SW8070727_Approved Plans_20121024

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O'BRIEN ATKINS ASSOCIATES
SITE DATA TABLE
LOT NO. 1
RECEIVING STREAM NAME
MOTT
CREEK
RECEIVING STREAM CLASS
C,
SW
PARCEL AREA
.2.77
ACRES
FUTURE IMPERVIOUS AREA
0.60
ACRES
EXISTING IMPERVIOUS AREA
1.47
ACRES
% IMPERVIOUS AREA(TOTAL)---75%
FUTURE DEVELOPMENT AREA NO. 1
RECEIVING STREAM NAME
MOTT
CREEK
RECEIVING STREAM CLASS
C;
SW
PARCEL AREA
2.47
ACRES
FUTURE IMPERVIOUS AREA
1.71
ACRES
EXISTING IMPERVIOUS AREA
0.14
ACRES
% IMPERVIOUS AREA TOTAL
75%
LAND DISTURBANCE OF PROJECT
0.96
ACRES
NOTE: LAND DISTURBANCE IS FOR THE MODIFICATION OF
THE EXISTING T POND INTO AN INFILTRATION
BASIN ONLY. THERE IS NO PROPOSED IMPERVIOUS
AREA ASSOCIATED WITH THIS PROJECT.
MYRTLE GROVE, NC
DATE: AUGUST 241 2012
NTS
SITE
141 SANDERS ROAD
WILMINGTON, NC 2$412
DRAWING INDEX
C-100 COVER SHEET
C-101 EXISTING CONDITIONS & DEMOLITION PLAN
C-102 GRADING, DRAINAGE, & EROSION CONTROL PLAN
C-501 GRADING, DRAINAGE, & EROSION CONTROL
DETAILS
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"I -HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST
I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND
NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL. N
" G GRADING
CLEARING,
THAT UPON RECEIPT OF AUTHORIZATION —TO --CONSTRUCT ANY CL ,
SIGNATURE. �
CONSTRUCTION OR DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND—`--—�"�—"--- N
THAT THE APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF
CD
NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY
PRINTED NAME AND TITLE: ______—___ N
00
ACCEPT FULL RESPONSIBILITY FOR THE
T OF THIS PLAN. AS THE OWNER, I(WE) ________MADE PAR DATE:\\\e��,,,,,,,ttilftff/l1/,j,,,,,,`
CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. I (WE) WILL �`� Cabo F
�� Q ss/
TO TRANSFER THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF REGISTRATION NUMBER:
NOT ATTEMPT— _
NEW HANOVER COUNTY." !}y
037891/A w
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SIGNATURE: _-------------- --- NcfuE�`�
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PRINTED NAME AND TITLE:C]
t1RripnAtk /:ALL N.G. ONE
CALL CENTER Q
1730 Varsity Drive, Suite 500 BEFORE YOU DIG w
DATE: _---------
Raleigh, North Carolina 27606 ArchitecturejEngineering jLandscape Architecture/Planning%Interior Design STOP
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Phone: [phone], Fax: [phone] — —4 49 CI)
( } 1 800-63 9
F-1222 O'Brien/Atkins Associates, PA 919.941.9000 - Durham AVOID UTILITY a
www.mckimcreed.com POBox 12037 919.755.1032 - Raleigh DAMAGE
Research Triangle Park 919.941.9006 - Fax
North Carolina 27709 www.obdenatkins.com

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j NCDENR DWQ COMMETS
09282012
1
NEW HANOVER COUNTY ENGINEERING COMMENTS
09.052012
0
ISSUED FOR PERMIT TO NCDENR DWQ
08 20.2012
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
-sAL SEAL
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04 �oFESSio� l
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1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
NCDOT CLASS B RIP —RAP TO BE REMOVED
AND RELOCATED TO ON —SITE STOCKPILE
r, r
r ago
i i
EMERGENCY SPILLWAY TO REMAIN
AND AREA y � � �r�,••, .,,, •-�
ANDSpAD
S,
ri in
Architecture/Engineering/Landscape Architecture/Planning/interior Design
O'Brien/Atkins Associates, PA 919.941.9000 - Durham
POBox 12037 919.755.1032 - Raleigh
Research Triangle Park 919.941.9006 - Fax
North Carolina 27709 www.obdenatidns.com
klift
3 2t,
3 LEGEND
q
L SEWER MANHOLE
0 SEWER CLEANOUT
1
WATER VALVE
Z FIRE HYDRANT
DROP INLET
® CATCH BASIN
STORM DRAIN MANHOLE
ROOF DRAIN CLEANOUT
UTILITY POLE
LIGHT POLE
CABLE TV
R/W RIGHT—OF—WAY
q
g4� PP UTILITY POLE
LP LIGHT POLE
+k
`'i2� Rfw RIGHT—OF—WAY
w w EX WATER LINE
r GAS LINE
--• -"-0HP--�----0HP 0HPoHP-- OVERHEAD ELECTRIC LINE
EX SANITARY SEWER LINE
—?s'�T UGr UG0T UGT-'-- UNDERGROUND TELEPHONE
-------FOFt} FO FIBER OPTIC
EX STORM DRAINAGE
1\- - - - - - - - - - - - - 28— — — — — — — — - - - - - - EX. MINOR CONTOUR
-- — — —30- EX. MAJOR CONTOUR
= RIP RAP
- - - - DRAINAGE EASEMENT
NOTE
1�J
1. THIS PROPERTY IS ZONED R-15 RESIDENTIAL DISTRICT.
2. PROPERTY PINNUMBER IS R07600-006-006-000, DEED BOOK 5057,
PAGE 478.
3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS.
4. BOUNDARY LINES SHOWN ARE COMPILED FROM RECORDED PLATS, DEEDS,
AND TAX MAPS.
)""j 5. EXISTING TOPOGRAPHIC DATA IN THE STORMWA TER POND AREA IS BASED
ON TOPOGRAPHIC SURVEY PERFORMED BY MCKIM & CREED ON JULY 23,
CL 2012. THE REMAINDER OF THE SITE DATA SHOWN IS BASED ON
�`•! CONSTRUCTION DOCUMENTS DATED OCTOBER 17, 2007 BY NORRIS,
Q p KUSKE, AND TUNSTALL.
Q co 6. PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN.
7. THIS PROPERTY IS NOT LOCATED IN A FLOODPLAIN OR FLOOD HAZARD
AREA PER FEMA FIRM MAP #3720313300J DATED APRIL 3, 2006.
8. NO EARTH —DISTURBING ACTIVITIES SHALL COMMENCE UNTIL ALL
PERIMETER EROSION CONTROL MEASURES ARE IN PLACE IN ACCORDANCE
Q WITH THE EROSION CONTROL SEQUENCE SHOWN IN THESE PLANS.
/L-Lj 9. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING
`-�-, IMPROVEMENTS, AT HIS EXPENSE, DURING CONSTRUCTION, SUCH AS, BUT
NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC.
REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC
DURING CONSTRUCTION, WHICH INCLUDES, BUT IS NOT LIMITED TO,
CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC.
11. CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT ALL UTILITIES AND
APPURTENANCES TO REMAIN.
fg
OCTO
NORTH 50' 0 50' 10010001111110
SCALE: 1 "=50' (Horiz.)
STORMWATER BMP IMPROVEMENTS
SECU MYRTLE GROVE
MYRTLE GROVE, NORTH CAROLINA
EXISTING CONDITIONS AND
DEMOLITION PLAN
DATE:
AUGUST 20, 2012
MCE PROJ. #
01517-0226
DRAWN
DNH
DESIGNED
DNH
CHECKED
GML
PROJ. MGR.
GML
SCALE
M&C FILE NUMBER
CX1 O'
HORIZONTAL:
DRAWING NUMBER
1"-50'
VERTICAL:
C-1 01
NIA
STATUS: REVISION
ISSUED FOR PERMIT 2

CONURUCTiON SEQUENCE
co
r
I
11.
7 6,1
I
VARIABL WIDTH DRAINAGE
EASEMEN AROUND
INFILTRATI N BASIN
TBM(SET BY OTHERS
P T0 xELEV=45.00'(ToA
� • �� / ST M DRAI­�MANHOLE \ `�
--�-' _
INV IN(� 33.91 \ \
_.----''" I N V/Z Tt?SE)= �3,87'
*54
N 76 3 .R /''"���` \ K�7 RIP -RAP PRETREATMENT AREA
/- 36 RCP _FE
_36 RCP 14/
SF
/ / \ y
t34*701
O \
DROP INLET
---'' TOP= 39. 52 � 40
NV �/
UNAVAILABLE
/N / \ \
(ROCKS CA IN 0 DI) O
!oo
\i
1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE
CONTRACTOR WITH A GENERAL GUIDE FOR CONSTRUCTION PURPOSES. THIS
SEQUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION ACTIVITIES ON
THIS PROJECT.
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING
AND DESIGN MANUAL.
3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
RAINFALL EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.
4. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS
LEAVING THE SITE, DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE
CONTRACTOR IS OBLIGATEDTO TAKE ADDITIONAL CORRECTIVE ACTION.
CONTACT OWNER'S REPRESENTATIVE AND ENGINEER WITH ANY ADDITIONAL
MEASURES NEEDED.
5. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN
FOURTEEN (14) CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF
GRADING.
6. CONTRACTOR TO POST GRADING PERMIT PROMINENTLY ON SITE AT ALL TIMES.
7. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY
LINES, EASEMENTS, STREAM BUFFERS, TREE PROTECTION AREAS AND LIMITS
OF DISTURBANCE.
8. INSTALL TEMPORARY SILT FENCE.
9. REMOVE NCDOT CLASS B RIP -RAP ACROSS WET POND FOREBAY BERM AND
STOCKPILE ON SITE INSIDE' LIMITS OF DISTURBANCE.
10. FINE GRADE INSIDE POND AS SHOWN ON PLAN.
11. FILL POND WITH CLEAN ASTM C33 OR NCDOT 2S FILTER SAND UP TO
ELEVATION 33. CONTRACTOR TO UTILIZE LIGHT EQUIPMENT (E.G. BOBCAT OR
SMALLER) AND CONSTRUCTION TECHNIQUES TO MINIMIZE COMPACTION DURING
PLACEMENT.
12. PLACE RIP -RAP AT PRETREATMENT AREA AS SHOWN ON PLAN AND DETAIL
ON SHEET C-501. USE EXISTING NCDOT CLASS B RIP -RAP FROM ON -SITE
STOCKPILE. HAUL ANY REMAINING RIP -RAP OFF SITE.
13. INSTALL OBSERVATION WELL IN BERM AROUND BASIN.
14. MODIFY CONCRETE RISER BOX AS SHOWN ON DETAIL ON SHEET C-501.
15. PERFORM SEEDING AND MULCHING IN ACCORDANCE WITH REQUIREMENTS
SHOWN ON SHEET C502 AND SPECIFICATIONS. TEMPORARY AND PERMANENT
SEEDING SHALL ONLY BE PERFORMED OUTSIDE OF THE INFILTRATION BASIN
LIMITS.
16. AFTER SITE IS COMPLETELY STABILIZED, REMOVE ALL TEMPORARY MEASURES
AND INSTALL PERMANENT VEGETATION AS REQUIRED AND ON ANY RESULTING
BARE AREAS.
w I EROSION CONTROL NOTES
1
♦ / % '- ____ [ . ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
/ / �'
�.►♦ � / / /� // / \ \ �j/ WITH THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING
'� �/ / / / / / l \ :!_ AND DESIGN MANUAL.
PR 2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
Z� -Tp [ , ♦ �► to / , / / / �\ \Is / RAINFALL EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY
3. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE
♦/ / / / "� / % I �' � INSTALLED IF DEEMED NECESSARY BY EITHER THE ENGINEER OR
10000 / / / / / / / 1 14, ENVIRONMENTAL INSPECTOR.
�'
,. � / / -� / ! 8 OBSERVATION WELL '
'/ / / 1 C-501 4. ESTABLISH GROUNDCOVER ON GRADED SAND FILLS WITHIN 14
♦ / / / ' / ♦ CALENDAR DAYS AFTER
COMPLETION OF ANY GRADING PHASE.
go
s � ..�- / / / / \ � � � �/ � // ' / �
o, � ,.�- / � � /. / 3fl / � � � � 5. TEMPORARY SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL ALL
to ♦ / / / �/ / /� -''�j / 1 / / CONTRIBUTING AREAS ARE GRADED AND STABILIZED.
0 go/ / ' / / / / �� ,� / / 1 6. DUST CONTROL ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY
♦ / / / / / / AREAS OF THE SITE. THE USE OF OILS AND OTHER PETROLEUM BASED OR
i` FILL EXISTING WET DETENTION PROHIBITED.
TOXIC LIQUIDS FOR DUST SUPPRESSION IS STRICTLY PROH B
w / // / / ♦ / / POND AREA WITH NCDOT 2
4 14 / 1 TEMPORAR
Y CONSTRUCTION ENTRANCE C' ` "RAP AR A �/ ♦� / / / OR C-33 CLEAN FILTER SAND 7. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION
/ � 1 � / / /
�/ / �/ 5/� / / / / UP TO ELEVATION 33 • � � � TRAFFIC BY CONSTRUCTION ENTRANCES, CONTRACTOR SHALL CONSTRUCT
t C--501 \ / / / / / / j VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT
/ - SHALL BE INTERCEPTED AND TRAPPED BEFORE WASH WATER IS ALLOWED TO
/'/ BE DISCHARGED OFFSITE. RINSE -OFF WILL NOT BE ALLOWED OUTSIDE THE
PROJECT CONSTRUCTION LIMITS.
� \ / � // / � � � � 8. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
�
lb o \ \\ / / 5/ REACHES 4-INCHES DEEP.
9. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 3:1.
♦ / ,
\ CONCRETE RISER 10. REFER TO SHEET C-501 FOR EROSION CONTROL DETAILS.
r ti is \ / / , .�:
W f METAL GRATE
...---` so TOP OF GRATE=37.64' 11. TOTAL DISTURBED AREA = 0.96 ACRES.
yh p p SF --�'s ♦ INV OUT=33.30 Ilk•--'"-s • \ �- / �', Q� 12. CONTRACTOR SHALL SEEK PERMIT FOR ANY BORROW AND/OR SPOIL AREAS
r s s \ \ �% nAt NOT SHOWN ON THESE PLANS.
s
�Ilk
r _.-- ti • s �' �` / / , ` 13, NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE.
r 0* r; ♦� • _ C STORMWATER OUTLET STRUCTURE `l' ``' SITE, HARDENED
ACCORDANCE WITH LOCAL AND STATESIDUE WH BE SPOSED OF, OR RECYCLED ON
SOLID WASTE REGULATIONS.
r --- 00 r \ / RCP FES C- 501
--sf s 10 ® I OUT=32.86'
,,..-�-� 0060 1 j 14. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
r ,,I, 00 / REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE
THAT THE APPROVED
L S DETAILING T E DOCUMENTATIONSEDIMENTATION CONTROL
BEING
FOLLOWED. RINSPECTION TOOK
S � �• ''��• ' �. - _ -� �, �, � � -4/ EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE
FROM THE WEEKLY SELF -MONITORING PROGRAM OF THE NPDES STORMWATER
r / w, _ PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION
r /®
TEMPORARY SILT FENCE (TYP) .�-�- � � � � � -4/• ' �`� `� `/ `� `I� y'�t REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
'ACCORDING TO THE APPROVED PLAN. THE
L�:L
- '� A/ A/ + WETLANtNSPECTOOSOMUSTNBEOCONDUCTEDSAFTER EACH PHASE OF THE PROJECT, ANDC
r 0. 9 6
ACCCORDANCE NTHNTINUED UNTIL PNCGSN 13A ENT G54..1 AROUNDNDOI5A NCACVER IS T4B.0131E.DTHE
IN
13
r�
��}, SELF -INSPECTION FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
,
QUESTIONS OR CANNOT ACCESSaTHEf FORM,ePLEASE CONTACT THIS OFFICE E OFFICEAT
LIMITS OF DISTURBANCE (TYP) _
r� J� [phone].
c> REPLACE EXISTING CLASS A RIPRAP A/`I' `l' `I' `i'
ENERGY DISSIPATOR WITH 121 X 6'W X LEGEND
��
r is 1.5 D CLASS B RIPRAP DISSIPATOR. y 47.
6
DISSIPATOR TO BE INSTALLED ON 8 SF TEMPORARY SILT FENCE
�
OZ. NON -WOVEN FILTER FABRIC AND A
6" LAYER OF #57 BEDDING STONE. LIMITS OF DISTURBANCE
r•
i�� TAB-) 24 EXISTING CONTOUR
1.-- 105
35
2 NCDENR DWQ COMMETS 09.28.2012
1 NEW HANOVER COUNTY ENGINEERING COMMENTS 09.05.2012
0 ISSUED FOR PERMrT TO NCDENR DWQ 0820.2012
REV.NO. DESCRIPTIONS DATE
REVISIONS
SEAL
xxttttttll!
39
•t'Z
/lllltHilttttt
A
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
•
ri I
Architecture/Engineering/Landscape Architecture/Planning/Interior Design
O'Brien/Atkins Associates, PA 919.941.9000 - Durham
POBox 12037 919.755.1032 - Raleigh
Research Triangle Park 919.941.9006 - Fax
North Carolina 27709 www.obrienatldns.com
NORTH
STORMWATER BMP IMPROVEMENTS
SECU MYRTLE GROVE
MYRTLE GROVE, NORTH CAROLINA
GRADING, DRAINAGE, & EROSION CONTROL
PLAN
33 PROPOSED CONTOUR
DRAINAG; z - -
I��,,"'
_L voU
}
20' 0 20' 40'
SCALE: 1 "=20' (Horiz.)
DATE:
AUGUST 20, 2012
MCE PROJ. #
01517-0226
DRAWN
DNH
DESIGNED
DNH
CHECKED'
GML
PROD. MGR.
GML
SCALE
M&C FILE NUMBER
C E 101
HORIZONTAL:
DRAWING NUMBER
1"=20'
VERTICAL:
C-1 02
NIA
STATUS: REVISION
ISSUED FOR PERMIT 2

A. COARSE AGGREGATE (2--3" STONE) SHALL BE USED. PAD TO BE 1001 X 25'W X 6"D MIN. PLACE
A MINIMUM OF 3" OF STONE IN A CUT SECTION TO HELP SECURE FILTER CLOTH.
B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
C. ENTRANCES SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES.
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOP DRESSING MAY BE NECESSARY. AFTER EACH RAINFALL, INSPECT
ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE
ALL OBJEC11ONALBE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
E. TEMPORARY PADS MUST BE LOCATED ON EACH SIDE OF ADJOINING ROADWAY.
TEMPORARY CONSTRUCTION ENTRANCE (-ryp)
NTS
EX. TRASI ' �' " �"
FRONT TOP =
24" RCP SD
OUTLET PIPE
@ 0.80%
24" DIA. OUTLE
INV. OUT = 33.30
8' MAX
VARIABLE AS DIRECTED BY THE ENGINEER STEELPOST
%RE FABRIC
,,,, f'
SILT FENCE FABRIC
II►�♦�♦���♦�j!� ♦ ► ♦ ♦'♦ ♦"t'♦ ♦ 1 �� isFILL SLOPE
+�� �♦. ).tw♦♦�! �� �♦�rh a !i ♦ • �� s`� v+♦��i�♦mot►♦�
INTERMEDIATE
LINE WIRES
WIRES
6* MIN. COVER OF NCDOT
►♦♦�s-t� ♦►♦i♦♦t►�♦�♦t ♦♦ q
I���I�i♦ifs+��i�i�a�►♦�♦i►i+i+s��♦i�o�i+i�■■�.►♦i►�►�i+i��+.►� �i♦i��!♦�a��♦���i� -GRADE(I#57 WASHED STONE
ANCHOR SKIRT AS
.,
���■ra■�r#�rr�!�1 ##ram �11#i�.,..+inut
�c.11J►1�t1...1L;lt,..■!l.aLailti�iil�tl::_ I�:
L nu'04II�� �I. DIRECTED BY ENGINEER
FOR REPAIR OF SILT FENCE
FAILURES, USE No. 57
v
WASHED STONE.
1� =1FRONT VIEWItr-l1
FILL WEIR 4P� """ '"„T�
WATERTIGHT
K 0.33' WEIR
LING ON ONE
(1) SIDE
'NG. GALV. Ol
UM EXPANDEI
,FETAL SCREE;
ET PIPE WITH
GHT GROUT
CRUSHED
MAINTENANCE.
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
2 TEMPORARY SILT FENCE TYP
C-501 NTS
EX. TOP OF GRATE EL. = 37.64
EX.
TOP OF
WEIR EL.
= 36.33 +/-
EX.
BOTTOM
OF WEIR
EL. = 36.00 +/-
EX. 2" ID INLET EL. = 34.00 +/-
EX. BOTTOM EL. = 32.00 +/-
NOTES:
1. CONTRACTOR TO FILL EXISTING INLET PIPE AND WEIR STRUCTURE
WITH WATERTIGHT GROUT.
SECTION ELEVATION
('6"'),STORMWATER OUTLET STRUCTURE
�G501 N rs
NCDOT CLASS B RIP -RAP
36" RCP OUTLET PIPE FROM EXISTING STOCKPILE
FES INV. OUT = 33.94
EL. = 34.00
PRETREATMENT PONDING AREA
EL. = 33.00
• CLEAN FILTER SAND NCDOT 2S OR C-33 SAND) . ...
S.H.W.T. EL. - 31.00
('7��RIP--RAP PRETREATMENT AREA
C-501 NTS -
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PLAN VIEW (NTS)
2 NCDENRDWQCOMMETS 0928.2012
1 NEW HANOVER COUNTY ENGINEERING COMMENTS 09.052012
0 ISSUED FOR PERMIT TO NCDENR DWQ 08.202012
REV.N0. DESCRIPTIONS DATE
REVISIONS
RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (lb/acre)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN 50
PIEDMONT & COASTAL PLAIN,
KOREAN IN MOUNTAINS
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE
SEEDING DATES:
MOUNTAINS (ABOVE 2,500'): FEB. 15 - MAY 15
(BELOW 2,5001: FEB.1 - MAY 1
PIEDMONT: JAN. 1 - MAY 1
COASTAL PLAIN: DEC. 1 - AIR. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND
750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50
lb/acre.
SEEDING DATES:
MOUNTAINS MAY 15 - AUG. 15
PIEDMONT: MAY 1 - AUG. 15
COASTAL PLAIN: APR. 15 - AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND
750 lb/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
SPECIES RATE (lb/acre)
RYE (GRAIN) 120
SEEDING DATES:
MOUNTAINS: AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT: AUG. 15 - DEC. 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER.
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 lb/acre OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
lb/acre KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY
OR EARLY MARCH.
TEMPOR-ArxY SEEDING SCHEDULE
('3'�
I�C�-501
NOTE: ALL TEMPORARY AND PERMANENT SEEDING SHALL ONLY BE PERFORMED
OUTSIDE OF THE INFILTRATION BAIN LIMITS.
1 + 50 2+ 00 2+ 50 3+ 00
SECTION A - A' SCALE: 1 "= 50' (H ), 1 "= 5' (V)
NIWA&CREM
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
RECOM MENDA13ON5 FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
TALL FESCUE 100
KOREAN LESPEDEZA 10
NURSE PLANTS:
BETWEEN MAY 15 AND AUG. 15, ADD 10 lb/acre GERMAN MILLET OR BROWNTOP MILLET. PRIOR TO MAY 1 OR AFTER
AUG. 15, ADD 40 Ib/ac RYE (GRAIN)
SEEDING DATES:
BEST POSSIBLE
FALL AUG. 15 - SEPT. 15 AUG. 20 - OCT. 25
LATE WINTER: FEB. 15 - MAR. 21 FEB.1 - APR. 15.
FALL IS BEST FOR TALL FESCUE AND LATER WINTER FOR LESPEDEZAS. OVERSEEDING OF KOBE LESPEDEZA OVER
FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 3,004 lb/acre GROUND AGRICULTURAL LIMESTONE AND 1,750
lb/acre 5-10-10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A
YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
RECOMMENDATIONS FOR GRASS• LINED CHANNEL
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
TALL FESCUE 250-300
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 15 lb/acre SUDANGRASS OR 15 lb/acre GERMAN MILLET. PRIOR TO MAY 1 OR AFT
AUG. 15, ADD 40 lb/ac RYE (GRAIN)
SEEDING DATES:
BEST: AUG. 25 - OCT.
POSSIBLE: FEB. - APR. 15
AVOID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT THIS TIME, ADD 40 lb/acre RYE GRAIN AND USE A
CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 1,000
lb/acre 10-10-10 FERTILIZER
MULCH:
USE ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF THE CHANNELS AND DITCHES, AND STAPLE
SECURELY. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON CHANNEL SIDE
SLOPES ABOVE THIS HEIGHT, AND !N DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000 lb/acre GRAIN
STRAW, AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO 'WASH DOWN SLOPES WHERE THEY CAN CLOG
DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF, THE FOLLOWING YEAR; USE SOIL
TESTS OR APPLY 150 lb/acre 10-10-10. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES.
SEE NCDENR'S EROSION AND SEDIMENT CONTROL PANNING DESIGN MANUAL SECTION 6.11
FOR ADDITIONAL PERMANENT SEEDING OPTIONS.
4
PERMANENT SEEDING SCHEDULE
C-501
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 31NCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW`).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING
RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS, FERTILIZER -1000 LBS/ACRE (10-10-10) OR
FOLLOW SOIL TEST RECOMMENDATION
SUPERPHOSPHATE - 500 LBSIACRE (20%)
MULCH - 2 TONSIACRE (SMALL GRAIN STRAW) ANCHOR - ASPHALT EMULSION AT 450 GAL.JACRE
5
SEEDBED PREPARATION
C-501
4
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PROPOSED
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■ ■
0Br1A,nAtk1
Architecture/Engineering/Landscape Architecture/Planning/Interior Design
O'Brien/Atkins Associates, PA 919.941.9000 - Durham
POBox 12037 919.755.1032 - Raleigh
Research Triangle Park 919.941.9006 - Fax
North Carolina 27709 www.obriena*jns.com
--0+50 0+00 0+50 1 +00 1 +50 2+00 2+50
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C501 NTS
SECTION B-B SCALE: 1"=50' (H), 1"=5' (V)
STORMWATER BMP IMPROVEMENTS
SECU MYRTLE GROVE
MYRTLE GROVE, NORTH CAROLINA
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CONSULTING ENGINEERS, INC.
902 MARKET STREET PHONE [phone]
WILMINGTON, NC, 28401 FAX [phone]
offrceOnkteng.com
©2007 NORRIS, KUSKE & TUNSTALL
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Archite,-tune/Engineering/Landscape Architecture/Planning/interior Design
O'Brien./Atkins Associates, PA 919.941.9000 - Durham
POBox 12037 1
919.755.1032 - Raleigh
Research Triangle Park 919.941.9006 - Fax
North Carolina 27709 www.obrienatkins.com

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Myrtle Grove Office
141 Sanders Road (SR 1187)
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NORRIS, K SKE & TUNSTALL
CONSULTING ENGINEERS. INC.
902 MARKET STREET PHONE [phone]
WILMINGTON, NC, 264401 FAX [phone]
officeOnktang.com
Q 2007 NORRIS, KUSKE & TUNSTALL
Architecture/Engineering/Landscape Architecture/Planning/Interior Design
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O'Brie /Atkins Associates, PA 919.941.9000 - Durham
POBol, 12037 919.755.1032 - Raleigh
Reselw-ch Triangle Park 919.941.9006 - Fax
North Carolina 27709 www.obrienatkins.com
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