SW5240301_Plansheet - Grading/Drainage Plan_20240614 (2)

:. - .. .. _ NPaESStomiwater t]isc rge Perrrd 4cr r orrstnutronAcbwti ) NCOENRRbvision& y
. - ,- � . ,� , TI VE
.. NARRATIVE ,� e=iNt
� Ill
-� -� ��f - , ..f . PROPERTY INFORMATION
t
�'. _ d 1. NEW STABILIZATION T MEFP,AMES
�, -;:, ,
:. - �, THE PROPOSED JUNIPER RIDGE DEVELOPMENT SITE IS IN BAILEY TOWNSHIP, NASH
.__ _ ;L'IfecfiveRug.3,2071j,
.. ai . _ i" OWNER: BARNES LAND CORPORATION1.
i- 1._ : COUNTY ALONG OLD SMITHFIELD ROAD, ACROSS FROM ROCK QUARRY ROAD (S.R.
. ; } I -LL, - 7840 OLD BAILEY HIGHWAY
" € F SPRING HOPE, NC 27882 1965) AT COORDINATES 35.783786°, -78.075797°. THE OVERALL SITE IS BOUNDED
BULL HEAD RD - ii
�-_-���,: 1 , '; , BY BEAVERDAM CREEK TO THE NORTH, MACKENZIE ROAD TO THE EAST,
SiTE.AREA IpTK)N 57ABILI2AriON TfMEF3iA{NE EXCEPfEON^a
' -...., ! LtP t
.. r r' DEVELOPER: AGRICULTURAL LAND TO THE WEST AND OLD SMITHFIELD ROAD AT THE SOUTH. THE
1 GREYHILL DEVELOPMENT, LLC PROJECT AREA IS CURRENTLY MOSTLY CLEARED AND USED FOR AGRICULTURAL �?
..
� j :- -, ; .
s 516 N. EAST STREET [�
Perimeter dlKes, ta7eS;ditches;slopes 7 days None
i-. RALEIGH, NC 27604 PURPOSES, EXCEPT FOR A SMALL PORTION OF WOODS ADJACENT TO BEAVERDAM
, C)
-% CREEK. THE EXISTING TOPOGRAPHY OF THE PROJECT AREA IS MOSTLY 0-4� WITH i�
I CONTACT: FLETCHER BEASLEY/252-377-7035
- N;. SOME UP TO 6% SLOPES IN THE CLEARED AREAS, WITH STEEPER (2-6% & 6-10%) High QuaI4Watar(FQW)Zones 7days Name
i SLOPES IN THE WOODED AREAS. THE SOILS ARE MADE UP OF HYDROLOGIC SOIL
- ' BULL PHYSICAL ADDRESS: OLD SMITH FIELD ROAD (S.R. 1945) Cy
r �hEADp GROUP A, B, D, AND A/D SOILS.
, �'�I
PIN: 277400421914 THE NORTHERN PORTION OF THE SITE IS LOCATED JUST SOUTH OF BEAVERDAM ifslnpes:are 1D'or less 7n length a�cf are
-. CREEK IN THE UPPER TOISNOT SWAMP WATERSHED OF THE NEUSE RIVER BASIN. 5iopes:steeper#iaan3:.1 7days not steeper
?_,p. �/ W ,_.� - PARCEL: 000349 THE HUC IS 030202030301/STREAM INDEX 27-86-1!-3j, WHICH FALLS IN THE {�
- z" WS-Ill, NUTRIENT SENSITIVE WATER (NSW) CLASSIFICATION, A PROTECTED AREA. THE _� _!
W �, DEED REFERENCE. DB2710 PG769
� SOUTHERN AREA OF THE DEVELOPMENT FALLS TOWARDS THE JUNIPER .. s pes3:1 orflattar 1a y aystors p g a t length.
. ,__ k ZONING R 30 SWAMP C; NSW; HUC 0302020304/STREAM INDEX 27-$6-6-2,
CREEK/BLOOMERY io eta s 7d slopes reaterth n5ti' r3len h �y
,_ _
:
' -I . ti_ ALSO !N THE NEUSE RIVER WATERSHED.
TUDE lotherareasvzr flatter than A.t to days None, penm HQW Zones- C)
� �n cr >? '✓�. 35.783786% -78.075797° � Al
$ ram l _. •- . ,- LATITUIaE/LONGI THE PROJECT AREA IS COMPRISED OF ZONE X "AREA OF MINIMAL FLOOD HAZARD"
- slopes tlatfe,#n n asexcept perimeters and
-1 . Z)
I- C TOTAL PROPERTY AREA: 47.03 AC FEMA MAP NUMBER 3720276400J, EFFECTIVE ON 11/3/2004.
U) R4
-_
PER
i S r THERE IS A 50' NEUSE RIVER BUFFER AND 30' VEGETATIVE BUFFER SHOWN AT L
>, i O �' PERSON RESPONSIBLE FOR MAINTENANCE: CONTRACTOR - TBD PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT} ON EXPOSED L4
{2. \"� ��� _ �y BEAVERDAM CREEK.. NO WORK IS PLANNED IN THIS AREA.
` - kN ATION P RMED BY SOIL & ENVIRONMENTAL G ULTA INC. S 2 t CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE
WETLAND DE E ERFO L OF G AID NIG AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED S
%} Lf
L
1. is / Q�
_
` VICINITY MAP - - AREAS WITHIN # WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER ISC)
N.T.S. ` f - SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT-
r �(� f
t y. � ,C� Qj
1 .
* �� z4 ��
o
NOTE: CLEAN WATER DIVERSION LIMITS OF DISTURBANCE 1 ,� . C)
DITCH WILL BE IMMEDIATELY � � U
STABILIZED TO PREVENT 6.g 8 ACRES SEE INSET C ON SHEET C 05 I s. 1' �
OFF-BETE SEDIMENTATION. IN FOR DETAILS IN THIS AREA ,
ADDITION, A CHECK DAM - _ ._ 4 �
_ SHOULD BE PLACED AT THE , _ _ . . - - / . �-i.... -" I , Cj
DITCH OUTLETAOD. / I / : � crj ;2�
, . �� �,.� � �j
j11.1 - � - f
f
..
4 / ..... ..r.. _ f� J� .*
-.. /" .
�_
f
WETLANDS
�4
F
f ��
_. _ ;. ,
/ N
f
..
. . .._ 1
f
.
@ < .
�`.
. , _ ,
CWD#7A
. >: @`'I. i ATTLE SPACING =
@ :
. I 11 EVERY 33 FT} lI *:
: I'. TI3D#4
1
o I @ . A (WATTLE SPACING • o r
:
EVERY 50 F - Q. Cal
PLACE PERMIT BOX1. 1. _. . _.. I "' `L�
AT
AND RAIN GAUGE I 1 0 0 ._. >'�1/23
...... ....
CWD#1 b h`,, o 11. Li i
AT ENTRANCE I @ ; W , : : f
f� o M
SEE INSET A ON SHEET C-05 �_ - (WATTLE SPACING ::. : DoA N
_ _ � �. _ _
.. - - EVERY'100 F @ =,. N / r
,� B
FOR DETAILS IN THIS ARF�
_ T) i�- i Ee .-\,- SCALE
s is ,^S�� .._ 9 - 9©(1
PHASE II I _ y
@ , Q � 4
r @ ,: I LIMITS OF TD.D.#4 y♦ pp : 1 s. .
y IPER CREE L��MERY SWAMP Ta ATERSHED \ I = ..:.; s 2Q N ,. �� I
I I 1: STURBANCE 2:, .:5: ;:, �, ®RA1�lNBY
PIPE DI WATTLE SPACING -
(2) PIPE L,,. ( r ,, �' _..
i ', NEUSE'RIVER BASIN N6N f'H SE II I @ ;;;;.- _
-"
#12 II`: _
BEAVIRDAM CREEK ATEIZSHED EVERY 5a FT1 '. r 'S �_ J r BDF
: � I 0 I ��'; 1 ��r " (WATTLE D#7$ACING
€ ,• _._ .- - I i ce` QO .'� �g�
CWD#1a I y jk�J• t EVERY 33
.t -' WD#1 b NEUSEIt1VER BASIN Id...V.:I'
1
C . @ I Y - '= JOB NUMBER
' i _ (WATI-LE'SPACING I i - + t � ,ID
WATTLE SPACING r t � i
( SILT FENCE ... '::,' � , 7 1 ,::
ERY 100 @ ,I, , I � ~.
;.
I ; :
>
:l EVERY 100 FT) :- ) ;s'�: -. ...f .:�'. - - - _ ... .�. - _ �.. - _ - _ _ - - - .:... - - _ 23(1576A
_ _, _
SB 3 ,
- _
.
_ ._ - ,: ..,_. W T-.1�. ilk._..._ �
iO
_. vy_ .. ... .....
-- - !. _.iR1._ .-... ._.. �.
t
- _ - -
�.. _-..,_- .. _ f--7Q .--_..._- :
`. �` "MY a._ ..� . a. _.•. -. ?�.
_.•._ ...
. _ - ..._ '- 1.1; ©RAIN
.... ...
WING FILE
_ .. ..: :..... Y :;
_ ._
I ,
__..-
It�m
_._ _ _ .
LLL% r._ .. - -
_.�_ iOS1O11
r. ,.. -
1.
11
057&A E
I _
/W
f ... .. .. .>.. .. .� :.. : r
_ r .:..-:..:.._ .
1 , I
_.. ,.
_ _
_,. -
231.64 @p .a"- p
�-ar_ J N
- - - -� at--<-. ...: _ --.-- {,: LAYOUT TAB
I I; - - -
_ ._ /` .i :
- _ ..., - _`� _ ... �. - - �.. _ - _ _ _ ... FTDD#5 i ) t 3D VEGETATIVE
- _ - - - - _ , _ _ �. � _ .._ o _ - -
F i,; . -.- - " `� �". - � .. NEUSE RIVER C-04
[P i .€: a / 1. = @ ',_.� WATTLE SPACtNG / t BUFFER Se
C7 I :, .:
I I I „ 1-1 I @ � I EVERY 33� / j BUFFER ZONE 1 AREA
.
i INSTALL TWO (2) 4OLF 24 PIPE(S) #2, STONE FILTER \ :. f _ /, I4 .
I :> : INLET AND DISSIPATER PAD PER DETAILS TDD#26 , I ;@, I .
TDD. ! .x:- TDD:#6
,.
a •F: r_ _ _ r I f 'C 20'NEUSE pp
I -ice, I' (WATTLE S PACING _
CONCRETE I INV. IN 227.90 OUT 227.70 _ (WATTLESPAciNG I 1 ;' I f ! BUFFER ZONE 2 LIMITS
=.:,A Y ; \ EVERY 100 - -- e" i ( _ . ,�. (WATTLE SPACING : _ _- _ - J f
--: . �.
- EVERY 50 /
.; I ���.�'�"� I WASHOUT ,: °I -�, x ,: EVERY 50 FT) � -� - _ ;% � _
EXTEND DOWNSTREAM TDD#2a {sue; .
,., _ -_ i / i / /
hAATERIALS ...:. � : :' :j' { ..
DITCH TO SECOND (WATTLE I 1�:f PIT W SILT I i `@' I ,;: ;- I - .
1. LAY�awN :.,,,:. r :r.. I I PIPE ..
SPACING Q- ':: f __ / f
EXISTING CULVERT �� PARKING v- _x` FENCE - : , = . / is ;<:
EVERY 100 I AREA I �. I #3 , / - - .. - .
SEE DETAIL -
I I
, .. I I _�: :..,E
v..:,.;.
IN :. .: C 07 .. is `« r
REMOVE EXISTING y.:. ) \ -- ., „ -
I I�Y I 229.0O i
CULVERT \
.. -
i i'.
5FU .
I
I CWD#1c \ r I I0 E y\
:
- _... is \
I
TWO ROWS SILT FENCE : (WATTLE,sPAciNG / - ..
ON THREE DOWNSLOPE r EVERY 1po FT}.. , , .`�
@, TDD#13b q�� l I I c
• I I g.00' (WATTLE SPRC€NG I \`
( ) o �. I ° 1.
SIDES TYP 22
D8
. @, .. EVERY 50 FT) 1 - I : T3. 3
� .
♦`
ROADSIDE DITCH RD7 . 1 ' .• I I / i �: a O ,� � . `, .';':.
( ) A i -, \ z Z
(WATTLE SPACING , , ' I T I - .
a \
EVERY 100 FT) 1.11
� _ . N ♦ \ - * '
1. ,. I@ S B 1 N N` 1 �.
I ` _ . 1" >
CHECK DAM s CHECK DAM _. - - K I \ 1
.
ti- _._ __ - '.I 1 i \ . : ,
• pp ,
I ' 1 '�' \ \ \ y' C)
I � 22 I �- a
. I . 4
..
--_. ;
- 1- F -
� - - ,
e
.' ;; SEE INSET B ON SHEET C-05
, : 1.
FOR DETAILS IN THIS AREA .
w
! 't
.. \ \ �
� \
9
4 � ..
.- �-]�t,- � .
. t� • ® ...
ti ti
. �
§. .
,. __
. %
� EROSION AND SEDIMENTATION CONTROL NOTES SE UENCE OF CONSTRUCTION PHASE 2 -- CONVEYANCE AND SEDIMENT CAPTURE INSTALLATION PHASE 5 REMOVAL OF DEVICES_ w �' o Z `�
1. EROSION AND SEDIMENT CONTROL (E&SCj PERMIT APPROVED AND CERTIFICATE OF COVERAGE (COG) OBTAINED 8. INSTALL CLEAN WATER DIVERSIONS (CWD) WITH CHECK DAMS (C-08) AND/OR WATTLES 18. ONCE VEGETATION IS ESTABLISHED OVER THE ENTIRE SITE, CALL OWNER, ENGINEER, AND
y UNDER DEMLR PERMIT NO. NASH-202 4-001 07/CERTIFICATE OF COVERAGE NO. NCC241220 "OLD SMITHFIELD". PHASE 1 - INITIAL SITE PREPARATION (C-07) AS NEEDED AND STABILIZE SLOPES PER NCGO1 GROUND STABILIZATION AND INSPECTOR FOR A FINAL INSPECTION_ UPON APPROVAL, CLEAN OUT THE SEDIMENT BASIN
2. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF-INSPECTIONS RECORDS, PERMIT, CERTIFICATE OF COVERAGE, AND MATERIALS HANDLING NOTES (SHEET C-07). NOTE REMOVAL OF EXISTING CULVERT ALONG USING DEWATERING BAG UNDER CONTINUOUS OBSERVATION (SEE SHEET C-08 FOR COMPLETE
THE S&E PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. THESE ITEMS BE 1• CALL THE RALEIGH REGIONAL OFFICE OF NCDEMLR AT 919-791-4200 TO SCHEDULE A NEW ROADSIDE DITCH- DETAILS) AND TEMPORARY DIVERSIONS AND BRING TO FINAL GRADES. REMOVE ALL
�� PLACED IN A PERMITS BOX AT THE ENTRANCE OF THE PROJECT. PRECONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES 9. INSTALL ALL SKIMMER BASINS (DETAILS C-08). STABILIZE SLOPES PER NCGO1 GROUND REMAINING EROSION CONTROL DEVICES, GRADE THE AREAS OF REMOVED DEVICES AND SEED
(INCLUDING TIMBERING OR DEMOLITION OF EXISTING STRUCTURES). [DEMLR PERMIT NO. STABILIZATION AND MATERIALS HANDLING NOTES. DISCHARGE WATER INTO THE BASIN IN A AND STRAW ANY DENUDED AREAS IMMEDIATELY.
3. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES ,, K JoynerKeeny
t AND COMPLETE THE FOLLOWING COMBINED SELF-INSPECTION FORM FOUND ON THE DEMLR WEBSITE: NASH-2024-••00107/CERTIFICATE OF COVERAGE NO. NCC241220 "OLD SMITHFIELD"] MANNER TO PREVENT EROSION. PROVIDE A STABLE CONVEYANCE FROM DIVERSIONS INTO 19• WHEN THE PROJECT IS COMPLETE, THE PERMITTER SHALL CONTACT DEMLR CLOSE
CLOSE OUT
HTTPS: DE -NC.GOV ABOUT DIVISIONS ENERGY-MINERAL--LAND-RESOURCES EROSION-SEDIMENT-CONTROL FORMS. BASINS (I.E. RIP RAP LINED CHANNEL, SLOPE DRAIN, TARP, ETC.). PROVIDE STABLE THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMiTTI=£ OF THE PROJECT CLOSE OUT, VIA r'a""i"�,s""'ey`"a&e"�i°eeri"�
a TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION AT 2• INSTALL INSPECTION BOX AND RAIN GAUGE WITH REQUIRED DOCUMENTS. CONVEYANCE (EXTEND PIPE, PROVIDE TARP OR OTHER ACCEPTABLE PRACTICE) FROM OUTLET INSPECTION REPORT, THE PERMITTER SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN
ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX. 3. PER THE NPDES PERMIT, GROUND STABILIZATION WILL BE APPLIED WITHIN 14 CALENDAR DAYS ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL 8E
OF SKIMMER TO PERIMETER SILT FENCE/SILT FENCE OUTLET. (15A NCAC 04B.0106(4))
Box 7533
4. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST FROM LAST LAND DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT GREATER THAN 1 INCH. ANY WITHIN 7 CALENDAR DAYS. 10. INSTALL TEMPORARY DIVERSION DITCHES (TDD) AS SHOWN STARTING DOWNSTREAM TO 9IJ53 N. l�nount,North
Ca lin 27804
w NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL 4• INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, AND SILT FENCE OUTLETS PRIOR TO ANY UPSTREAM. STABILIZE SLOPES PER NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING RockyMouro,N Firm Carolina P-05 1
NOTES. North Carolina Firm No.P-0551
", BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED LAND DISTURBING ACTIVITIES (INCLUDING ANY TREE CLEARING OR DEMOLITION}_ CLEAR ONLY ..•252.9 56024
h AT THE PROJECT SITE FOR MONITORING. A5 NECESSARY TO INSTALL THESE DEVICES AS SPECIFIED ON THE APPROVED PLAN SHEET.
INSTALL ALL OTHER EROSION CONTROL MEASURES AS REQUIRED BY NCDEQ INCLUDING PHASE 3 - ROUGH GRADING CULVERT AND WATER INSTALLATION PHASE
EROSION CONTROL MEASURES ONLY. LAND DISTURBING
_ ;
5. THIS PLAN IS FOR STREETS, UTILITIES AND SEDIMENT AND SAND DIVERSION DITCHES AS NEEDED. CLEAR ONLY AS NECESSARY TO INSTALL
BARRIER 11. STOCKPILES, LAYDOWN OR WASTE AREAS, CONCRETE WASHOUTS, PORTABLE TOILETS, AND
FINAL DRAWING
�i % d-If1f; - FO REVIEW
r it Ar l t>i lift] P � iQl r�AGENCY ra�v E
TED ON PLANS. . @; 1€l l!
N ACTIVITY ON INDIVIDUAL LOTS WILL REQUIRE INDIVIDUAL LOT MEASURES. PROVIDING A REVISION TO THIS PROJECT THESE DEVICES. INSTALL DITCH LINERS AND TEMPORARY CULVERT PIPE AS NO FUELS MUST BE LOCATED AT LEAST 50 FEET AWAY FROM ANY OPEN WATER CONVEYANCES, 11
��ttl t1f/I
° AND E&SC PLAN OR SUBMITTING UNDER A SEPARATE APPLICATION ARE ACCEPTABLE MEANS TO HAVE INDIVIDUAL SEED TEMPORARY DIVERSIONS, BERMS IMMEDIATELY AFTER INSTALLATION- INSTALL COIR
u LOT ACTIVITY COVERED BY THE NPDES PERMIT. BEFORE HOUSE CONSTRUCTION BEGINS ON THE LOTS, A PLAN WATTLES OR CHECK DAMS IN TEMPORARY DIVERSIONS PER PLAN AND DITCH SPACING DETAIL SUCH A5 BASINS, DITCHES, STORM DRAIN INLETS, ETC. THE LOCATION OF THESE ACTIVITIES €€t8 �ii •I ar y i Pttx 2 4° ����`, .. ... ///i
SHOWING THE INDIVIDUAL LOT MEASURES WILL BE REQUIRED. (GS 113A-57(3), 15A NGAC 04B .0105, 15A NGAC ON SHEET C-07. MAY BE FIELD ADJUSTED IF THE DISTANCE REQUIREMENTS ARE MET. r nt' Ic s �.`�� /����
12. BEGIN ROUGH GRADING THE SITE. TEMPORARILY SEED OR STABILIZE ANY DENUDED AREAS 2.. - _SS1•• '9
p 04B .01 06 5 5. ALL DIVERSIONS AND PERMANENT DITCHES WILL BE LINED TO THE TOP OF THE BANK. SEE I33tTi€�Itrrtf; '`Rf1 11.2 .:Q�� O °
{ )} AS PER NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING NOTES-
6_ ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED DETAILS FOR ROLLED EROSION CONTROL PRODUCTS AND SEEDING ON SHEET C-fl6. I . 9 .
w' ONTROL PLAN A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE 13. INSTALL CULVERTS, DISSIPATION PAD AND STONE FILTER INLET PROTECTION FOR EACH. - S p
EROSION C 6. INSTALL PROPOSED 24" CULVERT AND DISSIPATION PAD AT OLD SMITHFIELO ROAD PER Irta � � -� ` 62 ° �'
I DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY APPROVED DOT PLANS AND CALCULATIONS SHOWN ON C-05. 14. BEGIN INSTALLATION OF WATER LINES. INSTALL GROUND STABILIZATION AS PORTIONS OFss `
a° ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE WATERLINES ARE COMPLETED.
OLIO WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND 7• INSTALL SILT FENCE AND SILT FENCE OUTLETS AS SHOWN, INCLUDING SILT FENCE DOA E'athdi'l o ysanct,t 3rx. '�e F-�
MANAGEMENT OR PER DIVISION OF S SURROUNDING THREE SIDES OF THE STOCKPILE AND STAGING AREA, LEAVING OPENINGS ON 15, INSPECT AND MAINTAIN EROSION CONTROL DEVICES WEEKLY AND AFTER EACH 36 RAINFALL I '•GIN •`••
REGULATIONS. THE ROUNDING SIDE OF THE ENCLOSURE. SEE DETAILS G-07. EVENT THROUGHOUT CONSTRUCTION. PERFORM ANY REPAIRS IMMEDIATELY. reerrts s q G
UPSLOPErC: �T3ti7e5j.sarr� .Ic>�.�;�IEs�`#] a� i3;9� ,/// j SCQT� \���
7. ANY SOIL WASTE THAT LEAVES THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY /// _
N PERMITTED CONSTRUCTION SITES WITHOUT ADDITIONAL PERMITS UNDER NCGS 74-49(7)(D). DISPOSAL AT ANY PHASE 4 - LATE CONSTRUCTION PHASE riss t //rrli[I}tl
OTHER LOCATION WOULD HAVE T4 BE INCLUDED A5 R PERMIT REVISION FOR THIS APPROVAL. I�a6 1+ttsr�ttth[ nY�anti;.2-tc��` �_€? �13' � 9pD fl 1®0 2tt0 NpTFOF2GDNSTRUCTfQN�
16. FINISH GRADING THE SITE AND INSTALL ALL IMPROVEMENTS_
17. SEED AND STRAW ANY REMAINING DENUDED AREAS PER NCGO1 GROUND STABILIZATION ANDluerrlts3s
Tway fiLit Arm G1 latter# 46,E 106.0 C nj
MATERIALS HANDLING NOTES (C-07) AND SEEDING TABLES ON SHEET C-fl6. SCALE. F"= I00 FEET
z