NCC233217_Site Plan or Location Map_20231026

p GRADING NOTES EROSION CONTROL NOTES TEMPORARY STOCKPILES LOCATED ON PAVED ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY
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SURFACES MUST BE NO LESS THAN FIVE FEET TO MAINTAIN ALL PRACTICES AS DESIGNED.
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PAVEMENT.ELEVATIONS ARE TO THE UNLES`S OTHERWISE NOTEDNISHED GRADE OF THE / ` ED
FOR ALL IMAINTENUANCE ANDTLET TFAILURE EACHECTION V:ALL EACTIVEK DAY COVEREDFROM EIF LEFTAMOREUTHAN 24TTER EHOURS.AND HALL BE 14. E FOR
GRADEDPURSUANSLOPES AND FILLS SHALLHBEANOLGREATER J solutions
O2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL ^, / t. ON SITE. SEDIMENT WILL BE REMOVED FROM THE ]. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT THAN THE ANGLE THAT CAN BE RETAINED BY civil engineeringlland 50TE6 ng
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH INLET PROTECTION DEVICES WHEN THE STORAGE CONTROL DEVICES IN PLACE UNTIL THE VEGETATIVE COVER OR OTHER ADEQUATE EROSION aes h• Chicago o 18t SON M.Fyetteville.Nc 28306
THE APPROVED EROSION AND SEDIMENTATION CONTROL \ CAPACITY HAS BEEN APPROXIMATELY 509,FILLED. CONTRIBUTING DRAINAGE AREA HAS BEEN CONTROL DEVICES OR STRUCTURES.IN ANY EVENT, olgca 183u+gF6T17 231910-026-6111 ItraerumerlG96a
PLAN.TiE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL 8 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE STABILIZED.INSPECT TEMPORARY EROSION AND SLOPES LEFT EXPOSED WILL,WITHIN 7 OR 14 rm•rADWwIWw•wm
�� EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT CONTROL DEVICES ON A DAILY BASIS CALENDAR DAYS OF COMPLETION OF ANY PHASE
LEAVING THE SITE ON NEIGHBORING ROADS. - SEDIMENT WILL BE REMOVED FROM BEHIND THE AND REPLACE DETERIORATED.DAMAGED,OR OF GRADING,BE PLANTED OR OTHERWISE PROVIDED
3. THE GRADING ON THIS PLAN IS INTERNAL TO THE \ SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' ROTTED EROSION CONTROL DEUCES IMMEDIATELY. WITH TEMPORARY OR PERMANENT GROUND COVER,
SITE ROADWAYS AND THEIR ASSOCIATED DRAINAGE ONLY. \ \ DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BE 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN
DRAINAGE PLANS FOR THE INDIVIDUAL LOTS/HOMES ARE `` REPAIRED AS NEEDED TO MAINTAIN A PROPER DENUDED AREAS WHICH HAVE BEEN FINISH GRADED, EROSION.PURSUANT TO G.S.113A-57(3),
THE RESPONSIBILITY OF THE LOT OWNER. BARRIER. AND ALL DENUDED AREAS IN WHICH GRADING OR PROVISIONS FOR PERMANENT GROUND COVER
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE H `,\ 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT SUFFICIENT TO RETAIN EROSION MUST BE \\IIIIIII///
1 PERMANENT FACILITES INTENDED TO CONTROL ACTIVELY UNDERWAY AGAINST EROSION DUE TO ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN �E (•AR/
PLACED SHALL BE CLEARED OF WEEDS,DEBRIS,TOPSOIL, 1 I 1\�.1 EROSION OF AND EARTH DISTURBANCE OPERATION RAIN,WIND AND RUNNING WATER WITHIN 14 DAYS. 14 WORKING DAYS OR 90 CALENDAR DAYS ��. O(
PO AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL \ SHALL BE INSTALLED BEFORE ANY EARTH (WHICHEVER IS SHORTER)FOLLOWING COMPLETION �••QESS/3'•�
USE SEEDING AND MULCHING,EROSION CONTROL n.
�O BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND N/F DISTURBANCE OPERATIONS TAKE PLACE OR AT THE MATTING,AND/OR SODDING AND STAKING IN GREEN OF CONSTRUCTOR DEVELOPMENT.
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HAS BEEN COMPLETED
P^ TIMOTHY B.MCNEILL&WIFE, - N F EARLIEST POSSIBLE POINT DURING CONSTRUCTION. SPACE AREAS AND OTHERWISE APPROPRIATE 15.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL Ir. •4 <} S.
0 O 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE / SEA
O�\' TULLE LADONNA C.MCNEILL 'GWENDOLYN C.MATTHEWS 3. TEMPORARY&PERMANENT EROSION CONTROL MEASURES.USE EARLY APPLICATION OF GRAVEL EROSION CONTROL MEASURES SHOWN AND ANY _
50N CONTRACTOR AND THE OWNER TO PROTECT ADJACENT MEASURES SHALL BE CONSTRUCTED PER THE BASE ON AREAS TO BE PAVED. ADDITIONAL MEASURES REQUIRED TO CONTROL THE 02
=p��5 JON p0L ROAD 2] DB 2568,PG 125 TDB 1068,PG 6611-*
o DETAILS HEREIN,OR SHALL BE CONSTRUCTED IN 9. DO NOT REMOVE ANY EROSION AND SEDIMENT SEDIMENT DURING THE COURSE OF CONSTRUCTION. y1�PROPERTY,THE PUBLIC AND UTILITIES DURING GRADING +++"'111..._�Y
O SC SR 1202 O OPERATIONS.THE CONTRACTOR ASSUMES ALL LIABILITY FOR � PB 2004,PG 109 ACCORDANCE WITH THE NORTH CAROLINA EROSION CONTROL DEVICES UNTIL THE PROTECTED AREA HAS 16.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED GINE�
THE UNDERGROUND UTILITY PIPES,CONDUITS,OR \ AND SEDIMENT CONTROL PLANNING AND DESIGN UNDERGONE FINAL STABILIZATION AND PERMANENT AS NECESSARY,AND MULCHED ACCORDING TO THE �j 'w ��
STRUCTURES,WHETHER SHOWN OR NOT ON THE PLAN \ MANUAL. VEGETATION HAS BEEN ESTABLISHED,IT IS DETAILS HEREIN. �SCO7T 8� `
_ 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY100 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE _ RECOMMENDED THAT NCDEQ APPROVE THE ACTION 17.THE CONTACT PERSON FOR EROSION CONTROL //////1111111\\\``
AND BOECATIONROF ALLSUTWITI S OR NOTTRUCTURES THESE cPT $ NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO PRIOR TO REMOVAL. ISSUES THAT ARISE ON SITE IS TRACE MCLEAN.
NORTH ✓ °O ° N/F BEGINNING ANY LAND DISTURBING ACTIVITIES. 0.THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONTACT 910-263-2944. O6-ZZ•Zi
PLANS.THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE - ` ° \ KIMBERLY C.GARNER 910-433-3300 CONCURRENTLY WITH THE INITIATION OF v
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS \ 1� l g \ DB 1068,PG 657 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR CONSTRUCTION ACTIVITY.
VICINITY MAP OPERATION w...... �vw �w \Fw l^° '/)1 OTHERWISEDEPOSITEDREA ONTO PUBLIC AND PRIVATE 11.THE INSTALLATION OF EROSION CONTROL MEASURES
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH 6 / �F PAVEMENT AREAS.REMOVAL SHALL BE ON A DAILY SHALL TAKE PRECEDENCE OVER ALL OTHER
DURING AND AFTER GRADING BY THE CONTRACTOR TO ^ \ w�Hv°�.y�s0 V-----\----
•,•, BASIS WHEN TRACKING OCCURS. 1p THE PERMITTEE SHALLUCTOR TIES.BE HELD RESPONSIBLE FOR REVISIONS
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST.IF IT \ 6. LOCATE SOIL STOCKPILES NO LESS 1HAN FIFTY(50)
NOT TO SCALE IS DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM 7-------- .
F ❑4 FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR THE ACTIONS AND PERFORMANCE OF ANV OT ER
THE ENGINEER OF RECORD SHOULD BE NOTIFIED. F DRAINAGE CHANNEL.IF REMAINING FOR MORE THAN PARTIES PERFORMING WORK ON THIS PROJECT. ISSUED FOR CONSTRUCTION
\ SEVEN DAYS,STABILIZE THE STOCKPILES BY 13.ALL EROSION AND SEDIMENT CONTROL PRACTICES
LEGEND: 8. STOCKPILE AREAS THAT WILL EXCEED 10'IN HEIGHT SHOULD fw r,, \ \� \ VEGETATIVE COVER,TARPS,OR OTHER MEANS. WILL BE CHECKED FOR STABILITY AND OPERATION
FI QO EIP-EXISTING IRON PIPE BE GRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT - \ —Fw_ \�`Ow�F ;'- CONTROL EROSION FROM ALL STOCKPILES BY FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL
ERB FENCE. $ ''Po w��rw—Fw—rw�„y� x1\ PLACING SILT BARRIERS AROUND THE PILES. BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
'SO ERB-EXISTING REBAR 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL ' x�_•,�� �"_�T� `w\F '} g N
O ERS-EXISTING RAILROAD SPIKE PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN \
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0 COMPUTED POINT PROGRESS. / \\ (I�,�
10.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE /f/ `�+r OVERLAP r 'a*t \ chq \�'OO y. '�/,,. 4- -- _ NOTIFICATION OF COMBINED SELF-MONITORING AND CONSTRUCTION SEQUENCE
N/F-NOW OR FORMERLY SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN ( '- AREA ��� �- \ 4'4.F p° "`���yyyBBB SELF-INSPECTION FORM:
R/W-RIGHT OF WAY TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO `(\ �?�i / 7 COL+ OS4 '-'\..`
-� \ <F2C I 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS
HANDLE THE STORM WATER ARE CONSTRUCTED.THE $ - `��y. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN AND HOLD PRE-CONSTRUCTION CONFERENCE.
PROPERTY UNE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE g \/ N/F �. I S <ti.. 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR 2. INSTALL STONE CONSTRUCTION ENTRANCE,
-010 - -OLD PROPERTY LINE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 1 JUSTINA DEL CARMEN GARCIA-- 'y F LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH TEMPORARY SILT FENCE,TEMPORARY SEDIMENT
11.ANY DEVIATION FROM THE APPROVED GRADING PLAN C DB 3647,PG 758 - • \\ S,`r I BASINS&TEMPORARY SKIMMER BASINS WHERE
—ADJACENT PROPERTY LINE \ &1. - O 9 T �- PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR g PB 2013,PG 370 H� /Glyy"� o * q fir"' 9' EROSION AND SEDIMENTATION CONTROL PLAN ISIBEING SPECIFIED.
RIGHT-OF-WAY TO IMPLEMENTATION OF THE CHANGE. �� 57 + « LOCH-Inn a
-,' \ \ C,a I FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE 3. CLEAR AND GRUB THE SITE AS NEEDED.
- - - - -SETBACK UNE 12.ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR __ _ i_ AM ADAMS DRIVE '_ 4F .� T \ INSPECTIONS TOOK EFFECT OCTOBER 1,2010. 4. ROUGH GRADE THE SITE AND APPLY TEMPORARY
m—STORM DRAINAGE MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 r -` � 50'R/W-PUBLIC STREET& 56 V. 5 INSTALL TEAREASMPORARY CHECK DAMS
REMAIN GRASSED
TEMPORARY EROSION CONTROL BLANKET OR EQUAL ^/ TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS
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w —WATER LINE UTILITY ACCESS_ �-
SUBSTITUTE. f j v p \ \� I I 2 ' AND NPDES SELF-MONITORING REPORTS.DWQ AND DEMLR 6. INSTALL UTILITIES.
// OVERHEAD UTILITY 13.A 15"DRIVEWAY PIPE IS ADEQUATE FOR ALL DRIVEWAYS I \ - ' \ DEVELOPED A COMBINED FORM.THE SELF-INSPECTION 77. PERFORM FINE GRADING.
58 III(^•/ 301 OOl �"�/ $
EXCEPT AS NOTED BELOW.LOTS 7-11 AND 40 SHALL HAVE \ �I _ ) INSTALL AND PREPARE BASE COURSE.
-- WETLANDS O Vt�'�I - _-- 55 a \ \8 I \ N/F PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING 9. PAVE ROADWAYS
\ 9 SHELTON L.CRUTCHFIELD,SR. PROGRAM OF THE NPDES STORMWATER PERMIT FOR
l\ e z DB 1441,PG 534 CONSTRUCTION ACTIVITIES.THE FOCUS OF THE 10.FERTILIZE,SEED AND MULCH ALL REMAINING
— REQUIREDA 24" FOR LOY T24 IF THE DRIVEWAY PE.A 24"DRIVEWAY PS LOCATEDIPE WILL ON11 I \ \ II[ \ li 52 53 54 - \\ \ PB 2000,PG 438 SELF-INSPECTION REPORT IS THE INSTALLATION AND DISTURBED AREAS.
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SUITABLE SOILS SEARS DRIVE.LOTS 38 AND 39 REQUIRE AN 18"DRIVEWAY r( MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL 11.UPON SITE STABILIZATION SEEK NCDEQ APPROVAL
100 YEAR FLOOD ZONE AIL 59 MAINTENANCE I § r \ MEASURES ACCORDING TO THE APPROVED PLAN.THE TO REMOVE ALL TEMPORARY MEASURES
290—MAJOR CONTOUR I I 1,, .y1 I^ OS4 oU \ \ I£ INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF 12 ALL EROSION CONTROL MEASURES SHALL BE
287—MINOR CONTOUR - EIP O II I� I `7 \ \n THE PROJECT AND CONTINUED UNTIL PERMANENT GROUND MAINTAINED AS OUTLINED IN THE DETAILS WITHIN
` I L COVER IS ESTABLISHED.THE FORM CAN BE ACCESSED AT: THE PLANS AND ACCORDING TO THE NCDEQ
LOC—LIMITS OF CONSTRUCTION I / �.. 47 00�, \ H17P://PORTAL NCDENR ORG/WEB/LR/EROSION EROSION CONTROL MANUAL.
—DIV—DIVERSION BERM I 60 a8 1111 t \ I
SF SEDIMENT FENCING I I/1 •
O // (, LOC\ "'` " IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PROJECT NAME
/ /\ O \ \ I_ PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT(910)
SPOT ELEVATION 1: ��,
%2' BENCHMARK I 3% ( I I 51 50 49 / l / DO =� •
\ \__\I _ 433-3300.
PPS uQUTY POLE / /' 61 " +'"° ,(� 46 \\`\ / LIBERTY
GUY WIRE \ N/F I LO ;` .° 7' O \ `\W f \ _
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I (ASPHALT LYO DB 3185,S PG 773 MENT II,LLC 50 /W T LOC�� `� - o „/O01 \ 1 •�• "ALL DRAINAGE EASEMENTS LOCATED ON LOTS
SUITABLE SEPTIC SOILS I I 62 UTILITY
LANE
IMP \ 45 \� f ��"• \ \ \ SHALL BE MAINTAINED BY THE LOT OWNER NCDOT MEADOWS
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I• " (WETLANDS _PB 2013,PG 370 PUBLIC STREET& i P O p • \ __ WILL NOT MAINTAIN DRAINAGE EASEMENTS OUTSIDE OF
/ � / ICY ACCESS ro- �\V f'y�� qq es'..� \ •'� 1 AREATHE ROW.ANY DRAINAGE SHALL BE MAINTAINED AY BY TIHETED HOA.N COMMON
Q CHECK DAM W/WEIR / \ £ \ , i
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JOHNNIE - �` �� ® _� �OS4 $ - F F < < < 7
- DB 752,Pc 3za _ `, 1 EP g / _ _ _ _ _ e e A a 7 PROJECT INFORMATION
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I/\I/^'!]]Lt'/�[J���) �� DESIGNED BR: SEAWCHRIS
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GROUND STABILIZATION CHART ' '• N F I ❑ 1.0 9 -W�-� 1 i -''I/Oe�E ❑ q, F '°° F e EIP \
SITE AREA STABILIZATION STABILIZATION TIME JOHNNIE CHALMERS&WIFE, ' i ' EP / ��Z00 �L�—L�— \ - \ E f\�,-� \Po- E E E E \ DRAWN BY: SEAWCHRI6
DESCRIPTION TIME FRAME FRAME EXCEPTIONS PARTTRACT 1HOFMERB ' LOC—LOC�OC •F_�� \ 6*,♦ E E E \ CHECKED BY: SCOTT
• DB 338,PG 283 e e V PROJECT NUMBER: 1490
g PERIMETER DIKES, I — ' I \ `l
SWALES,DITHCES 7 DAYS NONE - 4'
AND SLOPES
- HIGH QUALITY N/F \ EIP DRAWING SCALE
WATER HQ 7 DAYS NONE JOHNNIE J.CHALMERS -_
(HOW) TRACTIEJ. 1 AL ----- a N/F
`g ZONES DB 891,PG 33 - \ I JUSTIN EDWARD MASSA HORIZONTAL:1"=150'
6 N/F - � DB 3659,PG 23
o IF SLOPES ARE 10'OR CATHY CAGLE CALLAHAN PB 2019,PG 21
o SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE Q ® DB 2153,PG 580 I\
THAN 3:1 NOT STEEPER THAN 2:1,
O 14 GAYS ARE ALLOWED 8DATE RELEASED
SLOPES 3:1 OR 7-DAYS FOR SLOPES P GRAPHIC SCALE
FLATTER 14 DAYS GREATER THAN 50 FEET - F, ° 300
JUNE 22,2021
IN LENGTH Know what's below. ,z- �`J
ALL OTHER AREAS NONE Call beforeyou dl Q EIP _ �" EXISTING I`_ Mil 11 1
- WITH SLOPES FLATTER 14 DAYS (EXCEPT FOR g __ --- --- -_ 6' T POST SHEET NUMBER
THAN 4:1 PERIMETERS AND - — — -0 ( IN FEET) '
HQW ZONES)
R 1 inch= 150 ft. '
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED C-3.0
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