SW7130611_APPROVED PLANS_20130723

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
A415 62 7 ,
YYYYM M DD

LOVEY DAIL BUCH
PIN 68MOO241562
ROCKY HOCK I D.B. 144, PC 704
COMMUNITY CENTER ZONED. Al
PIN 588800259660� ryo'`,
D.B 15, PG 218 I �G 0y�
ZONED: A r°
I
I R/W
VICINITY MAP
(NOT TO SCALE) �2�6 601 i3/W _
BASS ROAD ^ N-C-S- ----�
- EVANS CAROLINA TELEPHONE
& TELEGRAPH
_ --
R/W -_--- --- - -- _ _ nes. NIP I PIN 61980PC. 410
(TOTAL) D.B. f9B, PG. 4f7
190.14' ( ZONED. Al
- -
_ N481 23"f
2'
---"` - ---- - -J� _ NIP 7.99' £lS 182.15
- _ \
- 206.27 (TOTAL) $ 0� 5'-Qij?a ENO---- 10' BURR
NIP N50'1583 E q TAPER (TYP)
--- ----- 18.00, 5 CURB END TAPER- -q'r" I•
------ (TYP ACES �q _
ss SPILL CURB (TYP NIP
R4.5
SPILL CURB
(TYP) MIR "1>E1D
s 1URMAILO BY
IOWµ C"ry W-40H WARTMEIIT)
WET DETENTION MAINTENANCE
& ACCESS EASEMENT ON
RODERICK V. LEARY PROPERTY
439X104' = 45,656 SFT
1.048 AC.
RODERICK V. LEARY
PIN 688800346506
D.B. 208, PG. 904
PC 1, SL 119-A
ZONED: A 1
LEGEND
AC = ACRE
BC = BACK OF CURB
BLDG = BUILDING
CB = CATCH BASIN
= CENTERLINE
0 CO = CLEAN OUT
CONC = CONCRETE
OB = DEED BOOK
u DI = DROP INLET
EC = EDGE OF CONCRETE
ECM = EXISTING CONCRETE MONUMENT
EIS = EXISTING IRON STAKE
fLEV =ELEVATION
EX =EXISTING
FH = FIRE HYDRANT
FT = FEET
FU = FORCE MAIN
( HC = HANDICAP
INV = INVERT
J6 = JUNCTION BOX
LP = LIGHT POLE
MY = MAP BOOK
MBL = MINIMUM BUILDING LINE
MON = MONUMENT
NIP = NEW IRON PIPE
NTS = NOT TO SCALE
PG = PAGE
PP = POWER POLE
P.T. = PUMP TANK
R = RADIUS
RCP = REINFORCED CONCRETE PIPE
RW = RIGHT OF WAY
SF = SOUARE FEET
S. T. = SEP71C TANK
SW = SIDEWALK
TBM = 7EMPORARY BENCHMARK
7YP = TYPICAL
WW = WATER METER
H WV = WATER VALVE
= HANDICAP SIGN
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5' CURB -
! '- END TAPER
is� (TYP)
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F
END TAPER
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(TYP)
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD
BEARING
DELTA
Cl
116.33
714. 40'
68.71
107.87
N86 29 26'E
7634'06"
C2
104,71
222Z14'
52.89
104.18
N423132"W
1959154"
SURVEY PROVIDED BY:
ATLANTIC SIIRVATrIM,, P.A.
111 SOLTAr QUBB.V SFM"
,UNCTON, Ar "SOY
PAM1411 (052) 52y-6994'
FAX.• [phone]
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11 ^ 5' CURB END O
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2 DUMPSTER PAD z
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2 RV SPACES q�s'
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METAL BUILD/NGFaib+�"
>6�X3X47HTCME T'
18..32' K ^�
NIP 156..01 �-
104,00'--.--r
S61 b823'W
NEW PROPERTY OWNED
BY ROCKY HOCK CHURCH:
8,915.81 SFT = 0,205 AC
NOTES
1. REFERENCE SURVEY BY ATLANTIC SURVEYING, P.A.
TITLED RECOMBINATION SURVEY FOR ROCKY HOCK
BAPTIST CHURCH, DATED FEBRUARY 19, 2013
2. THIS PROPERTY IS LOCATED IN ZONE X AND IS
NOT IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY SCALING AND GRAPHIC PLOTTING
FROM N.F.I.P. RATE MAPS, DATED 10-16-08,
COMMUNITY PANEL 370301-6888-J
EX Cr
EXISTING
PLAYGROUND
EX CLF
ASPHALT 2' SF9.5A,
STONE 6' CABC
PL4YCRWND
-5' CURB END
/
EXISTING
TAPER (TYP)
2 STORY
BRICK
BUILDING
/
EXISTING 1 ITORY
BRICK BU1L?ING
I
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0
4SPHALT EXISTING ASPHALT
m�aur DRIVE & PARKING A
5
T
R.
A
�L
EXISTING 2 STORY
BRICK BUILDING
6 EX HC SPACES
/
EXISANG
GRASS AREA
EXISTING ASPHALT
DRIVE & PARKING
G`
N
I
NUN
t
EIS 89.29
CODI7ROL286.01(TOTAL) ~�- 70'BUfFER
CORNER NIP
S603058'W £CM
184.10' 4.04
NIP
ROCKY HOCK
BAPTIST CHURCH
PIN 6W800358825
D.B. 267, PC. 576
ZONED: Al
SITE DATA
AREA IN TRACT 1;
3.82
ACRES
AREA IN TRACT 2:
1.95
ACRES
AREA IN NEW TRACT:
0.21
ACRES
TOTAL DISTURBED AREA:
4.219
ACRES
REQUIRED PARKING:
82
SPACES
(1 SPACE PER 4 SEATS 325 SEATS
= 82 SPACES)
EXISTING PARKING SPACES:
69
SPACES
EXISTING HC PARKING:
6
SPACES
PROPOSED NEW PARKING SPACES:
89
SPACES
TOTAL PARKING (INCLUDING HC):
164
SPACES
REQUIRED HC PARKING:
7
SPACES
PROPOSED HANDICAP PARKING:
8
SPACES
MAXIMUM BUILDING HEIGHT.
35
FT
IMPERVIOUS AREA
PROPOSED BUILDING: 24,448 SF zPROPOSED PARKING & DRIVES: 55,221 SF z
PROPOSED CONCRETE WALKS: 3,870 SF
TOTAL NEW IMPERVIOUS: 1.918 AC 83,539 SF'"^'�
V J
EXISTING BUILDINGS: 20,880 SF
EXISTING PARKING & DRIVES: 43,311 SF
EXISTING CONCRETE WALKS: 4,254 SF
TOTAL EXISTING IMPERVIOUS: 1.571 AC 68,445 SF
GENERAL NOTES
1. PROPOSED USES SHALL COMPLY WITH CHOWAN COUNTY ZONING REGULATIONS FOR A-1 ZONING DISTRICT.
2. PAVED AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT FOR THE TOP 6" OF SUBGRADE
WHICH SHALL BE COMPACTED TO 100% MAXIMUM DRY DENSITY IN ACCORDANCE WITH AASHTO-T99.
3. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 529 OF THE NCDOT STANDARD
SPECIFICATIONS.
4. BITUMINOUS CONCRETE SURFA F: COURSE SHALL BE TYPE SF9.5A CONFORMING TO SECTION 645 OF THE NCDOT
STANDARD SPECIFICATIONS.
5. PROVIDE EXTERIOR CONCRETE WALLS AND CONCRETE AREAS WITH EXPANSION AND SCORED JOINTS IN
PRE -APPROVED LOCATIONS, EXPANSION JOINTS SHALL FE 1/2" WIDE WITH EDGES TOOLED TO 1/8" RAD AND
FILLED WITH HOT RUBBER ASPHALT SEALANT. PROVIDE ALL CORNERS, INTERSECTIONS, CHANGES IN SLOPE OR
DIRECTION, AGAINST EXISTING OR NEW WALLS OR PAVEMENTS, AND AT INTERVALS NOT TO EXCEED 30'. SCORED
JOINTS SHALL BE SCORED 1" DEEP MINIMUM AND RADIUS 1/8", AND SHALL BE PLACED AT INTERVALS NOT TO
EXCEED 5 FEET.
6. EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDER GROUND WORK SHALL BE RESPONSIBLE FOR THE
LOCATION OF ANY EXISTING UTILITIES IN THE AREA OF THEIR WORK, NOTIFY THE UTILITY LOCATOR SERVICE
(1-800-632-4949) AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING
UTILITIES IN THE AREA MAY BE FLAGGED AND STAKED. CONTRACTOR SHALL USE ALL CARE NECESSARY WHEN
WORKING IN AREAS KNOWN OR SUSPECTED TO CONTAIN UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
7. AN APPROVED STORM WATER DETENTION PLAN IS REQUIRED.
8. NCDOT DRIVEWAY PERMIT IS REQUIRED.
9. AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS REQUIRED.
10.000RDINATE DIRECTLY WITH NCDOT TO OBTAIN NECESSARY PERMIT REQUIRED TO PERFORM WORK IN THE NCDOT
RIGHT-OF-WAY.
11. A LANDSCAPING PLAN IS REQUIRED (SEE SHEET 4 OF 7)
12. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING INVERT ELEVATIONS PRIOR TO CONSTRUCTION.
13. NEW BUILDING CONSTRUCTION MUST COMPLY WITH ALL APPLICABLE BUILDING CODES.
14. SITE SHALL MEET ALL ACCESSIBILITY REQUIREMENTS OF THE NC BUILDING CODE VOL. I-C, DEPT. OF INSURANCE
APPROVAL OF CONSTRICTION PLANS.
15. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET
CITY AND/OR NCDOT STANDARDS.
16. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET THE LATEST VERSION
AND/OR INTERPRETATION OF THE MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
17.ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY
OWNER AND IN ACCORDANCE WITH MUTCD STANDARDS.
ROCKY HOCK
BAPAST CHURCH
PIN 68880OJ58697
D.B. 267, PG. 580
ZONED: Al
APPROVED
ROLINA ENVIRONMENTAi.
,•I GVAENTCOMMISSION
,.:;N OF WATER QUALJY
OIL -23-
-T 40 0 20 40 80
RODERICK V LEARY GRAPHIC SCALE 1 inch = 40 it.
PIN 68WOOJ46506
D.B. 208, PG. 904
PC 1, St 119-A
ZONED. Al PLAN SHEET INDEX
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C1.0 OVERALL SITE
C2.0 DEMOLITION LSTAKING PLAN
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C3.0 GRADING, UTILITIES AND EROSION CONTROL PLAN
C4.0 LANDSCAPING PLAN
C5.0 WET DETENTION POND DETAIL
C6.0 DETAILS
C7.0 DETAILS
OVERALL SITE & STAKING PLAN
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APPROVED
BY:
JSJ
PROJECT NO.:
_-_
DATE:
06/17
13
SCALE:
1 "
= 40'
SHEET 1 OF 7
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ATLANTIC SIIRYL'YING, P.A.
ft/ MUM j9llr Y SM"
ZrMMh, AV AW01
PHONB• (%52J 527--6994
P.4X.' (M) 62,E-0>39
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ROCKY HOCK
COMMUNITY CENTER
PIN 688800259660
D.B. 15 PG 218
ZONED: Al
LOWY DAIL BUCH
PIN 68B800241582
D.B. 144, PG. 704
ZONED: Al
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RODERICK V LEARY
PIN 68WOOJ46506
D.B. 208, PG. 904
PC 1, SL 119-A
ZONED: Al
NOTE
CONTRACTOR SHALL HAVE ALL UTILITIES
LOCATED PRIOR TO ANY EXCAVATION.
CAROUINA TELEPHONE
& TELEGRAPH
►,iy
PIN 68880OJ87090
D.B. 198, PG 417�+
ZONED: AI
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40 0 20 40 80
GRAPHIC SCALE 1 inch = 40 ft.
DEMOLITION & CLEARING PLAN
ROCKY HOCK
BAPTIST CHURCH
PIN 6W800356625
D.B. 267, PG. 576
ZONED: Al
ROCKY HOCK
BAP77ST CHURCH
PIN 688800356697
D.B. 267, PG 580
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APPROVED
BY:
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PROJECT NO.:
DATE:
06/17
13
SCALE:
1 "
= 40'
SHEET 2 OF 7

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VICINITY MAP
(NOT TO SCALE)
MINIMUM 3000 PSI CONCRETE
LEGEND
AC = ACRE
BC = BACK OF CURB
&DO = BUILDING
10 CS = CATCH BASIN
!� = CEN7ERLINE
0 CO = CLEAN OUT
CONC = CONCRETE
DB = DEED BOOK
[� D/ = DROP INLET
EC = EDGE OF CONCRETE
ELEV = ELEVA77ON
EX = EXIS77NO
FH = FIRE HYDRANT
FT = FEET
FV = FORCE MAIN
HC = HANDICAP
INV = INVERT
✓B = ✓UNCTION BOX
LP = LIGHT POLE
M8 = MAP BOOK
MBL = MINIMUM BUILDING LINE
MON = MONUMENT
NTS = NOT TO SCALE
PG = PAGE
PP = POWER POLE
P. T. = PUMP TANK
RCP = REINFORCED CONCRETE PIPE
RW = RIGHT OF WAY
SF = SOVARE FEET
S. T = SEP77C TANK
SW = SIDEWALK
7BM = TEMPORARY BENCHMARK
TYP = TYPICAL
WM = WA7ER METER
H WV = WATER VALVE
.) = HANDICAP SIGN
SURVEY PROVIDED BY:
ATLANTIC SIMUTING, PA
/// S49OT1f QUBEW STREET
X7MM,V, NC 23501
Pf/ON2i` (252) 527--6994
PAX (252) 522--0139
Al" d7CBNSB N& C - /4/2
R/W
ROCKY HOCK
COMMUNITY CENTER
PIN 688800259660
D.B. 15, PG. 218
ZONED. A
LOVEY DAIL SUCH
PIN 688800241582
D.& 144, PG. 704
ZONED. AI
6p Rlw zL
NC.S.R. 1216 - - _,-
x EVANS - BASS ROAD -
CAROUNA TELEPHONE
& TELEGRAPH
PIN 688800367090
A& 198, PG 417
ZONED. Al
ROCKY HOCK
BAP77ST CHURCH
PIN 688800358825
D.B. 267, PG 576
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PIN 6B8800358697
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OMITS & TEMPORARY . a 82 19.15 L = C� N-
TEMPORARY SILT FENCE ROCK DAM " j924BVFF£R
II (lYP) COMO. FLUME 9.38 1�_.. . 8" - ...- 73_ - _. I ° � Y �`. C� Z N
INSTALL SILT FENCE AROUND 16X5X4' THICK TEMPORARY SILT _ yam-- Dom_ - I W (J O �O
PERIMETER OF ALL (711P.) __ �
CONSMUC77ON AREAS PENCEgy3 _? ='�_�^ . 9.62 Q MQ Z
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ROD£RICK t/. LEARY
CPT
PIN 688800346506 CHECKED BY:
D.B. 208, PC. 904 JSJ
;I. PC 1, St 119-A
ZONED: Al ` APPROVED BY:
EROSION CONTROL NOTE JSJ
PROJECT NO.:
ALL SLOPES WITHIN THE LIMITS OF CONSTRUCTION
ON THIS PROJECT SHALL BE STABILIZED WITHIN 14 _--
DAYS WITH THE EXCEPTION OF ALL THE OUTLET DATE:
DITCHES WNiI ii SHALL BE STABILIZED iN 7 DAYS.] 06/17/13
SEE tkEL7` 7 OF 7 `P'OR OGITt.7NE OF DWG 40 0 20 40 80 SCALE:
CONSTRUCTION GENERAL PERMIT (NCG01)
1 » = 40'
GRAPHIC SCALE 1 inch = 40 ft.
SHEET 3 OF 7
GRADING, UTILITIES &EROSION CONTROL PLAN I C3.0
-

STO*ffln46���4%WOF 1G'A77ON FOR K-r DE7irN1lR *,_
Z ALL HERBACEOUS PLANTS WITHIN THE WETLAND PROPER (SHALLOW WATER AND SHALLOW
LAND ZONES) SHALL BE INSTALLED BETWEEN MARCH 15 AND ✓ULY 31.
2 UNLESS OTHERWISE DESIGNATED, PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS (I.E.,
MASSES OF A SINGLE SPECIES) WITHIN THEIR RESPECTIVE PLAN77NG AREAS.
8 INSTALL A SLOW RELEASE FERTILIZER TABLET NEXT TO EACH PLANT WITHIN THE WETLAND
PROPER. FOR HERBACEOUS SPECIES USE AG SAFE AQUATIC -TABS 20-10-5, 90 DAY
CONTINUOUS FEEDING, 5 GRAMS, OR EQUIVALENT. FOR TREES AND SHRUBS USE AGRIFROM
20-10-5 PLUS MINORS PLANTING TABLETS, 2 YEAR SLOW RELEASE OR EQUIVALENT.
& ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD WITHIN 200
MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINED, PLANTS OF OTHER
GENE77C PROVENANCES MAY BE U770ZED WITH THE APPROVAL OF THE OWNER OR OWNERS
REPRESENTATIVE.
PLANT MATERIAL SHOULD CONFORM TO AMERICAN STANDARD NURSERY STOCK, PUBLISHED BY
THE AMERICAN ASSOCIATION OF NURSERYMEN.
ALL PLANT MATERIAL TO BE CONTAINER GROWN PLANTS OF AT LEAST 4.5 CUBIC INCHES
CAPACITY.
7 RECOMMENDED PLANTS FOR PERMANENT SHALLOW WATER (0" TO 6" DEEP). 20% OF TOTAL
NUMBER OF PLANTS SHOULD BE OF EACH SPECIES AND PLANTED W A NATURAL FLOWING
ARRANGEMENT
A.ACORUS CALAMUS (SWEET FLAG)
B.CLADIUM JAMAICENSE (SAWGRASS)
C.PELTANDRA WRGINICA (ARROW ARUM)
D.SAGITTARIA LA71FOLIA (DUCK POTATO)
ESCHOENOPLECTUS TABERNAEMONTANI (SOFTSTEM BULRUSH)
POND SURFACE AREA 19, 491 S. F.
AQUATIC SHELF SURFACE AREA (SF) 8,255 S.F.
TOTAL NUMBER OF PLANTS SPACED AT 24" O.C. = 2,064
ADD (1) ONE TREE FOR EVERY 30000 SQUARE FEET OF HIGH MARSH SURFACE AREA. FINAL
TREE PLACEMENT
Total trees = 0
SHOWN ON PLANS. CARPINUS CAROL/NIANA (MUSCELEW00D), BETULA NIGRA (RIVER BIRCH),
NYSSQA BIFLORA (SWAMP BALCKGUM) ARE 7HE SUITABLE TREES TO USE.
CONSTRUCTED WETLAND CONSTRUCTION SCHEDULE.-
Z CLEAR AND GRUB WETLAND AREA.
2 EXCAVATE CONSTRUCTED WETLANDS AREA TO ROUGH ELEVATION STOCKPILE SOIL IN PROPOSED BERM
AREA.
I INSTALL EROSION CONTROL MEASURES TO STABILIZE POND AREA.
4. INSTALL OUTLET STRUCTURE
S WHEN SITE HAS BEEN STABILIZED W17H TEMPORARY SEEDING, CABC AND CURB AND GUTTER,
CLEAN SEDIMENT OUT OF WETLANDS BASIN AND PREPARE BASIN FOR PLANTING. CALL PITT
COUNTY PUBLIC U77LITY DEPARTMENT STORMWATER DEPARTMENT.
Q INSTALL WETLANDS VEGETATION PER SPECIFICATIONS WETLANDS.
9. PERMANENT SEED BANKS AND SLOPES OF BERM AND AREA.
A ADJUST SPACING OF LANDSCAPING TREES AND SHRUBS AS REQUIRED TO PREVENT PLANTING
WITHIN THE 20' EMERGENCY GRASS SPILLWAY FOR POND.
MAINTENANCE PLAN
FREQUENCY - INSPECTION ACTIVITIES
,
t
O
11
�
it z
(z)
vLZCl-
50.0'
WOODED
AFTER CONSTRUCTION
- INSPECT AFTER SEVERAL STORM EVENTS FOR BANK STABILITY, VEGETATION GROWTH,
DRAINAGE SYSTEM FUNCTIONING, AND STRUCTURAL DAMAGE.
SEMI-ANNUAL INSPEC770N
- INSPECT FOR INVASIVE VEGETATION, OIFFEREN77AL SETTLEMENT, CRACKING; EROSION,
LEAKAGE, OR TREE GROWTH ON THE EMBANKMENT* THE CONDITION OF THE RIPRAP IN THE
INLET OUTLET, AND PILOT CHANNELS; SEDIMENT ACCUMULATION IN THE BASIN, • CLOGGING OF
OUTLET AND THE VIGOR AND DENSITY OF THE VEGETA7ON ON THE BASIN SIDE SLOPES AND
FLOOR. CORRECT OBSERVED PROBLEMS AS NECESSARY.
-NOTE SIGNS OF HYDROCARBON BUILDUP SUCH AS FLOA77NG OIL ON WATER SURFACE.
- INSPECT FOR DAMAGE TO THE EMBANKMENT AND INLET/OUTLET STRUCTURES REPAIR AS
NECESSARY.
-MONITOR FOR SEDIMENT ACCUMULATION IN THE FACILITY AND FOREBAY.
-EXAMINE INLET AND OUTLET DEVICES TO ENSURE THEY ARE FREE OF DEBRIS AND ARE
OPERATIONAL.
FREQUENCY - MAINTENANCE ACTIVITIES
ONE- TIME
-REPLACE WETLAND VEGETATION TO MAINTAIN AT LEAST 5OX OF SURFACE AREA COVERAGE
IN WETLAND PLANTS AFTER THE SECOND GROWING SEASON.
AS NEEDED MAINTENANCE
-REPAIR UNDERCUT AREAS, EROSION TO BANKS, AND BOTTOM AS REQUIRED. WHERE
PERMITTED BY THE DEPAR7MENT OF FISH AND GAME OR OTHER AGENCY REGULATIONS, STOCK
CONSTRUCTED WETLANDS REGULARLY WITH MOSQUITO FISH (GAMBUSIA SPP.) TO ENHANCE
NATURAL MOSQUITO AND MIDGE CONTROL.
FREQUENT ( 3 TO 4 TIMES PER YEAR)
-CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCTURES
-MOW SIDE SLOPES AND REMOVE GRASS CLIPPINGS. REMOVE LITTER AND DEBRIS FROM
BANKS, BASIN BOTTOM, TRASH RACKS, OUTLET STRUC7URES, AND VALVES AS REQUIRED.
ANNUAL MAINTENANCE (IF NEEDED)
-SUPPLEMENT WETLAND PLANTS IF A SIGNIFICANT PORTION HAVE NOT ESTABLISHED (AT
LEAST 507. OF THE SURFACE AREA).
-REMOVE NUISANCE PLANT SPECIES.
-CLEAN FOREBAY TO AVOID ACCUMULATION IN MAIN WETLAND AREA TO MINIMIZE WHEN THE
MAIN WETLAND AREA NEEDS TO BE CLEANED.
-HARVEST PLANT SPECIES IF VEGETATION BECOMES TOO THICK CAUSING FLOW BACKUP AND
FLOODING. MORE FREQUENT PLANT HARVESTING MAY BE REQUIRED BY LOCAL VECTOR
CONTROL AGENCIES.
-FERTILIZE NEW VEGETATION ONE TIME ONLY. THE OWNER SHALL NOT FERTILIZE VEGETATION
AFTER THE INITIAL OCCURRENCE
-MONITOR SEDIMENT ACCUMULATIONS, AND REMOVE SEDIMENT WHEN THE ACCUMULATED
HEAD WALL
SEDIMENT VOLUME EXCEEDS 10-207 OF THE BASIN VOLUME, PLANTS ARE CHOKED" WITH
SEDIMENT, OR THE WETLAND BECOMES EUTROPHIC. IT IS SUGGESTED THAT IHE MAIN AREA
BE CLEANED ONE HALF AT A TIME WITH AT LEAST ONE GROWING SEASON IN BETWEEN
CLEANINGS THIS WILL HELP TO PRESERVE THE VEGETATIO N AND ENABLE THE WETLAND TO
RECOVER MORE QUICKLY FROM THE CLEANING.
2.5'X2.5" HOT DIPPED
SEEDING AND MULCHING SCHEDULE PER ACRE THE KINDS OF SEED AND FER7TLIZER, AND THE
GALVANIZED ANGLE
RATES OF APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE USED SHALL BE
4'-0" WEIR ELEV. 16.21
DETERMINED BY THE ENGINEER.
LIME 2 Tons per Acre
10-10-20 1,000 LB per Acre
#4 BAR 12" O.C.--�
O-20-0 500 Lb er Acre
SIRA W MULCH 2 TONS%AC (AFTER SEEDING)
ASPHALT TACK 200 GALITOAl OF MULCH
PROPOSED
30" RCP J
JANUARY 1-DECEMBER 31
55 Tall Fescue
5 Centipede
Pensacola Bohiagross
5 0 Fertilizer
18'
4000# Limestone
SLOPES 2: 1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
JANUARY 1—DECEMBER 31
75# Tall Fescue
50y9 Centrede
500 Fertilizer
N
A
1-30 Cj
Fit 03
bCLASS l 7N ... 7l L''
18'X10°18" THICTO BE FIL�EQ61 -75 --
CCP 0 10q
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14-09
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18
— — — — — — — — — — — — --- ----------------------
17 —
-15 1 J. J — — — — — — — O 10' AQUATIC — —
— — — — —� PLANT SHELF
— — — — — ----�)— — —— \ / — - ----
. ------HORSESHOE ROCK DAM & NV ( N� LQ
TEMPORARY FAIRCLO H SKIMMER
h
5 ti..
4
15- —
\ - — — — — — —
CONSTRUCTION LIMITS &
TEMPORARY SILT FENCE
WATER SURFACE AREA = 19, 491 SF
WA TER SURFACE ELEVA TION = 15.0
�— --. _.__--.-------18
-_ 17 18
NEW WOODS LINE
ELEV. 78.0 ELEV. 78.0
I+-- 12' -••I 3:7 MIN. AQUATIC PLANT AQULANT 3:7 MIN. 1'•- 72'
—� SHELFSTIP) SNI--
{.- 70 -••1 WATER SURFACE ELEV. 15.0 I` --•'I iC
ELEV. 15.5 ?� ��\ ELEV. 74.5 ELEV. 15.5
ELEV. 14,5 �ii
_EL€Y_6_Q_ 1 _ _
ELEV. 5.0 ELEV. 5.0
V SEDIMENT STORAGE
A DET NL P ND SECTION
G-4 NOT TO SCALE
i 4'-0 -I
1 I r
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4000# Limestone #4 BAR 12" O.C.
TEMPORARY SEEDING
"COOL SEASON" PLANTED BETWEEN 15 AUGUST AND 15 APRIL
120# RYE GRAIN (NO RYE GRASS)
"WARM SEASON" PLANTED BETWEEN 15 APRIL AND 15 AUGUST
65# GERMAN BROWN TOP OR FOX TAIL MILLET
-"8" BLOCK WALL PROPOSED
30" RCP
FLOW
30" RCP INV. 15.00
4" CAP WITH
2.0" ORIFICE
8" BLOCK
WALL
0-6"-j r-- -) �--0'-6..
8" CONCRETE SLAB #4 BAR 12" O.C.
OUTLET CONTROL STRUCTURE
NOT TO SCALE
~ GL ANAEPED
AZED HOT
4'-0" WEIR ELEV 16.21
9] 4" PVC WV, 15.00 '
LJ�_ 4" PVC TEE W/
4" PVC CAP
8" BLOCK
WALL
8" CONCRETE SLAB
348.5'
5
5--
CLASS 8 STONE
1 O'X25'X 18" THICK
0 12' ACCESS:
N TOP ELEV. 18.20
N
I[,
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—1516
20 0 10 20 40
GRAPHIC SCALE 1 inch = 20 ft.
PVC TEE
MIN. SLOPE
GRADE 3:1
3 I7
END CAP
BACKFILL OVER OUTLET CONTROL
PIPE STRUCTURE
ELEV.
18.50 ELEV.
} 17;04
PVC ORIFICE PIPE
W/ #" DIA HOLES
(3 ROWS - 8)
/-- END CAP
PVC ELBOW
END CAP
PVC VENT PIPE
ARM ASSEMBLY
PVC PIPE
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PVC ELBOW
_j / (TYP)
PVC TES•- PVC PIPE WITH
1" DIA HOLES
(3 ROWS - 8)
�RM ASS�MBLY
� 17 — �-
4" PVC SKIMMER
REMOVE AT END OF
PROJECT AND INSTALL
SANITARY TEE
HORSESHOE ROCK DAM
C-4 NOT TO SCALE
WATER SURFACE
PVC VENT PIPE
PVC ELBOW
"P)
END CAAPP
PVC TEE
TEMPORARY HORSESHOE
ROCK CHECK DAM
V PIP ARM ASSEMBLY
PVC PIPE
FLEXIBLE PIPE
BOTTOM SURFACF
END VIEW SIDE VIEW
NOTE: ALL PIPE PVC SCHEDULE 40
' KfEowwhaYt66101AL
SKIMMER DEWATERING DEVICE cdy01"t
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WET DETENTION POND & DETAILS
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DRAWN BY:
CPT
CHECKED
BY:
JSJ
APPROVED
BY:
JSJ
PROJECT NO.:
---
DATE:
06
17/13
SCALE:
AS SHOWN
SHEET 5 OF 7
1 I• � i it .,. 1 f. li 'i '. j � �, �:: 'e t�-� ,�, •t f. �.. .... ,... ._I

CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS.
2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND ESTABLISH GRADE
LIMITS AS NEEDED.
3. HOLD PRECONSTRUCTION MEETING WITH GRADING CONTRACTOR, EROSION CONTROL
ADMINISTRATOR, PROJECT ENGINEER AND OWNER.
4. INSTALL PERIMETER SEDIMENT FENCES AS THE FIRST CONSTRUCTION ACTIVITY PRIOR TO SITE GRADING
AND THEN INSTALL WET DETENTION POND.
5. INSTALL STORM DRAINAGE AND INLET PROTECTION AROUND CATCH BASINS AND DROP INLETS
AND INSTALL RIPRAP PROTECTION AND ENERGY DISSIPATERS.
6. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AND USE EXISTING ACCESS TO SITE.
7. BEGIN TO GRADE THE BUILDING PAD DISTRIBUTING EXCAVATED MATERIAL IN THE FILL SECTIONS.
8. UPON THE COMPLETION OF BUILDING PAD INSTALL NEW DRIVEWAY AS INDICATED ON PLANS.
9. INSTALL DRAINAGE AND SWALES AND INSTALL TEMPORARY EROSION CONTROL MEASURES
AROUND FACILITIES.
10. BEGIN AND COMPLETE ROUGH GRADING OPERATIONS.
11. BRING BUILDING AND PARKING AREA TO WITHIN 2" OF FINAL SUBGRADE, TEMPORARILY SEED
THESE AREAS TO PREVENT EROSION UNTIL SUCH TIME OWNER IS READY TO PROCEED WITH
FINAL CONSTRUCTION.
12. TEMPORARILY SEED ALL DISTURBED AREAS WITH THE EXCEPTION OF AREAS WHICH CONSTRUCTION
WILL CONTINUE.
13. FINE GRADE AND PAVE DRIVEWAY AND PARKING LOTS.
14. PROVIDE STABILIZATION (TEMPORARY OR PERMANENT) IN ANY EVENT, SLOPES LEFT EXPOSED WILL
BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT
TO RESTRAIN EROSION WITHIN TWENTY ONE (21) CALENDAR DAYS OF COMPLETION OF ANY PHASE
OF GRADING.
15. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 14
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING FOR SLOPES 3:1 OR FLATTER
INCLUDING ALL OTHER SLOPES 4:1 OR FLATTER; PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT)
ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING
FOR SLOPES 3:1 OR STEEPER INCLUDING ALL PERMANENT DIKES, SWALES, DITCHES AND SLOPES AND
DISTURBANCES WITHIN HIGH QUALITY WATER (HQW) ZONES.
16. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE REQUIRED BY THE STATE
OR OWNER IF DEEMED NECESSARY.
17. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES, FINE GRADE DISTURBED AREAS, AND
INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
18. MAINTAIN PERMANENT VEGETATION BY TOP DRESSING WITH 700 LBS PER ACRE OF FERTILIZER EVERY
6 MONTHS UNTIL THE COMPLETION OF THE PROJECT.
19, WITHIN 6" OF FINAL GRADE, REDISTRIBUTE 6" OF TOPSOIL 20
20. FINE GRADE, PERMANENTLY SEED AND MULCH ALL LANDSCAPED AREAS.
21. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES UPON COMPLETION
AND STABILIZATION OF PROJECT.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 0.5 FEET DEEP.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
PLANNED EROSION AND SEDIMENT CONTROL DEVICES
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IS TO BE USED AT STREET CONNECTION.
DIMENSIONS ARE TO BE AS INDICATED ON PLANS. THE CONTRACTOR HAS THE PREROGATIVE
TO IDENTIFY A SINGLE ENTRANCE AND TREAT SAID ENTRANCE WITH THIS PROTECTIVE
MEASURE. IF, HOWEVER MULTIPLE ENTRANCES ARE USED DURING CONSTRUCTION, CONTRACTOR
SHALL PROTECT EACH WITH TEMPORARY GRAVEL.
TEMPORARY STONE DROP INLET PROTECTION
SEDIMENT FENCE IS TO BE USED AROUND ALL YARD INLETS AND CATCH BASINS UNTIL SUCH
TIME SITE IS STABILIZED WITH VEGETATIVE COVER OR PARKING AREA SUBGRADE IS
COVERED WITH CABC.
TEMPORARY SEDIMENT FENCE
STONE INLET PROTECTION IS TO BE USED AS NEEDED TO PROTECT AREAS AS SHOWN. SILT
FENCE IS TO BE PLACED AS SHOWN ON PLANS AND ANY OTHER AREAS SUBJECT
TO DISCHARGING SEDIMENT DIRECTLY INTO CANALS AND DITCHES.
CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL
MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.
SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES.
SEEDING BED AND MULCHING SCHEULE PER ARCS
COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND
INSTALL ALL NECESSARY EROSION CONTROL PRACTICES SUCH AS
SWALES AND BASINS. MINIMIZE STEEP SLOPES. IF SOILS HAVE
BECOME COMPACTED DURING GRADING, LOOSEN THEM TO A
DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL
PLOW. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED
OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING,
RAKING, HARROWING, OR OTHER SUITABLE METHODS, GROOVE
OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR
BEFORE SEEDING.
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF
APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS
STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE
KIND OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER.
LIME 2 TONS/AC
10-10-20 1000 LBS AC
0-20-0 500 LBS A(C(
STRAW MULCH
200 GAL/TONFOF MULCH G) WIRE FENCE 4RT1
6" MESH SPACN
JANUARY 1 - DECEMBER 31
50# TALL FESCUE
To# CENTIPEDE
To# BERMUDA GRASS
500 FERTILIZER
CONSTRUCTION ENTRANCE NOTES:
2" TO 3" COARSE AGGREGATE STONE SHALL BE USED. PAD TO BE 50'x2O'x6" AT A MINIMUM
TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
ENTRANCES SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY
ALL CONSTRUCTION VEHICLES.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW
OF MUD ONTO STREET. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY;
ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
PURPOSE: TO PROVIDE A BUFFER AREA WHERE VEHICLES CAN DROP THEIR MUD AND
SEDIMENT TO AVOID TRANSPORTING IT ONTO PUBLIC ROADS, TO CONTROL EROSION
FROM SURFACE RUNOFF, AND HELP CONTROL DUST.
AVOID CURVES IN PUBLIC ROADS AND STEEP SLOPES. REMOVE ALL VEGETATION AND
OTHER OBJECTABLE MATERIAL FROM THE FOUNDATION AREA. GRADE AND CROWN
FOUNDATION FOR POSITIVE DRAINAGE.
IF THE SLOPE TOWARD THE ROAD EXCEEDS 27*, CONSTRUCT A RIDGE 6" TO 8" HIGH
WITH 3:1 SIDE SLOPES, ACROSS THE FOUNDATION WIDTH APPROXIMATELY 15'-0" FROM
THE ENTRANCE TO DIVERT RUNOFF AWAY FROM PUBLIC ROAD
PLACE GEOTEX11LE FABRIC ON GRADED FOUNDATION TO IMPROVE STABIUTY, ESPECIALLY
IN WET CONDITIONS THAT ARE ANTICIPATED.
PLACE STONE TO DIMENSIONS AND GRADE AS SHOWN ON PLANS. LEAVE SURFACE
SMOOTH AND SLOPED FOR DRAINAGE.
DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT
TRAP OR BASIN.
INSTALL PIPE UNDER PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
NEW CONSTRUCTION SITE
EXISTING ROADWAY � � 35' MIN. � 15' MIN.
08
••%+ • o00 0 0 00 0 0 00 0 0 0000� So 0 000 2" MIN.
6' MIN.00000_0000 ooQo� R$oo3o 00 o Qoo _g800_as�8
-FABRIC UNDER STONE
CROSS SECTION
NOTES: l
1. PUT SILT FENCE OR TREE \\
PROTECTION FENCE UP TO
ENSURE CONSTRUCTION
ENTRANCE IS USED.
50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
0000oo 0>%%,S0 moo 0000800
000 $0000000000 0 0$000 oo��i
0°00 0 o'm 20' OR FULL WIDTH
0
2. If CONSTRUCTION ON THE z ¢ '6? - 3" STONE TO BE USED 8 ZOF PROPOSED STREET
SITES ARE SUCH THAT THE F 3 0 0 ( SURGE STONE OR 00 OR ENTRANCE,
MUD IS NOT REMOVED BY THE X p �o RAILROAD BALAST) oo c< WHICHEVER IS
VEHICLE TRAVELING OVER THE w w o0800 00g,0o GREATER.
STONE, THEN THE TIRES Of o 0 000 00 oodoo
THE VEHICLE MUST BE WASHED o000004�0 00000000a o008 000$0
BEFORE ENTERING THE PUBLIC 8 0 00000 800 0 0 00
ROAD.
PLAN
A� TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
SLOPE
% MAX. I j
THICK?11�4
WALKT
�N
p
eI
THICKENED EDGE
Q _WALK DETAIL
C-5-5� NOT TO SCALE
3000 PSI CONCRETE
S-9.5A ASPHALT VARIES
CABC 6
SLOPE 1/4"/FT.
C PARKING LOT DETAIL
NOT TO SCALE
RESERv
PAFW04
il
V NUTA FNE 000.00
1'-0" x V-6" x .060' STANDARD -
ALUMINI/M HAAWAP PARIW✓G SOV
WIH IDEIVARCARON SYMBOL
A001710NAL 5GN K1fERE .
APPLICA&E
2' SCIEDULE 40 ALUM. -
18"
CaWT WTH CAPPED END
SET IN 0ONMIE 3 =0"
SUDW FINISHED GRADE
RNISYM LYTAOE -
u-le n
71=11=� I=11'
-11- II=1U
1;1171
CODES mp ' ' t1=11
HANDICAP PARKING a
NOT TO SCALE
l'-6"
�..-7.0' MIN..
10.0=--+-7.0'
MIN
6ICKENED
i:
i
S
0
I&
M
X
J
N
1
:1
S
O
E
6' THKENED
EO E WAU(
o
EDICGE WALK
N
0
PLAN VIEW
WALK C' IUV Ur
ASPHALT
SIDEWALK ACCESS WIPE DOWN
NOT TO SCALE
1. MORTTAAcR JOINTS 1/2" t 1/8" THICK. CONCAVE TOOL ALL EXPOSED MORTAR
JOINTS.
2. CLASS "AA" CONCRETE TO BE USED. CHAMFER ALL EXPOSED CORNERS 1".
3. ALL CATCH BASINS OVER S-6" IN DEPTH SHALL BE PROVIDED WITH STEPS 1'
ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. DETAIL NO. 615.01.
4. CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK WILL BE
PERMITTED.
5. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12"
WALL TO 6'-0" FROM TOP OF WALL, AND 8' WALL FOR THE REMAINING 6'-0".
ADJUST QUANTITIES ACCORDINGLY.
6. LEAVE WEEP HOLES AS DIRECTED BY THE ENGINEER.
7. ALL CONSTRUCTION METHODS SHALL COMPLY WITH CITY OF WASHINGTON MANUAL
OF STANDARD DESIGNS AND DETAILS.
STANDARD 24"X36"
DROP INLET
C- `J NOT TO SCALE
UPSTREAM END
TRENCH
OF STORM DRAIN
GROUND /.• !
it
SILT FENCE CONSTRUCTION SPECIFICATIONS
4000#
LIMESTONE
1.
CONSTRUCT SEDIMENT BARRIER OF STANDARD STRENGTH OR
STEEL POST
SLOPES 2:1
AND STEEPER AND WASTE AND BORROW LOCATIONS:
EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
WIRE FENCE
2.
ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
FILTER FABRIC
JANUARY 1
- DECEMBER 31
EXCEED 24"ABOVE THE GROUND SURFACE.
75#
TALL FESCUE
J.
INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO
BACKFlLL TRENCH &
COMPACT THOROUGHLY
10#
BERMUDA GRASS
THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS
•I NATURAL GROUND
500#
FERTILIZER
ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT
A SUPPORT POST WITH 4' MIN. OVERLAP TO THE NEXT POST.
4000#
LIMESTONE
4.
SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
TRENCH
TEMPORARY
SEEDING
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS.
4" MIN. WIDE X
EXTEND THE WIRE MESH TO THE BOTTOM OF THE TRENCH.
a AIIIIII 8" MIN. DEEP
"COOL SEASON" PLANTED BETWEEN AUGUST 15 AND APRIL 15
FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE
120#
RYE GRAIN (NO RYE GRASS)
UPSLOPE SIDE OF FENCE POST. WIRE OR PLASTIC ZIP TIES
SIDE VIEW
"WARM SEASON" PLANTED BETWEEN APRIL 15 AND AUGUST 15
SHOULD HAVE A MIN. 50 POUND TENSILE STRENGTH.
65#
GERMAN BROWN TOP OR FOX TAIL MILLET
5.
WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A
MAX. OF 8' APART. DRIVE SUPPORT POST INTO THE GROUND A
MIN. OF 24'.
SILT FENCE CONSTRUCTION MATERIALS
6.
EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES
1. USE SYNTHETIC FILTER FABRIC THAT IS 95Z BY WEIGHT
NOT REOUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN
POLYOLERNS OR POLYESTER, AND IS CERTIFTEO BY THE
THE FILTER FABRIC DIRECTLY TO POSTS WITH WIRE OR ZIP TIES
MANUFACTURER AS CONFORMING TO THE REQUIREMENT'S IN
OF MIN. 50 POUND TENSILE STRENGTH.
ASTM D 6461.
Z
EXCAVATE A TRENCH 4" WIDE AND 8' DEEP ALONG THE
2. USE FENCE POSTS THAT ARE 1,33 LB/LINEAR FT STEEL WITH
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
A MIN. LENGTH OF 5'. POSTS SHALL HAVE PROJEC71ONS TO
8.
PLACE 12. OF THE FABRIC ALONG THE BOTTOM AND SIDE OF
FACILITATE FASTENING THE FABRIC.
THE TRENCH.
3. USE WIRE FENCE WITH MINIMUM 14 GAUGE AND A MAXIMUM
9.
BACKFlLL THE TRENCH WITH SOIL PLACED OVER THE FILTER
MESH SPACING OF 6.
FABRIC AND COMPACT.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES
STANDARD TEMPORARY SILT FENCE DETAIL
-51 NOT To SCALE
BURY BURY BOTTOM
OF PLYWOOD
STEEL FENCE POST
WASHED STONE FILTER
INLET ACROSS INLET
00 OVERFLOW 1/3 PIPE
DIAMETER
Air
f EXTERIOR
.. PLYWOOD
f EXTER
PLYWOOD
' -- HARDWARE OATH
PLYWOOD INLET PH07ECDON AND STONE FILTER PROTECTION
END OF DAY INLET PROTECTION DETAIL
NOT TO SCALE
2-#3 REBAI
$6 ® V-6"
LONG
k
SEAL 1/2' DEEP
HOLE W/ MORTAR
MINIMUM WHEEL STOP PLACEMENT,
6' FROM FACE OF CURB OR SIDEWALK
42' FROM FACE OF BUILDING
a
I PRECAST
CONCRETE WHEEL STOP
C-5
NOT TO SCALE
Z
i
m
mi
STANDARD METAL
P
POSTS
0"IN GROUVD9-GUAGE
�yq�
HARDWARE4'MAXCLOTH
SHEET FLOW SHEET FLOW
('A MESH OPENINGS)
+2,
o FILTERED
WATER
INLET PROTECTION CONSTRUC71ON SPECIFICATIONS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET.
SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4
FEET APART.
J. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE
MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM; PLACING A
2-FOOT FLAP OF THE WIRE
MESH UNDER THE GRAVEL FOR ANCHORING.
4. PLACE CLEAN GRAVEL (NC00T1,15 OR #57 STONE) ON A 2:1 SLOPE WITH A
HEIGHT OF 16 INCHES AROUND THE WIRE AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
MAINTENANCE
INSPECT INLETS AT LEST WEEKLY AND AFTER EACH SIGNIFICANT (Yj INCH OR
GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE
CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
STANDARD HARDWARE CLOTH &
GRAVEL INLET PROTECTION DETAIL
CENTER LINE
12" of NCOOT 5
OR #57 STOO
FILTER FABRIC -
NOT TO SCALE
2
i�
2
11
IC
4' to 6'
K TEMPORARY ROCK DAM
NOT TO SCALE
RAD 3" RAD.
im"
§, fo 3" RAD. -RAI
7
ti 4
a
s 4 A
Y 4-
2'- 0 CURB AND GUTTER
'B" STONE
1/8" RADIOS 118" RADIOS TOP OF CURB
'' `� •: �;'.' :. IB" RADD78 '� '` SDRBAG�
1!8"RADIUS ,',OF
JOINTFfISER .•
TRANSVERSE EXPANSION JOINT IN CURB & GUTTER
NOTES:
I. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS, EXCEPT THAT 75' SPACING MAY BE
USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN
BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. JOINT SPACING MAY BE
ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH
OF 1 1/2" SHALL BE OBTAINED.
3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT FILLER.
4. EXPANSION JOINTS SHALL BE SPACED AT 90'INTERVALS. AND ADJACENT TO ALL RIGID OBJECTS.
5, ALL CURB AND GUTTERS ARE TO BE POURED WITH CLASS A" CONCRETE (3,000 PSI).
6. FLEXIBLE FORMS ARE TO BE USED WHEN RADIUS IS LESS THAN 200'.
L 24" CURB & GUTTER
5 C-NOT TO SCALE
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SCALE:
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NOTED
SHEET 6 OF 7
DETAILS: GRADING, DRAINAGE &EROSION CONTROL I C 6. O

BACIO
HAUNCHIP
BEDDING
FOUNDATION
PRECAST CONCRETE COLLAR
JIM
FOR 4- SERVICE, BOX TO BE VULCAN MODEL #G8471
WITH #G8460 LID MARKED SEWER.
FOR 6- SERVICE, BOX TO BE EAST JORDAN #15742 W/
LID MARKED SEWER.
SEE NOTE
CLEANOUT RISER
FLUSH TYPE
CAP
SEWER CLEAN OUT FOR
rA PAVED AREAS
C-3 NOT TO SCALE
cUMYAGILU UNUU< YIYh
TRENCH SECTION FOR PVC
SANITARY SEWER SERVICE
g (SCHEDULE 40)
NOT TO SCALE
rLAR
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Major Elements of DWQ Construction General Permit
This document contains the major elements of the recently -revised North Carolina Division of Water Quality (DWQ) Construction General Permit (NCGO 1) with emphasis
placed on those elements that differ from the previous permit (expiration on August 2, 2011). Since the summary list below cannot contain details of every change, the
complete Permit should be used to assure full implementation. Sw:http://portal.ncdenr.org/web/wq/ws/su/construction
1) Ground Stabilization*
Site Area
Stabilization `
Stabilization Time
Description
Time Frame
Frame Exceptions
• Perimeter dikes,
swales, ditches
7 days
None
and slopes
• high Quality
Water(HQW)
7days
None
Zones'
If slopes are 10' or
• Slopes steeper
7 days
less in length and are
than 3:1
not steeper than 2:1,
14 days are allowed.
• '
Slopes 3:1 or
7-days for slopes
flatter
14 days
greater than 50 feet
in length
• All other areas
None
(exe
with slopes flatter
14 days
to and
petimetcts a
than 4:1
H W Zones
s "Extensions of time may be approved by the permitting authority
based on weather or other site -specific conditions that make compliance
impracticable." (Section II.B(2)(b))
The major change in the Permit from the previous one is the shorter
times to apply ground stabilization such as mulch, wheat straw, or
grasses. The NC laws and rules relating to the Sediment Act require,
in most places, ground stabilization within 21 days. Based on the new
EPA requirements and 9-months' work with a permit advisory group,
CTAG the Division and EPA -developed permit, now contains
requirements for ground cover within 14, and in some places, 7 days
2) Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes must be located 50' from storm drains and streams
unless no reasonable alternatives available.
• Earthen -material stockpiles must be located 50' fromstorm
drains and stream unless no reasonable alternatives
available:
a Concrete materials must be controlled to avoid contact with
surface waters, wetlands, or buffers.
3) Discharges to Federally -listed Waters
• Requirements are the same as in previous permit.
• The permit allows reduction from the 20 acre minimum if
the Director of DWQ determines that other BA Ps provide
equivalent protection,
Major Elements o f DWQ Construction General Permit- Continued
A) ;Inspections
6) Conditions in Erosion & Sedimentation Coutrol Plans*
•
Same weekly inspection requirements
Designation on the plans where the 7 and 14-day ground
stabilization requirements of the NPDES permit apply
•
Satne rain gauge & inspections after 0.5" rain
Designation on the plans where basins that comply with the
event
surface -withdrawal requirements of the NPDES permit are
located
• Inspections are only required during "normal
business hours".
7) Building Wastes Handling
• Inspection reports must be available on -site
during business hours unless a site -specific
exemption is approved.
• No paint or liquid wastes in stream or storm drains
■
Records must be kept for 3 years and available
• Dedicated areas for demolition, construction and
upon request.
other wastes located 50' from storm drains and
• Electronically -available records may be
substituted under certain conditions.
streams unless no reasonable alternatives are
available
5) ' Im
`lemeritalpit o�Ner PetviitConditlons
Earthen -material stockpiles located 50' from storm
■ Projects permitted under the previous permit can
continue to follow the previously -permitted
drains unless no reasonable alternatives available.
Concrete materials must be controlled to avoid
contact with surface waters, wetlands, or buffers.
conditions.
■
Complete applications received prior to August 3,
8) Sediment Basins
2011 can follow conditions of approved
application.
Outlet structures must withdraw from basin surface
• Applications received after August 2, 2011 must
comply with new permit conditions.
unless drainage area is less than 1 acre.
• Use only DWQ-approved flocculants.
x In order for the E&SC Plan to satisfy the conditions of the Construction General permit, it must identify areas where the ground
stabilization requirements apply and the location of the basins where the surface -withdrawal requirements apply.
Document prepared by the Division of Water Quality
DETAILS: GRADING, DRAINAGE & EROSION CONTROL
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PROJECT NO.:
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SCALE:
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SHEET 7 OF 7
C7.0

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1
SHEET } OF 5
PRELIMINARY
PROGRESS DRAWING
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GRADING,
UTILITIES & EROSION CONTROL PLAN
C 3. O