20231213_Mine Maps

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Sheet List Table VV
Sheet Number Sheet Title N
OCTOBER 28 , 2021 cv
C000 COVER SHEET 'am
C001 GENERAL NOTES
C002 PROPERTY OVERVIEW PLAN
REVISED 12/8/2023 C003 2021 MINE MAP
C100 EXISTING CONDITIONS PLAN N
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SHEET NUMBER
C000
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION
PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON
AUGUST 2, 2021. NORTH NA BOARD EXAMINERS FOR
ENGINEERSS AND AND SURVEYORS
LICENSE NO.C-3035

NOTES EROSION CONTROL NOTES
LAYOUT NOTES
1. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE AND ILLUSTRATIVE IN NATURE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR 1. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND REPORT ANY 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY
TO BIDDING ON THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK. GOVERNING AUTHORITIES. PLACARD TO BE PLACED AT JOBSITE ENTRANCE.
FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES
2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, INCLUDING IRRIGATION LINES.
2. EXISTING SITE INFORMATION / TOPOGRAPHIC SURVEY / BATHOMETRIC SURVEY PROVIDED BY VULCAN MATERIALS COMPANY ON SEPTEMBER 9, 2021. CIVIL & ENVIRONMENTAL CONSULTANTS, INC. IS NOT RESPONSIBLE FOR THE TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. RELOCATE EXISTING UTILITIES AS INDICATED, OR AS HAVE BEEN INSTALLED.
ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. NECESSARY FOR CONSTRUCTION.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY
3. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES (INCLUDING THOSE LABELED 3. THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN IN ACCORDANCE WITH THE SPECIFICATIONS. PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE INSTALLED BY THE CONTRACTOR IF DEEMED NECESSARY BY ON SITE
PER RECORD DATA) PRIOR TO THE BEGINNING OF CONSTRUCTION OR EARTH MOVING OPERATIONS. INFORM INSPECTION.
ENGINEER OF ANY CONFLICTS DETRIMENTAL TO THE DESIGN INTENT. 4. THIS SITE LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR THE CONSTRUCTION IN ACCORDANCE WITH
THE CITY/COUNTY. NO CHANGES TO THE SITE LAYOUT ARE ALLOWED WITHOUT THE WRITTEN APPROVAL OF THE 4. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. C
4. 48 HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES: THE ENGINEER. CHANGES MADE TO THE SITE LAYOUT WITHOUT APPROVAL IS SOLELY THE RESPONSIBILITY OF THE
NC UTILITY PROTECTION SERVICES, AND ALL OTHER AGENCIES THAT MAY HAVE UNDERGROUND UTILITIES INVOLVING CONTRACTOR. CHANGES INCLUDE BUT ARE NOT LIMITED TO, INCREASED IMPERVIOUS PAVEMENT, ADDITION / a
THIS PROJECT AND ARE NON-MEMBERS OF NC UNDERGROUND PROTECTION, INC. DELETION OF PARKING SPACES, MOVEMENT OF CURB LINES, CHANGES TO DRAINAGE STRUCTURES AND PATTERNS, 5. CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. FULL PAYMENT WILL NOT BE RELEASED UNTIL GRASS IS ESTABLISHED. C
5. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE FEDERAL, LANDSCAPING, O
GRADING NOTES
STATE AND LOCAL REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION 6. SEDIMENT SHALL BE REMOVED FROM SILT FENCE BEFORE IT IS DEPOSITED ONE-THIRD THE HEIGHT OF THE
OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR EXPOSED SILT FENCE. yV
AND SUBCONTRACTORS TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK. 1. ALL PROPOSED GRADES SHOWN ARE FINAL GRADES, TOP OF GROUND LEVEL, OR TOP OF PAVEMENT, OR GRATE 7. EROSION CONTROL MEASURES INDICATED ON THIS PLAN ARE TO PROTECT ADJACENT PROPERTIES AND WATER N
ELEVATION AT THE DRAWDOWN POINT, UNLESS INDICATED OTHERWISE. COURSES. CONTRACTOR IS RESPONSIBLE FOR FOR PROTECTING NEWLY COMPLETED WORK, SUCH AS SIDEWALKS,
6. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OWNER'S REPRESENTATIVE FOR ANY
CURBS, ETC. FROM ON-SITE SEDIMENT BY USE OF SILT FENCE, ETC. AT NO ADDITIONAL COST TO THE OWNER.
AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES OCCURRING IN THE 2. ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. �L
COURSE OF THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. d
3. CONTRACTOR SHALL STRICTLY ADHERE TO THE EROSION & SEDIMENT CONTROL PLAN PREPARED FOR THIS _w
7. CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH LOCAL, STATE, & PROJECT.
FEDERAL REGULATIONS.
8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL APPLICABLE PERMITS, AND PAY ALL 4. EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND STOCKPILING TOPSOIL, MASS GRADING,
REQUIRED FEES PRIOR TO BEGINNING WORK. EXCAVATION, FILLING, UNDER CUT AND REPLACEMENT, IF REQUIRED, AND COMPACTION.
9. ANY WORK PERFORMED IN THE LOCAL OR STATE RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH THE 5. CONTRACTOR TO REFILL UNDERCUT AREAS WITH SUITABLE MATERIAL AND COMPACT AS RECOMMENDED BY THE
APPLICABLE LOCAL OR STATE REQUIREMENTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE GEOTECHNICAL ENGINEER.
NECESSARY PERMITS FOR THE WORK, SCHEDULE NECESSARY INSPECTIONS, AND PROVIDE THE NECESSARY TRAFFIC N 0
CONTROL MEASURES AND DEVICES, ETC., FOR WORK PERFORMED IN THE RIGHT OF WAYS. 6. ALL SLOPES IN NON-PAVED AREAS SHALL BE 2:1 (HORIZONTALNERTICAL) MAXIMUM UNLESS NOTED OTHERWISE.
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10. THE CONTRACTOR IS TO PERFORM ALL INSPECTIONS AS REQUIRED BY THE NCDEQ FOR THE NATIONAL POLLUTANT 7 ALL AREAS NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLAN, z z
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT AND FURNISH OWNERS REPRESENTATIVE WITH WRITTEN REPORTS. UNLESS NOTED OTHERWISE.
CONTRACTOR TO CONTACT OWNERS ENVIRONMENTAL DEPARTMENT FOR ANY ADDITIONAL OWNER RELATED
REQUIREMENTS.
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STORM DRAINAGE NOTES
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11. CONTRACTOR SHALL IMPLEMENT ALL SOIL AND EROSION CONTROL PRACTICES REQUIRED BY NCDEQ AND FORSYTH S S
COUNTY. 1. DISTANCES SHOWN ON PIPING ARE HORIZONTAL DISTANCES FROM CENTER OF STRUCTURE TO CENTER OF o 0
STRUCTURE, UNLESS OTHERWISE NOTED. Z Z
12. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF CONSTRUCTION AND o 0
ARE TO FINAL GRADE AND ARE TO REMAIN S0, SHALL BE SEEDED AND MULCHED AS SOON AS PRACTICAL IN 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE INSTALLATION, INSPECTION,
ACCORDANCE WITH SPECIFICATIONS. IF NO SPECIFICATIONS ARE SUPPLIED, REFER TO NCDEQ EROSION CONTROL TESTING AND FINAL ACCEPTANCE OF ALL NEW STORMWATER MANAGEMENT FACILITIES CONSTRUCTION. CONTRACTOR > a
MANUAL. SHALL COORDINATE WITH ALL APPLICABLE REGULATING AGENCIES CONCERNING INSTALLATION, INSPECTION AND
APPROVAL OF THE STORM DRAINAGE SYSTEM CONSTRUCTION.
13. THE CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT o
INFORMATION. IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN SHEET IN THIS SET OF DOCUMENTS 3. ALL STORMWATER MANAGEMENT FACILITIES, INCLUDING COLLECTION AND CONVEYANCE STRUCTURES SHALL BE
FULLY DEPICT ALL WORK ASSOCIATED WITH THE PROJECT. INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES AND REGULATIONS. o N
14. BEFORE INSTALLATION OF STORM OR SANITARY SEWER, OR OTHER UTILITY, THE CONTRACTOR SHALL VERIFY ALL 4. ALL STORM STRUCTURES ARE NCDOT TYPES UNLESS OTHERWISE INDICATED. z N
CROSSINGS, BY EXCAVATION WHERE NECESSARY, AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS.
THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT HE IS NOT NOTIFIED OF DESIGN CONFLICTS PRIOR TO
CONSTRUCTION.
15. IF CONTRACTOR ELECTS TO ENTER PROJECT SITE AT A DIFFERENT LOCATION OTHER THAN SHOWN, COORDINATE
WITH ENGINEER. THIS MAY REQUIRE ADDITIONAL E/C PERMITTING AND DRIVEWAY PERMITS.
16. REFER TO OWNER SCOPE OF WORK AND LAYOUT FOR DETAILS AND TO AVOID CONFLICTS. + a
DEMOLITION NOTES 1 1 `?N N
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1. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD BY THE CONTRACTOR. 11 o u 0) o o
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2. NO TREES SHALL BE REMOVED, NOR VEGETATION DISTURBED BEYOND THE LIMITS OF CONSTRUCTION WITHOUT THE \ � --) 0~ r,
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EXPRESS WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. 1 1 W 0,a o 3 Z
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3. TREE PROTECTION FENCING SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY STANDARDS - OR - IN \ �i 0 '
ACCORDANCE WITH THE DETAILED DRAWINGS. DO NOT OPERATE OR STORE EQUIPMENT, NOR HANDLE OR STORE O a
MATERIALS WITHIN THE DRIP LINES OF THE TREES SHOWN TO REMAIN.
4. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED
TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING OR BRUISING
OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN
DRIP LINE, EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE
TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING.
5. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS
OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE IN A STATE
APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.
TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR DAMAGE ACCORDING TO THE APPROPRIATE o
UTILITY COMPANY STANDARDS AND AT THE CONTRACTOR'S EXPENSE.
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6. ALL UTILITY DISCONNECTION, REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE
COORDINATED WITH THE APPROPRIATE UTILITY COMPANY / AGENCY.
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7. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED.
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8. EROSION & SEDIMENT CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE PROPERLY INSTALLED AND Ca
FUNCTION PROPERLY PRIOR TO INITIALIZATION OF DEMOLITION ACTIVITIES. ¢¢3 w a w z
9. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL AND OSHA REGULATIONS DURING ALL DEMOLITION c °�' "
ACTIVITIES.
10. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS AND BENCHMARKS DURING
DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED
SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
11. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, STRUCTURES, AND FEATURES TO REMAIN. ANY ITEMS TO
REMAIN THAT HAVE BEEN DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED OR
REPLACED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE.
12. ALL UTILITY AND STRUCTURE REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE
COORDINATED AND PROPERLY DOCUMENTED BY A CERTIFIED PROFESSIONAL, WHEN APPLICABLE, WITH THE
APPROPRIATE UTILITY COMPANY, MUNICIPALITY AND/OR AGENCY. DEMOLITION OF REGULATED ITEMS MAY INCLUDE, Q
BUT ARE NOT LIMITED TO WELLS, ASBESTOS, UNDER GROUND STORAGE TANKS, SEPTIC TANKS AND ELECTRIC
TRANSFORMERS. DEMOLITION CONTRACTOR SHALL REFER TO ANY ENVIRONMENTAL STUDIES FOR DEMOLITION
RECOMMENDATIONS AND GUIDANCE. AVAILABLE ENVIRONMENTAL STUDIES MAY INCLUDE, BUT ARE NOT LIMITED TO
PHASE I ESA, PHASE II, WETLAND AND STREAM DELINEATION AND ASBESTOS SURVEY. ALL U
APPLICABLE ENVIRONMENTAL STUDIES SHALL BE MADE AVAILABLE UPON REQUEST. d
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NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.C-3035

AFFECTED ACREAGE TABLE LEGEND
CURRENT PROPOSED TOTAL PROPERTY LINE/PERMIT LINE
CATEGORY AFFECTED CHANGE TO AFFECTED EXISTING FEMA 100-YEAR FLOODPLAIN
ACREAGE AFFECTED ACREAGE EXISTING FEMA FLOODWAY
ACREAGE
EXISTING 50-FT STREAM BUFFER
TAILINGS/SEDIMENT PONDS 1.20 -0.20 1.00
EXISTING 25-FT UNDISTURBED BUFFER
STOCKPILES 2.80 0.00 2.80
EXISTING STREAM
WASTE PILES 0.00 0.00 0.00 PIT LIMITS
PROCESSING AREA/HAUL ROADS ❑ 1.40 0.20 1.60 LIMITS OF DISTURBANCE C
MINE EXCAVATIONS 7.50 0.00 7.50 CL
OTHER 1.90 0.00 1.90 ME
TOTAL AFFECTED ACRES 14.80 0.00 14.80 �'O+
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PROPERTY PERMITTED 33.94 33.94 33.94 N
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2'•. , �Q►,.� SHEET NUMBER
SCALE IN FEET '' �� • ®�
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION C002
PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON
AUGUST 2, 2021. 0 100 200 ENGINEERS ANNDISURVO YORS LIC NSE NO.C-FOR
3035

LEGEND
PROPERTY LINE/PERMIT LINE
EXISTING FEMA 100—YEAR FLOODPLAIN
EXISTING FEMA FLOODWAY
EXISTING 50-FT STREAM BUFFER
EXISTING 25-FT UNDISTURBED BUFFER
EXISTING STREAM
PIT LIMITS
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PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON NORTH INA BOARD EXAMINERS O
C003
AUGUST 2, 2021. 0 100 200 ENGINEERS AND SURV SURVEYORS LICENSE NSE NO.C-3035

GENERAL NOTES LEGEND
1. SEE SHEET C001 FOR GENERAL NOTES. PROPERTY LINE
\ \ \ \ \ \ I 2. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS EXISTING FEMA 100 YEAR FLOODPLAIN
CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. EXISTING FEMA FLOODWAY
1 \\ IT IS NOT THE ENGINEERS INTENT THAT ANY SINGLE PLAN
\ I \ WORK ASSOCIATED WITH THE PROJECT. EXISTING 50-FT STREAM BUFFER J / U.S. HIGHWAY 421 1 / 1 SHEET IN THIS SET OF DOCUMENTS FULLY DEPICT ALL
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SCALE IN FEET 61
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION o0
PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON 0 60 120 NORTH CAROLINA BOARD OF EXAMINERS FOR
AUGUST 2, 2021. ci
ENGINEERS AND SURVEYORS LICENSE NO.C-3035

GENERAL NOTES LEGEND
1. SEE SHEET C001 FOR GENERAL NOTES. PROPERTY LINE
EXISTING FEMA 100-YEAR FLOODPLAIN
2. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS
CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. EXISTING FEMA FLOODWAY
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MODIFY IF REQUIRED TO �--�/ J I \La = 26.00 FT. � I , � � /
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REFERENCE , �y N...P�tg,�,
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION
PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON 0 60 120 NORTH CAROLINA BOARD OF EXAMINERS FOR C300
AUGUST 2, 2021.
ENGINEERS AND SURVEYORS LICENSE NO.C-3035

GENERAL NOTES LEGEND
1. SEE SHEET C001 FOR GENERAL NOTES. PROPERTY LINE
EXISTING FEMA 100-YEAR FLOODPLAIN
2. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS
CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. EXISTING FEMA FLOODWAY
U.S. HIGHWAY 42 _ 1 //\ \ I I \� \ SHEET IT IS N NT THIS SET THE TNEER OF DOCIUMENTSNTENT THAT
FULLY NDEPIICTLALL�N EXISTING 50-Fr STREAM BUFFER
\ WORK ASSOCIATED WITH THE PROJECT.
EXISTING 25-FT UNDISTURBED BUFFER
EXISTING STREAM
`_\l — \ �� \� \ ` \ PHASE 2 CONSTRUCTION SEQUENCE EXISTING TREE LINE
- -`- -�
�- -J l - �� -----_ ____--_ -z= ---_-- � ��� \\ti 1. CONTINUE FILL OPERATIONS UNTIL FINAL GRADES ABOVE C
----- -- ------ -J ��---_----_ -- - // --------- ------_�—y -- - \\\-_\\\ �2 EXISTING CHAIN-LINK FENCE
\�� --------- ---- -- _— ---_- -���==JJ" --___� __ ---- _____-__— ___=—__ �� / / \� _-y_ = ����� - SEDIMENT SUMP ARE REACHED.
----------------- �t-- ` _� /'�` ! - ��_ �\\\�\\�� --=_— 2. ONCE FINAL GRADES ABOVE THE SEDIMENT SUMP ARE EXISTING EDGE OF PAVEMENT C'
\ 3t EXISTING 25- \ \ \\ \� \�- �- REACHED, CUT IN CLEANWATER DITCH. CONTRACTOR SHALL ---_ _
--- ----_ _ - - - - ''� _ L_,r� - \- �� - \ \\\ - _ EXISTING UNPAVED ROAD
J------- UNDISTURBED " PROVIDE NA GREEN S250 MATTING IN DITCH AND PROVIDE
/ - -�`�� ---_ ��� - - - _,� _ _ -� - BUFFER -\�\� l \ \\�)s\ - �� / �, PERMANENT SEED/GRASS ACCORDING TO SEEDING - - 1000 - EXISTING INDEX CONTOUR
� -,-- �—� --- �= -=- -- �\ - - � \ \ \ / SPECIFICATIONS, SEE SHEET C800 DETAIL N0. 6.
EXISTING INTERMEDIATE CONTOUR
/ - --_\\ \��`� 3. PROVIDE PERMANENT SEEDING/GRASSING N A EA AB VE —/ P N0 R 0 N
-_� \�i \^ /J SEDIMENT SUMP SEEDING SPECIFICATIONS, SEE SHEET PROPOSED GRAVEL ACCESS ROAD
------%'`� /�- \ 1 I 1 1 i )(I/ ?. C800 DETAIL N0. 6.
\� PROPOSED TREE LINE L
4. ONCE AREA ABOVE SUMP HAS BEEN FULLY STABILIZED
PROPOSED STORM SEWER LINE f+
THE SEDIMENT SUMP WILL BE FILLED IN.
/ �=-'-- =- ��_ f-_ -,�--_ \\ -�-__���----;�\ \��\\�\\ \ \ -�/J l Aj
I I T \ / / �
/ d // / / - - \ 0
// / I 720 PROPOSED INDEX CONTOUR
�/ I \ / 5. ONCE FILLED IN PROVIDE PERMANENT SEEDING/GRASSING
/ // I \
�� PER PERMANENT SEEDING SPECIFICATIONS, SEE SHEET
/ // //// // // , O k ��\\�_____- 722 PROPOSED INTERMEDIATE CONTOUR
/ / C800 DETAIL N0. 6.
✓ EX/STING FEMA / �t / r ` / / /�/i/ ////�/ / / _ kb �k -_-- %-
// // / / /�/// //� // /��// //,/ // / / _�_----_ ----_� \\ \\\\�\ \\� _��_ / /// PROPOSED DRAINAGE DITCH
FLOOD WAY / // /j/ // ///�/ // / // - \ - _ 90p \ \ \ \ \ / I /
�-i �/� \ '-------%----- 6. ONCE SITE HAS BEEN FULLY STABILIZED EROSION
/ (�,✓/ CONTROL MEASURES CAN BE REMOVED. N
////� - LIMITS OF DISTURBANCE 0 N
/// // / // �� \�\ \ / // // PROPOSED SILT FENCE
/ �/ / / i /// \� /� / \ / //---_—_\ —\\\\ \\ \ \ \ \j////—` c� a
/ /�� \ \ \ \\ \� I �� —_\ \ \ \\ \\\� \ ////// / N
EX/STING FEMA // / �' / / / -�_ �\\ \ � � --820� �\� \�\\ \\ \ �// �/ /' PS PROPOSED PERMANENT SEEDING � M
CLEANWATER DITCH TO BE FULLY / / / / /�///�j j // 100 - YEAR
`� ESTABLISHED WITH GRASS PRIOR FLOODPLAIN
TO DISCHARGING INTO BUFFER 1y� 0 // / / ////�j/
\ // / z z
s s z
// \\ \ \\\ moo .�\�\\—/ // /—/1 0 0 �,
INSTALL CHECK DAM / / / ///////%�// �0/// /�//%//// / I \ / /// / / / / / /// ��\�\ \� �� \ �+ \�\ \ \� -/ �/ , 1 m m 0
I PRIOR TO DISCHARGE // / / / 7 '� 0, // / / /- \ \ \ \ \ / 0 -
\ 1 11 / / / /� // / �o w
J 1 \\ INTO BUFFER / / / / 0/////� /�///iI'///
\ /. 1h / / / ///// / / / / / / / / \ \ \\ \ \\\\ z z
i/ //, / / / / / / PS / / / / \\ �\ \ — \ / 0 0
� 1 EX/STING 25 0 0
\ r / / / /�/�//// f / J rl �
\ \� RIP-RAP APRON // / / %�// EX/STING FEMA / l / / \ \\\ �\ \ �_ UNDISTURBED / I / o W
D50 = 15" /i \ / / / �j/j/ l / l / l / / // / \ \\\�\��� \ �� BUFFER
1 \ \ /�/ STREAM BUFFER f / / / / / / / \\\\ �\\\ \ \ I I� o 0 a.
0
MIN. DEPTH = 36"
WIDTH = VARIES / // /// ///// //� Z\ \ ^ / j I \ / l
/ , //i<< I J / / / /� FILL AREA I I \��\ \—
�� j/ \� / // I I \ \ / / / �/ // / (STAGE 5 FILL GRADING) -I I I / \\\
BREAK SILT FENCE AT NEW % >/ //% / 1/ / \ ` \ I \ 1 I / /f /
1 CLEANWATER DITCH I // �/ //�/ I I I I I / /// / `� 1 I / / )\ \ 1 ) I \ N
LOCATION WHEN DIVERSION �/ ' / // //, /// //// /III I I I I J / �I / / / / / / / �/ I / / / / / / ) \ S -A-
L
IS COMPLETE / l l l r I r
\
10,
\ \ + o
TREELINE 5 0
r
I ` N N
� I \� I I I I 1 I I I I I I I I / / / x�� /-- \ � (a � N T Eo
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/ \ o �.i RU
/� / \ \\ \�� �� l \ II II ` 1 \ \I \\I\ II / // / EX/STING SITE FENCING - \ 11 W
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STREAM // // I \^�O?� 1 ll \ \�\ \ \ \ \ \ \ I I I I / / /i/� / _ \ 4' °° 3 m
BUFFER f / l/ \� �s8 \ \ \ \ \\\ \ \\ II III , / �/ / \ � 0 3�
�\ III Ps \ \�\�\\ \ I i/ \ 1 W P o= M z
DOUBLE 1 U1 N
/ WALL I .// �64 / \ \\\ \ \\\\ I f l/r • 4 Ste" 1 COO)
AST-1 ^� �s / \ \ \ \ \ I\11�// ,Ps / / ,� o a
2� -� ' \ \ \\I 1 �/ /'e / 30' VYC PRIVATE •� n a
ACCESS EASEMENT M
use PROPOSED /j/
CLEANWATER DITCH --_ //// // 0
ONCE FINAL
GRADES ABOVE
SEDIMENT SUMP
/ \ ,
moo\ \\
\-\\\ \ ARE REACHED &
HAS BEEN FULLY
STABILIZED
EX/STING 810
EXISTING FEMA FORCEMA/N P/PE / / N
100 - YEAR ___ /� //�////i '/����� \ / w
/�/ / FLOODPLAIN %_-' -_-_ __- _\\��_ > _ �_i/�/i/ / / PS / 3 0
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24-W/DE EX/STING
z
/ —\\ �/ )i / / , LIMITS OF DISTURBANCE _ / 3 w a z
GRAVEL ACCESS I ( /� Jr�\��� \�� w w z
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L � — — KESTER MILL ROAD
l— r O --- f / — 0
-- ------ ---- ------- —gL---a-- / �� �r �I
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\ \ I LOCATION FOR I �� \��� / / t \ / r
\ \ \ \ I I I I I 2U'-UND/STURBED STAGE 5 GRADING �� \/ Z
BUFFER — OPERATIONS
C O
\ \ \ \\ \ \ 1 I\ \ I I I I I I \ I PROPOSED SEDIMENT
\ \ \ \ \ \ \ \ \ \ 1 I SUMP FOR PHASE 5 EX/STING
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ II GRADING OPERATIONS TREELrNE
N`N
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N.C. ONE-CALL
CENTER IT'S THE LAWI
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939114 '
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SHEET NUMBER
SCALE IN FEET
i��� , ®1`��,�`
REFERENCE , �y N...P�tg,�,
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION
PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON C301
AUGUST 2, 2021. 0 60 120 NORTH NA BOARD EXAMINERS FOR
ENGINEERSS AND AND SURVEYORS
LICENSE NO.C-3035

GENERAL NOTES LEGEND
< / \ 1. SEE SHEET C001 FOR GENERAL NOTES. PROPERTY LINE
2. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS EXISTING FEMA 100-YEAR FLOODPLAIN
CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION.
IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN EXISTING FEMA FLOODWAY
/ 1
SHEET IN THIS SET OF DOCUMENTS FULLY DEPICT ALL
U.S. HIGHWAY 421 I \ / 1 I 1, WORK ASSOCIATED WITH THE PROJECT. EXISTING 50-FT STREAM BUFFER
EXISTING 25-FT UNDISTURBED BUFFER
L - �� 1 EXISTING STREAM
—� FINAL PHASE CONSTRUCTION SEQUENCE
770`_\�= -------- _ \� � 1 \� EXISTING TREE LINE �f
_-----__ ___- -z= ---_--- �_��_ �ti 1. CONTRACTOR TO GRADE PERMANENT DRAINAGE DITCH AS C
_��_ //rJ \\\------ ---------------� - _---_�_ s�� --- __ -760= - --_��r �\ _ \� \\\ EXISTING CHAIN-LINK FENCE
- J --- ti _\\ - \\ SHOWN ON THIS PLAN SHEET TO CONCENTRATE THE
—� -- _------ = 750---______ ��y / r \ ��� � ----- CREEK. EXISTING EDGE OF PAVEMENT
- --_- -� __ ___ -i= ��� �\ \ DRAINAGE TO RIP-RAP APRON BEFORE ENTERING SILAS a
�� --- ------------ \ _ - - r- ---- - _� - EXISTING 25-
- - -- EXISTING UNPAVED ROAD
UNDISTURBED �-� \ \ �� 2. ONCE FINAL GRADING IS COMPLETE PROVIDE PERMANENT
_ _ - 7 / SEEDING GRASSING ON ALL DENUDED AREAS PER SEEDING - _
_ BUFFER - \� \ \� �� J J ) / - 1000 - EXISTING INDEX CONTOUR V
( \ --- -------\ SPECIFICATIONS, SEE SHEET C800 DETAIL N0. 6.
------------- -�� --��- � ��r� / - - - �� 76��� - - \ \ )/j� /j - EXISTING INTERMEDIATE CONTOUR
r/ ` `V
--_7j0_ PROPOSED GRAVEL ACCESS ROAD
\ / /
/ ) I ) / /� �ii� � - v - _-- �8 �______���� =__— ���0`�T�\ IyII I G I I i f 1 j PROPOSED TREE LINE ■�
PROPOSED STORM SEWER LINE
77
// / / /�� _ \ 9� ��\� _ �� \ / l ll/I 1�\\\/ j 720 PROPOSED INDEX CONTOUR
/// // /4/// ///// / / ^� k ���� - ---- ----_ \\ \ \\\, \ // / ` i 722 PROPOSED INTERMEDIATE CONTOUR
EXISTING
✓/ TING FEMA
`�//
/
FLOODWAY /
/ —► PROPOSED DRAINAGE DITCH
r( LIMITS OF DISTURBANCE
/10
, //• \ _ \
/ � \ \ P$ PROPOSED PERMANENT SEEDING
EXISTING FEMA // If FLOODPLA
IN
�_� \o�\\\�\ \ ��//�// - M
1 /%/x / /��/ �/�// 100 - YEAR /j/ / t ' / // _ / \ \ \ \ \ \�\ \
/ // / / /- \ \\ \ \ �/ w w
\— / 1y� / / / //ii / \ + moo\ \�
\ /r� \
x; // / 0 o
0 0
EX/STING 25- •/ I l/ t /// / l J / // \\\\\ \ , \ \ \� , I
/ / /x/ z, IIII// / EXISTING FEMA / / / l/ / // / / / \ \\\\���\ \ - \ l I I / ° Z Z 0
\ /\ / // / / l / / // \ \\\ �\ \ \ �� BUFFER 0 0 0
EX/STING / /// / STREAM BUFFER l / / / / / / \ UN l U W W o
CHECK DAM , : z) z zz/&
PROPOSED THIS AREA FENCE / I oor
� � o
l r N N N
PREVIOUSLY
I \ \ N
PERMANENTLY
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RIP-RAP
C N
GRASSED
/ N N
APRON Iy
l l � �/i / �/ ✓/� / /• / / / 1 //��i � \ /I ) I 1 //i/ �%___—_� �� -� I I I � 1 I I I I 1 I k \\\�r� //�--� \\
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II // / � // ' "
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�//�,/✓//(////\ l \/lII I I l/ l I I\l
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z\ \ \FEMA ° or STREAM fDOUBLE \ ,BUFFER / a
WALL 30' /MC PR//ATE
AST-1 m
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ACCESS EASEMENT •� M
ONCE SUMP HAS
_ BEEN FILLED IN -
/ - PERMANENTLY
\ - / I \ ) / ►h 1 I \ \ \ \ I I \ A \ SEED AND GRASS t
ALL DENUDED
\X ���_�/ I I I ��I / i ---- / / / / / / AREAS
EXISTING FEMA
100 - YEAR
FLOODPLA/N 0,
EXISTING GRAVEL PERMANENT DITCH
ACCESS HAUL _ \� \
� / / , LIMITS OF DISTURBANCE
INSTALL NA �
ROAD 8.35 ACRES
GREEN SC150
MATTING IN DITCH
� •
L--1— --� --- ��— KESTER MILL ROAD
—1--/ ----'�L / --- —�--- -- 90�—� -------------- --- ------- 00
-- - - ------------ -�__ EX/STING
_r - - t �l � � // TREEL/NE
\\ \ EX/STING
\ \ \ \ 25'-UNDISTURBED /
\ \ BUFFER , \ /� I 1 \� \I\I / ( �\ ��
� O Q
O �
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CALL 1-800-632-4949 L�
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CENTER IT'S THE LAWI
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939114 '
x s12/11/2023;-
�2,*•. ,�� ��Q►,.� SHEET NUMBER
REFERENCE SCALE IN FEET
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION C305
PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON
AUGUST 2, 2021. 0 60 120 NORTH NA BOARD EXAMINERS FOR
ENGINEERSS AND AND SURVEYORS
LICENSE NO.C-3035

GENERAL NOTES
1. CONTRACTOR TO GRADE DRAINAGE DITCHES AS SHOWN ON THIS PLAN SHEET TO
CONCENTRATE THE DRAINAGE TO RIP-RAP APRON BEFORE ENTERING SILAS CREEK.
2. ONCE FINAL GRADING IS COMPLETE PROVIDE PERMANENT SEEDING/GRASSING ON ALL
DISTURBED AREAS.
3. PIT TO BE DEWATERED AND FILLED PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS
USING SOIL AND NATURALLY OCCURRING MINING MATERIALS THAT CONSIST OF POND
FINES AND OVERBURDEN MATERIAL.
4. FILL MATERIAL IS TO BE PLACED IN LIFTS TO CONTAIN SEDIMENT FROM THE FILLING
OPERATIONS. A SUMP IS TO BE MAINTAINED AT ALL TIMES. ANY FLUID PUMPED FROM
THE SUMP MUST COMPLY WITH THE NPDES PERMIT STANDARDS.
5. A SUMP WILL BE MAINTAINED IN THE PIT UNTIL THE FILL ABOVE HAS REACHED FINAL C
GRADES. POLISHING BASIN SHALL NOT BE REMOVED UNTIL ALL AREAS UPSTREAM HAS cc
FULLY STABILIZED.
a
6. A POLISHING BASIN SHALL BE CONSTRUCTED TO TREAT RUNOFF FROM THE DISTURBED
AREAS PRIOR TO BEING DISCHARGED FROM THE SITE SKIMMER. O
7. FINAL EXTERIOR FILL SLOPES SHALL NOT EXCEED 3:1 UNLESS APPROVED BY THE
GEOTECHINCAL ENGINEER.
8. A HIGH WALL BARRIER SHALL BE MAINTAINED ALONG THE TOP OF TEMPORARY FILL N
SLOPES IF THE SLOPE ANGLE IS STEEPER THAN 2:1.
9. A HIGH WALL BARRIER SHALL BE MAINTAINED ALONG THE TOP OF TEMPORARY FILL >V
SLOPES ADJACENT TO THE SUMP.
10. THE FILL HEIGHTS SHALL BE STAGED TO ENSURE THAT DISTURBED AREAS DRAIN INTO
THE SUMP.
810 810 11. THE NEXT STAGE OF FILL SHALL NOT BE PLACED UNTIL THE BOTTOM ELEVATION OF
THE SUMP HAS BEEN RAISED.
805 805 12. ALL FILL SHALL BE STABILIZED WITH GROUNDCOVER ONCE THE FINAL STAGE ELEVATION N
HAS BEEN OBTAINED. o
EXISTING GRADE 13. ONCE THE SITE HAS BEEN STABILIZED, THE POLISHING BASIN MAY BE REMOVED AND
800 800 REPLACED WITH COMPACTED FILL MATERIAL. o 0
z z
14. PROVIDE PERMANENT GROUNDCOVER ON ALL DENUDED AREAS PER SEEDING 0 0
795 795 SPECIFICATIONS, SEE SHEET C800 DETAIL NO. 6.
Z Z
w w
0 0
U U
d d
790 790 g g
Z Z
MIN. 2' DEEP DITCH SHALL BE PROVIDED WITH I o
785 EXISTING GRADE MIN. SLOPE OF 2% AND MAX 2:1 SIDE SLOPES. 785 0
DITCH TO BE DIRECTED TOWARD RIP-RAP DOWN F3
CHUTE. DITCH TO BE MATTED WITH NA GREEN
780 SC150 MATTING AND SEEDED/GRASSED \ 780 N
N N
O N
FINAL RECLAMATION 1 I \ y
N N\
GRADE - FILL MATERIAL FINAL LIFT OF MATERIAL
775 TO BE SEEDED/GRASSED TO BE SEEDED/GRASSED
& STABILIZED ONCE & STABILIZED PRIOR TO 775
o
STAGE 5 GRADING, PROVIDE MINIMUM
FINAL GRADES ARE REMOVING SUMP z "
770 REACHED SLOPE OF 2% TOWARDS DITCH I
770
765 I _ 765
PROVIDE MINIMUM cm
760 / SLOPE OF 2% TOWARDS DITCH I O
STAGE 4 GRADING,
760 1 I--I �'N N
>Lu N m
.. I STAGE 5 ..
755 MAX SUMP 1 O 0 U o0
755 11
PROVIDE MINIMUM LL_ •� W U
STAGE 2 GRADING, PR lY~ P. 0
z 750 I SLOPE OF 2% TOWARDS DITCH I
750 z0 1 1 w "� N Z
'� co
CP
cc
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STAGE 4 <
Lv 745 MAX SUMP 745 Lv
J J
W I
I STAGE 3 GRADING, PROVIDE MINIM W
740 SLOPE OF 2% TOWARDS DITCH
740
STAGE 3
735 MAX SUMP
1 TYPICAL MAX SLOPE 735
RECOMMENDED FOR STAGE 2 GRADING, PROVIDE MINIMUM
SUMP SLOPE OF 2% TOWARDS DITCH
730 2
730 N
N
Chi Q
STAGE 2
725 MAX SUMP w w
725
STAGE 1 GRADING, PROVIDE MINIMUM 3 z
SLOPE OF 2% TOWARDS DITCH o a M
720 720 °
ca z
STAGE 2 / c7 3 a w w
cn
715 MAX SUMP
715 c a u o w
***** SUMP PUMP TO BE PLACED MIN. 2' DEEP DITCH SHALL BE PROVIDED WITH
AT THE BOTTOM OF THE SEDIMENT MIN. SLOPE OF 2% AND MAX 2:1 SIDE SLOPES.
710 SUMP DURING EACH OF THE DITCH TO BE DIRECTED TOWARD SLOPE DRAIN. 710
GRADING STAGES. STONE TO BE DITCH SHALL BE ADJUSTED AS FILL IS PLACED
PLACED AROUND PUMP AS INLET \ STAGE 1 AS NECESSARY TO FLOW INTO SUMP. EXISTING PIT GRADE /
PROTECTION DURING ALL STAGES MAX J 705 TO PREVENT SEDIMENT BUILD-UP SUMP 705
AROUND THE PUMP. ***** -
IT IS RECOMMENDED THE CONTRACTOR PLACE FILL
700 UNTIL POND BERM REACHES A HEIGHT OF 10 FT 700
SEDIMENT SUMP SHALL HAVE MINIMUM BOTTOM ABOVE POND BOTTOM. ONCE THE 10 FT
DIMENSIONS OF 30' X 165. SEDIMENT SHALL BE ELEVATION IS REACHED CONTRACTOR SHALL FILL
695 REMOVED WHEN THE ACCUMULATED SEDIMENT BOTTOM OF POND UNTIL A 2FT BERM HEIGHT IS 695
DEPTH EXCEEDS 1 FOOT. REACHED. PUMP WITH INLET PROTECTION &
STONE BAFFLES
SHALL BE ADJUSTED AS POND
BOTTOM S ADJUSTED.
O
690 690
+ + + + + + + d
—0+25 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+75 N
W
STAGED GRADING CROSS-SECTIONS zt z
HORIZONTAL VERTICAL W
SCALE IN FEET SCALE IN FEET
0 40 80 0 10 20
O
� d
BEFORE YOU D101 O
CALL 1-800-632-4949 L�
N.C. ONE-CALL
CENTER IT'S THE LAWI
�klklifll rlil
14 CA%
zz
SEAL
939114 '
x12/11/2023;�
';2•'•• Q► SHEET NUMBER
Po
C306
NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.C-3035

GENERAL NOTES LEGEND
1. SEE SHEET C001 FOR GENERAL NOTES. PROPERTY LINE
2. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS EXISTING FEMA 100-YEAR FLOODPLAIN
( CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION.
IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN EXISTING FEMA FLOODWAY
/ 1
SHEET IN THIS SET OF DOCUMENTS FULLY DEPICT ALL
U.S. HIGHWAY 421 I \ / 1 I 1, WORK ASSOCIATED WITH THE PROJECT. EXISTING 50-FT STREAM BUFFER
EXISTING 25-FT UNDISTURBED BUFFER
L - EXISTING STREAM
�� FINAL PHASE CONSTRUCTION SEQUENCE
770`_\�= -------- _ \� \� \ \\ EXISTING TREE LINE �f
f \ - ___-J _-----__ __-- -z= ------- �_��_ \ti 1. CONTRACTOR TO GRADE PERMANENT DRAINAGE DITCH AS C
___=_----------� - _---_�_ _ s/� --- -- __ -760= - --_��r �\ _ =-- `\\��_\\� `-- EXISTING CHAIN-LINK FENCE
- - J /--- � ti� _�� _\ \\ SHOWN ON THIS PLAN SHEET TO CONCENTRATE THE
—� -- _-------- -`���`�-_------_-__ �_�---J` --_— ---� - - _750---______ /�y / r \ -_�- ' �_\\\���\� ------_ CREEK. EXISTING EDGE OF PAVEMENT
--- --_- -� � __ ___ _ _'----' -/� / \ \ -`-i=--��\� \�\ \ \ DRAINAGE TO RIP-RAP APRON BEFORE ENTERING SILAS a
�� --- ------------ \ _/ - - r- ---- - : _� - EXISTING 25-
_ L_,�� - \- - \ \\� - - - -- EXISTING UNPAVED ROAD
J----- _ � - UND/STURBED -� \ \ \ \ 2. ONCE FINAL GRADING IS COMPLETE PROVIDE PERMANENT
/ ____ ____ __ - 17
BUFFER \ SEEDING/GRASSING ON ALL DENUDED AREAS PER SEEDING - - 1000 - - EXISTING INDEX CONTOUR
\ �/ /ice _ - - - - -= = \\ \ \ ) //� /
1 SPECIFICATIONS, SEE SHEET C800 DETAIL N0. 6.
--- ---- ---��C�� �- �� —7r�/ j - - - - - -_. �= =���-__- —76_0= - - - - \ \ )/�/�/ / - EXISTING INTERMEDIATE CONTOUR
PROPOSED GRAVEL ACCESS ROAD
/ --- � //
/ If / / I I / / �/ � , v =-- -�78 �_I ` i PROPOSED TREE LINE
_7� Z_ x =_ dL 720 PROPOSED INDEX CONTOUR {r
Ail 722 PROPOSED INTERMEDIATE CONTOUR
� _- -- � � PROPOSED DRAINAGE DITCH
✓ EX/STING FEMA i / /� / ---- '_
FLOOD WAY , _ i/ / // �///// ,n,�/ji, � \ � i-- �- - -
/
EXISTING FEMA
/ / /�// / 100 - YEAR / / / / /' / - \ \ \\\\ \�\\\ \ \\ \\FLOODPLAIN / z z
w
/ / \ z z
\ 1 11 /
//�// / / / // / ////�/; /
1 \ 1\\ /� / � \ \�a2p / III o 0
i// / /// /////// // / / / / / / \\ \\ \\ / l Z Z
\ EX/STING 25-
EXISTING 50 / / / / / / / \ \\\\ \ �\ \`�� 1 BUDFFER UNDISTURBED / I / o z z
1 \ \ /� / CHECK DAM \/ /// STREAM BUFFER _1Il� / / / / / 1L / AIL AIL\ AIL \\ TJ�\ 1 a
\ \ \\\
\ / I /� ��111/� 111/� �\ _ I \ / I /� -
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REFERENCE SCALE IN FEET �'�, 41v ; ®1J\ `'
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION C400
PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON
AUGUST 2, 2021. 0 60 120 NORTH NA BOARD EXAMINERS FOR
ENGINEERSS AND AND SURVEYORS
LICENSE NO.C-3035

2' MIN
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
(MIN. 14 GAUGE 6"X6" WIRE)
6' MAX EXTRA STRENGTH FABRIC WITHOUT POST COMPACTED FILL
WIRE FENCE 2:1 SLOPE OR FLATTER
STANDARD HARDWARE RIP RAP FACED WITH #57 WASHED OR 6" MIN. FREEBOARD
CLOTH -BELOW GRADE STONE 12" STONE - 6" THK MIN. SJF LP S�OP�/ /��OW
NOTE: CARRY RIP-RAP THOUGH TO BREAK IN BERM \\ \\ \\ \\ \\ \\ \\ \\ \\ \ z \ \
5' STEEL POST x \
io TO BREAK IN_BERM �j\�j\�j\�j\�j\�j\�/\�j\�j\�j\�j\/. °°
(MIN. 1.33 LB/LF)
P� EDGES SHALL BE TAPERED OUT
�o TRACKING D OF MUD 0 N PREVENT
EDG ES GROUND N
PLASTIC OR _ -� N SOEDIMENT PIT
X 10' X 2' DEEP
N WIRE TIES
0 00o Ooo;e , o,
oO�o O 8° MiN 0 8" TEMPORARY DITCH E
O,�oC1 C5 C55o°O� &ao
WIRE EXCAVATE 8"X12" TRENCH UPSLOPE ALONG LINE
/ FENCE EXISTING OF POSTS EXTEND HARDWARE CLOTH INTO TRENCH,
o00 000 0o GRADE
SECTION BACKFILL TRENCH AND COMPACT SOIL
O 2 MIN
po �poo �poo op N
O�OO°DO
IMP OoOaO°LJ O � 8'-0" MAX �
12-INCH MIN. n� O \/\ \ \ \ \ \\ \\ \ \ \\ \ \ \ /\ ADDITIONAL HORIZONTAL COMPACTED FILL
J �OO�O�OOOC �• \ /\ \\/\\/\\/\\/�\/�\/�\/\/�\/�\/ \� \ / 4' O.0 BRACE OPENING 2:1 SLOPE OR FLATTER
� 6" MIN. FREEBOARD
AVERAGE STONE DIAMETER OF Q 0o N -� OR
6 INOCH MINIMUM DITH AEPTH n °^ \`L�� 8 ALONG THE DOWN & 4" FORWARD
RD GRIOUIND S�F LP S�OpE ���OW
UNDERLYING NON-WOVEN
\ \\/�
G EOTEXTI LE FABRIC SECTION VIEW \�\� ll M M \�\�\�\�\�\�\ \�\�
\ \//\\ \\ \\ \\/ //
NOTES: INSPECTION & MAINTENANCE:
O N
1. STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED WIRE \/�\�j\\�j\\�j\\�j\\�j\\� ��\ SEE PLAN N a
AT ALL POINTS WHERE TRAFFIC WILL EGRESS/INGRESS A 1. THE KEY TO FUNCTIONAL CONSTRUCTION ENTRANCES IS WEEKLY FENCE �\ FOR MATTING M
INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT \\,\\\/\\\�\\\�
CONSTRUCTION SITE ONTO A PUBLIC ROAD OR ANY REMOVAL. FILTER
IMPERVIOUS SURFACES, SUCH AS PARKING LOTS.
2. REGULAR INSPECTIONS OF CONSTRUCTION ENTRANCES SHALL BE STEEL FABRIC CLEANWATER DITCH W 8
2. INSTALL A NON-WOVEN GEOTEXTILE FABRIC PRIOR TO POST ATTACH HARDWARE CLOTH TO
CONDUCTED ONCE EVERY CALENDAR WEEK AND, AS RECOMMENDED, BACKFILL TRENCH EXISTING POST SECURELY WITH TIES
PLACING ANY STONE. WITHIN 24-HOURS AFTER EACH RAINFALL EVEN THAT PRODUCES AND COMPACT GROUND STANDARD HARDWARE 2 2
3. INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHEN 1/2-INCH OR MORE OF PRECIPITATION. THOROUGHLY CLOTH - EXTEND 12" SILT FENCE OUTLET TO BE NOTE:
NEEDED TO PROVIDE POSITIVE DRAINAGE. BELOW GRADE LOCATED AT LOWPOINT IN o a
3. DURING REGULAR INSPECTIONS, CHECK FOR MUD AND SEDIMENT Z Z
BUILDUP AND PAD INTEGRITY. INSPECTION FREQUENCIES MAY NEED \\ ELEVATION SILT FENCE OR AS SPECIFIED 1. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL
4. THE ENTRANCE SHALL CONSIST OF 2-INCH TO 3-INCH D50 4" MIN I/� /� /� NOTES: PLANNING AND DESIGN MANUAL, SECTION 6.21.
STONE PLACED AT A MINIMUM DEPTH OF 6-INCHES. TO BE MORE FREQUENT DURING LONG PERIODS OF WET WEATHER. \�\\�\\�\\ \\� UPSLOPE o W N
4. RESHAPE THE STONE PAD AS NECESSARY FOR DRAINAGE AND z 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY 2. SEE PLANS FOR DITCH DEPTH & MATTING. > a 0.
5. MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE RUNOFF CONTROL. /, \� �\ (DISTURB AREA) DURING PROLONGED RAINFALL. REPAIR SHALL BE MADE AS NECESSARY.
12-FEET WIDE BY 50-FEET LONG, AND MAY BE MODIFIED /
AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS. - \\ \� o0 2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR. 4 PERMANENT/TEMPORARY DITCH N
5. WASH OR REPLACE STONES AS NEEDED AND AS DIRECTED BY SITE �� o R
6. THE EDGES OF THE ENTRANCE SHALL BE TAPERED OUT INSPECTOR. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR N \\/ 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS C800 NOT TO SCALE
REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE THE AMOUNT / q � M
zz
TOWARDS THE ROAD TO PREVENT TRACKING AT THE EDGE OF MUD BEING CARRIED OFF-SITE BY VEHICLES. FREQUENT WASHING / NOTES: REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER.
OF THE ENTRANCE. WILL EXTEND THE USEFUL LIFE OF STONE PAD. \ 1. FILTER BARRIERS SHALL BE INSPECTED z
7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE IMMEDIATELY AFTER EACH RAINFALL AND 4. SILT FENCE OUTLETS SHALL BE LOCATED AT LOW POINTS IN CONTINUOUS RUN OF SILT.
6. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED
STONE PAD TO A SEDIMENT TRAP OR BASIN OR OTHER ONTO ADJACENT IMPERVIOUS SURFACES BY BRUSHING OR SWEEPING. DAILY DURING PROLONGED RAINFALL.
SEDIMENT TRAPPING STRUCTURE. FLUSHING SHOULD ONLY BE USED WHEN THE WATER CAN BE REPAIR SHALL BE MADE AS NECESSARY. 3 TEMPORARY SILT FENCE OUTLET
8. LIMESTONE MAY NOT BE USED FOR THE STONE PAD. DISCHARGED TO A SEDIMENT TRAP OR BASIN. 2. FABRIC SHALL BE REPLACED PROMPTLY C$QO NOT TO SCALE
7. DURING MAINTENANCE ACTIVITIES, ANY BROKEN PAVEMENT SHOULD SLOPE MAX. AREA IF FOUND TO BE IN DISREPAIR. '
9. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL BE REPAIRED IMMEDIATELY. SLOPE LENGTH (FT) (SQFT) ACCESS DRIVE c o
PLANNING AND DESIGN MANUAL, SECTION 6.06. 3. SEDIMENT DEPOSITS SHALL BE REMOVED • v
<2% 100 10,000 AFTER EACH STORM EVENT AND WHEN �" U
8. CONSTRUCTION ENTRANCES SHOULD BE REMOVED AFTER THE SITE G� M
HAS REACHED FINAL STABILIZATION. PERMANENT VEGETATION SHOULD 2 TO 5% 75 7,500 DEPOSITS REACH APPROXIMATELY 1/3 1 �i N
REPLACE AREAS FROM WHICH CONSTRUCTION ENTRANCES HAVE BEEN 5 TO 10% 50 5,000 HEIGHT OF BARRIER. mo w� o
REMOVED, UNLESS AREA WILL BE CONVERTED TO AN IMPERVIOUS N m e
SURFACE TO SERVE POST-CONSTRUCTION. 10 TO 20% 25 2,500 4. REFERENCE NCDEQ EROSION AND 1 O 0 o z C)
>20% 15 1,500 SEDIMENT CONTROL PLANNING AND 1 .� I-lu U. 9z
TEMPORARY CONSTRUCTION ENTRANCE DESIGN MANUAL, SECTION 6.62. 12" COMPACTED \ o o n 3 W
C800 NOT TO SCALE 1 W o< 3
THICKNESS OF ABC ,� a J CM ;
2 TEMPORARY SILT FENCE "� " Z
GEOTEXTILE FABRIC 1I p� u 00
C800 NOT TO SCALE i i�i i i-I 1=1 11=1 11= r / / / / / / / / / / TO INSTALLED \ ,� O a
- 1��1=III=III=1 =III=III=III=1 AND ABC SUBGRADE •� coa.
<O II'El I'El 11�111-111-I�I-I�r � r, j��/��j� /j�/j//i//��/�//, .�
II-ICI-ICI=ICI=ICI-ICI-ICI-� �
O III-I I-I I I I I I I I I I I I I I I
�p I-I I=I I- -I I-I I-I I-� UPPERMOST 12" OF
IIII-III-IIIIII=III=III=III= SUBGRADE TO BE
Q, II-III-III-I =III=1I1=1I1=1 5 GRAVEL DRIVE SECTION COMPACTED TO 100%
III-III-111 =III-III-III=
CLASS B RIPRAP I �> C800 NOT TO SCALE STANDARD PROCTOR
� I�I-III-III-IIII-III-III-III-�
TEMPORARY SEEDING SPECIFICATION � III- -IIIIII-I w III=III=
0 Q c II-II :111_IL=111E 1=1IR
cQ, III-_ -IIl IIIE1 B-III-I 1(-
SEEDING MIXTURE: MULCH: OD O 11-111:�`:111-1 =111-� 1=111-1 16' N
SPECIES RATE (lb/acre) APPLY 4000 Ib/ac GRAIN STRAW OR EQUIVALENT COVER OF / O OO III- -111�111-�J-111-111-
RYE (grain) 120 ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY l �O p�ml I p I IP IIp I III=�I 1=1Im 4' TOTAL TOP N
TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE p�' YC
I�N� IIIII111=IIIIII I IIIIIIIIIIIIIIIIIIIII� OF BERM WIDTH
SEEDING DATES: PREFERRED ANCHORING METHOD ON STEEP SLOPES. NNNNNNN� O N _ t
AUG 15 TO DEC 30 g III-III-IIhIII-III-III-III- o
MAINTENANCE: STABILIZED / p O C� 11=111E111E111E111E111-111-� H v
GROUND / QD� O III=III=IIIIII=III=III=III= \ \ EARTHEN BERM o z M
SOIL AMENDMENTS. MOW NO MORE THAN ONCE A YEAR, RE-FERTILIZE IN THE / 0 p I-111E111E111E111E111-111-� o
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. / oO DO I O��III-III-III III-III-III-III- / FOR SAFETY Q Q z
0� OO o 11-1II=III=IIII=III=11�=11�=� \\ \\ \\ \ z z W U o
2000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND RE-SEED, RE-FERTILIZE, RE-MULCH DAMAGED AREAS IMMEDIATELY. FLOW I O �O oO III=III=IIIIII=III=III=III= 5 w
GRAVEL DRIVE SECTION 3 w H o w
O O I I_I I I_I I I_IL=111=11�=11�=� \/ \/
750 Ib/ac 10-10-10 FERTILIZER. I O _ _ L_ C800 / /
Itl�tl=�ht==_ _
DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION I O o O 11-III-III=I =III-III-III=� 24' QUARRY '� /\\/\\/\\/ Q Q Q a
MULCH: FILTER BERM NC I O �O _ _O I_ o _-III-III-I ICI-I I I=I I I-I 3' MIN. �l, / / / / / /
APPLY 40001b/ac STRAW. ANCHOR STRAW BY TACKING SEEDING MIXTURE: DOT #5 OR #57 I /�� T �=1t1=�11=111�=1t- - ACCESS ROAD \/\/\ \/\
w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. SPECIES RATE (Ib/ac) WASHED STONE 1 JO �O O �I I I-III-I I ICI I I-III-I I -III= \\ \\ \\ \\ \\ \\ \
r 1- .. / / / /
A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED TALL FESCUE 250 (6 Ib/1000 sq ft) PS BOO oO �O DRAINAGE PIPE - SEE PLAN=III-I \//\//\/
AS A MULCH ANCHORING TOOL. KENTUCKY BLUEGRASS 50 (1 Ib/1000 sq ft) 1\ o Q I FOR SIZE AND LOCATION -III-III- \\ \\ \\ \\ \\ \\ \\ \\
III=III-III:III-III-III=III-
MAINTENANCE: NURSE PLANTS:
RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE-SEED, BETWEEN MAY 1 AND AUG 15, ADD 10 Ib/ac GERMAN MILLET
RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR 15 Ib/ac SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG 15, O p I O III-1
OR OTHER DAMAGE. ADD 40 Ib/ac RYE (GRAIN). \ OO 11=5 -WIDE=III=III=III=III=I / PROPOSED QUARRY Z
OO O BERM III=III=III=111= ACCESS ROAD FILL i--i
CUT/FILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1 __
II III III III I \ \ \ SLOPE
SEEDING MIXTURE: SEEDING DATES: Oo0 OO III-III-III =III-III-III-III /
BEST POSSIBLE
SPECIES RATE (lb/acre) _ _� _ _ _ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\
AUG 25 - SEPT 15 FEB 15 - MAR 20 p III III III III-III-III-III- INN,/,
TALL FESCUE 100 � O _ _
SERICEA LESPENDEZA 30 I 11-III=III-�111E111-111-�
El I I_I I I_I 11 111EI I I=I I I=I I I=
KOBE LESPENDEZA 10 Op 1I-III-III= -III-III-III-1 //
SOIL AMENDMENTS: �� IOpO EIII-III-III-III-III-III-III- r EXISTING a �+
NURSE PLANTS: APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY O I O I I-I I I-I I I-III I-I I I-I I I-I I I-� \�\\ \ QUARRY P+
BETWEEN MAY 1 AND AUG 15, ADD 10Ib/ac GERMAN MILLET III-III-III�III-III-III-III- //
4000 lb GROUND AGRICULTURAL LIMESTONE AND 1200 Ib/ac O BOTTOM N
OR 15 Ib/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, 10-10-10 FERTILIZER. 11-111-111-1111E111E111-111-� \/\
oO�lll-III-III�III-III=III=III-
ADD 40 Ib/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE '� 11 111E111E1L=111E111-111-1 /�
MULCH: ��-III-III-1I ICI I I III III III; \ \ \/GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES. \ \\/\/\ W
IN MARCH. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH PLAN VIEW 8 HAUL ROAD EARTHENED BERM DETAIL
OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN
C800 NOT TO SCALE [� Q
SEEDING DATES: DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/ac w
BEST POSSIBLE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
AUG 25 - SEPT 15 AUG 20 - OCT 25 Q V1
FEB 15 - MAR 20 FEB 1 - APRIL MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH FILTER BERM NC STABILIZED GROUND O iJ
DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES. DOT #5 OR #57 RIP-RAP CLASS B 5'-WIDE
PROVIDE
SOIL AMENDMENTS: WASHED STONE HEADWALL 1' MIN. MIN 2'
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR MAINTENANCE: HIGH 1% BERM AT
APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND INSPECT AND REPAIR MULCH FREQUENTLY. RE-FERTILIZE IN LATE WINTER FOREBAY AREA CLASS B _ PIPE END
RIPRAP
ACCORDING TO SOIL TESTS OR APPLY 150 Ib/ac 10-10-10 FERTILIZER FOR PUMP 1' 3' III-III-III _
(3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4". DISCHARGE _III-111-1 -�
-III-III-III III-� BEFORE YOU DIQI O
CALL 1-800-632-4949
s SEEDING SPECIFICATIONS =1 11=1 11=1 I I- O _I=1 11=1 I I-I 11=1 11=1 11=1 11=1 N.C. ONE-CALL
III-III-III- -I11=III=1I1=1I I-I I1=1I1=1I I CENTER m8 THE LAW(
C800 NOT TO SCALE I-III-III-III=____ _ -- - ICI 1-I�I�H4---R--1+1--4H---�__
I-III-III-III-III-III-III-III-I 1 -I 11= =111=1 I I-I I I-I I I-I I I-I I I-I I I-I I I=III=III-III-
-
III-III-III-III-III-III-III-III- _I -PIPE �Nv.III-III-III-III-III-III-III-III-III-III-III- ,.1'.�1L C�qQ
-III-III-III-III-III-III-III-I 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III- .,�pQ`..•• l�''-
-I�I_IiI_lil-III=III=III-III-III.-III,-III-III,;,I I I,�,I I I,�,I I I���I I I I i l I I I I i II II 111 l I I I I l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l l-
��i i i i III-I I I_I I I-III � SEAS
p39114 -
SECTION VIEW x � 12/11/2023;�
y.
:,�,*•.�,�� ��Q,.r�; SHEET NUMBER
7 ROCK INLET PROTECTION
C800 NOT TO SCALE
11j il�ll
NORTH CAROLINA BOARD OF EXAMINERS FOR C800
ENGINEERS AND SURVEYORS LICENSE NO.C-3035

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------------------------- END OF APRON(SEE PLANS) c z PLAN VIEWSECTIONSEE OUTLET PROTECTION DETAIL 1' MIN.C B 0% SLOPE v� 3 w H � p �
L = LENGTH J A Q U Q u a
PLAN TABLE OF DIMENSIONS
D T A B C E L WT.
12" 2-1/4" 4" 2'-0" 4'-1" 2'-0" 6'-1" 730 1'-6"
15" 2-1/4" 6" 2'-3" 3'-10" 2'-0" 6'-1" 730 1' MIN.
18" 2-1/2" 9" 2'-3" 3'-10" 3'-0" 6'-1" 1190 FILTER FABRIC
24" 3" 10" 3'-8" 2'-6" 4'-0" 6'-2" 1770 LAP AS NEEDED
30" 3-1/2" 1'-0" 4'-6" 1'-8" 5'-0" 6'-2" 2380
O 36" 4" 1'-3" 5'-3" 2'-11" 6'-0" 8'-2" 5320 NATURAL GRADE 7LEVATIONVIE
42" 4-1/2" 1'-9" 5'-3" 2'-11" 6'-6" 8'-2" 5920 IP RAP Q+
4, 48^ 5" 2'-0" 6'-0" 2'-2" 7'-0" 8'-2" 7470 _ -
54" 5-1/2" 2'-3" 5'-6" 2'-10" 7'-6" 8'-4" 8810 �IE —IT� 60" 6" 2'-6" 5'-0" 3'-3" 8'-0" 8'-3" 1118066" 6-1/2" 3'-0" 6'-0" 2'-3" 8'-6" 8'-3" 12530END VIEW 72" 7" 3'-0" 6'-6" 1'-9" 9'-0" 8'-3" 13980 (THICKNESS) �-
GENERAL NOTES: LAYER OF FILTER FABRIC (SEE PLANS)
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. NOTES: SECTION B-B O/
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF 1. CLASS OR MEDIAN SIZE OF RIPRAP AN LENGTH, WIDTH AND DEPTH OF APRON TO BE N
REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTO M170, TABLE 2, WALL B. DESIGNED BY THE ENGINEER AND ARE SUMMARIZED IN THE TABLE BELOW. Q ~
3. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH. 2. RIPRAP SHOULD BE EXTENDED UP BOTH SIDES OF THE APRON AND AROUND THE END w w
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 Q
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. 3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF U1
THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY SO THAT THE INVERT OF THE APRON SHALL BE THE SAME GRADE (FLUSH) WITH THE Q
AGREE ON THE MANUFACTURER'S STANDARD FORMS AND SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE O
TEMPLATES. WALL AT THE DOWNSTREAM END. [�
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. 4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF Z
THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1. ✓
11 CONCRETE FLARED END SECTION 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
C801 NOT TO SCALE 6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL BEFORE YOU DIQI O
SHALL NOT BE ALLOWED. CALL 1-800-632-4949
N.C. ONE-CALL
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE CENTER I7178 THE LAWI
PERMITTED.
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8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT ��,%`, �1�L IDA% �
OF RIPRAP. O,.•� §s�o ziy�'.,,
�•PO
9. ANY DISTURBED AREA FROM THE END OF APRON TO RECEIVING CHANNEL MUST BE ;'Q `•';
STABILIZED. a SEAS.
939114
x %l2/11/2023;:
�'•• Q►,.� SHEET NUMBER
12 RIP RAP APRON �... ....
,J`�a,,,
C801 NOT TO SCALE C801
NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.C-3035

PROPOSED 1,000 GALLON UL-142 SECONDARY
CONTAINMENT GROUND TANK FOR DIESEL FUEL
DESIGN DATA (DOUBLE WALL TANK) C
CAPACITY - 1,000 GALLONS PROPOSED 1,000 GALLON UL-142 SECONDARY Ito
TYPE - DOUBLE WALL - TYPE I CONTAINMENT GROUND TANK FOR DIESEL FUEL 1'-O$" INNER �.
(DOUBLE WALL TANK)
NO. REQ. - WE
-
OPERATING PRESSURE - ATMOSPHERIC O
SPECIFIC GRAVITY = 1.0
TANK MATERIAL - MILD CARBON STEEL
THICKNESS - INNER- HEADS: 10 GA SHELL: 10 GA (A
THICKNESS - OUTER- HEADS: 10 GA SHELL:10 GA w
CONSTRUCTION - INNER - LAP WELD OUTSIDE ONLY c c g A C C
OUTER - LAP WELD OUTSIDE ONLY
TANK TEST - INNER - 5 PSIG f+
OUTER - +3 PSIG OR 13"hg VACUUM cc
INT. FINISH - NONE
EXT. FINISH -SHOP PRIMER
2413"
LABEL - UL 142
INNER
O N
a a
N \
M
LEGEND
W W
6" FFSO 150# FLANGE THROUGH OUTER SHELL ONLY,
A MARK WITH SPECIAL WARNING LABEL INTERSTITIAL W W
EMERGENCY VENT USE ONLY
0 0
B 6" FFSO 150# FLANGE - PRIMARY EMERGENCY VENT USE o 0
U U
C 2" FITTING o a
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in in
D 2" INTERSTITIAL MONITOR PIPE ; a CL
E 3" FLAT BAR GROUNDING LUG WITH 1/2"0 HOLE ON CL 2 -0
3'-3" o 0
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4 ' . 4 ' . d 4 . 4 . 4 . 4 . 4 . 4 . 4 . 4 . 4 ' .
- 4,000PSI CONCRETE_ I I I I 4,000PSI CONCRETE
/PAD ON WASHED /PAD ON WASHED
III 0 Y� ' STONE V. I I I STONE �. 0. 0. V- 0. i
I I I I
I I-_ �y wWASHED WASHED
STONE STONE BASE �Fv
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I I I I
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I I I � I I II I I I I II I I I I I I I I I I I I I I I I I II I I I ii I Ii I I I I I I I I I
lI i , I 1�
I 1II �O�� Z_
o
ONE BASE � M .0
Z� 3
= � I � � � � i i i i i � 1 1 I w � o I � I Ii1 -_ �
cc Uz
cc 8'-0" 16'-0" a a
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13 DOUBLE WALL ABOVE GROUND STORAGE TANK
C802 NOT TO SCALE
N
0
N
W
N
C7FTi
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O v� vi
0
Q z x W U O
d O
O
1.4
IOC
M--I
Q �
0
BEFORE YOU DIQI O
CALL 1-800-632-4949
N.C. ONE-CALL
CENTER IT'8 THE LAWI
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0 jVk 0Aj?l/��1-
SEAL
939114 '
x %12/11/20231
•'•• Q► SHEET NUMBER
C802
NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.C-3035