SW8110702_APPROVED PLANS_20141028

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 \ M-7 o 2
DOC TYPE ❑ CURRENT PERMIT
ff] APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE lwA\o2u
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Engineers and Scientists
220 Old Dairy Road
Wilmington. NC 28405
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Engineering Services C-0585
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Goldsboro us 70 Kinston New Bern APPROVED a/c iNro
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EFRGJECT NO.: ''^,,,,,,,,/790,,,2
20' 0 20' 40' CONSTR. CONTR. NO.
SCALE: 1"=20' NAVFAC oRAwiNG NO.
12682498
SHEET 8 OF 63
C-100

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KEY NOTES
D 10 SWALE SECTION D
9 B2
02 EQUIPMENT LAYDOWN AREA -504 0
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03 LIMITS OF DISTURBANCE 1 C-501
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6 FILTER BAG FOR DEWATERING OPERATIONS A5
3 �! Q _ 6 -505 �
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EXCAVATE TO ELEV 10.5 AFTER FINAL _ �o� NA
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STABILIZATION OF THE CONTRIBUTING �a0��� o> 14 N J
DRAINAGE BASIN. EXCAVATION IN THE C0 ��►p1 12 I ``.````� CAR0�/,/
INFILTRATION BASIN SHALL BE DONE FROM ^� / TST#1 13 `�tttlll"
THE BANKS AND NO HEAVY EQUIPMENT IS 12 13 142 g ,oQ •;Ess� 9%
PERMITTED IN THE BOTTOM OF THE Q �/ X X14.50 X a 0
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C ® TEMPORARY SEDIMENT TRAP - SIDE SLOPES=3: 1 0 14.4 x 14.78 14.78 14.60� 14.70 14.70 � f IIIIEC
4 Oct 15 2014 9:29 AM
TST#1 - DRAINAGE AREA=0.28 ACRES _B 05
DEPTH=2' WIDTH=16' LENGTH=32' WEIR=4' ® ELEV 13.0 / x 15 15.48 14.98
I C4 � 15.48 15 14.85 14.85 I g ~CATLIN
TST#2 - DRAINAGE AREA=0.22 ACRES ° C-50 8 ' 14.85 x ,Engineers and Scientists
DEPTH=2' WIDTH=15' LENGTH=29' WEIR=4' ® ELEV 13.0 / x I F.F.1 5.50
15
7 I g 220 Old Dairy Road
14.85 Wilmington, NC 28405
9Q SEDIMENT TRAP BAFFLE - - x
4.4 Corporate Licensure No for
TST#1 - 3 REQUIRED @ 9 SPACING f - �O� 4 I g Engineering Services C 0585
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TST#2 - 3 REQUIRED ® 7.25' SPACING I I 15. 8 15.1 15.0 �1g
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TEMPORARY DIVERSION 1b.0 14_6� g APPROVED
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20' 0 20' 40' CONSTR. COWR. NO,
SCALE: 1"=20' NAVFAC DRAWING NO.
12682500
SHEET 10 OF gg
C-102
1 2 13 4 5 CRA1111FDAW REVISION: 10 �

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220 Old Dairy Road
Wilmington, NC 28405
-� Corporate Licensure No.for
20 O z 20 Engineering Services C-0585
O N
EXIST SAN SEWER M NHOLE + o o A/E INFO
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EPROECT NO.: 796M/79W2
SCALE: 1"=50' (Horiz.) CONSTR. CONTR. NO.
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5' 0 5' 10. NAVFAC DRAWING NO.
12682501
SHEET 11 OF 63
SCALE: 1"=5' (Vert.) C-103
1 2 3 4 5
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1 2 3 4 5
MAINTENANCE
a
INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (t{z INCH OR GREATER) RAINFALL EVENT AND CONSTRUCTION SPECIFICATIONS
REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING S
AREA, AND REPLACE THE PART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT. HIGH AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE
Compacted soil 2 ' CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS DESIGNATED DISPOSAL AREA.
I
A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE< min >I MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO
SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. ALLOW FOR SETTLEMENT.
AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE 3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION BETWEEN THE RIPRAP AND THE SOIL FROM PIPING BY
'" FLOW USING FILTER FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND SOIL. PLACE THE FILTER FABRIC BETWEEN THE
D : •• '.':• , ;.? .' : ::;.. . SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS, AND STABILIZE PROPERLY RIPRAP AND THE SOIL. EXTEND THE FABRIC ACROSS THE SPILLWAY FOUNDATION AND SIDES TO THE TOP OF THE DAM; OR- EXCAVATE A D
�;'.j::,;:•:, .;: .-, :;'.'. : ;r , 18J,min KEYWAY TRENCH ALONG THE CENTER LINE OF THE SPILLWAY FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE
TRENCH SHOULD BE AT LEAST 2 FEET DEEP AND 2 FEET WIDE WITH 1:1 SIDE SLOPES.
12" min. of NCDOT#5 `� 4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO FACILITATE SEDIMENT CLEANOUT.Cross-Section 0
or #57 washed stone - ------- - ---------- ---- 5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR (LATTER. o
�_t____ FL
6 ' typical ---------0- 1.5' min. 6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM BOTTOM WIDTH OF 3 FEET AND MAXIMUM SIDE a
-�ry -- ------- SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM OF THE SPILLWAY SECTION.
3600 cu ft/acre •,e 7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE
5' TOP OF THE OVER FILLED EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21
4 J max INCHES. THE WEIR MUST BE LEVEL AND CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY.
8. MATERIAL USED IN THE STONE SECTION SHOULD BE AWELL-GRADED MIXTURE OF STONE WITH A Dso SIZE OF 9 INCHES (CLASS BEROSION rAd
CONSTRUCTION SPECIFICATIONSCONTROL STONE IS RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED AND THE SMALLER
1 . REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER STONES WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY WEATHER-RESISTANT
til mm filter ` 9. DISCHARGE INLET WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH
OBJECTIONABLE MATERIAL. FILL AND COMPACT, TO NATURAL GROUND LEVEL OR ABOVE, fabric OUTLET PROTEC11ON TO DIVERT SEDIMENT-LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY
ALL DITCHES AND GULLIES THAT WILL BE CROSSED BY MACHINERY. 10. ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST THE TOE OF THE EMBANKMENT UNTIL STABLE
2. DISK THE BASE OF THE DIKE BEFORE PLACING FILL. CONDITIONS ARE REACHED AND OUTLET VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE OUTLET
3. ENSURE THAT THE CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS. SECTION FLUSH WITH THE SURROUNDING GROUND, AND SHAPE THE CENTER TO CONFINE THE OUTFLOW STREAM (REFERENCES: OUTLET ,
4. COMPACT THE DIKE BY TRACKING WITH CONSTRUCTION EQUIPMENT. PROTECTION). tr *►
5. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE 11. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT. YSAC
DESIGN ELEVATION PLUS THE SPECIFIED Designosettled 21' Overfill 6" for 12. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY
SETTLEMENT AFTER IT HAS BEEN COMPACTED. P ms�' settlement AFTER CONSTRUCTION. ssttiitRo
�. Plan View 13. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT LEVEL (1/2 THE DESIGN DEPTH) ON THE PLANS AND ����i�.�AROCj/,
6. LEAVE SUFFICIENT AREA ALONG THE DIKE TO PERMIT MACHINE RE-GRADING AND - _ ^"'""'"'! Q . 'Essr - 4,'-,
CLEANOUT. 'IF � MARK IT IN THE FIELD. � o:c`` `•y
7. IMMEDIATELY SEED AND MULCH THE DIKE AFTER ITS CONSTRUCTION, AND STABILIZE } 4' � Emergency by- 14. INSTALL POROUS BAFFLES. • a _
THE FLOW PORTION IN ----T------_ _ m� N • • s 2 5�0� pass 6' below `
_____ 5' __________ min. settled to of
dam i y'•tiOlNtifc,•yo`�
ACCORDANCE WITH DESIGN REQUIREMENTS. 2' to 3.5' fill ; tiy�aa ,,/�FNrMt�tp��`\•
C y�Q+ TEMPORARY SEDIMENT TRAP C
----- ----------- '� Natural (�
MAINTENANCE filter 3' Ground C-102 `�� Oct 2 2014 2:38 RM
fabric min.
INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY ti' CATLIN
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIKE. Engineers and Scientists
Drape baffle material overwire strand and Extend 9 gauge wire to basin side or install T-post to anchor
MATERIALS: p baffle to side of basin and secure to vertical post 220 Old Dairy Road
CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION. 1. USE MATTING MADE OF 100% COCONUT FIBER (COIR) TWINE WOVEN INTO HIGH secure with plastic ties at posts and on wire every 12" Wilmington, NC28405
WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DIKE IS PERMANENTLY STABILIZED, STRENGTH MATRIX WITH THE PROPERTIES SHOWN IN TABLE 6.65A. Corporate Licensure No for
REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL TO BLEND WITH THE , 4'Max. Engineering Services C-0585
2. STAPLES SHOULD BE MADE OF 0.125 INCH DIAMETER NEW STEEL WIRE FORMED INTO A U SHAPE
NATURAL SURFACE. NOT LESS THAN 12 INCHES IN LENGTH WITH A THROAT OF 1 INCH IN WIDTH. THE STAPLES ANCHOR "
THE POROUS BAFFLES INTO THE SIDES AND BOTTOM OF THE BASIN. 9Gauge Min High n/E INFO
3. ENSURE THAT STEEL POSTS FOR POROUS BAFFLES ARE OF A SUFFICIENT HEIGHT TO SUPPORT Tension Wire Strand 3'MIN:` Variable Depth APPROVED
BAFFLES AT DESIRED HEIGHT. POSTS SHOULD BE APPROXIMATELY 1-3/8" WIDE MEASURED PARALLEL Shall Be Secured
TEMPORARY DIVERSION TO THE FENCE, AND HAVE A MINIMUM WEIGHT OF 1.25 LB/LINEAR FT. THE POSTS MUST BE EQUIPPED To Post To Support
Baffle Material Secure bottom of baffle to ground with FOR COMMANDER NAVFnc
n WITH AN ANCHOR PLATE HAVING A MINIMUM AREA OF 14.0 SQUARE INCHES AND BE OF THE i ; ; 12"staples at 12"maximum spacing. "`i'""
C-102 BG SELF-FASTENER ANGLE STEEL TYPE TO HAVE A MEANS OF RETAINING WIRE AND COIR FIBER MAT IN Baffle Material
THE DESIRED POSITION WITHOUT DISPLACEMENT. /
4. USE 9-GAUGE HIGH TENSION WIRE FOR SUPPORT WIRE. �./Baffle Material SATISFACTORY TS j TO DATE
oRW JAR CHK
GJ
PM/DM CAW WAS
SPECIFICATIONS FOR POROUS BAFFLE MATERIAL: BRANCH MANAGER MAD
COIR FIBER BAFFLE MATERIAL PROPERTY REQUIREMENTS: If the temporary sediment basin will be I I Gauge CHIEF ENC/ARCH BGA
converted to a permanent stormwater basin Landscaping Staple SURVEYOR
of greater depth,the baffle height should be z = c' B
THICKNESS 0.30 IN. MINIMUM g p g 0 z
12 MIN 6 THICK LAYER OF COARSE TENSILE STRENGTH (WET) 900 X 680 LB/FT MINIMUM based on the pool depth during use as a M H s L
AGGREGATE (2" TO 3" DIA STONE) temporary sediment basin. S z z
ELONGATION (WET) 69% X 34% MAXIMUM cog w N
CONSTRUCTION SPECIFICATIONS FLOW VELOCITY 10-12 FT/SEC W <
O O Q O / ( / ) Steel Post _ Z
WEIGHT 20 OZ SY 680 G M�2 MINIMUM Note:Install three (3)coir fiber baffles in basins z p
0 CQ 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, MINIMUM WIDTH 6.5 FEET at drainage outlets with a spacing oft/4the 2'-0"Depth W Q O
ROOTS AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY ---' 8 c'
Q OPEN AREA 50% MAXIMUM basin length. (2) coirfiber baffles can be � )
GRADE IT. Baffle Material should be secured to the bottom c F'
n Q installed in the basins less than 20 ft. in length 0
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS CONSTRUCTION: and sides of basin using12'landscape staples z < Q
O with a spacing of 1/3 the basin length. 4 Q F-
<0 SHOWNTO
NOTE: LOCATION OF CD O 3. PROVIDEODRAINAGETHELTOS CARRY ANDSWATOER TH TO A SEDIMENT TRAP OR 2. INSTALL THE COIR FB RIT. 1. GRADE THE BASIN SOHAT BA BAFFLES IMMEDIATELY UPONTHE BOTTOM IS LELONT EXCAVOATIONKOFNTDHEIDE BA INSSIDE. ; CL
CL
ENTRANCE MAY VARY � ��O� OTHER SUITABLE OUTLET. 3. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP (PRACTICE 6.62, SEDIMENT FENCE). Z OV
DURING CONSTRUCTION 0 0 70' MIN 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY 4. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES AND SPACED A MAXIMUM OF 4 FEET APART. THE TOP OF THE FABRIC SHOULD BE A MINIMUM OF 6 INCHES HIGHER THAN THE INVERT OF 0 a Q
PERIOD. O O O OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR THE SPILLWAY. TOPS OF BAFFLES SHOULD BE A MINIMUM OF 2 INCHES LOWER THAN THE TOP OF THE EARTHEN EMBANKMENT. z_
Q O O HIGH WATER TABLE. 5. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES. ir i
O O l� O 6. ATTACH A 9 GAUGE HIGH TENSION WIRE STRAND TO THE STEEL POSTS AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION WITH PLASTIC TIES OR WIRE FASTENERS TO PREVENT SAGGING. IF THE w w wp
MAINTENANCE z
QOO QOQ TEMPORARY SEDIMENT BASIN WILL BE CONVERTED TO A PERMANENT STORMWATER BASIN OF A GREATER DEPTH, THE BAFFLE HEIGHT SHOULD BE BASED ON THE POOL DEPTH DURING USE AS A TEMPORARY LLI
MAINTA� OD<0 OO SEDIMEINTTHE FROMRAVEL PAD IN A CONDITION LEAVING THE CONSTRUCTION OSIT EETHI)S MAY T MUD OR SEDIMENT. EXTEND 9 B SGAUGE MINIMUM HIGH TENSION WIRE STRAND TO SIDE OF BASIN OR INSTALL STEEL T-POSTS TO ANCHOR BAFFLE TO SIDE OF BASIN AND SECURE TO VERTICAL END POSTS W U
O QE) OCQ 0 REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER 8. DRAPE THE COIR FIBER MAT OVER THE WIRE STRAND MOUNTED AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION. SECURE THE COIR FIBER MAT TO THE WIRE STRAND WITH PLASTIC TIES OR w a �
EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP WIRE FASTENERS. ANCHOR THE MATTING TO THE SIDES AND FLOOR OF THE BASIN WITH 12 INCH WIRE STAPLES, APPROXIMATELY 1 FT APART, ALONG THE BOTTOM AND SIDE SLOPES OF THE BASIN. m J
10 MIN Q DO OHO OQQ O SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY 9. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN Z F- U) W
REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR 10. ADJUSTMENTS MAY BE REQUIRED IN THE STAPLING REQUIREMENTS TO FIT INDIVIDUAL SITE CONDITIONS. W U C)
10/ TRACKED ONTO PUBLIC ROADWAYS. MAINTENANCE REQUIREMENTS: ~ u_ oU C'S
A 10' INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. U. Q o z O A
MIN BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. W > 9 a C..)
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE
EDGE OF EXISTING ROADWAY a z
PAVEMENT STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. o
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
TEMPORARY CONSTRUCTION ENTRANCE AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. SCALE SEE PLAN
EPROJECT NO.: 796M/796542
NOT TO SCALE C-102 A2 CONSTR. CONTR. No.
SEDIMENT TRAP BAFFLE DETAIL OCT 2 1 20A NAV`A` °RA 12682s1a
NOT TO SCALE C-102 A4
SHEET yg of 63
C-504
1 2 1 3 4 5 10
MARC'

1 2 3 4 5
a
a
a
5'-0" METAL STAKE DRIVEN 2'-0"
INTO GROUND. MAXIMUM SPACING w
OF STAKES 8'-0" O.C.
SECURE FABRIC TO STAKES r.__-__-----^_--__-^------ -- ^--�------
AND WIRE MESH WITH PLASTIC STRAP '
OR WIRE TIES AND MAINTAIN.
t
STANDARD STRENGTH SYNTHETIC FABRIC. FLOW _ I ^
r ,r i ; ?. : -FILTER BAD ';
D MINIMUM 2'-0" OF FABRIC ABOVE GROUND. , 4 D
t..
BACK WITH "HOG" WIRE
rL
FIN. GRADE EXCAVATE 4"W x 8" D TRENCH AS SHOWN
0
PUMP DISCHARGE HOSE
8" PLAN VIEW
4" DIRECTION OF RUNOFF FLOW
STRAP
BURY TOE OF FABRIC IN GROUND A MINIMUM OF 8 SLOPE �r
FLOW
= 5% MAX.
u -
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NA
ELEVATION FILTER BAG
�
NOTES:
CONSTRUCTION SPECIFICATIONS: �,.���. ^Ro�;,,,
OQ''E�SS/ '•T
1. SEDIMENT SHALL BE REMOVED FROM DITCH AND FENCE REPAIRED AFTER EACH RAINFALL. 1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE
2. SILT FENCES SHALL NOT BE REMOVED UNTIL ALL OF THE DISTURBED AREAS HAVE BEEN Q r;
STABILIZED. 2. PLACE FILTER BAG ON SUITABLE BASE LOCATED ON A LEVEL OR 57. MAXIMUM SLOPING SURFACE DISCHARGE TO A STABILIZED AREA yr F�GINti
EXTEND BASE AM INN UM OF 12 INCHES FROM EDGES OF BAG. �i FN �����
C 3. BACKFILL 4 X 8 TRENCH WITH SOIL PLACED OVER '�//,M�t�„�` C
THE FILTER FABRIC. CONTRACTOR SHALL COMPACT BACKFILL. 3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THEMANUFACTURER Oct 2 2014 2:38 Pill
RECOMMENDATIONS. AS THE BAG FILLS WITH SEDM ENT, REDUCE PUM PING RATE
MAINTENANCE REQUIREMENTS:
4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG HAS REACHED CAPACITY J1" CATLIN
1 . INSPECT SILT FENCES EACH WEEK AND AFTER EACH RAINFALL. ANY REQUIRED REPAIRS WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDM ENT FROM THE BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED Engineers and Scientists
SHALL BE MADE IMMEDIATELY. TORN, COLLAPSED, DECOMPOSED OR INEFFECTIVE FABRIC AND M ULCH BY THE END OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF 220 Old Dairy Road
SHALL BE REPLACED IMMEDIATELY. THE DEVICE Wilmington, NC 28405
2. SEDIMENT DEPOSITS SHALL BE REMOVED FROM THE FENCE AFTER EVERY RAINFALL. THE FENCE Corporate Licensure No.for
5. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TO ACCOMMODATE A M AX M UM 4 Engineering Services C-0585
SHALL NOT BE DAMAGED AS SEDIMENT DEPOSITS ARE REMOVED. ANY SILT FENCING DAMAGED BY
THE CONTRACTOR DURING SEDIMENT REMOVAL SHALL BE REPLACED AT NO ADDITIONAL COST TO INCH DIAMETER PUMP DISCHARGE HOSE THE BAG M USTBE MANUFACTURED FROM A NONWOVEN GEOTEXTILE THATM EETS OR EXCEEDS
THE OWNER.
MINIMUM AVERAGE ROLL VALUES(MARV) FOR THE FOLLOWING: a/E INFO
APPROVED
3. SILT FENCES SHALL NOT BE REMOVED UNTIL THE AREA, INCLUDING THE CONTRIBUTING DRAINAGE GRAB TENSILE 250 LB ASTM D-4632
AREA IS STABILIZED. PUNCTURE 150 LB ASTM D-4833
FOR COMMANDER NAVFAC
FLOW RATE 70 GAL/M IN/FT` ASTM D-4491 ACTIVITY
SILT FENCE B 1 PERMITTIVITY (SEC-') 1.2 SEC-t ASTM D-4491
W RESISTANCE 70% STRENGTH® 500 HOURS ASTM D-4355
C-102 APPARENT OPENING SIZE(AOS) 0.15-0.18 MM ASTM D-4751 SATISFACTORY TO DATE
ASTM D-4632 DES Gl DRVV JAR CHK Gl
SEAM STRENGTH 90% PM/DM CAW WAS
BRANCH MANAGER MAD
6. REPLACE FILTER BAG F BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP CONNECTION BETWEEN PUM P HOSE CHIEF ENG/ARCH BGA
AND FILTER BAG WATERTIGHT REPLACEBEDDINGF ITBECOMES DISPLACED. SURVEYOR
B z = " B
� U �
Z
FILTER BAG 0 Z z
Zgict Lu CM
C-102 A5 w W < z w
J
2 W ¢ 0_
c�i U
w 1 F—
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w
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0
SCALE: SEE PLAN
EPROJECT NO.: 7NIM/71HIM2
OCT 2 1 2014 CONSTR CONTR. NO
NAVFAC DRAWING NO.
12682519
SHEET 29 OF
C-505
1 2 1 3 1 4 5 wuwEowi aEvsw14: 10 1111 2=

1 2 3 4 5
a
a
a
TEMP SEEDING - LATE WINTER /EARLY SPRING TEMP SEEDING SCHEDULE - SUMMER TEMP SEEDING SCHEDULE - FALL MAINTENANCE PLAN
EC010A EC010B EC010C
1 . CHECK ALL EROSION AND SEDIMENT CONTROL PRACTICES FOR
SEEDING MIXTURE SEEDING MIXTURE STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING
SPECIES RATE (LB/ACRE) SPECIES RATE (LB/ACRE) SEEDING MIXTURE RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. MAKE
RYE (GRAIN) 120 GERMAN MILLET 40 SPECIES RATE (LB/ACRE) ANY NEEDED REPAIRS IMMEDIATELY TO MAINTAIN ALL PRACTICES
AS DESIGNED.
RYE (GRAIN) 120
D OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS 2. PERIODICALLY TOP DRESS ALL CONSTRUCTION ENTRANCES WITH D
NOT TO EXTEND BEYOND JUNE. MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE. SEEDING DATES AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER
SEEDING DATES MOUNTAINS - AUG. 15-DEC. 15 DEPTH. IMMEDIATELY REMOVE ANY SEDIMENT THAT IS TRACKED
SEEDING DATES COASTAL PLAIN AND PIEDMONT - AUG. 15-DEC. 30 INTO THE STREET. fL
MOUNTAINS - ABOVE 2500 FT: FEB. 15-MAY 15 MOUNTAINS - MAY 15-AUG. 15
PIEDMONT - MAY 1 -AUG. 15 SOIL AMENDMENTS
BELOW 2500 FT: FEB. 1 -MAY 1 COASTAL PLAIN - APR. 15-AUG. 15 FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIME-STONE AND 3. REMOVE SEDIMENT FROM SEDIMENT TRAPS, BASINS AND CHECK
PIEDMONT - JAN. 1-MAY 1 1,000 LB/ACRE 10-10-10 FERTILIZER. DAMS WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% �
COASTAL PLAIN - DEC.1 -APR. 15 SOIL AMENDMENTS FILLED.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE MULCH
SOIL AMENDMENTS 4. FERTILIZE AND SOD OR TEMPORARY SEED ALL GRASS AREAS
GROUND APPLY 4,000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT NETTING
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE AGRICULTURAL LIMESTONE AND 750 LB ACRE 10-10-10 FERTILIZER. OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN ACCORDING TO THE SPECIFICATIONS TO MAINTAIN A VIGOROUS,
/
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 BE USED AS A MULCH ANCHORING TOOL. DENSE VEGETATIVE COVER.
FERTILIZER.
MULCH MULCH wP
APPLY 4,000 ACRE STRAW. ANCHOR STRAW BY TACKING WITH LB APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH MAINTENANCE STABILIZATION NOTES
/ ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50
ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY 1 . STABILIZE ALL DISTURBED AREAS WITHIN 14 DAYS OF CEASE OF ■ si
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING BLADES SET NEARLY STRAIGHT CAN BE USED AS AN ANCHORING TOOL. ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES,
COVER BEYOND DUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND
TOOL. STOCKPILES, AND ANY OTHER UNSTABILIZED AREAS. .�`'tttiiif����
COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY ��.�� CARO %
MAINTENANCE MAINTENANCE MARCH. 2. STABILIZE ALL DISTURBED AREAS WITH SLOPE OF 3:1 OR .. y ,
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE GREATER AND ALONG PERIMETER WITHIN 7 DAYS AS INDICATED IN =o� S. �
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, a � 1
REFERTILIZE AND MULCH AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. THE GRADING AND DRAINAGE PLANS. p
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. 3. PROVIDE GROUNDCOVER IN ACCORDANCE WITH NPDES F Q.oa`
CONSTRUCTION STORMWATER GENERAL PERMIT NCGO10000 AND
C PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 ti
%i;N Mi�sa ��
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) Oct 2 2014 2:38 P�tl
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
EROSION AND SEDIMENT CONTROL NOTES CONSTRUCTION SEQUENCE:
�-"-"Z" CATLIN
Engineers and Scientists
EROSION CONTROL NOTES: 1 . CONTRACTOR TO NOTIFY NCDENR, THE CONTRACTING OFFICER, AND OICC 220 Old Dairy Road
PRIOR TO BEGINNING CONSTRUCTION AND HAVE A PRECONSTRUCTION Wilmington, NC28405
1. PERFORM CONSTRUCTION ACTIVITIES IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION MEETING ON SITE BEFORE WORK BEGINS. (910-796-7215) Corporate Li nsure No for
CONTROL ACT OF 1973.
ngineenng ervices C-0585
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES. STABILIZATION TIMEFRAMES
2. PLAN AND CONDUCT LAND DISTURBING ACTIVITIES TO LIMIT EXPOSURE OF BARE EARTH (Effective Aug. 3, 2011)
aiE INFO
FOR THE SHORTEST POSSIBLE TIME. 3. CLEAR AND GRUB, AS NECESSARY, FOR THE INSTALLATION OF THE PPRo 0
EROSION AND SEDIMENT CONTROL MEASURES. ALL DEVICES SHALL BE IN
3. STABILIZE DISTURBED AREAS BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND PLACE AND FUNCTIONING PRIOR TO BEGINNING MASS CLEARING AND SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
UNIFORM GROUND COVER. GRUBBING ACTIVITIES. ACTIVITY
FOR COMMANDER NAVFAc
vin
4. PROVIDE SEDIMENT AND EROSION CONTROL MEASURES AT TEMPORARY CONSTRUCTION 4. CLEAR AND REMOVE FROM SITE ALL TREES, ROOT MAT, ETC FROM THE
STAGING AREAS TO PREVENT OFF SITE SEDIMENTATION. SOD TEMPORARY CONSTRUCTION REMAINING AREAS WITHIN THE DESIGNATED DISTURBED AREA AFTER ALL Perimeter dikes, swales, ditches, slopes 7 days None
DATISEACTORYTo DATE
STAGING AREAS TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION EROSION CONTROL DEVICES ARE INSTALLED AND WORKING PROPERLY.
DES G,f DRW
OF THE PROJECT. PM/DM CAW WAS
5. IMMEDIATELY UPON COMPLETION OF WORK, ALL DISTURBED AREAS ARE BRANCH MANAGER MAD
5. INSPECT SEDIMENT AND EROSION CONTROL MEASURES AFTER EACH RAINFALL TO INSURE TO BE GRADED, TEMPORARILY SEEDED, AND MULCHED. DISTURBED AREAS High Quality Water (HQW) Zones 7 days None CHIEF ENGiARCH BGA
THEY ARE FUNCTIONAL AND IN GOOD WORKING CONDITION. REMOVE SEDIMENT ARE NOT TO LAY EXPOSED LONGER THAN 14 DAYS. SURVEYOR
B DEPOSITION ACCUMULATION PERIODICALLY TO MAINTAIN UNIT EFFECTIVENESS. Z = = B
6. INSTALL DIVERSION DIKES TO DIVERT UPSTREAM STORMWATER RUNOFF U z
6. OVER THE DURATION OF THE PROJECT, THE GOVERNMENT SHALL MAKE PERIODIC AND AWAY FROM THE EXCAVATION. INSTALL TEMPORARY SEDIMENT TRAPS 00 Z z
UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS OF ALL EROSION PRIOR TO PUMP STATION EXCAVATION. If slopes are 10' or less in length and are z g o w N
CONTROL MEASURES. IF EROSION OCCURS, THE GOVERNMENT SHALL NOTIFY THE Slopes steeper than 3:1 7 days z o
not steeper than 2:1, 14 days are allowed. �
CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY THE SITUATION. 7. BEGIN TEMPORARY EXCAVATION SUPPORT SYSTEM CONSTRUCTION AND og 2 a Z
MASS EXCAVATION FOR PUMP STATION FOUNDATION. ALL DEWATERING SHALL BE FILTERED THROUGH A SERIES OF FILTER BAGS AND THE W N I
2 a
e �'
7. REPLACE OR REPAIR CULVERTS, DITCH-LINES, OR RIP-RAP DISTURBED BY THIS W F-
CONSTRUCTION TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. TEMPORARY SEDIMENT TRAPS PRIOR TO DISCHARGE INTO THE EXISTING Slopes 3:1 orflatter 14 days 7 days for slopes greater than 50' in length. j o Q
INFILTRATION BASIN. J
8. THIS PROJECT IS WITHIN THE WHITE OAK RIVER BASIN. a
8. EROSION CONTROL MEASURES AND SPILL PREVENTION MEASURES SHALL 10 IZ
9. THE CONTACT PERSON RESPONSIBLE FOR MAINTENANCE: BE INSTALLED PRIOR TO ANY HDD. F All other areas with slopes flatter than 4:1 14 days None, except for perimeters and HQW Zones. 0 U)
CAMP LEJEUNE BASE CONTACT:
NEAL PAUL 9. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE-CONSTRUCTION z C11- Q
DESIGNATED GOVERNMENT OFFICIAL CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY BE w Y w
DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES. W W 0
(910) 451 -3034 z W
SOIL TYPES FOR THIS SITE ARE: 10. UPON STABILIZATION OF SITE, THE EXISTING INFILTRATION BASIN SHALL iZ U
BaB - BAYMEADE FINE SAND BE EXCAVATED TO THE DIMENSIONS AND ELEVATIONS INDICATED ON Ld
BmB - BAYMEADE-URBAN LAND COMPLEX C-102. INSTALL PERIMETER SILT FENCE AT LIMITS OF DISTURBANCE FOR W m J
MaC - MARVYN LOAMY FINE SAND THE FINAL BASIN RESTORATION. a J cn W
Mk - MUCKALEE LOAM Z U Q
11 . WATER, FERTILIZE, MOW AND MAINTAIN SODDED AREAS UNTIL FINAL LL < o o
A 10. THE RECEIVING WATERS FOR THIS PROJECT IS COGDELS CREEK. WATERS APPROVAL BY NCDENR AND AS SPECIFIED. LL
CLASSIFICATION IS SC; NSW. A
Z Q &�
12. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON W U
11. THE TOTAL LIMITS OF DISTURBANCE AREA IS 1 ACRE. APPROVAL BY NCDENR. Z
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12. IF BASINS/TRAPS REMAIN SATURATED TO NOT PERMIT CONSTRUCTION FOR 7 CAYS AFTER 13. ALL DISTURBED AREAS TO BE VEGETATED WITH SOD.
SCALE: SEE PLAN
A RAIN EVENT, THE BASINS/TRAPS MAY BE DEWATERED BY PUMPING UPLAND/UPSTREAM EPR°GECT NO 7s M/70s&t2
FROM THE SURFACE AND DISCHARGED ON UNDISTURBED LAND AFTER PASSING THROUGH CONSTR. CONTR. NO
A FILTER BAG. OCT 2 1 2 14
NAVFAC DRAWING N0.
13. KEEP AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES. 126
SHEET 30 O oF f520 g;
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SODDING/SEEDING REQUIREMENTS
SEDIMENTATION & EROSION CONTROL NOTES:
ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITH SOD
AT THE COMPLETION OF LAND DISTURBING ACTIVITIES EXCEPT FOR THE TANK
TRAILS. TANK TRAILS WILL BE PERMANENTLY SEEDED. 1. LAND DISTURBING ACTIVITIES (GRADING, EXCAVATING, AND CONSTRUCTION) ON THE PROJECT SHALL NOT COMMENCE UNTIL
THE APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SPECIFIED ON THE PLAN.
D FOR PERMANENT SOD COVER SEE SPEC 32 92 23 2. EROSION CONTROL SYMBOLS SHOWN ON PLAN MAY NOT ACCURATELY SHOW EXACT DIMENSIONS AND CONFIGURATIONS OF D
CENTIPEDE GRASS MIXES SHALL BE AT LEAST 100/ PURE, CONFORMING TO STATE LAW. EROSION CONTROL MEASURES (I.E. NUMBER OF CHECK DAMS AND SPACING, ETC.). REFER TO EROSION CONTROL
STANDARD DETAILS FOR EXACT DIMENSIONS AND CONFIGURATIONS.
0
FERTILIZER SHALL BE COMMERCIAL TYPE 10-10-10 OR EQUIVALENT, CONFORMING TO STATE LAW. 3. ALL SEDIMENT AND EROSION CONTROLS ARE TO BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND
AFTER ANY STORM EVENT OF 0.5 INCHES OR GREATER OF PRECIPITATION DURING ANY 24-HOUR PERIOD. ANY NEEDED o
LIME SHALL CONSIST OF AGRICULTURAL GRADE GROUND LIMESTONE, CONTAINING AT LEAST 34/ MAGNESIUM CARBONATE. REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL EROSION AND SEDIMENTATION CONTROLS AS DESIGNED.
A SOIL TEST SHALL BE PERFORMED TO DETERMINE APPROPRIATE SOIL AMENDMENTS. PROVIDE COPY OF SOIL ANALYSIS TO ENGINEER 4. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION
AND OWNER FOR APPROVAL PRIOR TO APPLICATION. ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION
ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT PORTION
ALL AREAS TO BE GRASSED SHALL BE CULTIVATED TO A DEPTH OF 4 INCHES BY MECHANICAL TILLER. ALL CLODS OR CLUMPS OF THE SITE WILL RESUME WITHIN 21 DAYS.
SHALL BE BROKEN AND FOREIGN MATERIAL SHALL BE REMOVED AND DISPOSED OF OFF-SITE. THE CONTRACTOR SHALL INCLUDE THE
COST OF REMOVING FOREIGN MATERIAL AND OFF-SITE DISPOSAL IN THE BID PRICE FOR PIPE. 5. SILT/SEDIMENT FENCES WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SEDIMENT WILL BE REMOVED FROM
APPLICATION OF FERTILIZER, LIME AND SEED SHALL CONFORM TO THE FOLLOWING APPLICATION RATES FOR PERMANENT COVER BEHIND THE FENCE WHEN IT REACHES 1/3 OF THE TOTAL FENCE HEIGHT. REMOVED SEDIMENT SHALL BE DISPOSED OF IN
A SUITABLE AREA AND STABILIZED TO PREVENT EROSION AND SEDIMENTATION.
CENTIPEDE GRASS: 10 POUNDS PER ACRE 6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
FERTILIZER: 500 LBS PER ACRE
LIME 1000 LBS PER ACRE 7. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF :oEtijN.... "
SITE SEDIMENTATION. CONTRACTOR SHALL PROVIDE ADDITIONAL DEVICES AT NO EXPENSE TO THE OWNER. ALL TEMPORARY ; �: oF6ss/a�9:q
SEED SHALL BE APPLIED EVENLY BY A COMMERCIAL APPLICATOR AND RAKED IN LIGHTLY. SEED SHALL NOT BE SOWN IMMEDIATELY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETED AND THE SITE IS STABILIZED. = :� SEAL
FOLLOWING RAIN, WHEN THE GROUND IS TOO DRY, OR DURING WINDY PERIODS. ALL SEEDED AREAS SHALL BE COMPACTED AND
DRESSED SMOOTH WITH A ROLLER. OTHER DEVICES FOR COMPACTION AND DRESSING WILL BE APPROVED BY THE ENGINEERS. 8. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE
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BEING PUMPED BACK TO THE CREEK. 'yN M. KAMP�P`'\
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FOR TEMPORARY COVER SEE SPEC 01 57 13.0022 9. WHERE PRACTICABLE, TRENCHES SHOULD BE FILLED AND COVERED AT THE END OF EACH DAY. (of-if if .
10. CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED ROADWAY FROM
CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED. _
11. FOR LINEAR UTILITY INSTALLATIONS NO MORE THAN 5,000 LINEAR FEET ALONG ANY SINGLE LINE SHALL BE EXPOSED FOR COM
LONGER THAN 7 DAYS WITHOUT STABILIZATION.
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12. DURING CONSTRUCTION, TEMPORARY SLOPES GREATER THAN 2:1 THAT WILL REMAIN EXPOSED FOR LONGER THAN FOURTEEN
ADDITIONAL NOTES: (14) DAYS SHALL BE STABILIZED WITH SOIL STABILIZATION MATS. PERMANENT SOIL STABILIZATION MATS SHALL BE
1. ALL SEEDED AREAS SHALL BE WATERED UNTIL AN ACCEPTABLE GRASS COVER IS OBTAINED.
INSTALLED ON PERMANENT SLOPES GREATER THAN 2:1 OR WHERE OTHERWISE INDICATED ON PLAN. A/tNFG
APPROVED
2. DURING THE PERIOD OF GUARANTEE, THE CONTRACTOR SHALL REPAIR ALL DAMAGE DUE TO EROSION AND OTHER CAUSES, AND
SHALL MAINTAIN ALL GRASSED AREAS IN AN ACCEPTABLE CONDITION. GRASS SHALL BE MOWED AND WATERED AS NECESSARY.
EROSION CONTROL CONSTRUCTION SEQUENCE DRcwWW1 N,vfwc
3. NO FESCUE SHALL BE USED. """'" PAC00%KAGE
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2. AFTER CONSTRUCTION SITE IS ACCESSED, INSTALL TEMPORARY SEDIMENTATION AND EROSION DRANCH MAWER
EROSION CONTROL LEGEND CONTROL MEASURES NECESSARY. INCORPORATE INTERIM MEASURES AS DIRECTED BY THE ENGINEER CHEFENC/NRCH
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PROGRESSES. a Z o z B
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PROJECT LOCATIONS ONSLOW COUNTY, NORTH CAROLINA 12598727
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1
1607 . 01 1622 . 01 1622. 01 EPRwECT NO.: 796542
607 . 01
O CONSTR. CONTR. NO.
N40085-10-D-5313
o N o NCDOT ROADWAY STANDARD NCDOT ROADWAY STANDARD NAVFAC DRAWING NO.
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�Q N NAWAC DRAWING NO.
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SHEET 1 OF 1 HEET 1 OF 1 SHEET 1 OF 1 SCALE:CT No.: 786542
9 HEET 1 OF 1 SCALE: NTS
1632 .03 1632 . 03 1633.01 1633 .0
_ O CONSTR. CONTR. NO.
NCDOT ROADWAY STANDARD NCDOT ROADWAY STANDARD N40085-10-D-5313
N _ v
L � N N NAVFAC DRAWING N0.
N N a 12598740
DRAWING 1632.03 DRAWING 1633.01
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PAVEMENT SCHEDULE EOP 36' EOP EOP 36 EOP $
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, CL CL
C1 TYPE SF9.513, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
12' 12' 12' all. g' 8' 12' 12' 12' 8'
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE,
C2 TYPE SF9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. "
D YD. IN EACH OF TWO LAYERS. 2'-6" 2'�^ 2'-6
C& 1 D
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, CBEG
C3 TYPE SF9.513, AT AN AVERAGE RATE OF 112 LBS. PER SQ.
YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO GRADE
EXCEED 2" IN DEPTH. POINT o
D1 PROP. APPROX. 3.5" ASPHALT CONCRETE INTERMEDIATE COURSE, MATCH V CMATCH C MATCH R _ 3: R vv vv Cz D1 R 1 bt
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TYPE 119.013, AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. EXISTING EXISTINGI EXISTING o 31 %/ ���``�� 1 2% 2/0 2/0 2% 3'• �\ �
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-�--n_ 3:1 SLOPES SLOPES
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, - - -_, _ SLOPES
D2 TYPE 119.06, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER `----U`-- ---- ��`�`
---
1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN T \ /
DEPTH OR GREATER THAN 4" IN DEPTH. D1 12 12 U 14.5" J1 12
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E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE XISTING PAVEMEN Z p EXISTING PAVEME Z)(TYp)
B25.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. (Ty )
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE TYPICAL ROADWAY SECTION TYPICAL ROADWAY SECTION
E2 AVERAGE RATE OF
DEPTH TO BEPLAC DIN LAYERS INOT BLESS THAN 3" IN
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SCALE: N.T.S. CP101 C3 SCALE: N.T.S. CP101 C5
J1 PROP. 8" AGGREGATE BASE COURSE. -G- STA. 5+14.11 TO STA. 9+50.00 -G- STA. 9+50.00 TO STA. 11 +27.35
?,�pQG ESS Ip�N9
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24 24 _
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(SEE WEDGING DETAIL ON SHEET No. CP503) >%/✓�� 3•� 41 / 4:1
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APPROJEO
A VARIABLE
Z COMPACTED AND APPROVED SUBGRADE VARIABLE T 14.5" J1 T 11 J1 4:1 SLOPES
SLOPES 6,• 6" 43' FOR 004NN#R NA\FAC
NOTE: PAVEMENT EDGE SLOPES ARE 1 :1 UNLESS SHOWN OTHERWISE. GRADE TO THIS LINE Z (Typ) ' ' 1 FINAL DESIGN
FOR B25.OX PLACED ON UNSTABILIZED SUBGRADE, MIN. LIFT IS 4". r / Z (T'p) PAACKCK AGE SUBMITTAL
DESFM O DUE 06.13.2011
TYPICAL ROADWAY SECTION
TYPICAL ROADWAY SECTION DEsJKD DRWJMKD CHK JWJ
Pu/oR» cw Pv
GONZALEZ BOULEVARD B3 GONZALEZ BOULEVARD BRANCH MANAGER
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CP102 SCALE: N.T.S. CP102 J FIRE PROTECTION
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EOP EOP Z Q = o O Z
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EOP EOP SANITARY SEWER vi Q w Z
24' TELECOMMUNICATION T SERIES SHEETS w Z z U
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CL ELECTRICAL E SERIES SHEETS) X cn
TASK 01 PROJECT P1266 4 p J
CL FORCE MAIN ARIE VARIES VARIES 12' 7' 17' 13' J W }
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2' TO2 Zug a
12' 8' ARIES 12' 12' p g V < Q
12' TO 24' V >
N GRADE Z W
z POINT J
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88 j SUPER ---- ------ -------- z W `� J
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Z TYp SCALE: N.T.S. CID 01 A4 a Z Z
CP102
TYPICAL ROADWAY SECTION CP103 CP104 PROJ EPROJ NOT TO SCALE
ECT NO.: 796542
U CONSTR. CONTR. NO.
GONZALEZ BOULEVARD -G- STA. 11 +87.40 TO BEG BRIDGE STA. 27+15 N40085-10—D-5313
a
SCALE: N.T.S. CP104 A2 -G- END BRIDGE STA. 35+92 TO STA.47+40.36 NAVFAC DRAVANG NO.
� 0 12598702
" -G- STA. 47+40.36 TO STA. 52+95.00 NOTE: THIS DETAIL DEPICTS THE TYPICAL RELATIONSHIP
3 i• O
wW
BETWEEN THE PROPOSED ROAD AND ADJACENT UTILITIES. SHEET
305
� 38 OF
P501
1 2 3 4 5 OIG"FONM flENSN)N 10 MMCH 2009

2 3 4 5
a
EOP EOP EOP 48' EOP
48, a
CL CL
12' 8' 12' 12' 12' 12' 8' 12' 12' 8' 12' 12' 12' 12' 8' 12'
D D
0
EXIST CL EXIST CL
ELEV PLUS 2" ELEV PLUS 2" W
W D D C
W
j -- 2 j 2% 2% 2% 2%
8% --- - -
0
2%
----- --- ----
---_ 3 V�
VARIABLE
4:
VARIABLE U 14.5" E T VARIABLE VARIABLE A T E 14.5" U 4:1 SLOPES
SLOPES R1 6 4;� SLOPES SLOPES �' g
EXISTING PAVEMENT z (Ty EXISTING PAVEMENT
r..rbram\ GRADE TO THIS LINE z (TYP)
GRADE TO THIS LINE
TYPICAL ROADWAY SECTION TYPICAL ROADWAY SECTION
McHUGH BOULEVARD n McHUGH BOULEVARD �+
SCALE: N.T.S. CP101 C2 SCALE: N.T.S. CP101 C4
-X- STA. 11 +50.28 TO STA. 15+16.02 -X- STA. 15+16.02 TO STA. 19+46.54
SEAL -
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MATCH EXISSe IfCONTLCHNICA SEMICES,INC.
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PER LIMITS OF MILLING A/E IWO
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_ __ & RESURFACING E LIMITS OF RESURFACINGwrao E�-- ---- ----
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T 2 5" DEPTH ACTM3„ MIN. MIN. 3„MIN. MIN, 0.5 ' PACKAGE SUBMITTAL
G1T5FACToRr To ImE 06.13.2011
ROADWAY WEDGING B2 NARROW WIDENING C3 EDGE MILLING C5 oESJMKD oRWJMKD CHK JWJ
FN/oN» CW PV
SCALE: N.T.S. TYPICAL SCALE: N.T.S. C1 01 SCALE: N.T.S. CP101 BRANCH MANAGER
CP104 CHIEF ENG/ARCH
To be used in areas where widening is less than 6'. To be used on McHugh Boulevard where FIRE PROTECTION
Bresurfacing is adjacent to existing curb & gutter. = Z Z B
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MILLING DEPTH VARIES 60' a < i a
TRANSITION AREA C1 1 .5" SF9.5 B SURFACE COURSE Z g g m
EXISTING ROADWAY BITUMINOUS TACK COAT U Q O
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NMILLING) SEE MILLING DETAIL OVERLAY THICKNESS E1 4 625.0B BASE COURSE W ILL! I
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SCALE: NTS SCALE: NTS T EARTHkD) a Q
USE IN ALL LOCATIONS WHERE TIE TO EXISTING PAVEMENT USE IN ALL LOCATIONS WHERE TIE TO EXISTING PAVEMENT 0 4
a U EXISTING PAVEMENT SCALE. NOT TO SCALE
TO NOTE: WHEN MILLING OPERATIONS PRODUCE A ROUNDED EDGE, NOTE: SEE RESPECTIVE TYPICAL SECTIONS FOR PAVEMENT DESIGN EPRoaECT No.: 796542
THEN MILLING SHALL BE USED TO MANUFACTURE A PERPENDICULAR V MILL EXISTING PAVEMENT 1.5"
CONSTR. CONTR. NO.
EDGE AS SHOWN IN THE DETAIL. N
N40085-10-D-5313
o W PAVEMENT WEDGING NAVFAC DRAWING NO.
12598703
d' z COMPACTED AND APP. SUBGRADE
SHEET
3 39 OF 305
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8' 25' 25' 8' 8' 25' 8'
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SLOPES �,� \ S VARIABLE
IAB E VARIABLE 4' VARIABLE
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J 18" GRADE TO THIS LINE R.1 J 18" GRADE TO THIS LINE 4'
Z (TYP) i,✓i✓'�<. z (WP) is
i.li
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TANK TRAIL (TANK TRAIL 2 D4
SCALE: N.T.S. CP102 D2 SCALE: N.T.S. CP105
-TT- STA. 11+00 TO STA. 25+17.53 cP105 CP10
CP107
-TT2- STA. 10+25.09 TO STA. 49+46.82 ��
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BEGIN CONC. PAVEMENT END CONC. PAVEMENT BEGIN CONC. PAVEMENT END CONC. PAVEMENT BEGIN CONC. PAVEMENT END CONC. PAVEMENT - ' 22613 c
TANK TRAIL TANK TRAIL REINFORCED TANK TRAIL 2 TANK TRAIL 2
REINFORCED TANK TRAIL 2 CONCRETE SLAB TANK TRAIL 2 REINFORCED
CONCRETE SLAB TIES TO DETAIL (650 psi Flexural Strength) CONCRETE SLAB W. ". ; ; C
c J (650 psi Flexural Strength) J 2, CP503) (##4 BAR - 6 OC EACH WAY) W. 3E ,,
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BASE COURSE BASE COURSE BASE COURSE A/t MFO
APPRO,Ep
COMPACTED COMPACTED COMPACTED
SUBGRADE SUBGRADE SUBGRADE
FOR COMMANDER W
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SCALE: N.T.S. CP105 B2 SCALE: N.T.S. CP105 B`3 (BIRCH STREET) G PACKAGE SUBMITTAL
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-TT2- STA. 35+91 .59 TO STA. 36+58.34 «PW/D,» Cw Pv
BRANCH MANAGER
CHEF ENG/ARCH
FlRE PROTECTION
B 25' TO CENTERLINE EOP EOP < Z B
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SAW CUT SEALER SEALER SAW CUT C1 1.5" SF9.5 B SURFACE COURSE Z a Q
----- i " q
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D1 3.5" 119.OB INTERMEDIATE COURSE � J Q
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N T WIDTH BOTTOM 40" AGGREGATE 40" W I
E2 VAR. B25.013 BASE COURSE LU w J
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BASE COURSE q
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TANK TRAIL SLOPE STABILIZATION SUBGRADE Z Q
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SCALE: N.T.S.Ln
CP105
A2 TANK CROSSING DETAIL R 2'-6" CURB & GUTTER 2 Q w
CP10s BIRCH STREET EE
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SCALE: N.T.S. CP107 SCALE: NOT TO SCALE
9 -TT2- STA. 12+00 TO STA. 13+50 LEFT U EXISTING PAVEMENT
-TT2- STA. 15+00 TO STA. 19+30 LEFT C/L -TT2- STA. 36+24.96 @ BIRCH STREET EPROJECT NO.: 796542
g - CONTR. NO.
TT2- STA. 25+80 TO STA. 28+40 RIGHT V MILL EXISTING PAVEMENT 1.5" CONSTR.N40085—1
0810—D-5313
a � -TT2- STA. 25+60 TO STA. 28+50 LEFT
-TT2- STA. 41 +00 TO STA. 43+15 RIGHT W PAVEMENT WEDGING NA�Ac ORAWNG NO.
12598704
3 -TT2- STA. 40+75 TO STA. 43+80 LEFT
Z COMPACTED AND APP. SUBGRADE SHEET 40 OF 305
W
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1 2 3 4 5 ORA"iORM REASON 10 "CH 2O09

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FLOW
D :-------------------- ----------------------, INFILTRATION BASIN TABLE
A I A
INFILTRATION
Basin # Bottom Length (ft) Bottom Width (ft) Bottom Elev. (ft) Top Elevation (ft) Depth (ft)
BASIN BERM '
1 30 30 7 10.5 3
3: 3:1 2 70 65 11 13.5 2
EMERGENCY
j SPILLWAY LENGTH
i
FLUME INTO
BASIN
FLOW FROM PUMP STATION
--................__....._._..___._.........._._..___...._ _.�..__.__.... -------IIIII—
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3.0' 3:1 SLOPE LENGTH 3.0'
1.0' 3.0' 1.0' „A 11 fO
APPROVED
FOR COMWIOER NRfAC
ACTMn 100% FINAL DESIGN
3.3% 0.75' 4" PACKAGE SUBMITTAL
10' BERM sw,a ,D Don 06.13.2011
BASIN TOP DES ABW DRW CHK
BASIN TOP ELEVATION 3. " Aew BMD
ELEVATION CONIC FLUME 4 of 3000 PSI Concrete «PM/DN» Cw Pv
Final Grade Final Grade �� BRANCH 1MAU4ER
\a�. ------------------------ - \ �\ CHIEF ENG/ARCH
A� ----------•-- -----
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B Existin Grade 3' DEPTTH CONIC FLUME -- B
3 Mai
Ilil=� Mak 3� < Z z
10' BERM o g
EMERGENCY Z 0 9 _ G7
SPILLWAY SEE INFILTRATION BASIN TABLE 3' X 5' CONC. O
FOR BOTTOM ELEVATION Z4" OF CLEAN SAND SPLASH PAD Z Q = o
AT 4" THICK w j Z G7
INFILTRATION BASIN - CONCRETE FLUME z Z w
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Z ¢In W.
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a. Lu Q
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Z L O Q
of Q O
z U Q
2 BMP (FMSL) (FMSL) (FT) w j
INF BASIN 1 10.5' 10.0' 6.0'
W m z
INF BASIN 2 13.5' 13.0' 6.0' z I
N INFILTRATION BASIN 1 & 2 < CO Wcn
1 TOP OF BERM C A Z C m Q
x SCALE: N.T.S. CP102 TRIPRAP
3•� 3N _
8 A CP103 11I — �� o Q = iY Z
0 6" CLASS B Q W A
FILTER FABRIC z
EMERGENCY z m w K
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SPILLWAY EMERGENCY SPILLWAY SCALE:
O
EPROJECT NO.: 796542
U
N40085-10-D-5313
N - V CONSTR. CONTR. NO.
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� SHEET 46 Of 305
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