NCC240138_Site Plan or Location Map_20240123

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SSREES \ oL�° °eB °c(Dof 8"cam 1\�� N �i • /I'\J '\sf • ,. Q ram(° CONSTRUCTION SEQUENCE 4 sit V N <.�7 ss��„o o�C� (" S c 11 a 010 94..1c�.]' `l° Z 7 �\ JC 'o 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND `\� solutions
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`�' o r I 1`,\ p 0 oe 2. INSTALL TALLRSTONOE CONSTROUCTION CONFERENCE.
TEMPORARY
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® �.q>�Q��^ �,�' O - e ;� S m L nI� I^ y �• v a e 7p �/10 N 0 SILT FENCE,AND TEMPORARY DIVERSION BERMS WHERE �s EMlen9 neernglland NMWM ng
g a SPECIFIED acWRN.NR.M 1ROW NCOWOO
l �oo - 2 C `�� 3. CONSTRUCT TEMPORARY SKIMMER BASINS&SEDIMENT M.1914+2F6W m1910-IM-61n waw, 68I G9W
y s f 11 -1n. ' - V Q o C V / -" \ TRAPS. w,wAOWWuum.wm
C?�= e o \ J 4. CLEAR AND GRUB THE SITE AS NEEDED.
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M e - e a 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
IIIIII / l 0, Know what 5 below. TO AREAS REMAIN GRASSED.
1 G � 6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN.
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-- - - - ' - J� ��?,,o o Call before you dig. 7. INSTALL UTILITIES.
-- -�.-- .--�� - __ 1 ==- -.. �- '- -- - 8. INSTALL NEW PIPES AT STREAM CROSSING USING A PUMP
/ SEE'( z /2-N�FN 1''' ._ _ T-_- \ r -�i o _.. .. .. o \\\\IIIIIII///j
o I-1 - -- - ` AROUND METHOD TO KEEP SEDIMENT OUT OF THE STREAM\ ,.
/ I F- I 197 I i1II II IMIll ^ ` n CO - 9 INLETSL INLET PROTECTION ON ALL NEW STORM WATERR\R\�NOV PO o , Oj 200 10.PERFORM FINE GRADING.F NG`' 0 y ® O 199 _ O 1 - J ILO>
�2 81 � O 1.0 �.\ T5 74 0� 72 71 CD , 11 INSTALL AND PREPARE BASE COURSE. /4�SEV
12.PAVE ROADWAYS ZP O PO I I � �� I I `�� `"�� 13.FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED _D�'' JP\ MI -'-'>Ia� I L L o O ,� s AREAS� - 711 ` _ • / - - -e�. --..� --- -- \,1 14.UPON SITE STABILIZATION,SEEK NCDEQ APPROVAL TO GIROADB - . X�- 1 ° -- _ ---.- _ I / �J REMOVE ALL TEMPORARY MEASURES O. '"so'R/w-PueuO .'Y ! -� _. r ROAD E \, _ �� p SC/ / . 50 -� j p 15.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED ///OTL
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n ` - - ' I 111W R/W-PUBLIC - _ AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND //111
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NOPTN °r ry l f / �1 -wr'� ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
�- / �\ , -' �1 I • -" -��- 16.TERMINATION OF COVERAGE UNDER THE NPDES GENERAL
//® O I J//� � : /� i f - � � r� s STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST 12-13-.23
_ --1 11.+, // 6 I ^� - c_ a BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF
VICINITY MAP y �� _ \ $3 m �� 99 I ` ERMINA ON(NOT) THE NOT IS AVAILABLE AT.
I _� S I (� II (® d8'3 \ M.aO OImo„ w; 96O C 11 ,- HTTPS.//EDOCS DEQ NC GOV/FORMS/NCG01 TERMINATION(07
/� `NOT TO SCALE o �U f r `��= - "'r �fl �� _ / <4.,
OF TERMINATION THAT THE CLOSE OUT INSPECTION REPORT REVISIONS
II/ \ -_ PLEASE NOTE;I \y /( (� i - - _ M41)/ ( I '\ • \ UPLOADED AS PART OF COMPLETING THE NOTICE
�I � ;Iv BOA - / . :. �' C �� / / IN PRocEss.
�� .� 5 MUST BE
EROSION CONTROL NOTES I GO \\ 1 \ 64 \'. 1 l
1. ALL DITCHES ARE TO BE LINED WITH NORTH AMERICAN I i 1. � I, O �\ �� �� 1 i
GREEN S75 MATTING USING STAPLE PATTERN"D' 1 o n, Ug 86 92 . &40' �/ '� ./ Q�"/ ..
ALTERNATIVE MATTING SHALL BE SUBMITTED TO THE I I m3ii*.---:,
([ g )) 'r�CyA _ li� ''L ) ® �� � \ 63 j"+1 Z
ENGINEER OF RECORD FOR APPROVAL PRIOR TO USE.THE I I 2 - @-/ (_a _�VV��/ )1 '
REQUIRED MATTING SHALL BE PLACED IMMEDIATELY UPON 1 `� ® ` �' °
FINISH GRADING ANY PORTION OF THE DITCHES. �^®' T �� ® ® O / �� s0" 62 ,2. ALL EROSION CONTROL MEASURES REQUIRED FOR THIS SITE I _ .- �_"iice__ 9
ARE TEMPORARY UNLESS OTHERWISE SPECIFIED RIP RAP ,� \ , -"/, `*i-- / ('( `- /' � \
APRONS ARE PERMANENT. `� " _ I ,. F( 6 )A
3. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR ��/%/�/ -=11 • O r`(•� �. ,� ��� / ®' �O���J �✓ Gd4, / ® �
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. A ° � f N �� ) O C� '1 .
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP • �j / I I O i 0���/:\�/ f /'\ �c \ 2 S / d
AND INLET PROTECTION DEVICES WHEN THE STORAGE 4 � �"`�� © /� L2� � J \ \ 60/ ,` / Z
CAPACITY HAS BEEN REPLACED
WHENHE 50%FILLED.GRAVEL \ -, `� �I ;/ \ 1 O /.. `� // �L! `\/ \ ' '/
WILL BE CLEANED OR REPLACED THE SEDIMENT POOL - IL�iL/1 3
NOE LONGER DRAINSBEPROPERLY. SEDIMENT WILL BE 2 �• \\� � - .« .,/ �� / O -\ ® \
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT �< � 1I,� Lti •" �• �� f [;�' O \ , � ® ( 5$ ` a
BECOMES ABOUT as DEEP AT THE FENCE.THE SEDIMENT I I `, - - ¢ ', `1 .- ._'/' \`♦ O ` , G ` j
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A �\\ /) O
PROPER BARRIER. f / e U L . O 'IE. ' 1 �\ /' ^ Ot 164 \ //
4. TEMPORARY EROSION CONTROL FACILITIES AND/OR I 1 1,.(-• P`) +� • \ NQJ O r �� O 1'i/ C `� f ♦ \ �� .0 \
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF I 1 °� w o.h1 ,,,,„,,,,,,,-7-- ,4 `,°. °I ,�� -N, XID,)
/� lG 0 \ ( ( ® ' �� 1
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED I -r- ( • .QLL' I� '.may`1d - -.I-_ QJ �� / / ;,..t,_74
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BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE J..+ �/W �" I
OR AT THE EARLIEST POSSIBLE POINT DURING " f y ✓ � '��`4W W ^� 59 � - - ` T D�� ® Oy\ \ ' /; ./' \
CONSTRUCTION. • . �''�0°.�� { _ �� �' ':b \��
�n a �. o- v./ 1ss v . (0
5. TEMPORARY&PERMANENT EROSION CONTROL MEASURES ( I ,_.,�")�.�„ ('ILL. a.o�(,) ` -n .°�L � �s\ _ ''� p '-4. . t� J' E 1® „^
c �1���111 "- � `SHALL BE CONSTRUCTED PER THE DETAILS HEREIN,OR I i -- ��+ `.1f 4.- �., -�6 \F►. ,tl y /` // 14 �� �,�`=�� _ , _ ',�.^'\
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH I (w / �.fLL ° '�` -_ , 1 / _ 11'
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND I ( ,��`' \�I \ O \1 °I�?Q �. U O �� \- t� rSy'/�° ® \� ��=�� PROJECT NAME
DESIGN MANUAL. I L �_ 7 ' jL • i '; o / \ - -_
6. THE CONTRACTOR MUST NOTIFY THE WILMINGTON NCDEQ \ -- �`°W LL` � n
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY \ ° T O ,(�� �, ( �i `\ r �-� �� SS)..a._
° o
7 REMOVE ALL SOILS AND OTHERWISE DEPOSITED ONTO(SEDIMENTS
TRND KPRIVOATE l \ w" • ` O _� / /• /
LAND DISTURBING ACTIVITIES.252 796 7215 �/ ^l� VICt
/
_. isi1 MILLCREEK
PAVEMENT AREAS.REMOVAL SHALL BE ON A DAILY BASIS I S N D ®� ` �s,� I
WHEN TRACKING OCCURS `� /n 7 �\ V� / 21 , ,✓�0 ® O� �\ �:�I \
8. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY(50)FEET .� L� 1`/' T'LLw _� ` Q�QJ// ® / ) I e 1'■1I
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE L I --1 O V v-� o / -' �,� \s/ �/ v / _ \<„,,,,,
24 �� y / ME/"IDO.ICHANNEL.IF REMAINING FOR MORE THAN SEVEN DAYS, GRADING NOTES ' ii
/STABILIZE THE STOCKPILES BY VEGETATIVE COVER,TARPS, �'' •' O�/ ` ® O® / / ® �_J '� °1 /
OR OTHER MEANS.CONTROL EROSION FROM ALL (� G" ��,.,�' �� 0 �•
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE �� �, '1- / `V / ,i 1, 4- /
ITEMPORARY STOCKPILES LOCATED ON PAVED SURFACES BENCHMARK AND MUST BE VERIFIED BY THE GENERAL p - IMUST BE NO LESS THAN FIVE FEET FROM THE CONTRACTOR.ALL SPOT ELEVATONS ARE TO THE FINISHED M J �-� !JDRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT GRADE OF THE CURB UNLESS OTHERWISE NOTED LL� ,2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES \ �MORE THAN 24 HOURS J
9. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2%AND 7 "`°.^ 4 ', �'< Q'I3�g� 7
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING LONGITUDINAL SLOPE NO STEEPER THAN 5% ` .�� �'�` "���\ Alt/ % _ �� '�\ � \ � � ®- '� -_ j
DRAINAGE AREA HAS BEEN STABILIZED.INSPECT 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL /v?. .2''''' W /LAND DISTURBING ACTMTIES AND ENSURE COMPLIANCE t O� O �� ./ �p :/TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON TW1TH THE APPROVED EROSION AND SEDIMENTATION �°LL`LL4.4. 0 ® 1A DAILY BASIS AND REPLACE DETERIORATED DAMAGED ORAlb ROTTED EROSION CONTROL DEVICES IMMEDIATELY. CONTROL PLAN.THE CONTRACTOR SHALL INSPECT AND 4 �� -'4 4d" 11 ��MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY /�' + f'\ ' � O
10-TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED \ i J / M/ �
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. w'T ^ " _AREAS WHICH HAVE BEEN FINISH GRADED,AND ALL 'z (\- )
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE 'LL / > �_I 1'.'I�I,
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING \ �' LO / p,
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY PLACED SHALL BE CLEARED OF WEEDS,DEBRIS,TOPSOIL, /-' `l \ „� �(� 17,,,,\
\ ''I \ e0 O �� - �// 'I0 ,
AGAINST EROSION DUE TO RAIN,WIND AND RUNNING WATER AND ALL OTHER DELETERIOUS MATERIALS:NO FILL SHALL ((Ne ) - �.-, j r, I/� 'a LL` a
pBE PLACED UNTIL PREPARATION OF THE EXISTING GROUND / `WITHIN 14 DAYS.USE SEEDING AND MULCHING,EROSION HAS BEEN COMPLETED `, p j �� \ `� \� / ��� / �l Qy , OVERALL
CONTROL MATTING,AND/OR SODDING AND STAKING IN 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE / I' \ • \ �/ © \.O 0� \,A/ 4-%/ JI WC), \• U ,_
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT \ A - • > Q QJ 48 •J� op f_ J y `� C1 GRADING AND
MEASURES.USE EARLY APPLICATION OF GRAVEL BASE ON PROPERTY,THE PUBLIC AND UTILITIES DURING GRADING IJ I �
AREAS TO BE PAVED. / I O\ /QOP "' /
OPERATIONS.THE CONTRACTOR ASSUMES ALL LIABILITY FOR p %- rn
11.DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL �` g` _� ��//L��j „f Q �, o jG C
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE THE UNDERGROUND URLITY PIPES,CONDUITS OR �, M1_ f ( -" �.� ) ,,,\
\7J ° >,./, .O EROSION
STRUCTURES.WHETHER SHOWN OR NOT ON THE PLAN \ > �� / / y0 \7 '\ ):-
FINAL STABILIZATION AND PERMANENT VEGETATION HAS C. \/J S � I <�j \ ® i)
BEEN ESTABLISHED,IT IS RECOMMENDED THAT NCDEQ 6. THE LOCAIT SHALL TION OF ALL E THE UTILITIES OS OR STRUCTURES ABOVE VERIFY RESPONSIBILITY TO -`J l 1 __ J C O \•// 1✓`J- f
APPROVE THE ACTION PRIOR TO REMOVAL. > 1 \ v 4 v O CONTROL PLAN
12.THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED AND BELOW GROUND,SHOWN OR NOT SHOWN ON THESE T - \ O i" 17` 11'C'
PLANS.THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE / l
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION pp ' �
ACTIVITY. TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS ✓ / \ `J- \\--• y\� \s�4�0.. J LL Cy4 n�13.THE INSTALLATION OF EROSION CONTROL MEASURES SHALL OPERATION. Q :1 / \ .0. 1 �TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH �y� / �'DURING AND AFTER GRADING BY THE CONTRACTOR TO • <• �� G7L�"6�� / / 60/.T� /l'---:
aACTIVITIES. ✓ O �IC14.THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST.IF IT cJO \ /` `\GS 4 ` �J• l �• (�; ,< ( CLIENT
IS DETERMINED THAT THERE IS A SLOPE STABILITY I I Iri/ s y )'.�'.��„ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES ✓ \� �� r 1 �;,, ( ❑ 7 . 1
PERFORMING WORK ON THIS PROJECT. PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. -
0 as
15.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 8. STOCKPILE AREAS THAT WILL EXCEED 10'IN HEIGHT LEGEND: \ J • ( •n F'"_ /..`� j� "°" W �� �v �� C A /'�
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED ERBM�, J ^ \ - - - +. \ O \® 1 °J., ( o - - 4 ) _ RIVGR I.-'NDING
RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN BY SILT FENCE. 2y ECM-EXISTING CONCRETE MONUMENT
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL O TRB-EXISTING REBAR \ r ` '" yq J o J/�7/r i,, ,.
ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS ` � / - I". o C� ) ( BUILDERS, LLC
MMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. o COMPUTED POINT •' e=� o'1 \ fI
16.PURSUANT TO G.S.113A-57(2),THE ANGLE FOR GRADED IN PROGRESS. -
10.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE N/F-NOW OR FORMERLY // �, q
SLOPES AND FILLS SHALL BE NO GREATER THAN THE ° /� �'II^ 1
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN VW-RIGHT OF WAY ( O4 �� 'I
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO w / W�p' - � - \,
OTHER ADEQUATE EROSION CONTROL DEVICES OR RCP-REINFORCED CONCRETE PIPE .� PJ 1f 'O O (
HANDLE THE STORM WATER ARE CONSTRUCTED.THE -, 4 '''
STRUCTURES IN ANY EVENT,SLOPES LEFT EXPOSED WILL, `
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE PROPERTY LINE +\J„ p
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY (\ a 1• �I �J;� \I
PHASE OF GRADING,BE PLANTED OR OTHERWISE PROVIDED DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. -ADJACENT PROPERTY LINE /� ^T `° "� v �' L a° d
WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES 11.ANY DEVIATION FROM THE APPROVED GRADING PLAN •• • "° 4''0. ifer _ �,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR ----RIGHT-OF-WAY `( -� . °Q 4. p" � 37 IN . ° J PO BO%1139
PURSUANT TO G.S.113A-57(3),PROVISIONS FOR TO IMPLEMENTATION OF THE CHANGE. - --- -- SETBACK LINE rJ ^J W. C-�� 'v e (l(�- Wallace,North Carolina 28466
12.ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR - O Ti Q -{-- n)"( .. \ I'll :�-, ( J L
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION ss SANITARY SEWER LINE 0 --\ X/ -I,
1) Phone:[phone]
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 - / Qo� \ �1 ' T� o I -�._T g
TEMPORARY EROSION CONTROL BLANKET OR EQUAL -FORCE MAIN LINE - O {J 1% !-p/\. ,7.-�)+6LL. U ,. 'I� Q . (j-/i www.riverlandingbuilders.com
90 CALENDAR DAYS FOLLOWING COMPLETION OF \ - I L l l
SUBSTITUTE. so-STORM DRAINAGE ^"' g I /-"�' to
�'�", •-
CONSTRUCTION OR DEVELOPMENT. ��� ''��� vl ` II)II
17.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION 13.STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF w WATER LINE 7 C) ,•Q ' I'/ '
THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED. \-
CONTROL MEASURES SHOWN AND ANY ADDITIONAL C �v` I J
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING 77 OVERHEAD UTILITY ��"a� J,\- 7 -� �"
THE COURSE OF CONSTRUCTION. - - -PERMANENT EASEMENT o 1, \ > °�U (,�\ PROJECT INFORMATION
18.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS V al.TREE ONE / / (- <)°/-.. J (( OL'
NECESSARY,AND MULCHED ACCORDING TO THE DETAILS \ '(E S
HEREIN- NOTIFICATION OF COMBINED SELF-MONITORING AND 210 MAJOR CONTOUR � [ro \ 4, ' \ `'\ O(G
n 19.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT SELF-INSPECTION FORM. -207-MINOR CONTOUR y 1 .``' 1 - --' O T
e ARISE ON SITE IS BEN JONES.CONTACT 910-520-3296. %208n e ( V - 0 .` p.lL 5' p DESIGNED BY: SEAWCHRIS
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN SPOT ELEVATION ^ o �"i ( - ym
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR BENCHMARK u . '•,\ / / DRAWN BY: CHRIS
LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH v•UTILITY POLE ` - L`r-°.. f / CHECKED BY: SCOTT
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED GROUND STABILIZATION CHART _ 1J q, ' _
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING C•GUY WIRE 1 ` / -- .
FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE TELEPHONE PEDESTAL SITE AREA STABILIZATION STABILIZATION TIME ` . " I -/` PROJECT NUMBER: 1984
w DESCRIPTION TIME FRAME FRAME EXCEPTIONS /' - r r _
INSPECTIONS TOOK EFFECT OCTOBER 1,2010. f /
® Dp WATER VALVE p �J
PERIMETER DIKES,
TO SIMPLIFY DOCUMENTATION OF SELF INSPECTION REPORTS L���FIRE HYDRANT SWALES,DITHCES 7 DAYS NONE \ ry
• AND NPDES SELF MONITORING REPORTS.DWG AND DEMLR `5'SANITARY SEWER MANHOLE AND SLOPES - '
DEVELOPED A COMBINED FORM.THE SELF INSPECTION HIGH QUALITY WATER ( ` o ,� DRAWING SCALE
PROGRAM IS SEPARATE FROM THE WEEKLY SELF MONITORING (ASPHALT 7 DAYS NONE '�1T\.
y PROGRAM OF THE NPDES STORMWATER PERMIT FOR (CONCRETE (HOW)ZONES ,/
IF SLOPES ARE 10'OR z1 0_ �S T�J, HORIZONTAL:1"=40'
E W1
w CONSTRUCTION ACTIVITIES.THE FOCUS OF THE J ( $
i , SELF-INSPECTION REPORT IS THE INSTALLATION AND WETLANDS SLOPES STEEPER LESS IN LENGTH AND ARE i'd l I ` (9
7 DAYS \ / v
SKIMMER THAN 3:1 I NOT STEEPER THAN 2:1
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL I
o , MEASURES ACCORDING TO THE APPROVED PLAN.THE 14 DAYS ARE ALLOWED \� \ 12
-LOC-LIMITS OF CONSTRUCTION L '� �
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF 7-DAYS FOR SLOPES ( ^r J DATE RELEASED
SHEET KEY , SLOPES 3:1 OR
THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND -SF-SILT FENCE LINE FLATTER 14 DAYS GREATER THAN 50 FEET /
y COVER IS ESTABLISHED.THE FORM CAN BE ACCESSED AT: IN LENGTH
SSF-SPECIAL SILT FENCE UNE
HTTPS://WWW.DEO NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-AND- NONE DECEMBER 13,2023
LAND-RESOURCES/STORMWATER/STORMWATER-PROGRAM/NPDES- -'M-JUTE NETTING ALL OTHER AREAS (EXCEPT FOR J GRAPHIC SCALE
CONSTRUCTION-PROGRAM -DIV-DIVERSION BERM WITH SLOPES FLATTER 14 DAYS PERIMETERS ABS Jt
f -GDIV-GRAVEL DIVERSION BERM THAN 4:1 HOW ZONES)
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, OWLET PROTECTION / 1� � s0 SHEET NUMBER
I PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT(919) /'N_CHECK DAM WITH WEIR
791-4200.
24
i EII EXCAVATED INLET PROTECTION ( IN FEET)
m E�W„w� / 1 inch= 120 ft. • ).0
I__
v(
E 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