECLAMATLON PLAN Q N t
5 TYPICAL CONSTRUCTION NOTES AND DETAILS x o60"j�
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VICIMTY MAP SCALE: 1" = 4,000' ; a
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GENERAL NOTES: OPERATION SUMMARY:
1. APPLICANT: ALLIED PROPERTIES, LLC • - /6 0
THE MINING OPERATION WILL CONSIST OF THE EXCAVATION OF SOILS 'WITH ASSOCIATED GRAVEL HAUL ROAD, TICKET TRAILER, DEWATERING 8, K
417 C OLD, AGENT
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MEASURES AND SCREENING IMPROVEMENTS.
417 CARATOKE
TOKE HWY, UNIT D m
MOYOCK, NC 27958
THE FOLL SUMMARY PROPOSED MINE OPERATIONS;OWING IS A SRY OF THE ONS. J •qT
252-435-2778
1. THE ANTICIPATED AVERAGE DAILY TRAFFIC LOAD COUNT IS 50 LOADS, KITH ONE TRUCK LEAVING APPROXIMATELY EVERY 12 MINUTES. AN - )., }�„-1" /f \ F \\ ,�` Of
2. PROPERTY OWNERS. LYAR GREENED RDEN C. R SA B. MARTIN,
E. OR C. BRED OCCASIONAL LARGE JOB MAY INCREASE THE TRAFFIC LOAD TO APPROXIMATELY 100 LOADS PER DAY, WITH ONE TRUCK LEAVING EVERY 8 / �„ -fY/ y W 0
CHARLENE B. DARDEN, TERESA B. MARTIN, VICTOR C. BALLANCE, MINUTES. fff 4,\�q \ _.. � Z
RONNIE W. BALLANCE, OLIE A. BALLANCE, BURUN ROGERS, JR. Y
2. EXCAVATION WILL CONSIST OF STRIPPING OVERBURDEN AND DIGGING DEWATERING RECHARGE DITCHES THAT WILL BE PERFORMED BY TIE USE OF
3. SUBJECT PROPERTY: (5) EXISTING PARCELS TOTALING (358.9 ACRES) AND LOCATED ALONG THE SOUTH SIDE OF CARATOKE AN EXCAVATOR. THE EXCAVATOR WILL EITHER STOCKPILE MATERIAL OR USE DUMP TRUCKS TO HAUL MATERIAL TO OTHER LOCATIONS WITHIN \
HWY (NC 168). THE PROPERTY IS DIVIDED BY THE CHESAPEAKE AND ALBEMARLE RAILROAD THE PROPOSED MINING AREA.
RIGHT-OF-WAY AND CROSSED BY THE DOMINION POWER RIGHT-OF-WAY.
RECORDED REFERENCE: D.B. 1408. PG. 380: D.EL 1230. PG. 187 - CCRD 3. LOADING OF SAND ON DELIVERY DUMP TRUCKS WILL BE DONE BY A RUBBER TIRE FRONT END LOADER AND A EXCAVATOR OPERATING AT THE Q 4
PINI;0023-000-0040-0000, 0023-DCO-0046-0000, 0023-000-0047-0000, 0023-000-0048-0000 MINING AREA ENTRANCE.
G023-000-0049-0000
MOYOCK TOWNSHIP, CURRITUCK COUNTY, NORTH CAROLINA 4. TRUCKS ENTERING THE MINING AREA WILL BE REQUIRED TO STOP AT THE TICKET TRAILER TO RECEIVE LOAD TICKETS AND INSTRUCTIONS UPON
4. PROJECT AREA: PROPOSED MINE EXCAVATION ACTIVITIES WILL OCCUR ACROSS THE PORTION OF PROPERTY LOCATED SOUTH OF ENTERING THE MINING AREA. SPEED LIMITS WILL POSTED ALONG THE ACCESS ROAD TO THE MINING AREA AND WILL BE STRICTLY ENFORCED.
THE CHESAPEAKE AND ALBEMARLE RAILROAD RIGHT-OF-WAY THAT TOTALS 8.328,773 SO.FT.t (191.20 AC.) 5. A DEWATERING PUMP WALL BE PROVIDED TO LOWER THE STATIC WATER TABLE AS MINING PROGRESSES. SEE THE DEWATERING SUMMARY THIS •'� � -
IN AREA. ACCESS TO THE EXCAVATION AREA WALL BE PROVIDED VIA A VARIABLE WIDTH EASEMENT PAGE FOR ADDITIONAL DETAILS. `. { _ r Z
ESTABLISHED ACROSS A REMAINING PORTION OF THE COMBINED PROPERTY THAT EXTENDS FROM HWY 168 TO
THE RAILROAD RIGHT-OF-WAY 6. A MOTOR GRADER WALL BE PROVIDED AND OPERATED TO MAINTAIN THE ACCESS ROAD AND OTHER AREAS OF THE MINE AS DEEMED Z W
NECESSARY. A WATER TRUCK WILL BE PROVIDED TO MAINTAIN DUST CONTROL ALONG THE ACCESS ROADWAY AND MINING AREA. A SWEEPING O
5. TOTAL PROPOSED PERMIT BOUNDARY AREA: 4.350.214 SQ.FT.3 (99.87 AC.) BROOM TRACTOR WILL ALSO BE UTIUZED TO MAINTAIN ANY RESIDUAL SAND AND DIRT FROM THE ASPHALT ACCESS ROAD AT THE ENTRANCE J '� lr�V1,
/
- ENTRANCE. THESE METHODS WILL INSURE THE CLEANLINESS OF THE ADJOINING PUBLIC ROADWAY. U•
6. TOTAL PROPOSED MINE DEVELOPMENT SUMMARY: 7. OFFSITE FILL MATERIAL, PRIMARILY TOPSOIL AND CLAY. WILL BE HAULED ON-SITE, TO BE UTIUZED AS BACKFILL MATERIAL FOR THE INDICATED \ - j
\ OTOTAL PROPOSED EXCAVATION AREA 2,498,412 SQ.FT.t 57.36 AG AREAS. ^y by
STOCKPILE & OPERATIONS AREA 261.360 SQ.FT.3 6.00 AC. e. THE AMOUNT OF OFF-SITE MATERIAL TO BE TRANSPORTED ON-SITE WILL AVERAGE BETWEEN 5-10 TRUCK LOADS PER DAY. \ !
RECHARGE
BERM AREA 210,000 SQ.FL± 3.33 AC. h '"'� W
9. ONCE THE RECLAMATION
MATERIAL HAS BEEN DEPOSITED AND COMPACTED REGULATIONS
THE DISTURBED AREA WALL BE STABILIZED AS SPECIFIED BY \\\` 0 RECHARGE DITCH AREA 210,000 SO.FT.t 4.62 AC. THE RECLAMATION STABILIZATION NOTES FRONDED. PURSUANT TO REGULATIONS OF THE STATE THE MAXIMUM TIME TO COMPLETE RECLAMATION U
SETTLING BASIN AREA 15,000 SQ.FT.t (0.3N AC. WILL BE (2) YEARS FROM THE TERMINATION OF THE MINING OPERATION.
HAUL ROAD AREA 315,000 SO.FT.t 7.23 AC. \ \ °
MISC. OTHER DISTURBED AREA 184,042 SO.FLt (377 AC.) 10. ANY DISTURBED LAND NOT ASSOCIATED PATH THE DAILY OPERATION OF THE MINE SHALL BE STABILIZED AND VEGETATED W/ PERMANENT i( W
TOTAL AFFECTED ACREAGE 3,608,814 SQ.FT.t (82.85 AC.)
VEGETATION AS SPECIFIED BY THE EROSION AND SEDIMENT CONTROL NOTES PROVIDED.
11. THE DEWATERING PUMP WILL BE LOCATED INSIDE THE EXCAVATION AREA, BELOW THE EXISTING GROUND SURFACE. SOUND GENERATED BY THE fygp ��G�
% MINE EXCAVATION COVERAGE 29.997% \ Fq Pl�
DEWATERING PUMP IS ANTICIPATED TO ACHIEVE AN INTENSITY LEVEL OF APPROXIMATELY 50 DECIBELS MEASURED AT GRADE, 100' BEYOND THE �i-F
7. BUILDING SETBACKS: EXCAVATION AREA. \ 4.
MAJOR ARTERIAL STREET - 50', SIDE - 15', REAR - 25'8. ZONING AND LAND USE: \FMq\
CONDITION SUMMARY:
1. AREAS VISIBLE FROM NC 168 TO BE SCREENED FROM PUBUC NEW BY USE OF EXISTING VEGETATION AND PROPOSED BERMING W/ VEGETATION. Q'
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SUBJECT PROPERTY: 2. THE HOURS OF OPERATION OF ALL MIRING RELATED HOURS
AND ACTIVITIES ON THE MINING 511E SHALL T. ESTABLISHED BY THE ACTIVITY
LICK Z Rq/SRO T a
ZONING DISTRICT: AGRICULTURAL (L & BOARD OF SATUR AYS FROM
IN M CASE SHALL THE HOURS OF OPERATION BE BEYOND SUNRISE TO SUNSET, NOR SHALL MINING ACTIVITY \ �� �4` 9� 6E / \ F-
EXISTING LAND USE: AGRICULTURAL & VACANT OCCUR ON SAIURDAYS FROM MEMORIAL DAY THROUGH LABOR DAY OR SUNDAES. � � � ,\ \ f� Y
PROPOSED LAND USE SAND MINE OPERATION (EXTRACTIVE INDUSTRY) & MINED MATERIALS SHALL hIDT,9E.S:T.DRED AM OTESS OF TYENTY-OW (25) FEET IN HEIGHT.
ADJACENT PROPERTY: Ic' O' O
ADJONER ZONING DISTRICT- LAND USE
4. ALL TRUCKS HAULING MINED MATERIAL. (I.E. SAND, CLAY, TOPSOIL) SHALL BE COVERED WTTH A TARPAULIN. O I >'"
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NORTH AGRICULTURAL AG AGRICULTURE & RESIDENTIAL 5. NO BULK WASTE, HAZARDOUS WASTE, COMMERCIAL WASTE, GARBAGE, CONSTRUCTION OR DEMOLITION WASTE SHALL BE PLACED ON SITE.
EAST AGRICULTURAL (AG) AGRICULTURE 3 02
6. NO TRESPASSING SIGNS SHALL BE POSTED AROUND E SITE BEING MINED AT A MINIMUM DISTANCE OF 25V APART INDICATING THAT A MINING ®® E) 'p�\ t rc
THE
SOUTH AGRICULTURAL AG AGRICULTURE OPERATION IS BEING CONDUCTED ON THE PROPERTY.
WEST AGRICULTURAL (AG) AGRICULTURE 7, DRAINAGE PATTERNS SHALL NOT BE ALTERED AS TO CAUSE FLOODING OFF-SITE. THE VALUE LEAD DITCH EXTENDING FROM THE DEWATERING }
ry 'ZONING DISTRICTS BASED ON LATEST CURRITUCK COUNTY LIDO AND ZONING MAP OUTFACE TO THE POINT WHERE IT PASSES UNDER HWY 168 SHALL BE PERIODICALLY MAINTAINED TO PROVIDE AN OPEN DRAINAGE WAY. \70 \ m
3 9d B. NO MINING ACTIVITIES SHALL ADVERSELY AFFECT SURROUNDING USE ANY PERSON OWNING OR OPERATING A MINING SITE IN A ,IT
s 9. THE PROPERTY CONTAINS WETLANDS AS EVALUATED BY THE USACOE MANNER THAT ADVERSELY AFFECTS AN IN USE WELL THROUGH CONTAMINATION OR DIMINUTION OF GROUNDWATER SHALL PROVIDE THE WELL
10. FEMA DATA:
rn THE PROPOSED MINE AREA IS LOCATED IN FLOOD ZONE X PER EL OWNER WITH A REPLACEMENT WATER SUPPLY OF EQUAL QUANTITY & QUAUTY.
R.M. PANEL 370078 8948 K & 370078 \ a
a 8040 F EFFECTIVE 12A FLO 018, CURRITUCK FLOC COUNTY• NORTH CAROLINA RECLAMATION SUMMARY: 1 i
g USE OF LAND WITHIN A FLOODWAY OR FLOODPLAIN IS SUBSTANTIALLY RESTRICTED BY CURRITUCK UNIFIED 1. WHEN POSSIBLE, RECLAMATION SHALL BE CONDUCTED SIMULTANEOUSLY WITH THE MINING OPERATIONS. ANNUAL RECLAMATION REPORTS SHALL ��L Z O
F DEVELOPMENT ORDINANCE BE SUBMITTED TO THE CURRITUCK COUNTY PLANNING & INSPECTIONS DEPARTMENT WATHIN 10 DAYS OF STATE SUBMISSION. 1*'
'c PROPOSED MINE AFFECTED ACREAGE CHART 2. THE BULK OF THE RECLAMATION WILL COMMENCE UPON THE COMPLETION OF THE MINING OPERATION. EXCAVATED MINE AREAS THAT ARE NOT - \ 0 BACKFlLLED WILL BE LEFT AS A LAKE FOR POSSIBLE RECREATIONAL PURPOSES AND/OR FUTURE COMMUNITY DEVELOPMENT. ALL STOCKPILE, Q IL
'm OVERBURDEN, PROCESSING, SETTLING BASIN, RECHARGE DITCHES AND SCREENING BERMS WILL BE GRADED LEVEL AND STABILIZED W/ PROPOSED MINE (/�o CATEGORY AFFECTED ACREAGE PERMANENT VEGETATION AS SPECIFIED BY THE RECLAMATION STABILIZATION NOTES PROVIDED. THE ASPHALT ENTRANCE ROAD AND PORTIONS - Tn
i TAILINGS/SEDIMENT PONDS/RECHARGE DITCH 5.16 AC. OF SOIL HAUL ROAD MAY REMAIN TO PROVIDE FUTURE LAKE ACCESS. RECLAMATION WILL PROCEED AT THE COMPLETION OF THE OPERATION EXCAVATION AREA w
STOCKPILES 5.16 AC, 'WITHOUT ANY PROVISIONS FOR STAGING OF RECLAMATION. \ W 0
a WASTEPILES (OVERBURDEN) 0.00 Ac. DEWATERING SUMMARY:
o PROCESSING AREA HAUL ROADS 6.00 AC. CONTINUED PIPE. THIS
OF THE MINE AREA FOR EXCAVATION PURPOSES CONSISTS OF A LOCH GPM CENTRIFUGAL PUMP WITH TE 8" DIAMETER p \
/ DISCHARGE PIPE. THIS PIPE DISCHARGES INTO THE VEGETATIVE RECHARGE DITCH S OF IS LOCATED ALONG THE AL PUMRN, EASTERN. AND I
MINE EXCAVATION (RECLAIMED AS LAKE) 0.00 AC. SOUTHERN PERIMETER OF THE MINE. WATER IS CONVEYED THROUGH THE RECHARGE DITCH INTO A 0.25 AC. SETTLING BASIN LOCATED THE
MINE EXCAVATION (RECLAIMED WITH FILL) 57.36 AC. SOUTHWESTERN BOUNDARY OF THE MINE. SEDIMENT FROM THE GROUNDWATER IS DEPOSITED INTO THE SETTLING BASIN BEFORE PASSING THROUGH A
N TOP WATER OUTLET CONTROL STRUCTURE THAT DISCHARGES TO THE ADJOINING NIWE LEAD DITCH. INLETS AND OUTLET OF THE SETTLING BASIN \ Qo
o OTHER: (BERMS/OPERATIONS/MISC. DISTURBANCE) 7.10 AC. WALL BE LINE WITH RIP-RAP TO MITIGATE EROSION. \\\\
`:.' TOTAL AFFECTED ACREAGE 82.85 Ac. PUMPING OPERATION AND MONITORING PLAN: I :
o
PUMPING OF GROUNDWATER FROM THE PROPOSED MINING OPERATION IS LIMITED TO (3) CONSECUTIVE DAYS OF CONTINUOUS PUMPING FOLLOWED BY C5
m (4) CONSECUTIVE DAYS NON-PUMPING. AVERAGE, GROUNDWATER PUMPING RANGES FROM } 3 DAYS CONTINUOUS PUMPING FOLLOWED
CARpI�/
_ THIS TABLE PROVIDES AFFECTED ACREAGE LIMITS FOR PURPOSES F NCDEQ RECORDS BY 2 - 5 DAYS OF NON-PUMPING. THIS PUMPING
PALL PING CYCLE OPERATE FOR THE DURATION OF THE
MINING PERMIT, OR UNTIL MONITORING
� INDICATES THAT THE GROUNDWATER PUMPING DEMONSTRATES ADVERSE IMPACTS ON THE ADJACENT WETLAND HYDROLOGY.
a
Q�
N MONITORING WELLS WILL BE PLACED ALONG A TRANSEPT LOCATED BETWEEN T PROPOSED MINE AND THE WETLANDS AT THE SOUTH PROXIMATE q °
c LINE. THE TWO MONITORING WELLS WILL PLACED APPROXIMATELY 50 FEET CENTER ADJACENT TO THE RECHARGE DITCH AND APPROXIMATELY JIR„
75' FROM OFF-SITE WETLANDS. WATER ON LEVELS WITHIN THE WELLS WILL MONITORED TO PROVIDE DATA TO WHETHER THE GROUNDWATER /
PUMPING ADVERSELY EFFECTS THE WETLAND HYDROLOGY. MONITORING OFF THE EACH WELL TAKES PLACE ON
A WEEKLY BASS, AND WRITTEN /
N SYMBOL DESCRIPTION SYMBOL DESCRIPTION REPORTS ARE SUBMITTED TO THE NORTH OFFICECAROUNAO DIVISION OF WATER QUALITY AT SIX MONTH INTERVALS OR UPON FILE. . ONE COPY OF THE /
REPORTS WILL BE SENT TO THE CENTRAL OFFICE OF DWQ, AND ONE COPY SENT TO DWQ'S WASHINGTON REGIONAL OFFICE.
9 WETLANDS IMPACT:
EXISTING POWER POLE PROPOSED PERMIT BOUNDARY IT IS PROPOSED THAT RESULTING IMPACTS TO THE ADJACENT WETLANDS WILL BE MINIMAL, IF ANY, NTH THE PROPOSED DEWATERING. THE O b'
� CONSTRUCTION OF THE RECHARGE DITCH WILL ENABLE WATER PUMPED FROM THE MINE TO INFILTRATE BACK INTO THE GROUND AND THEREBY
- - - - PROPOSED DISTURBANCE BOUNDARY REPLENISH THE SURROUNDING GROUNDWATER TABLE O
SCHEDULE
ALSO, BY ADHERING TO PUMPONG SCHULE AND MONITORING DESCRIBED ABOVE, IT IS O DATE
EXISTING CULVERT PROPOSED" MINIMAL IMPACTS, IF ANY, WILL RESULT ON THE SURROUNDING WEI AND HYDROLOGY. 12/07/2.0 1"=SOLI'
:
PROPOSED EXCAVATION AREA
DESIGNED: CHECNED
------ EXISTING 404 WETLAND LINE -_.-
- PROPOSED SCREENING BERM OWNER CERTIFICATE BPG MSB
EXISTING RIGHT-OF-WAY WN. AMrs D.
r •••- PROPOSED RECHARGE DITCH I, OWNER/AGENT DO HEREBY CERTIFY THAT I WILL DEVELOP THE PROPERTY IN ` /
-------
EXISTING PROPERTY BOUNDARY ACCORDANCE WITH THE APPROVED PLANS WHICH WILL BE CONSTRUCTED OR MAINTAINED SO THAT SURFACE ` " "• SHEET:_
�s PROPOSED HAUL ROAD WATERS FROM SUCH DEVELOPMENT ARE NOT UNREASONABLY AND CHANNELED ONTO LOWER
EXISTING RAILROAD CENTERLINE f II IIIII1111 ADJACENT PROPERTIES AT SUCH LOCATIONS OR AT SUCH VOLUMESLIMES ASS TO CAUSE SUBSTANTIAL DAMAGE TO
'a �T
N EXISTING SURFACE CONTOUR PROPOSED STOCKPILE AREA SUCH LOWER ADJACENT PROPERTIES. IN ADDITION, THE DEVELOPMENT WILL BE CONSTRUCTED OR MAINTAINED .. ..
< --' SO THAT IT WILL NOT UNREASONABLY IMPEDE THE NATURAL FLOW OF WATER FROM HIGHER ADJACENT LE:CAD FILE:
OF
EXISTING TREELINE (APPROX.) 9 PROPOSED MONITORING WELL PROPERTIES ACROSS SUCH DEVELOPMENT, THEREBY UNREASONABLY CAUSING SUBSTANTIAL DAMAGE TO SUCH 472500M1
HIGHER ADJACENT PROPERTIES.
E EXISTING DITCH CENTERLINE PROJECT NO:
DATE:_- OWNER/,AGErt,T: SITE OVERVIEW MAP
SCALE: 1" = 500' 4725

SOILS LEGEND /� - EXISTING AXLE o ; v o
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SOILS LINE I 1 / \ / \\ N31/4Q i6•E 8,
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' EXISTING AXLE \ 1 - _ - 1 I 1 \ 'fn I 0
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Cb CONABYMUCK / /v -�� � 1 - - - - - - � vv v LLuooNw
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\ � I / / \ , � � ' / -� 16' LANE UNIMPROVED
/ 10 NN
SCS - SOIL SURVEY OF CURRITUCK COUNTY ` \ \ / ' / - / I 9
---•- SY 22 ' / A S80' 38' 40"E 1 1 ' v 12 >
531' 46' S7"W _ 119.85 -� Y■1 7• 66 O5' vl a
p \ y 66.11 I I I N31' 46' \ J I \ \
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EXISTING PROPERTY
6 LINES TO BE VACATED - - o
LIMIT OF WERA�ID REVIEW °
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,CULVERT / / \ 1 \ 1 �dTERLINE OF DITCH I - - 5 / IF�1 a O Z
7V STEEL 1 / / - 02 O O
W I wnTIEERs aFAD D�ITC - B 17 Q u
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CULVERTS -_ _ - ' \ i / _ q O
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/ PROPERTY 11NE FOLLOWS
\ / CENTERLINE OF DITCH
` I N31' 47' 56"E_1260.51' _ _--- �
v / � l _ / A 1 .
MI
I � - �i 18 � a¢
WATERS of 114E U"s. -r=--- � / 1 �o ' I AI r 1 v v ��IF-�,
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PROPERTY LINE FOLLOW6
CENTERLINE OF DITCH
27
16"HDRE / IB' HDPE 1 \ 1 y/ I WIRE
NV.: 214 / A I FARM
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LIST OF ADJOINING PROPERTY OWNERS
O NOW OR FORMER OWNER NAME RFFFRF_Ntr \\ \ \ �_� �i \ �A \ I `yam ,MA / p n
N I. BRENDA BROWN LANKFORD, D.B. 73, PG. 633 \ \ \ 1 \ ' 1 / 'pF,. / \ ZONE AE(4) L \ / h ' e1-FEMA--� �e -A` '`FMq \ �4 / / � i \\ I: �` \
2. CYNTHIA B. BROADDRICK D.B. 14, PG. E/00 SybB. \ \ 1 \ I / / - i ti QUr" \ i _ / _ _ - _ _ /I I ` \ ,^ I ( \/ \ \ I I / - � f2' _ , / y FEMq \ P/ / I
s PATRICIA B. WOODWARD \ \ \ 1 / _ \ / ` v / ( / / SA' �-J FEMA ZONE \ d - [' 1 ' 32
In CHARLES B. BURGESS \ s I 1 / _�' , / - / I v ` / I r / a \ SHADS X bN`,. �dW�✓/ \ , a� \
MELISSA B. GORNY \/i. \ I \ •_�- / 1 / 7C ` / / i \ / - _ _ h \ I /\ F _ _ - - / \ /a / \ _ _ _ / \
3. LESTER S. STEELE. JR D.B. 1480, PG528 \�y,y \ I // \ / I I / \ / Z. _ - , / ,_ / \ / I o 1 \ I Jam- - / \ / L35 3- 'L 31� \ l vW� I ,
NICHOLAS W. STEELE \\ / _ \ \ L317 1 _ 'L30 1 1 \ FEMA ry h U)
/ \sue t\ I /1 / /l \ - //, /` \ i , � 11 / \ bN \ \ \ I 3v\ Z
4. ROBERT F. BEII, JR. D.B. 16, PG. E 00 ,o I / \ / / -1 - \ Lq5 I L43' LK^ , r I / �g / \�\ /3i_ 1 ` .�E� 20NE AE(4) i / q I Z O
5. THOMAS G. GREGORY D.B. 11, PG. E/29 .� \ ` / ) - / / '- 2 - - - _ I i \ ` L28 I \ d \ \`�
6. JOSEPH. FORBES D.B. 20, PG E/153 L": I - \ ' ! /� / /, // 3 - _ - __ _ _ ( \ 6 L34 L3 \ \ c� / t \ _ 4'
'm 7. JAMES H. FEREBEE. JR. D.B. 1286, PG. 246 X\� \ _ _ _ / / _ /�- - - - - - - - - 4 L4 L40 `\ _ [26 ` \\ \ \ FEMA
o DIANE H. FEREBEE // \ - / I // ` I r _ - _ - / / - - - - -5 "' - - - -
i B. VIVIAN WILSON D.B. 20, PG. E/51 ' \ - - - - - - ` �� _ -
- � _v v �z ZONEX V w
bbWyyvyy GEORGE MERCER \ / \ / \` \ � \ \ \� ' \.` W 0
CHRISTINE BEAVERS \ f1l
CIAUDE MERCER `- _ 180.41 FE11q� /'gyp \ \ / \ ` N
a \ \ / \ - 0�'N S31' 08' 54"W �4 \ �< \_\_FT<A a+/`'Y'/ N� i I \ \ l ,/ \ N \.
GAB_ M. HARRIS _ - - _ - 66.69' -� i \ �\
c CATHY MERCER - _`
iI THELMA NORTH T,� _ �- CENTER NE OF FROG POWDITCH I (RE ONLY) 3 \\\ _ - ` \ \ \ \\�` / 3�b 4 / j
c 9. STEPHEN WILSON, HEIRS O.B. 72, PG 23 +�� _ __ - - -
o C/O MARC ARNOLD WILSON a ` `
a 10. NICHOLAS A. PERRY D.B. 1446. PG 948 LINE TABLE LINE TABLE LINE TABLE i I _'EPA
11. ANDREW & EMILY BALDWIN D.B. 1444. PG. 914 33
12. JOYCE B. SAUNDERS D.B. 11, PG. E/154 LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING FAA �FE""A ��, \ " \ _ _ \ _ 2 - _\� �_ \ , ` \ z
FLOYD E- BAILEY FEMA 69 ` \ \ \ - - \\ _ - - - " - - - �� ��� \ \ `;\ ' I
13. AMANDA GREGORY, HEIRS D.B. 72, PG. 23 a 2 `► �� =' / I CAR
LEAN ELEAZER Li 35.19 S24' 10' 03"E L16 24.60 S70' 24' 51'W L31 29.92 S47' 00' 45"W 4 : \ \ \ \\ ( I I 0 O��o,�
'D ANIA D. HUGHES D.B. 72, PG 23 `
8: 14. BEULAH M. SPELLMAN D.B. 244, PG. 168 L2 27.96 S19' 33' 34"E L17 40.43 S78' 01' 24'W L32 26.48 S35' 24' 52"W 4 ` e - ` \
15. JACKLYN W. BILLUPS
cw STANLEY M. BILLUPS D.B. 366, PG 249 \ ` \ /\ \ I '
n 16. ANDREW COPELAND D.B. 1245, PG. 689 L3 28.90 S10' 09' 47"E L18 197.89 S55' 04' 36"W L33 51.63 S32' 41' 50"W \ R70�/ \ 2\ \
c 17. SAMUEL CHAPEL D.B. 403, PG. 312 C�Q \ \\ a O
HOLINESS CHURCH L4 28,67 S21' 17' 37"W L19 119.11 S65' 43' 54"W L34 31.27 S32' 28' 29"W
N 18. SAMUEL CHAPEL D.B. 403, PG. 312 \ " \ `�F
HOLINESS CHURCH ��� \ \ ��
19. SAMUEL CHAPEL D.B. 403, PG. 312 L5 49.23 S45' 52' 38"W L2D 106.82 S73° 17' 50"W L35 56.78 S32° 03' 36"W
v HOLINESS CHURCH - -
20. TOM E ARNEY D.B. 514, PG 952 PROPERTY LINE Fouows :
VICTORIA HAMMON L6 78.31 S60' 18' 34"W L21 253.27 S69° 51' 06'W L36 41.92 S31' 39' O6"W \ 2 CENTERLINE OF CREEK - - / \ l I 1 I DATE:
0 21. TOM F ARNEY D.B. 514, PG. 952 ` /N
of VICTORIA HAMMON L7 96.53 S56' 04' 25"W L22 113.77 S76" 19' 30'W L37 70.42 S32' 03' 1B"W ' Cb - I 1 ` .' \ Isa2. 1Y tB'E / /'. \ 12/0'7/LO 1"=2U0'
a 22. TOM E ARNEY D.B. 514, PG. 952 C I\- L75 L74 L13 �I 235.39 \ I� ,�
VICTORIA HAMMON L8 147.47 S59° 39' 51"W L23 124.95 S8T 02' 03'W L38 51.33 S32' 03' 16"W / \ �/ 1 - I /
s 23. TOM E. ARNEY D.B. 514, PG. 952 / �\ _ / , \ BPCT MSB
v VICTORIA HAMMON g @1IN, y L16 \ L11 / -__ , ' 1 DRAIN: APPROVED:
c 24. TOM F ARNEY D.B. 514, PG 952 L9 92.84 S34' 08' 55"W L24 52.14 N88° 45' 21'W L39 67.13 S31' 36' 30"w _ , 34
VICTORIA HAMMON ? L10 L9' - `\ -1 / DbIK BPG
25. PAMELA & CHARLES CAHOON D.B. 1306, PG. 375 \`\ r I
c 26. CONSTANCE G. GREER D.B. 1524, PG. 8 L10 51.10 S27' 55' 32"W L25 60.68 S7T 36' 03"W L40 48.82 S31° 05' 42"W CURVE TABLE �� �� / \/e \ \� 1 /r ` SHEET:
27, ROBIN D. COWELL D.B. 109Z PG. 181 \ \ / \ �/LTG ,
� 28. JEKEITH COWELL D.B. 17. PG. E/63 111 58.18 S29' 19, 19"W L26 81.29 S75' 24' 06'W L41 60.74 S32' 17' 23"W CURVE LENGTH RADIUS CHORD BEARING DELTA �- -� `' -�' �'� 1 � / ♦ �� of
a ROBIN C. CUNNINGHAM
o WINFORD RETELL. JR. L12 53.77 NB8' 54' 29"W L27 33.02 S78' 21' 36"W L42 52.10 S32' 41' 38"W CI 300.19' 5522.69' 300.15' S53' 21' 11"E 3°06'52" 200 0 100 200 400 800 :wA �B
N 29. R.C. & LORETTA SEDLER D.B. 1491 PG 7B7990
30. NEW BRIDGE GREEK. LLC D.B. 1491, PG. 790 CAD FILE:
v 31. CHARLES L FEREBEE TRUSTEE D.B. 1394, PG. 339 L13 43.15 S85° 32' 58"W L28 22.10 S75' 54' 17'W L43 56.93 S32' 08' 17"W C2 249.63' 3247.78' 249.57' N52' 42' 34"W 4*24'14" -- \/A'
NN CAROL L FEREBEE, TRUSTEE ' H L� ��F-,.�q ` ' r 472500M1
32. NEW BRIDGE CREEK, LLC D.B. 1491, PG. 790
.III
33. NEW BRIDGE CREEK, LLC D.B. 1491, PG. 790 L14 35.85 S37° 20' 06"W L29 20.44 S53' 12' 16"W L44 44-98 S32' 28' 43"W C3 245.03' 3313.78' 244.97' N52° 47' 35"W 4'14'12" \ �'°� `� - - `35 PROJECT NO:
1411 DYI:WFI- KUMPHREY D.B. 1469. m539 '"=200' +.,-
35. JOANNE M. LENS D.B. 858, PG. 935 L75 39.94 S8' 00' 07"W L30 40.65 S61' 20' 11'W L45 5.33 S3O' 22' 47"W C4 342.73' 1706.34' 342.16' N49° 46' 05"W 11'30'30" GRAPHIC SCALE
RUTH ANN HUGHES / �/ kNN

I \i
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NC GRID NORTH I m €MaY�X
NOTES:
1. NO TRESSPASSING SIGNS VALE BE POSTED AT REGULAR m
INTERVALS NO GREATER THAN 250.
a
2. MAINTAIN NG DITCHES S WILL RES�A D BARRIERCTED TO S AS TO PREVENT AND ATVS ILLEGALY 76
I r j n
ENTRY ONTO THE PROPERTY -- - - - - - - _LIMIT OF WETLAND REVIEW
N
C y
o E
I-- _ a o
PERMIT BOUNDARY C
QT�50"MDE UNDISTURBED BUFFER PROPOSED
M
EXISTING ::r .. ::_ . ,<: -. -- - -CULVERT -- -_ - t --- --•-- `_ '=30' HAUL ROAD` , - - - - - -- -- _- - I (SEE
STABILIZE I � N
72" STEEL / .,.,': _:__ --- -- .`. , - ; - I A[LEVEL GRADE DETAIL)
a
(TO BE REMOVED) - - i - COMPLETION] I o z
PROPOSED HAUL ROAD _ - -- '-- _ 0 z o
INSTALL SILT FENCE ALONG RAILROAD CROSSING. - '- - \ `
EXISTING DITCH BANK AND (SEE INSET, DETAILS AND
U U
DISTURBANCE WITHIN 50' I OMG LJ F1 6'X9' CONCRETE w
NOTES THIS SHEET) / W
[LEAVE AT COMPLETION] � www INSTALL SILT FENCE ALONG [F-++
(SEE TYPICAL DETAILS) DISTURBANCE UNIT TO 50' EXISTING BOX CULVERT O
5 WIDE U E TYPICAL DETAILS) ITCH
0' UNDISTURBED BUFFER EACH OF EXISTING 0 R 16 O O SIDE
PERMIT._�UNN�ARY fit
- " " - '^ INSTALL SILT FENCE ALONG WILLIE LEAD DITCH •
INSTALL SILT FENCE ALONG `, P"
DISTURBANCE LIMIT TO 5DI WATERS OF THE U.S.) PROPOSED PROPOSED TICKET r�
��I� � ( DISTURBANCE LIMIT TO 50' X-
_� EACH SIDE OF EXISTING DITCH SCREENING BERM EACH SIDE OF EXISTING DITCH \ 1O0 OFFICE W PARKING
- (SEE TYPICAL DETAILS) A //////��� / M W w
` \. / SPACE [REMOVE AT o
PROPoD CULVERT P-z AREA: 3.33 AC.t (SEE TYPICAL DETAILS \, \ / Q o F"z
200 LF 72' RCP (SEE TYP. DETAIL) PROPOSED CULVERT P-1 �\ COMPLET1oN] Q a
NV. N: -O-W* [LEVEL GRADE &
Lmc OY'Rtow / Try
_- -.- INV. GUT: -O-5Yt S'PPIBIIJ$ A'] INV. IN: -1.12't ` ^qqy��� I 0
COMPLETION] INV. OUT: -1.19'tPROPOSED // \ \ FL o s
SCREENING BERM PROPOSED) \ I o w
AREA: 3.33 AC.t SCREENING BERM
(SEE TYP. DETAIL) AREA: 3.33 AC.tado f°
[LEVEL GRADE & STABILIZE (SEE TYP. DETAIL) - - xi 3
AT COMPLETION] [LEVEL GRADE & U
STABILIZE AT w
COMPLETION]
MINE
PROPOSED �-
z
- SCREENING BERM
AREA: 3.33 AC.±- PROPOSED I
. ` - - (SEE TYP. DETAIL) I
GRAVEL HAUL ROAD
[LEVEL GRADE & AREA: 7.23 AC.t
COMPLETION STABILIZE AT- i (SEE TYP. E-TAIL) F_
1 `� W[LEAVE AT COMPLETION] - � Z CIO
PROPOSED �I
ASPHALT ENTRANCE I Q+
400 WIDTH: 30' I 100 0 50 100 200 1 LENGTH:WIDTH:
LF.
DISTURBANCE BOUNDARY
(SEE TYP. DETAIL)
�-50' VADE UNDISTURBED BUFFER
[LEAVE AT COMPLETION]
PERMIT BOUNDARY GRAPHIC? SCALE
z (7�
2-1/2• FLANGEWAY o
20- (TYP. BOTH SIDES) (s MAX
FLANGEWAYS S2' HOT MIXED ASPHALT OR CONCRETE PAVING r�rI�'' U
BELOW T/R 3' MINIMUM THICKNESS TYPICAL BOTH SIDE ` Y O
4' 8-1/2" TRACK GAUGE
3' SURFACE COURSE ` U
2 1/2" (TYP.) 10'SLOPE*i°- WOOD TIE WOOD DE WOOD TIE NOOD TIE 7
3" (TYP.) 1' FLANGEWAY ,t SLOE MIN. h
>- TIE 16' TIE 16' TIE 16' TIE ----------
16* `
z ,�..IIII 3/4 OX12" TIMBER TIMBER TIE � )
p ,RED P(CREOSOTE) Imo' I� )-{ --__
(CREOSOTE) (CREOSOTE ROCK
BAL_.. 77 _.... ..... _.. V W
F SCREW ROCK BALLAST i C..)
a i
v�i I 5/8"0X6' TIMBER _ rT,
7 X9"X10' TIE
p rr�'1 SCREW E BEARING PMAD r....
Y �J - w� ��-/��' LEAVE (2) 3" SCHEDULE 40 PVC
(THICKNESS VARIES) p O� O/10 �V� O O� O O�/-��O �O/'. COMMUNICATIONS CONDUITS STUBBED
TIMBER TIES ® 19 1/2" To BALLAST I -/ v { X MARKED FOR USE BY
OUT, CAPPED AND
_ SIGNAL MAINTAINER, OPTIONAL
EXISTING C Uf E O.C. MINIMUM 2R SLOPE ,, 2% SLOPE CL
7Mf1 O' .11
/r TRESTLE ABU 7 UP TO i6' TIE 136RE RAIL 3/4"fX12' LC. 1BABER SCREW (TYP.) 10go. END DEFLECTOR
PUTS 10 WOOD TIE NON-WOVEN BITUMINOUS COATED CORRUGATED METAL CD
END DEFLECTOR DETAIL GEOTEXTILE FABRIC ORRSCCHHED LE 4 PVC PE DOWN. VII RFORATED PIE,
\ SECTION A-A (OPTIONAL) NON-WOVEN GEOTEXTILE FABRIC. DRAIN O
`-EXISTING TRESTLE 4X SCALE s: - .v
TO DITCH OR SUBSURFACE DRAINAGE Y
INSTALL 6' OF COMPACTED COMPACTED SUBGRADE TO 95% O
C/L IX W1WE LEAD DITCH INSTALLATION SUBALLAST OR HOT OR COLD STANDARD PROCTOR ASTM D-698
I... ... ... ..• ...-_.•.--••. MIX. ASPHALT (OPTIONAL) 0
1. BALLAST THROUGH CROSSING AREA SHALL BE CLEAN CRUSHED ROCK, ALLAST, 12" BELOW BOTTOM OF TIES. TOP OF SECTION AA � c..-...---...- �v2a1 Tw BALLAST TO BE 2" BELOW TDP .OF ,TIES. .TIES ITHR.QUGH CROSSINGS daE ,UD. .5 TREeAII�D &MVRDWOM 19--3/➢6" ON w
•- 25.00' tsao' PRO SIGNAL CENTERS, IN GOOD CONDITION. o
(x BUCK) 1� 2. IF REQUIRED, PERFORATED DRAINAGE PIPE RECOMMENDED FOR DRAINAGE PER RA SPECIFICATIONS. a
EXISTING CONCRETE �ul�-!
INSTALL SILT FENCE ALONG TRESTLE ABUTMENT /�� "L 3. ENDS OF CROSSING PANELS SHOULD BE CENTERED ON TIE.
EXISTING DITCH BANK AND 4. THERMITE WELDS OR RAAIL JOINTS SHOULD BE LOCATED OUTSIDE THE CROSSING. WHEREVER POSSIBLE, WELDED RAIL GROSSING OMIT TO SUIT DISTURBANCE WITHIN 50' _ R INS�SILTCE ALONG JOINTS SHOULD BE RELAYED THROUGH CROSSINGS (MINIMUM RAIL WEIGHT 115 LBS.) BEFORE NEW TIES AND CROSSING DO
(SEE TYPICAL DETAILS) EXISTING DITCH BANK AND
a DISTURBANCE WITHIN 50' PANELS ARE INSTALLED. E14D DEFLECTORS
(SEE TYPICAL DETAILS) 5. PANELS SHALL BE HANDLED CAREFULLY, SLATTED AND STACKED ON LEVEL GROUND TO PREVENT WARPAGE. B' 16' (4 LH., 4 RH.)
n EXISTING DITCH Toe 6. PUBLIC CROSSINGS SHALL BE OF SUCH WIDTH AS PRESCRIBED BY LAW, BUT IN NO CASE SHALL THE WIDTH BE LESS TIMBER LENGTH AS REQUIRED TIMBER LENGTH AS REQUIRED
o ASPHALT TRANSITION
- THAN THAT OF THE ADJACENT TRAVELED ROADWAY PLUS 2 FEET EXTENDED BEYOND EACH SIDE OF ROADWAY.
D 7. 5/8"X12" TWIN LEAD TIMBER SPIKES FURNISHED SEPARATELY. ASPHALT
E NOTES AND DETAILS
THIS SHEET FOR FURTHER 8. 3/8" DIAMETER HOLES SHOULD BE BORED IN FIELD TO PATTERN SHOWN. U) Z
DETAILS AT AL cROssNcs 9. GAGE SIDE AND FIELD SIDE PANELS ARE INTERCHANGEABLE. Z o
- 10. ALL CROSSING PANELS HAVE CLEARANCE FOR PANDROL PLATES AND CLIPS. a
® 11. USE OF 10' TIES IS REQUIRED FOR ALL NEW TIMBER CROSSINGS.
a -�T - ' 12. PANELS ARE FURNISHED FOR ANY LENGTH CROSSING IN INCREMENTS OF 8 AND 16 FEET. W
a CA HAUL ROAD ASPHALT-C/L PROPOSED HAUL ROAD ' /L
o - - ° \ w
I SEE srAxnum MawWG- I
$ I f6Vt,A LRIYr41L6
MJ
NYYNRM WHIEPERECfnPoZED /'
O '' ' K91fY(+PGIIB AM BIAGRI£iIERNG \/v ? Y
N I I ��
y 7'
10
�/ - ASPHALT Z
NOTE: TIES LEFT OFF FOR CLARITY.
ASPHALT TRANSITION � �� : � , -
=r°GR= E �WWG T CROSSING PLAN VIEW 0 CARot
R - I ,FhIHiE AREIWOORAICgE rR4tkb Al txE L4
15.0D' 25.DD' T -.I CROGGWCS TIFNWBER GF IIN4K615 Tn RF -
p Nnrnrw DN lR6 auxaicrosRa,uauxrEo
N PRO SIGNAL I '- RncKGRawoaw WAm uTrRwo =
o I (X BUCK) 1+ .-- 19 1/2" SPACING O
,:' EEESfPMNUFBF39l0=RUWMG
PLLIWNLM WIrN WMlER6LH.NQ
w � WEST RAIL EAST RAIL - - ESI�s.oFcaoernxs , ,
C TRACK V NRIXCIN%NNiNId1RFDLETHIING _�
v RAILROAD R/W A RAILROAD R/W rREArupur:cFcosmecwLTaR wwnaraWSA a' '� NUMBER OF CROSSING TIES '
' � ma�.laRGlsrEUNrproAAVERA� c6 •:L.. _ ,.,x DETERMINED BY INDIVIDUAL CROSSING
o $
a y - 1V ^ - nLwllwwWlrx mue a ......mx"x.r.,,so«.wscw 16' TIMBER LENGTH 6' TIMBER LENGTH END
DEFLECTORS T207/20 AS NOTED
n m 8 Y :,.•,"•. Eanc ""'> � nEG DATE: 1
mu,
xooNr NAr eEvnrv.EG,a RfGVWw " rnFi+.hw..e."reR,u -
av lapl.cowlrroWsw"nAmnlonaL LOCATION PLAN •� RN"`*n ' wulec o BPG MSB
ASPHALT DESIGNED: CHECKED
_ L Nx:iwce roeer�Rn.
rloTmsrxE) `i mue w° mW O
• I n16-�!4'PPWe mar °Lv°c'�iixo�ml��gw°wuckw'a�'n' 3 DRAWN: APPROVED:
3 xrRre REWGF£FLECIItE xAve lNe"ix6 -.o°.a. :.N.,
1 - omlac�ONa�WTIs aLaa No sxfim :'°e wwiwcaaWwe ASPHALT pw DIVSIC BPG
'B iLT'r'm'+n'° "e """" � 7 z� SHEET:
PROPOSED RAILROAD CROSSING INSET7I- .__-- u"°" """ ° "� N 3 5
a -ROLG'HAVLM I,- - IN�COf�RM1NWITH OF
O a? 11,III�'ln .-. por"iwr'a"�Wxrvmioum6:�niia'u iis'noe7 a°aiu,rc a6Kri�"`iazwmamiovv6c"°wRsi�sx.c:xxes. A9'HALT
SCALE: 1" = 10' -' =^
^a MATERIALS& FABRICATION TRAFFIC:
1. HARDWOOD PANELS TO BE TREATED (RA SPECIFICATIONS) MIXED HARDWOOD FREE OF GENERAL NOTE$ a`MoS'� 4Yw6�LuK'�3°1 °� �em'R °S�#""� G :o EXISTING STANDARD CAD FILE:
` EXISTING STANDARD 47250OM1
WANE. 1. NO WORK SHALL BE PERMITTED IN RAILROAD RIGHT-OF-WAY WITHOUT A FLAGMAN. I 1, �-��,E�„���11�&�`�,+,�°"`""'"°"""�"°`"1FB�'°�°"`_'"°""""'o-°`"""°'""'" wooD nEs to - 7"xs"xto' 10 - 7"x9"x10' WOOD nes
R. I wrE. . ^RVEn�veL.*wN•.,+^eI�
2. BRANDING: EACH CROSSING PANEL SHALL BE IDENTIFIED ON THE END WITH 2. AS DETERMINED BY THE RAILROAD, ACTIVE WARNING DEVICES MAY BE REQUIRED AT SECTION"B" TIMBER TRANSITION TIES NTH TIMBER TRANSITION TIES WITH SECTION"B" PROJECT NO:
MANUFACTURER I.D., MO/YR MANUFACTURED, WEIGHT RAIL. LEASEE'S COST. ELASTIC FASTENERS ELASTIC FASTENERS
SECTION"A" CROSSING PLAN SECTION"A" 4725

PROPOSED OUTLET CONTROL j I EXISTING
STUCTURE AND OVERFLOW SPILLWAY CULVERTS
(SEE TYPICAL DETAILS) VALUE LEAD DITCH (WATERS OF THE U.S.) (3) 36' CMP a
.._. .._..._..._...-..._..._ ._... ..._..._..._..._... ...-... ... ..._... ..._... ... ... 0 T N
MI BOUNDARY—... ..._... ... ..._...—...—...—._—... ...—...—...—... ...—..._...—..._.
D
INSTALL SILT FENCE ALON
EXISTING DITCH BANK AND
�`\ rn c
DISTURBANCE WITHIN 50' `50' MADE UNDISTURBED BUFFER �50' WIDE UNDISTURBED BUFFER p W c 00
DETAILS) DISTURBANCE BOUNDARRY ��
N 1 r(SEE TYPICAL {{
Ut Nt Nt Nt Nt�Nt Nt Nt Nt Mt�� ' i i tlNN� ttltl i tl®' i i i i i i i .„ i0 Om I
• ..-_a:'.... ..N....'... - ... :�- .. +"-.T-�+;.a-:..0.ir ce. _ +�.. ..... __....... -h-.i. '"...��: N. ►..: M"f..�.-n - �N.. ti Mt .. Nt ._-:Nt aa.- -:_.
O
,50 MAUL RGIiO- --
J$
OtO�ZYyN�jiH�m=
;-
R.
` \ - LA E ROAD
•... °. ,;, / ". POWER
EAGcMEME ISEE "POV R EASEME`IT NT CHOSSMG. -- nd4�LL
' -
In€
PROPOSED CULVERT P-3 PROPOSED DEWATERING - i1 NOTES' THIS SHEET FOR
` - BO LF 36' RCP RECHARGE DITCH DETAILS AND can moNs)
INV. IN: AREA: 4.82 AC.t
1.00' I
INV. OUT: 1.00,
(SEE TYPICAL DETAILS)
` PROPOSED DEWATERING [LEVEL GRADE & STABILIZE AT _` ; 6
S COMPLETION #269-125 F5 APPROXIMATE LOCATION OF.
SETTLING BASIN ] I , I L DOUBLE POE F PROPOSED ABOVEGROUND
AREA: 0.34 AC.t i #2192-226 " �._ _ U
SINGLE PGL `� PROPOSED � N
FUEL STORAGE TANK. _ pj -
` (SEE TYPICAL DETAILS) APPROVED DOUBLE WALL
` _ MINE STOCKPILE AND
TYPE DR PLACED WITHIN OPERATIONS AREA `o E
STATE APPROVED SPILL a
-,CONTAINMENT STRUCTURE. AREA: 6.O AC.f �� p
`[LEVEL GRADE & STABILIZE W °>
AT.COMPLETION]" m w
w
a
I
a
PROPOSED DEWATERING
RECHARGE DITCH ` ' � I _—
�i ® i o
AREA: DE AC.t
(SEE TYPICAL DETAILS) DISTURBANCE BOUNDARY
_ 506Uz[LEVEL GRADE & STABILIZE AT
COMPLETION] ' Z w o Z` w PERMIT BOUNDARY d p ' u °
NC GRID NORTH ♦ I Q O w °o o
DOMINION POWER EASEMENT ENCROACHMENT NOTES: ~�— H w °a
1. THE FOLLOWING IMPROVEMENTS ARE PROPOSED WITHIN THE 150' POWER EASEMENT: 5O, °
S 1.1. THE CONSTRUCTION OF A GRAVEL OR EARTHIN HAUL ROAD CROSSING THE WIDTH OF THE O ���IH H"O W rj
4 POWER EASEMENT AT THE LOCATION SHOWN. HAUL ROAD SHALL NOT BE LOCATED CLOSER E•,I /y W 0.Q
THAN 100' TO ANY POWER STRUCTURE THE ROAD MALL BE APPROXIMATELY 30' IN WIDTH az
AND TOTAL APPROXIMATELY 150 LINEAL FEET OF CROSSING LENGTH. AT COMPLETION OF THE
MINE OPERATION THE HAUL ROAD SHALL EITHER REMAIN FOR ACCESS TO FUTURE '> a y
EE S SiM�R^1_= DEVELOPMQAT OR,BE LEVEL GRAM AND STABILIA D] IN. ACrOROANCE Val IE
4 i ' 12192-227 RECLAMATION STABILIZATION NOTES. .¢ z pp.�
NOTES: ` ` 2. AS PRESCRIBED ON THE PLAN, 5V+ WIDE UNDISTURBED BUFFER STRIPS ARE PROVIDED ALONG U O d° W
1. NO TRESSPASSING SIGNS WILL BE POSTED AT REGULAR .. / �~ Q~ EITHER SIDE OF THE HAUL ROAD. O U V
INTERVALS NO GREATER THAN 250. ` • = I 3. POWER EASEMENT IMPROVEMENT CONDITIONS:
2. ACCESS WILL BE RESTRICTED TO 4WD VEHICLES AND ATVS BY 4 • .-�
MAINTAINING DITCHESTH PERTBARRIERS AS TO PREVENT ILLEGAL ` " ' - I 31 ENO ASEMENT, NO EXCEPTION.
OR MINE EXCAVATION ALLOWED WITHIN THE LIMITS OF THE POWER W 4
3.2 NO OTHER MINING OPERATION IMPROVEMENTS SHALL BE ALLOWED EXCEPT THOSE SPECIFIED �Fi~ ^ O
` 4 - HEREON AND APPROVED BY DOMINION POWER.
j C) 3.2 IN NO CASE SHALL ANY MINING ACTIVITY OCCURRING WITHIN THE POWER EASEMENT COME Gl^e34°
WITHIN 50' OF ANY POWER STRUCTURE. INCLUDING HAUL ROADS. C F;
x WaW
� O �
= WO
v2
Z
V~ 0
�•s PROPOSED ' a
MINE EXCAVATION AREA s W
TOTAL AREA: 57.36 AC.t ~J Z
4 (SEE TYPICAL SECTION) ' F-1 HjZj
` [BACKFILLED OR RECLAIMED AS A LAKE]
\`
/ '" • SINGLE POLE
O 1 / #2192-228
IL, Q / -� DOUBLE269-125 L
QI z W
PROPOSED DEWATERING �" G� ° _ o o Q LEI
RECHARGE DITCH �OF my M s CIO
AREA: 4.82 AC.t(SEE TYPICAL DETAILS) Qs c� •• .�0 f,' V o p ' Y Q.1
[LEVEL GRADE & STABILIZE AT
COMPLETION] a�G0 `• t W
moo • � � Uu W
- � Q
z
It � o
1
Y
r ` I• ► o
w
SINGLE POLE rc
9 #2192-229DO
D'
n
>
a 4
I
o
(n Z
ZO
a
m 0
0 1 _ V)
s ` Lij
> O
a I
o : s
ri
N
N
Q
o s
O
0 •: Z
n. ;A s Z �N, CAR OI����i
S
N •` ; SINGLE POLE
REOLE
CHARGE DITCH
Q�19z�zao #z266a�i2i
•ik_ AREA: 4.82 AC.t -
o (SEE TYPICAL DETAILS) / DATE: I/11111
[LEVEL GRADE & STABILIZE AT 100'
E COMPLETION] OESIONED: CHECKED:
E BPG MSB
... .. ". .... _ ;: - RAVM: APPROV
ED:
•• ' 30' HAUL ROA _ _ _ O PROPOSED GROUNDiATER D
D
E TYPICAL DE
0 100 0 50 100 200 400 `F, ` • . . . . .r• I` : <. . :'. -. _ ._ .,".: ... . '. ( / DMK BPG
MONITORING WELLS
o `M• ». >�,rr, '/ SE T ILS) / SHEET:
sT �" Nt an ttt an att gas on on Nti�s~
/
,00 DI$Tt�R�A�O� NpiN�,Y OF 5
WV
GRAPHIC SCALE < 50' WDE UNDISTURBED BUFFER / CAD FILE:
_ — n 472500MI
— � v PERMIT BOUNDARY _ """ PROJECT NO:
I 4725

SEDIMENTATION AND EROSION CONTROL NOTES: RECLAMATION STABILIZATION NOTES:
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A. GOUNRD STABILIZATION REQUIREMENTS: 0
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Q SEEDING NOTES: ,� I 9" FREEBOARD MIN. 1 5 ►{ a
The angle of graded slopes and fills shall be no greater than the angle that can be retained by vegetative I I•.� Imo o I r w
cover or other adequate erosion control devices or structures. The minimum requirement for reclamation is that all disturbed areas must be stabilized with a \\� �j, -z °°o °0 00 0° ° \` c2 o
q permanent round cover. Staged seeding is generally the most economical and efficient �j� , 0 00 0001-0
� \\Ci�� \\
In an event, all disturbed areas left exposed will, WITHIN 14 CALENDAR DAYS OF COMPLETION of an phase of P 9 9 9 9 Y \
Y P Y P reclamation practice. \\\� d�o�o � o o �gop00 ��� \��/�\i\\\i ��s o
grading, be planted or otherwise provided with temporary or permanent ground cover, devices, or structures P ,\\�\\. o ° 704o- \9{�0 0 /�\\� n o 0
sufficient to restrain erosion. 2 FT ��i� 00 0`70 'a'o 0o CD '�\\\ NATURAL °? o o
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2:1 SIDE SLOPE
Additionally, certain critical areas as identified on the plan, such as, but not limited to, perimeter dikes, The following table provides seeding specifications for the Coastal Plain Regiorr, \�� °b"ao°o o��� /�i\\` MAX GROUND
Seeding Mixture MAX AT CENTER \�\\ a o 0 0 // POSTS MUST BE 1.33 LB/LINEAR FT. STEEL WITH R_ :6 0 °N
swales, slopes steeper than 3:1, and areas located within High Quailty Water Zones, must be temporarily or 9 ��' a,°c��O o`P�C w \i\\� A MIN. LENGTH OF 5'. POST SHALL HAVE PROJECTIONS WHEN STANDARD STRENGTH FILTER FABRIC 1. USE SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF o O o z n N
Aepermanlenttabilzed ground cover l4 for Call disturbed
NDu b d areas must beprovided ON of nWITHINse of 15 WORKING DAYS in ese OR 90 areas. Species (Ibs./ac.) FABR C \\%�\\ gog i\\\f\ TO FACILITATE FASTENING OF FILTER FABRIC. INSTALL ED WIRE
UPSTREAM SIDE OF ST P POSTS. MAANUUO BE FACTURER ASINS OR OCONFORMINGICH TO IS CERTIFIED
REQUIREMENTS IN a x;
CALENDAR DAYS (whichever is shorter) following completion of construction or development, unless temporary Pensacola Bahiagrass 50 --,�,v�\\!�i\\\� INSTALL POSTS 8'O.C. MAX WHEN STANDARD EXTEED MAX.24"ABOVE EXISTING GRADE TO ASTM D 5461. FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY
FABIRC&WIRE SUPPORT FENCE ARE UTILIZED. BOTTOM OF TRENCH. INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 N d w x
stabilization is applied. SerICeO L65pedeZa 30 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A �h
Common Bermudagrass 10 FRONT VIEW INSTALL POSTS 6'O.C.MAX WHEN EXTRA STRENGTH TEMPERATURE RANGE OF 0 TO 12017. 02 4 M1 a Yew
B. CONSTRUCTION SEQUENCE: German Millet 10 FABIRC WITHOUT WIRE FENCE IS UTILIZED. 2. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD OR EXTRA
1. INSTALL ASPHALT CONSTRUCTION ENTRANCE AT LOCATION SHOWN ON PLAN. STRENGTH SYNTHETIC FILTER FABRIC. ENSURE THAT THE HEIGHT
2. INSTALL SILT FENCING IN AREAS AS SHOWN ON PLAN, AND OTHER AREAS AS REQUIRED TO PREVENT x MIN. 14 GA. x OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE
.SEDIMENTATION OF WETLAND AREAS. 1.5 y WIRE FENCING THE GROUND SURFACE. • m
Seeding Notes:
3. CLEAR AND GRUB HAUL RD. AREAS, REMOVING TREES, VEGETATION, ROOT AND OTHER MATERIAL THAT Where a neat appearance is desired, omit Korean of Kobe Lespedeza Q 9" FREEBOARDSTEEL POSTS ONLY MAX. VI 6"SPACING 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT
MIN. TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN • o
MAY AFFECT FINAL ROADWAY STABILITY. Use Common Bermudagrass only in isolated areas where it cannot become a pest. o JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH L '6
4. PROVIDE TEMPORARY STABILIZATION VEGETATION AS OUTLINED BELOW IN ALL DISTURBED AREAS. ALL o Cbo Qo 36" - ONLY AT A SUPPORT POST WITH 4 FT MINIMUM OVERLAP TO W a
Bermudagrass may be replaced with 5 Centipedegrass (5 Ibs./oc.). c, THE NEXT POST.
TEMPORARY VEGETATION MUST BE IN PLACE AS NOTED IN SECTION "A" ABOVE AND ON THE PLAN. -")� 0�� oQ `a
5. PERFORM FINAL GRADING AND APPLY PERMANENT VEGETATION AS OUTLINED BELOW. 1 y Q 2'� 2 FT 4. SYNTHETIC FILTER FABRIC SHALL BE FASTENED SECURELY WIRE
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Nurse Plants ry' O a° EACH FENCE POST NTH MIN. 50 L.B. TENSILE STRENGTH N7RE c c
C. STABILIZATION AND LANDSCAPING: o0 0 o MAX AT CENTER R ZIP TIES AT TOP, MID-SECTION AND BOTTOM. FABRIC
FINAL SLOPES IN ALL GRADED AREAS SHALL NOT EXCEED THOSE DESCRIBED ON THE PLAN. ALL SEEDING Prior to May 1 or after August 15, (temporary winter seeding) , �,o o o Qo ° E
Seeding of Rye (grain) ® 40 Ibs./ac. x HEIGHT SHALL BE BETWEEN IS' MIN. TO 24" MAX. ABOVE , a co
AND STABILIZATION SHALL BE IN PLACE AS DESCRIBED IN SECTION "A" ABOVE AND ON THE PLAN. x GROUND LEVEL ON THE UPSLOPE SIDE OF THE POSTS. EXTRA a
1. FERTILIZER: APPLY 3.000 LB./ACRE GROUND AGRICULTURE LIMESTONE AND 5-- LB./ACRE 10-10-10 STRENGTH FILTER FABRIC W/6' POST SPACING SHALL BE d 5
Seeding Dates: 12" OF 5 OR CLASS B FILTER 24" SECURELY FASTENED DIRECTLY TO POSTS. • w
FERTILIZER. TOP DRESS WITH 50 LB. ACRE NITROGEN. # 7 5
/ Aug 15-May 1, 57 STONE RIP RAP FABRIC 5. 12 INCHES OF FILTER FABRIC SHALL BE BURIED IN AN rn�
2. MULCH: APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A (see nurse plants above) # EXCAVATED TRENCH APPROXIMATELY 4 INCHES WADE AND e w o
MULCH ANCHORING TOOL. 4' TO 6' INCHES DEEP ALONG THE PROPOSED UNE OF POSTS AND
3. SEEDING: CONSTRUCT 4"W X$"D UPSLOPE FROM THE BARRIER. BACKFILL TRENCH WITH
3.a. TEMPORARY VEGETATION: IF TEMPORARY SEEDING OCCURS DURING WINTER, EARLY SPRING, OR FALL, Apr 1-Aug 15, TRENCH ALONG ENTIRE MECHANICALLY COMPACTED SOIL PLACED OVER THE FILTER
APPLY 120 LB. ACRE RYE GRAIN. IF TEMPORARY SEEDING OCCURS DURING SUMMER, APPLY 40 Seeding of German Millet ® 10 Ibs./ac. SECTION VIEW UPSTREAM SIDE OF FENCE FABRIC. DO NOT ATTACH FILTER FABRIC TO TREES.
/ 6. SILT FENCE SHALL BE INSPECTED AT LSAT ONCE A WI:EIC &
LB./ACRE GERMAN MILLET/BERMUDA MIXTURE. TEMPORARY VEGETATION MUST BE APPLIED WITHIN 30 Year Round, STEP 1 x STEP 2 x AFTER
EACH RAINFALL
HOUD THE FABRIC MAKE
ANY REPAIRS TEAR, DECOMPOSE
DAYS OF LAND DISTURBING ACTIVITY. TEMPORARY STONE CHECK DAM CONSTRUCTION x x x x IMMEDIATELY.
BECOME INEFFECTIVE, REPLACE IT PROMPTLY. h Seeding of Korean or Kobe Lespedeza ® 30 Ibs./ac.
3.b. PERMANENT VEGETATION: APPLY COASTAL MIX CONSISTING OF 50 N APRIIL 1, AND
DULYBAHIAGRASS, AND 7. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
NOT TO SCALE LOCATIONS AS NOTED ON PLAN FASTEN THE FILTER FABRIC TO THE UPSTREAM BACKFILL THE TRENCH AND COMPACT THE SOIL F °O
10 LB./ACRE GERMAN MILLET. APPLY PERMANENT SEEDING BETWEEN APRIL 1, AND JULY 15. REDUCE ADEQUATE STORAGE VOLUME NC THE NEXT RAIN AND TO
Soil Amendments: FIRMLY TO ANCHOR THE BOTTOM OF THE SILT REDUCE PRESSURE ON THE FENCE TAKE CARE TO AVOID a z
REFERTILIZE THE FOLLOWING APRIL WITH 50 LB./ACRE NITROGEN. TEMPORARY STONE CHECK DAM CONSTRUCTION SPECIFICATIONS: SIDE OF POSTS 8" WIRE FENCE IF UTILIZED. w o M
Apply lime and fertilizer according to soil tests, or apply 3,000 Ib/ac. ground agricultural 1. CLEAR, RUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL EXTEND FABRIC 8"DOWN&4"FORWARD ALONG FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. UNDERMINING EN FENCE DURING AND UNSTABLE
C) k,o
3.c. SODDING: (IF REQUIRED) PERMANENT VEGETATION - SELECT COMPATIBLE SPECIES TO PERMANENT e. REMOVE ALL FENCING MATERIALS AND uNSrnBLE SEDIMENT Z' xx z o 0
limestone and SOO Ib/aC. 10-1O-1O fertilizer. TO THE DESIGNATED
HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSAL OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL THE TRENCH. O 3
SEEDED TYPE; INSTALL WITH LONGEST DIMENSION PERPENDICULAR TO THE SLOPE AND STAPLE IF TO THE DESIGNATED DISPOSAL AREA. I DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
NECESSARY; ROLL SOD IMMEDIATELY AND WATER TO 4 AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
D. MAINTENANCE AND INSPECTIONS: Mulch: 2. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION. PROPERLY STABILIZED. Z Ll
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Apply 4,000-5,000 Ib./ac. grain straw or equivalent cover of another suitable mulching material. x x STEEL POSTS
1. INSPECT TEMPORARY EROSION CONTROL DEVICES AFTER EACH 0.5 INCH RAINFALL EVENT AND/OR WEEKLY. Anchor mulch b tacking with asphalt, roving, or netting, or crimping with a 3. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL ROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL cJ a
Y 9 P 9• 9. Y P• 9 - o
REPAIR AND REMOVE SEDIMENT BUILD-UP AS NECESSARY. BANKS. v E" ° o
2. INSPECT STABILIZED AREAS AFTER EACH 0.5 INCH RAINFALL EVENT. RILLS AND GULLIES MUST BE mulch-anchoring tool. A disk with blades set nearly straight can be used as amulch-anchoring N ,:: A-� WIRE FENCE Q! W o W
REPAIRED, RE-SEEDED AND MULCHED AS SOON AS POSSIBLE. TEMPORARY DIVERSIONS MAY BE tool. 4. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK eD - ` ' �' ' I H A w a q
NECESSARY UNTIL NEW PLANTS DEVELOP. BARE SPOTS MUST BE RELIMED, FERTILIZED, MULCHED AND DAM. --.. �1.� I •'"'?hi`:' �': i f FILTER FABRIC GO
RESEEDED AS PROMPTLY AS POSSIBLE. YEARLY REFERTILIZATION MAY BE REQUIRED TO MAINTAIN Maintenance: _ .::-,:,,,` i ! _ w I-� A x w
5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 R FLATTER, j _ co
PRODUCTIVE STANDS. Refertilize the following April with 50 Ib/oc. nitrogen. Repeat, as growth requires. May be mowed l ^f WIRE OR PLASTIC TIES Q w 01d`' w
3. INSPECTIONS SHALL ONLY BE REQUIRED DURING "NORMAL BUSINESS HOURS." only once a year. Where a neat appearance is desired, omit Sericea Lespedeza and mow as 6. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION. -�yy. '77 1 _ '� z g p F z °
often as needed. t-- ' 1 1- BOTTOM OF WIRE FENCE U d o
4. INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS UNLESS A SITE-SPECIFC T } ( g x w I¢
7. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL-GRADED MIXTURE OF STONE WITH A d50 SIZE OF 9 INCHES(CLASS B """- �"�:_ ,L f (7 AND FILTER FABRIC BURIED GO F
EXEMPTION IS APPROVED. IDii FXC/kbAf�D T(FkERir�h5 r VAL
F$RI3MrC1% WL'4mI1%Rom) YNNb A'MAWMIUM'STONE'SIZE OF'H4'INGNLS.TIRE'9TUNE'�X SE'MNDNKVE PLACED AYYO I x �' W
5. RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. THE SMALLER STONES WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY y'
6. ELECTRONICALLY- AVAILABLE RECORDS. MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS. LOCKING CAP WEATHER-RESISTANT. U OW U
7. PERFORM ROUTINE MAINTENANCE (INCLUDING MOWING AND CLEANING OF ROADWAY SWALE) ONCE FINAL NOTES: u 1•.-, 55°'
STABILIZATION HAS OCCURRED. STEEL, CAsn4c B. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP Z F W
I. BOR]HOIETOBESIXINCEIDS IMMEDIATELY AFTER CONSTRUCTION. S lP�
E. THE INTENT OF THIS PLAN IS TO: t¢rl.AsnC)rr14ER LARGERTHnNonTSIDEnIA. STEEL POST DRIVEN [•-1 �oz-- MINIMIZE THE EXTENT AND DURATION OF DISTURBED SOIL EXPOSURE. CASING) 5'-2' 9. ENSURE THAT OTHER AREAS OF THE CHANNEL SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ME NOT SUBJECT TO qq
FJOSTTNG GRADE oFCASINc. A W24"INTO GROUND A O-- PROTECT DISTURBED AREAS FROM STORMWATER RUNOFF. DAMAGE OR BLOCKAGE FROM DISPLACES STONES, -
-- STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE. WPTT CASING 2• CASING AND SCREEN ToBE STEP 3 STEP 4 SECTION A-A
-- MAINTAIN LOW RUNOFF VELOCITIES (AND PROTECT AREAS WHERE THIS IS NOT POSSIBLE). (TOR LARGER DIA) - CENTERED IN BOREHOLE. MAINTENANCE OF TEMPORARY STONE CHECK DAMS: m
-- RETAIN SEDIMENT ON SITE WITH SILT FENCING AND SILT DAMS. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (F OR GREATER) RAINFALL EVENT AND TYPICAL SILT FENCING DETAIL
B. TOP OF WELL SCREEN SHOULD REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, UMBS, OR OTHER DEBRIS WHEN NEEDED.
THIS PLAN REPRESENTS MINIMUM SEDIMENTATION AND EROSION CONTROL MEASURES. ADDITIONAL MEASURES AND NEAT CEMENT GROUT NOT BE ABOVE MEAN Inch NOT TO SCALE LOCATION AS NOTED ON PLAN
Q
SEASONED WATER LEVEL. REMOVE SEDIMENT ACCUMULATOR BEHIND THE DAMS A NEEDED TO PREVENT DAMAGE M CHANNEL VEGETATION, ALLOW THE Z
DEVICES MAY BE REQUIRED AS CONSTRUCTION PROCEEDS. � Y]�.ETTLBD BENTONIIE CHANNEL 70 DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD �
STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 0
IY 4.CASING AND SCREEN MATERIAT•
PLANTINGS ALONG TOP OF BERM CLEAN WASHED TO BESCH.40PVC. 5D'
STABILZE AND AS REQUIRED TO ACHIEVE A TOTAL OR GRAVEL UNDISTURBED BUFFER 50, U
VEGETATE BERMS. SCREEN HEIGHT OF 20' 5.WELL HEAD TO BE LABIRT UNDISTURBED BUFFER
WITH MCIDLY VISIBLE WARNINGIX
r71
5'WELL SCREEN SAYING:"WELD.IS FOR F•L� Q
MONITORING AND NOT V)
(SLOTTED PVC) CONSIDERED SAFE FOR M 1- 1(- ~ Z
I DRINIONG". j RECHARGE DITCH AS RECHARGE DITCH AS N
NOTED ON PLAN NOTED ON PLAN
z 3 \a• 5' I Js�I 6.WELL TO BE AFFORDED Lou SEE DETAIL THIS SHEET W =
1 REASONABLE PROTECTION ( ) U
1 - -•-j `� (SEE DETAIL THIS SHEET) M
GROUND WATERMONiTORING WELL AGAINST u o �� a In HAUL RD. m a
1 \ ( \ NATURAL GRADE �Cl1 uIIAI�Ld\1\\�\( 1.5't _ HAUL RD. Of
_ •1 `;% ,vy' i.y > : , . _V AVG. EX GRADE F- WIDTH: 30't
ELEV.: 6.0' MSLt N_ AVG, EX, GRADE
2.0 t DEWATERIN PUMP WIDTH: 30't
E DETAIL SHE - F-
^\ y\ NORMAL WATER LEVEL / - Lt'
(SE THIS ET) o ELEV.:
TYPICAL EARTHEN SCREENING BERM SECTION "v
NOT TO SCALE SECTION VIEW 36- \\1� 25 DEPTH GE U O
�La45J*VAION z
15't - WEIR RENIG SHBOARD \ / �\ \ gppROX BOTTOM ELEV.: -19.0' MSLd: F+i
2't 15't : - a.o t h
ALUMINUM FLASHBOARDS - % BOTTOM WIDTH VARIES ` / U
� Fr•iI' n
ST
NATURAL GRADE CA FOR BOARDS 64 CANRET� BASE
1A111a1_ \ , ( 1, ,�I\��\\�� AVG. EX. GRADEINV.B W TYPICAL MINE SECTION
' oll III - .o NOT TO SCALE SECTION VIEW W
(111✓_ ELEV.. 6.0 MSLt s' SHOULDER
's FRONT VIEW 5' SHOULDERIIII
V�\s. ,:AVy'° UNE SPILLWAY WITH i' 15'
tee, A APPROX BOTTOM GEOTornLE FABRIC AND z
CLASS "A" RIP-RAP HOPE OUTLET PIPE
�,. �.t i. .� C :•- v`. i ` VAS env .. ELEV.: 1.0' MSL.f DIAMETER: 24" 1 a Fr. 1/4"15 rr ---_ O
CAST IRON FRAME & GRATE (TYP.) 1*/FT. F-
\ VV LENGTH: 40 LF.
>// TOP OF BANK INVERT IN:1.1' � 3 \ `\ C '
Y
STABILIZE DITCH RANK �L SPILLWAY REST INVERT OUT:1.0' ��y�� tF- )I a > �;� ,�. ,�, ,y �� 1 I \ _ 3 1 U
i
TYPICAL DEWATERING RECHARGE DITCH SECTION 1�
SECTIUM,VIEW, Lv� rS' - /, - a. s .�-�..ri-•,ri v '�'' -
� 1 I
LIE OUTLET WITH .. �.. �7 _a
hEOTELINE FABRIC AND ,q PRECAST CONCRETE W\ w "{'�`
CLASS •A" RIP-RAP FLASHBOARD STRUCTURE PREPARED AND GRADED SUBGRADE - d
(NON-PERFORATED) 5.5" B-25.OB AGGREGATE BASE COARSE
° �!/II 1'I 3.0" I-19.OB ASPHALT INTERMEDIATE COURSE S_AB ELEVATION m
c' INV f ��\ 64 CONCRETE BASE, - INV -_ 7. 1.5" SF-9.5B ASPHALT CONCRETE SURFACE COURSE
i GRADUATED SEDIMENT BENCHMARK
,�
CHECK BASIN AFTER LARGE RAIN v ----_- - - i `v � TYPICAL ENTRANCE ROADWAY SECTION
a EVENTS. REMOVE SEDIMENT AND ..r>. �- [,' \�\ <-
o RESTORE TO ORIGINAL DESIGN VOLUME I -
WHEN BASIN IS ONE-HALF FULL \ \:� NOT TO SCALE SECTION VIEW
BASIN SIDE SLOPES: 3.1 MAX (H:V) ``F�(0 OUTLET CONTROL STRUCTURE DETAIL SECTION VIEW Z o
dNORMAL STORAGE ELEV.: 4.0't6.0't • 00 SjORgcF \\` CE SITS UNIE AERPBRIAP R N INLET W/ NOT TO SCALE _ r----` ---30' HAUL ROAD- , \\/\ \ f1)
0 0
i BASIN BOTTOM ELEV_: 1.0't Sao �73, --- - RECHARGE DITCH W
a FREEBOARD 2' y�,, •• sOyr (SEE DETAIL THIS SHEET) W
• �iN EXTEND 9 WAGE WARE TO BASIN OR DEWATERING PUMP -- - -
o STORAGE DEPTH 3' pq INSTALL T-POST TO ANCHOR 8" SELF-PRIMING DISCHARGE PIPE
• AND SECURE TOO SIDE OF POST
o • DRAPE BAFFLE MATERIAL OVER WARE CENTRIFUGAL \ \ \ \\ \ \ \ \ \ )
STRAND AND SECURE MATH PLASTIC TES
•.
o �0 AT POSTS AND ON WIRE EVERY 12" 4' MAX MODEL T8A3S-B] \/�\�\/\\ \ \\ \/\� X\/Z\�
GORMAN-RUPP
w EMERGENCY SPILLWAY �• I-- -� ,�\/ , '�(OR EQUAL) \'C'\y/\ \ \//
REST ELEV.: 4.5't FI
\y\%
SPILLWAY WIDTH: 10't O POROUS BAFFLES 9 GUAGE MIN. HIGH TENSION WIRE VARIABLE /\/\/•• Dy STRAND SHALL BE SECURED TO POST z ' C A R a
c •• ,$Q (SEE DETAIL) TO SUPPORT BAFFLE MATERIAL DEPTH / / / / / / / ,(\ / �i/i
SPILLWAY DEPTH: 7.5'3 � l y /\\/\/\ J ' \lam �.. /\,
a SIDE W/ GE EX MAX (H:V]
UNE W/ GEOTIXTILE FABRIC Off' 1•. ,�\/ / /\/,�/�/�/� ., /
o & CLASS "A" RIP-RAP
/ % • ' P�� DEWATERING PUMP
SECURE BOTTOM OF BAFFLE \\\\//��\\� -
/ S� NOT TO SCALE -
N // • TO GROUND WITH 12" STAPLES
// • BAFFLE MATERIAL AT 12" MAXIMUM SPACING
v / // OUTLET CRTROL CRITICAL IMPROVEMENT 700 G/A/' COIR EROSION BLANKET \ KF�'%�;:\\�\\�f\ \\../\\�\\/\\\�� �\\�\ �\ ,\\�\\�\\�\ �\/i\ \\�/ \� `e • \SEDIMENT BASIN MUST BE STABIUZED NOTES
STRUCTURE WITHIN 7 DAYS OF COMPLETION
AFFLE MATERIAL
(SEE DETAIL)
1. INSTALL THREE (3) COIR FIBER BAFFLES GATE: H1111 &IIII
n V• STRUCTURENPI EL IN SEDIMENT BASINS AT DRAINAGE 11 W oEscNeo: cRscicEo:
a OUTLETS WITH A SPACING OF 1/4 THE ISNoS�Ne 5' 12/07/20 N/A
(SEE DETAIL) BASIN LENGTH. STAPLE OrR.) nd a AOF
5'
BPG MSB
2. TWO (2) COIR FIBER BAFFLES SHALL BE 6 '� 15 /5 I 6 DRAWN: APPROVED:
TYPICAL DEWATERING SETTLING BASIN DETAIL INSTALLED IN SILT BASINS AND DAMS
NOT TO SCALE LESS THAN 20 FT. IN LENGTH WITH A
v SPACING OF 1/3 OF THE BASIN LENGTH. Y 3 -1• 1•�i'r f+ '(- `O DMR $PG
CONSTRUCTION SPECIFICATIONS J - 3
ti 1. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED. CLEAR, GRUB AND STRIP AREA. PROPERLY DISPOSE OF OBJECTIONABLE MATERIAL 3. TOP HEIGHT OF THE COIR FIBER BAFFLES ' 10 1 / y in s
2. CONSTRUCT EMBANKMENT IN LIFTS OF 9 INCHES AND MACHINE COMPACT. ENSURE MATERIAL IS FREE OF ROOTS, WOOD AND OTHER OBJECTIONABLE MATERIALS �COMRACT SUB(XCADr 1 t SHEET:
SHALL NOT BE BELOW BASE OF
3. SHAPE BASIN TO SPECIFIED DIMENSIONS.
v EMERGENCY SPILLWAY ELEVATION. -
p 4. PLACE OUTLET BARREL TS FIRM, SMOOTH TO MATCH SOIL NT EMBANKMENT.
DO NOT USE SAND, GRAVEL OR CRUSTED STONE PLACE FILL MATERIAL AROUND PIPE �✓\ ,,,' ., x y �r �'\�.:. r< , l\ �,�
SPILLWAY IN 4 INCH LIFTS AND COMPACT TO MATCH ADJACENT EMBANKMENT.
� 5. INSTALL SPILLWAY IN UNDISTURBED SOIL TO THE REALEST EXTENT PRACTICABLE. ACHIEVE SPILLWAY DIMENSIONS PROVIDED. UNE SPILLWAY WiTIi NON-WOVEN �^-�.ti����.,v�� \`'+.>'��'� � --. 1 J OF ✓
NMI
a GEOTECTILE FILTER FABRIC AND CLASS "A" RIPR-RAP POROUS COIR FIBER BAFFLE DETAIL "'" 'ham` `
6. WATER MUST DISCHARGE INTO BASIN IN A MANNER TO PREVENT EROSION. UNE INLET WITH GEOTEXTILE FABRIC AND CLASS "A" RIP-RAP STONE. USE TEMPORARY CAD FILE:
5 SLOPE DRAINS OR DIVERSION WITH OUTLET PROTECTION TO DIVERT RUNOFF TO THE UPPER END OF THE SEDIMENT BASIN. msc.c 472500M1
PER DETAILS PROVIDED
0 B. AFTER ALL POROUS DEWATERIN7. INSTALL GBAFFLES COMPLETE, BAGKFILL THE BASIN AND LEVEL GRADE TO BLEND WITH ADJOINING AREAS. PROVIDE PERMANENT STABIUZATION. TYPICAL GRAVEL HAUL ROAD SECTION PROJECT NO:
vi NOT TO SCALE
4725