SW7070127_APPROVED PLANS_20070209

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Ally y��fpf
YYYYMMDD

WATER,
OWNER & APPLICANT:
LINDEN DEVELOPMENT, LLC
1018 MAGOTHY AVENUE
ARNOLD, MARYLAND 21012
SEWER, STREET
Ivi-lu-:A
F 0
fw 3m
ol- 0 h"f
LINDEN DEVELOPMENT
CIVIL ENGINEERS:
FUSS & O'NEILL
610 LYNDALE COURT
GREENVILLE, NORTH CAROLINA 27858
SURVEYOR:
LEGGETT LAND SURVEYING, PA
P.O. BOX 1021
PLYMOUTH, NORTH CAROLINA 27962
�COLUVIB
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1105
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SCHOOL
NC 94
ITE
1300
LIST
OF
DRAWINGS
SHEET
1
COVER SHEET
SHEET
2
SITE OVERVIEW
SHEET
3-4
PLAN & PROFILE
SHEET
5
PUMP STATION DETAILS
SHEET
6
STREET CRO���I�i'�ER
SHEET
7-8
MISCELLANE ��
APPROVED ) .71,
NORTH CAROLINA ENVIRl%ME^1TAL
MANAGEMENT COMMISS0
DIVISION iI N Of WATER QUAUT
Date /
;'*IGiYiliul#i'i-eli:,Aiv0._
. `
17480
'ao`�►'QINBNe''`gQ$.``�
ALAN t�` •`
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FINAL DRAWING
For RwAsw purpons only
REVISIONS
REV. TOWN OF COLUMBIA 10 O6 O6
a_
3/07 � V
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SR 1326 (PAVED)'' EXIST. BOX CULVERT
,+---CL—SR 1300_(PAV-ED) __---
[ / Oct I I
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WORK SEQUENCE
1-CONSTRUCT TEMPORARY ENTRANCE
2-ERECT SILT FENCE
3-CONSTRUCT WET DETENTION POND
4-CONSTRUCT STORM DRAINAGE PIPING - NONE
5-ERECT STANDARD DROP INLET - NONE
PROTECTION
6-CONSTRUCT RIP RAP OUTLET
VELOCITY DISSIPATORS
7-INSTALL ROCK CHECK DAMS
8-GRADE THE SITE
9-SEED DISTRUBED AREAS
10-CLEAN OUT WET DETENTION POND UPON
SITE STABILIZATION
11-WATER AND MAINTAIN VEGETATION
TO ESTABLISH AS REQUIRED
12-CONSTRUCT BUILDINGS
13-REPAIR ANY EROSION DAMAGE OR
CONSTRUCTION DAMAGE PERIODICALLY
14-UPON COMPLETION AND SITE
STABILIZATION CLEAN WET DETENTION
POND AND LEVEL ROCK CHECK DAMS
AND REMOVE SILT FENCE
15-BORROW SOURCES WILL BE APPROVED
SNAD MINES PERMITTED BY NC LAND
QUALITY.
ocrneppl
TRIANGLE WETLAND CONSERVATION, LLC
YEYERHAUSEP PROPERTY
S. FASSWNACHT
94, PC. 519
I-2 BITUMINOUS COARSE
TYPICAL ROAD SECTION
N.T.S.
RECEIVED
FEB 0 2 2007
DWQ
PROJ #
FINAL DRAWING
For RwAew Purposes 081Y
PROJ. MANAGER: TAT
SEAL
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a` �� CARO�`o
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S
17480
�'
SCALE:
FUSS O'NEILL
Disciplines to Deliver
LINDEN DEVELOPMENT, LLC
THE VILLAGE AT COLUMBIA
PRELIMINARY SUBDIVISION PLAN
CHIEF DESIGNER:
HOR2.: 1" =100
REVIEWED BY:
DATE
VERT.:
FNo.
DATUM:
0
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HORz.:
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TAT
10/O6 06
PROP
ED CONTOURS
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100 50 0 100610
LYNNDALE COURT SUITE E. 43REENMLLE NC 27858
DATE
DESCRIPTION
BY
REVISIONS
�A1N
TODD ALAN TRIPP LICENSE No.
GRAPHIC SCALE
252.355.1370 www.FonlO.com
TI R-BELL COUNTY NC NORTH CAROLINA
LCTED
PROJ. No.: 20060501 Al
DATE: 8128/06
20F8
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v
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DATE: 08/28/06
4 OF 8

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OUTLET APRON L - 10
WET DETENTION'•POND
SEE WET DETENTION
POND PLANTING tLArl
ON SHEET 8 Q�
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36" RCP CULVERT
LENGTH = 12'
INV. IN EL. 98.96
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STA. 7+51.49 = STA. 0+00.00 NEW MH NO. 4
MATCH LINE STA. 7+50.00 SEE SHEET 4 OF 8
ALL ROOF AREAS SHALL DISCHARGE INTO SITE
Z
SILT FENCE } l�17480Q
LIMITS BOUNDARY
(3�10
INSTALLATION OF NETTING AND MATTING
PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. ANY MAT OR BLANKETTYPE PRODUCT USED AS PROTECTIVE
MULCH SHOULD PROVIDE COVER OF AT LEAST 30% OF THE SURFACE WHERE IT IS APPLIED.
INSTALLATION IS ILLUSTRATED BELOW.
i. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. IF OPENWEAVENETTING
IS USED, LIME MAY BE INCORPORATED BEFORE INSTALLING THE NET AND FERTILIZER AND SEED
SPRAYED ON AFTERWARD.
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN
THE GRADE. ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES --DO NOT
STRETCH.
3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6
INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY. STAPLE THE NET EVERY 12 INCHES
ACROSS THE TOP END AND EVERY 3 FT AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS
OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES
AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED DOWN THE
CENTER, EVERY 3 FT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES.
4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP THE
END OF THE PREVIOUS ROLL 18 INCHES, AND SAMPLE EVERY 12 INCHES JUST BELOW THE
ANCHOR SLOT.
MAINTENANCE
INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION,
DISLOCATION, OR FAILURE, WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF
WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
IN CHANNELS, ROLL OUT STRIPS OF
NETTING PARALLEL TO THE DIRECTION OF
F'OW AND OVER THE PROCTECTIVE MULCH.
18-
)R NETTING IN A OVERLAP JOIN STRIPS BY ANCHORING
:H TRENCH. AND OVERLAPPING.
DITCH LINER DETAIL RECEIVED
FINAL DRAWING FEB 0 2 2007
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PROJ. No.: 20060501 A10
DATE: 08/28/06
4AOF81

CONTRACTOR TO INSTALL NEW 6' 0" DIA. PRECAST CONCRETE WET WELL
WITH A 4' 0" x 4' 0" WET WELL ALUMINUM ACCESS DOOR AS MANUFACTURED BY BILCO OR HALLIDAY
MANHOLE s1Frs-tar O.C.
0
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PIR:� LL.
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NEW WET WELL PLAN VIEW DETAIL
6.00
NOT TO SCALE
0" DIA.
PUMP INFO
3 HP 230 V.
1 PH. 60 HZ.
50 GPM @ 15' TDH
BYPASS PUMP ATTACHMENT �
b
to
ALARM EL -3.25
NEW INV. EL -3.73 8" ° O
LAG PUMP ON EL —3.85 Zr RMILEW SATED GATE VALVE
e O°
MANHOLE STEPS-16- O.C. f5 O 120 O.C.E.W. PROVIDE
EXTRA BARS O SIDES OF OPENINGS
PUMP ON EL -5.55
PUMP OFF EL -7.00 ° .I
SWING
1/2 "
O
.•�•.°«•,.�'. •D°. .C2 •. «O°'�°:0.• O. yf 24"
NEW WET WELL
NOT TO SCALE
CHECK VALVE & DISCONNECT
ASSY., CAST IRON
SANE UNDER
DREND 1 JOKr (181 3- OJ. PPE
3eol.0 NEW r PVC FORCE MAIN
BEGIN FORCE MAIN
BID ITEM
3' FORCE MAIN
3' M.J. GATE VALVE
ELECTRICAL ABBREVIATIONS
WIRE AND EQUIPMENT SCHEDULE
1 SERVICE FEEDER: 3#1 IN 1 1/4 " C
2 200A, 2P, SIN, 240V MAIN DISCONNECT
SWITCH FUSED AT 125A IN NEMA 4X
ENCL., SUITABLE FOR USE AS SERVICE
EQUIPMENT
30 M NUAL TRANSFER SWITCH, 200A, 2P,
S?N, N/F, IN NEMA 4X ENCL.
4 DUPLEX CONTROL PANEL
5 3# 1, 1 #6G- 1 1/2 "C
6 3 # 1, 1 # 6G - 1 1/2 " C
7 DUPLEX RECEPTACLE: GFCI, 20A, 120V,
INSTALL IN WP ENCLOSURE AS INDICATED.
® CONDUIT SEAL, CROUSE-HINDS # EYS OR
EQUAL.
9 2 # 12, 1 # 12G - 3/4 " C
10 ALARM LIGHT
11 EQUAL (PCE ROVIDEKSPEC SPALL ECIAL CREWDRIVER)
1 ALARM HORN
3 3-2"C, ONE EACH FOR POWER CABLES
TO MOTORS, THE OTHER CONTAINING FLOAT
CABLES. CABLES SHALL BE INSTALLED FROM
CONTROL PANEL TO MOTORS AND FLOAT
SWITCHES WITHOUT SPLICES.
14 #6 BARE COPPER IN 3/4 "C.
1© AUTOMATIC DIALER
© 2# 12, 1 # 12G - 3/4 " C TO AREA LIGHT
1© 8# 14 - 3/4 " C (SIGNAL CONDUCTORS)
® 1" EMPTY CONDUIT FOR TELEPHONE. COORDINATE
DESTINATION WITH TELEPHONE CO.
09 20A, 120V TOGGLE, SWITCH, WEATHERPROOF BOX AND
COVER
Box 80x6' NEMA TYPE 3R
CABINET WITH HINGED
COVER TO INCLUDE CON—
TINUOUS HINGE AND DRAW
I PULL LATCH,
OVER GRAY
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FUSS & O'NEILL
t4pDisciplines to Deliver
610 LYNNDALE COURT SUITE E, GREENVILLE NC 27858
252.355.1370 www.FandO.com
LINDEN DEVELOPMENT, LLC
THE VILLAGE AT COLLWBIA
PRELIMINARY SUBDIVISION PLAN
TYRRELL COUNTY NORTH CAROLINA
CHIEF DESIGNER:
HORZ.: 1" = 10'
REVIEWED BY:
DATE
VERT.: 1"=5'
DATUM:
HDRz.:
VERT.:
10 5 0 10
No.
DATE
DESCRIPTION
BY
GRAPHIC SCALE
REVISIONS
TODD N TRIPP LICENSE No.
PROJ. No.: 20060501.A10
DATE: 8Q8J08
60Fs
r-
I

FINISHED GRADE
SEEDING SCHEDU
ffT-
--�I I PIPE DIA.
2' MIN. '
:.::.:',: STAINLESS STEEL
•. •. •" CLAMP
MANHOLE BASE FLEXIBLE SLEEVE
LOCK JOINT
NOTE: INSTALLATION OF SDR 35 PVC SHALL BE IN ACCORDANCE WITH THE LATEST
REVISION OF ASTM D2321.
FINISHED GRADE ---�,
BACKFILL
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SEE SPECS
SLOPE 1'/F7.
BASE1.910NS��AM
BE SUDSRR nM FOR
., ....
NO. 4 ya
AT I
CRUSHED ANTE BASE, 4000.IS CONCRETE
AIANHiOIE APM SHALE ENT
L FLUSH
WffH THE FINISHED PAME EVIL
SEE TOP B". ON PLAN
OEXTENY.D PIPE INSIDE MANHOLE
ro.
MIN. (1) GRADE RING RWDM
IN NON PAVED AREA'S. IN
PAVEAENS GRADE RHO NOT
RBO'D. EXCEPT AS NECESSARY
TO MEET FINISH ELEVWM
NO MORE THAN (2) GRADE
RINGS SHALL RE INSTALLED.
FOR HK_ 4% SUBSUME
FLAT TOP.
PIPE SIZEOW
LESS THAN 20'
4'
20" OR GREATER
W
W OR GREATER
N'
PRECAST MANHOLE DETAIL
N.T.S.
STRAIGHT
. r . «• r
p p rr rr q rr � r`i�r�r`r�r`r�r�r`r`r`r`
rrrrrrr �I'W.
:moo
THIM MMIL IWALRIM"
INVERT FOR SERVICE LINE IN MANHOLE
HANDLED SAME AS CARRIER PIPE
30R4WAY
INTERSECTION
71
2—WAY
INTERSECTION
MANHOLE INVERT DETAIL
NW 10 /GLE
SOLID COVER SHOWN
SEE SPECS.
MINIMUM AVERAGE WEIGHT
RING 190 LBS.
COVER 112n rcc
HOLE RING & COVER
PIPE
SELECT
BACKFILL
!! �
�— STONE TO BE THOROUGHLY
COMPACTED UNDER PIPE.
TRENCH SECTION DETAIL -PVC
TRUSS GRAVITY SEWER MAIN
v yl
•
�••
ire
MIN
4 — 9' STONE BASE
N
L. TO IE CONSillCTED FOR DROPS OVER 30•.
P. PVC OR ADS FITTINGS MAY BE USED FOR THE DROP IF THE MAIN LINE IS ADS OR PVC
3. APPROVED PRECAST DROP MANHOLES MAY BE USED
❑UTSIDE DROP MANHOLE
NOT TO SCALE
-0•
TIE ROD .
10,
L-DRACE RAIN
—LINE POST
CEWRETE FILL
TYP. ALL POST
TYPICAL CHAIN LINK FENCE DETAIL
N. T. S.
SEED: THE MIXTURE OF
SEED IN ALL DISTURBED AREAS INCLUDING NCDOT
RIGHTS —OF —WAY
SHALL BE THE FOLLOWING:
1. SEPT 1 — APRIL 1
NCDOT ONLY
75 POUNDS/ACRE
KENTUCKY 31 FESCUE
50 POUNDS/ACRE
BAHIAGRASS (WILMINGTON, IF AVAILABLE.
PENSACOLA OTHERWISE)
2. APRIL 1 — SEPT 1
NCDOT
75
75 POUNDS/ACRE
ONLY
LMINGTON, IF AVAILABLE,
PEN OTHERWISE)
50 POUNDS/ACRE
KENTUCKY 31 FESCUE
35 POUNDS/ACRE
BROWNTOP MILLET OR SORGHUM SUDAN HYBRIDS
3. WHERE A 'TURF" TYPE GRASSED AREA IS REQUIRED THE FOLLOWING
MIXTURE SHALL BE
USED:
20 POUNDS/ACRE
COMMON BERMUDAGRASS (UNHULLED)
70 POUNDS/ACRE
KENTUCKY 31 FESCUE
A. IF SEEDING OCCURS BETWEEN THE MONTHS OF NOVEMBER
AND FEBRUARY. RYE GRAIN SHALL BE PROVIDED IN ADDITION
TO THE ABOVE
AT A RATE OF 25 POUNDS/ACRE.
ALL SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEED BED AND
COVER SEED. SHOULD
THE PERMANENT SEED NOT GERMINATE AND PRODUCE
A STAND OF GRASS, THE AREAS SO EFFECTED SHALL BE RESEEDED UNTIL
A PERMANENT STAND IS ESTABLISHED.
NOIE1 — IV JOINT D.I. PIPE CENn3tED O CULVERT
M Numiz
um
wroth
- M ME UN
s.11=0zm
m®
arwert
PIPE LINE OVER
CULVERT`
M Nm
Nv PPE ue
QWM
NHM PPE UM
1rM law
4
cuww
cuwm
1• YK
R� r PFlO�N
NCOOr or
Km
PIPE LINE UNDER
CULVERT
PrAm -
r NK
M Ipl®
rMOE
�CLLV91N
HI,OE Inlro
4
L.I� —CuLmw
r rn
JUL
PIPE LINE AROUND
END OF CULVERT
INSTALLA[ION
OF FORCE
MAIN
AT CULVE�
DETAIL
1' BR. CONC.
SURF. COURSE,
TYPE 1-2
;7
D
X
120
1.3
150
1.6
IBM
1.8
240
2.4
30-
3.0
360
3.5
4Y
4.1
480
4.7
8 BR. CONC. BASE COURSE, TYPE HB
EXISTING
.00
WWI
N.T.S.
2" BIT. CONC. BASE COURSE. TYPE 1-2
EXISTING
60 BIT. CONC. BASE COURSE, TYPE HB
EXISTING EXISTING
STANDARD PAVEMENT REPAIRS TFOR NCDOT ROADS
PR03 #
FEB 0 2 2007
DWQ
PROJ. MANAGER: TAT
SEAL
,`+``�`I/,lrl�,Oa,�$P
�. Q ,,
dgJ S
SCALE:
FUSS & O'NEILL
f4j)
LINDEN DEVELOPMENT, LLC
THE VILLAGE AT COLUMBIA
CHIEF DESIGNER:
HORz.:
REVIEWED BY:
DATE
VERT-:
DATUM:
74
x s i80
`
.rf� ALAN �r�"'e,
17480
HORz.:
Disciplines to Deliver
PRELIMINARY SUBDIVISION PLAN
VERT.:
00 50 0 100
No.
DATE
DESCRIPTION
BY
/Nv�llra 1z�
d�
610 LYNNDALE COURT SUITE E, GREENVILLE NC 27858
REVISIONS
I
TODD ALAN TRIPP LICENSE No.
GRAPHIC SCALE
252.355.1370 www.Fand0.com
TYRRELL COUNTY NC NORTH CAROLINA
�
PROJ. No.: 20060501.A10
DATE: 8/28/O6
70F8

RESULTANT THRUST AT FRTING AT i50 KILL WATER PRESSURE TYPE[ OF THRUST &0CMNG ],T,fWMKIR WgYTP `d..
TOTAL POUNDS tA'Bai°° 1r,`iTiT°tl"• Pipe Outlet to Well-defined '11110etffipd Plant Source: Ellen J. Colol
NOA6NAL : STONE FILTER OF V GRAVEL PLACED AGAINST SILT LAR8V ma oey, M.D.
DEAD 9D° 45" 221/P IT 1/1P NOTES
ti FENCING WHERE REQUIRED WIRE MESH Channel Coastal Plain Couservation Nmsery,lac. Edenton, North Carolina 252-482-5707
PIPE
0l END BEND BEND BEND ITEM : 1. DIMENSION "D" SHALL BE
LARGE ENOUGH TO MAKE
4^ 2.)W 3.900 MOD 1.I00 530 ANGLE "A" EQUAL TO OR B• - 0' MAX. 8' 0" MAX. Rides
2'-O' SO. GONG. COLLAR GREATER THAN 45 °.
6• s,600 e.000 a.3oo z2ao I.tao _. Notes Do not lam the aquatic bench with turf s9.
1 OO 8" 1HICK 2 CONCRETE SHALL NOT P q gFa
6' 9.)OO 13.600 7,I00 3.6Q0 1.900 INTERFERE WITH NECK. Z y Do not plant non-mtive plants. - Refer m the schedule below.
10• 14S00 M',KX, m1w s,7oo 2,900 JOINT Fi1TING5. NOTE: REFER TO SPECIFICATIONS FOR STANDARD REQ'MTS. REGUARDING � ,r;-, , G^ 1. La is the length of the flpr&p
T' ENCASEMENT PIPE AND CARRIER PIPE MATERIALS AND INSTALLATION. ,v _-_ Check the dhawdown OT1RCe after each Lain event.
Ir zo,sOD xs,ao0 I5,700 e,000 4,090 - A A aPr aquatic bench as soon as possible after construction. Shading out the competition is your best method of
TOP OF STEEL ENCASEMENT TO BE MINIMUM OF 3 FT. BELOW TOP OF b Plant the
W 27,600 39.000 211100 11.000 5.,to ' F " PAVEMENT ELEVATION. I �1
16" 35700 5D400 2)300 14000 )000 ? cPNC. BLOCKING SIZE G. d=1.5 times the maximum weed control, and weed control is your best method of maximizing aesthetic appeal of wetlands. Shndn9areagreet
ADJUSTABLE W1AREM CAST IRON VALVE PIPE W D BRICK MASONRY "I �•'�''� E stone diameter but not loss w8 to cover lots of shallow land
20• 44,600 83.400 34,4(0 17,500 8,000 -WA W/ REMOVABLE COVER LIBELED 7 aataattmb y t)unpla
i SIZE SKIDS OR SPIDERS REQUIRED •'••soma'
20• 55,000 T).000 42,100 21,5G0 IO.B00 _ ._ Q QS -WATER- (TYP_) � 1' 0' (2 PER JOINT MINIMUM OF CARRIER � 9^ � than 6". Leave deep water (below 96.5 fee[)udplalrted.
2a' 1.11 1I1.000 w.D00 3L600 15,a00 I 4" 1 -0" PIPE EVENLY SPACED) � � � yf 3. In aweft-defined channel ex-
3D- t20.600 1)9.e00 92aw 47,1D0 23.600 � 6• 1'-3 APPROVED SILT r aOIM �w�ie°0 Installation Requirements
GATE VALVE 1 -6" FILTERING 6" x 6" WIRE O 9" tend the apron up the channel
W 172,900 244,40D 132,300 67,500 33,800 FABRIC MESH BACKING ANCHOR Plan . Wetkmd hetbece0us plants are ideally installed 411 through 7/15 in Our climate. Contractor shall retum in the t0
12" z'-3" elevation of C P Y � Bh spring
42' 231.31Kt 330,000 1)9,800 81.000 a5,)00 16 3'-0' fL CARRIER P ,., w < DITCH tlik$ t� an eTViratlon 01 $�
yy Rw Yr IW°I_IDsvax
304,000 43D,IMD za2.7a0 116.6D0 59,600 VI - tU, q „m '••� • °ti'a®E b above the maximum teilwater reD]» any herbaceous Plants that have died and includk such remedial work in the bid price. Container grown woody
m •` �" depth or to the top of the bank,plants are best installed fall through early spring.
5i 384,100 5a3.2D0 291,000 149,Wp )5.300 © 3" LOG, 2" x 2" TREATED LUMBER, rlwlr rum
saL ��w 1- OR STEEL Posrsm�t„s a�m�w K,o" Whichever IS I$SS. Apply a slow release fertiizet m each plant nit is installed. AgSafe®Aquatio-Tabs 20.10.5, 90 day continuous
} SLOPE To DRAIN�sla poae La $, A f Titer blanket Or filter taMYflc feeding, 5 grams, for wetland herbaceous species. Agriform® 20-10-5 Plus Minors Planting Tablets, 2 year slow
NUCK O 1. THIRD LINE CONNECTION, TEE NOTES
SOFT CUR` 1A00 2. 1HRu urvE CAxNEcnINi, cROn DINED As TEE 2" WEEP HOLE D.I.P. A. PASTS SET AT DEPTHS OF 4' FOR EARTH BACKFILL. ANCHOR DITCH IS release, for trees and shrubs. Do NOT broadcast fertilizer, fertilize alter installation, or apply lime.
SILT iS00 3. DIRECBON CHARGE. ELBOW
SILT SILT 3,000 4. CHANGE LINE SIZE. REDUCER D A should be installed between Install container grown wetland plants from a reputable nursery which propagates from local wild plants. Do not plant
SAND a,00o 5. DIRECnOx cH TEE DINED A5 an. STEEL ENCASEMENT PIPE 9" x 9" AND FILL IS TO BE COMPACTED. the rlprap and sWl foundation.
SANDY CUY e,00o 6. DIRECTION CHANGE, CROSS USED AS ELBOW ay B. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A
HARD SIT
9,000 7. CHANGE GHuxt z' x z' . 6" colMc. Pao ... cmtivars or "superior" selections. Do not import plants from neighboring states as they may not adapt to North
VELOCITY BREAK AND SILT TRAP. Carolina's conditions. Do not harvest plants from wild populations.
10 DETERMINE ME SIZE OF A CONCRETE 1HFUST BLOCK. OMOE THE TOTAL FORCE BY ME BEARING VALUES OF THE SOIL THE OR CONG. VALVE SUPPORT m (t•OMO ystq
QUOTIENT WILL BE THE SIZE x THE REARING AREA OF THE THRUST BLOCK IN SQUARE FEET. APPROXII VAurs FOR VAROUS (5EE NOTE 2) ELEVATION C. CONTRACTOR MAY USE ALTERNATE MATERIAL OR METHOD UPON APPROVAL "'•' x-w ,�a If possible empty the wetland just before planting 9tarta,mmake installation easier. Usefl level to identify the level of
T,RES OF son ARE LISTED IN TART FROM ENGINEER. �..a „ normal pool throughout the wetland, since it determines which plants go where. Ideally, shallow water areas should
NO RESPONSIBILRT TEA BE A56UME0 FOR THE ACCURACY a THE DATA IN THIS TABLE DUE TO THE WIDE VARIATION OF BEARING PIPE P E ENCASEMENT DETAIL Mq•y�(pp�L rpp I 1N Socl eft AA I . remain fully saturated- but not flooded m a depth of
LORD cnPnBIIfREs FOR EACH solL TYPE. yr,Tq ay 111 d ep greater than 3 inches - for 30 days after Plant installation. Plants
"°T ° SILT FENCE DETAIL I L WATER SERVICE DETAIL I L completely covered by water for more than 48 hours will die.
THRUST BLOCKING TYPICAL VALVE BOX DETAIL _ Finer
NOT TO saLE NOT To scut for TO blanket
Install herbaceous plants and most shrubs in large drifts or masses
x.r.s SCALE
R Emergent plants for permanent shallow water (1"- 6" deep) Use these tram Elevation %5 to Elevaton 97.
OFF -ROAD SHOULDER OPERATIONS SHOULDER OPERATIONS ON TWO-LANE ROAD i'
RIP RAP OUTLET PROTECTION Plants shall be coutaiuer-grown and of at least 45 cubic inches capacity spaced 2' en center, at least 5 spates,
ON TWO-LANE ROAD ( WITHIN 2' OF EDGE OF PAVEMENT )
with no more than 30% of any single specks.
( z'-s' FROM E.O.P.) C D D C B 6" 2' MIN. Acorus calamus (Sweet Flag) Cladium jamairme (Sawgrass)
( FIRE HYDRANT
1 ■
TO MATCH GRADE Q MIN' Iris virginica and his versicolor (Blue Flag Iris) Iris fwNa (Copper Iris)
f - Peltandra vvginica (Arrow Amm) Pon6ederia cordate (Pickerelweed)
ROM Rau 14 n f ell v�v0 (MIN. Sa Lennie lancifolia ullmn
® Saurmus cemuus (Lizard Tart) Sagittarie larfolia (Dack Petam)
F 1`t F CARRY RIP RAP UP BANK J
On o O 1' FREEBOARD Si (B gue) SLHicenoplectus tsbemaemontsni (Sottstem Bubush)
catsTREreucnd+ • e I ' i GRADE `5� oOOL ) pargamum americanum(Bur-reed) Zimempsis miliacea(Water Millet)
Mta1FI1CINx1 OauslnuclroN A ib .i d: A .f brA A `O (�
xxx rr xxx Tr c 20-z - + Pi 3`' I J T/
* Ri �) A PAGE OF
VEMENT 2' X 2' X 6" CONIC. N0. 5 WASHED STONE -=r ?g�QC(OJj� 1 DEPTH OF
W 20-1 w 20-1 2 A s r? PAD (3000 PSI) J O Herbaceous plants for saturated, soggy sell whla does not remain flooded Use these from Elevation 97 m
z,O FLOW OoO�WO0oO�0, DITCH Elevation 98
z y" capacity spaced It on centerst least 5
"•~+''- :• = °' OQ CXJo% r=grown and of at least 4.5 cubic inches , specks,
ASPHALT SECONDARY PRIVATE .. ,_ . � / e: ^ �C�� o O oT Plants shall be roeaioe s
w ETm � MUNICIPAL STREET UNPAVED ROADS PAVED DRIVE �( // C/ �� °•iI III -II II-I__I I� II with no room than 30/. of my single species. At least 70% of the total mint be gnaslike.
mNSTRucnoN b• A AREA TO BE TAMPED. E /'\ {\ \• �\ /� / \� _ I (- -1 1 -
Asclepias incarnate (Swamp Milkweed) Chdoae glabra (White Turdeheed)
G 20-2 ROM1 $ B. 4" OF CRUSHED STONE. C.I. VALVE BOX Y- z NATURAL GRADE Eupatorium ccelestmem(Wild Ageratum) Eupatormin Estalosum(Joe Pye Weed)
r MtWDu or 10' C. 2" BITUMINOUS CONCRETE SURFACE COURSE LINE CLASS B RIP RAP Heliandws angustifolius(Swamp Sunflower) Hibiscus coeeineus(Scarlet Rose Mallow)
RE VNECWMT
BE '"LINNE O ° TYPE -2. - - M.J. HYDRANT TEE
RaOWAY STANDARD
i o WITH FILTER FABRIC
DRAWINGYSTA tAo.os D. 8" CRUSHED STONE. ` ei Hibiscus moscheutTTs (Rose Mallow) Kos[eletskya virgidica (Seashore Mallow)
FOR WE CLOSURE. 3 ', t t CONC. THRUST WASHED STONE 6" MIN. VARIES
Lobelia cardinalis (Cardinal Flower) Lobelia siphilitica, eloagam, and allies (Blue lobelia)
E. NEW CONCRETE 1/2 "THICKER THAN EXISTING U Jx. n.-.. Mimulu9 alatus (Monkeyflower) Vemonie nOvebomcensis (New York bonweed)
BLOCK
ROCK CHECK DAM DETAIL Cana species, except C. stricta (Tussock Sedge) Juncos species, reserving J. memerianns for brackish systems
CONCRETE, BUT NO CASE LESS THAN 6 INCHES '-;':,�
w 5-1in THICK. !•,
NOT
it TG scut Shrubs for saturated, soggy sell which does not remain flooded (III shallow land) Cover aquatic beach from
-"..... !.� •:. w
2 NOTE: SEE SPECIFICATIONS FOR GRAVEL DRIVES. i" h•' ° > elevation 97.5 m elevation 98.5
Mv4uuM r. _ I • o N.R DEWS , .:A.O.--- r GATE VALVE Plants shall be container -grown and of at least 170 table Inches (trade gallon) capacity spaced 4' ou center, and
Tro•a T°4E --1 � ..PRIVATE at least 3 spectra.
NEWLY EXCAVATED BASIN, EXCAVATE L5' BELOW EXIST. DITCH GRADE
EDGEORIGINAL1 CONCRETE DRIVE ORIGINAL DITCH BOTTOM GRACE Alms sertulata
i PAVEMENT REPLACEMENT TIE ROD _ LEVEL STONE APRON (Hazel Alder) Amnia arbutifolia (Rea chokebetry)
T N T S 5.0' 5.0' LONG, 10.0' WIDE �1 Clethra ahrifolia (Snmmersweet) Comm amonarm and fcemine (Silky and Stiff Dogwoods)
END FIRE HYDRANT DETAIL SEDIMENT POOL EL. = 1 Hex glabra (Inkbeny) Itea virginica (Sweetapbe)
mxsRucTwx T 2
NOT '0 scat WEIR ELEV. yule) Rosa pahutris (Swamp Rose)
- EIa c 20-z � IV1.0' MIN. Myrica(Morella)cerifem (WaxM
croxstRucrrox 1 na0 1 / Cgo o Sambucus eanadkmis(Elderberry) Vibumtrm nudum(Possumbaw)
G 20-2 m xNSlmcnox T VA TES r I I/ °�OO� /
RWD 3 < Y --�_ 3:1 ° 0 3;1 4.0' Trent for saturated, soggy roll which does not remain flooded (s.k.a. shallow land)
w 20-1 coNxm IRON z LL 4 ,r' o o Plant as shown on the plan. Provide a minimum of 15 trees evealy distributed on areas between 975 and 985
Z VARIES ROCK CHECK DAM SET SEDIMENT ekvatlan.
W 20-1 0 CLEANOUT STAKE oL� _
_ PAVT. i - o oo°o� �' o CU° - C Betula nigra (River Birch Cafrimus
a ° L egus ) (Hawthomes) Taxodimn distichum (Bad Cypress)
�)
REF - MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. w Nyss rgh-iaddac,,ktg,.,�.�
PART VI - SUPPLEMENT, y (Swamp "�6u•'•) Nyasa egmtira (Water Tupelo)
TABLE 1 - MINIMUM SIZE OF WARNING SIGNS N 93861HOra $W8m Ble
TYPE OF FACILITY MINIMUM SIZE _
RURAL Two -LANE, FILTER FABRIC AQUATIC BENCH
36' x 36 TWO-WAY ROADWAY •• SIDE SLOPES MAX 6:1
MULTILANE FACIUTIES CLASS 'B' EROSION CONTROL STONE
UP TO 45 MPH 48" x 48"
OVER 45 MPH 48' x 48'
EXPRESSWAYS & FREEWAYS 48" x 48" 2' MIN. i0_ 2
5• MINIMUM � CROSSSS S SECTION
TABLE 2 - MINIMUM DISTANCE BETWEEN ADVANCE WARNING SIGNS C SEDIMENT STORAGE ( PROFILE VIEW OF ROADSIDE DITCH )
SPEED OF TRAFFIC MINI UM DISTANCE
UP TO 35 MPH 125-200 Fr PROFILE
35 TO 45 MPH 2O0-300 FT NOTES: - SEDIMENT TRAP BOTTOM DIMENSIONS 15 x 2', SIDE SLOPES 1.5:1,
45 TO 55 MPH 300-500 FT 1. L = 4' VOLUME 216 FT3 TERRESTRIAL BENCH AND BUFFER
EXPRESSWAYS 500 FT OR MORE
wIDTTd FT 1 z 3 a s s NEW WATER MAIN 2. H = 4` 125 AT TOE OF SLOPE
sP M ITN. Ax. M M . MIN .Mir;. "IN. . MI . Rwx 3. FOUR 3 1/2 - INCH GALVANIZED PIPES CLASS 'B' EROSION CONTROL STONE FILTER FABRIC •�G
20 10 15 15 20 20 30 30 45 35 55 40 60
25 15 25 25 40 3s 55 45 70 55 85 65 100 z NATURAL GROUND Q• p
REQUIRED FOR TRASH RACK J
30 15 zs 30 +s 45 70 fie so 70 T1s 90 135 x NO Ofl
35 25 40 45 70 65 100 85 130 105 160 125 190 z qm 21" MIN 60�I EL. 366.5 EMBANKMENT
40 30 45 55 85 80 120 110 165 135 340 i60 405 BORE CROSSINGS m 0 v b�
4 4 70 13 I S 1 0 ] 22 4 70 40 O D1 - _
50 0 Iso ac 1 t 5 2 0 3 0 2 0 3 5 JDO 4CONOMINAL MINIMUM WALL MINIMUM WALL HOOK BOLTS k1"x 1 (1 let"RIGHT ANGLE BEND) ,-Tpy
55 10 1155 t 210 2 0 3 D 2 5 + 5 3 0 41 WATER ENCASEMENT THICKNESS NCDOT IF ICKNE55 RAILWAY m- ti 7.0'
SIZE SIZE CROSSING CROSSING - WITH FLAT WASHER & SELF LOCKING NUT. %" MIN. o`o _z o PDE SLOPES MAX 3:1
WIDTH Fi
] B
9
10 it 12
LENGTHR
FT.
(IA
H
IN.
AX. M
.
MIN
MAX.
MIN.
IN.MAX.
MI
.MAX
20
50
5
55
I
60
90
]0
105
5
11s
0
120
25
75
115
85
130
95
145
1U5
Tt
115
175
125
190
30
105
160
120
180
135
205
150
225
165
250
180
270
35
145
220
155
250
185
280
205
310
225
340
245
370
40
19
85
215
3
40
360
7
405
295
44
320
480
45
315
475
360
540
405
610
450
675
495
745
540
810
50
0
5
60
40
65
7
0 50
85
60
9
55
85
0
40 6
0 4
5 7
5 5
815
6
5 910
6
9
4 NONE ___ ___ HOLES TO BE PROVIDED IN PLATE, CENTERED In N 3.5' °� W p0 O 0O
PIPES AND SIDE WALLS. PIPE w ° 1.5:1 SIDE SLOPE[BETWEENw �W DE DEPTH i12.75" 0.188" 0.188" SEDIMEIJ8 QQ �4i4" STORAGE Eo I' F'
8 16" 0.250" 0.281" O.D. PIPE
B" 20' NATURAL GROUND NO TREES ON tit 2.10
10 18" 0.250" 0.312" W x 4"x X" 8" OR 12" i
ALV. PLATE 'r. I STONE SECTION EMBANKMENT
12 20" 0.250" 0.344" ( AS SEEN LOOKING DOWN STREAM)
TABLE 3 - LENGTH OF TRANSITIONS • ENERGY DISSIPATOR -3.00 BOTTOM OF POND OUTLET STRUCTURE
TAPER FORMULA: AND INLET
,6 24° D'25a D.375" � TST -TEMPORARY SEDIMENT TRAP DETAIL �
L = WS FOR SPEEDS OF 45 OR MORE 8. OR 12' PIPE END CAP (We" FLAT s" TYPICAL FOR ROADSIDE DITCHES ALTERNATIVE AND EMERGENCY
L - W9 FOR SPEEDS OF LESS THAN 45 PLATE) WELDED TO UPPER
fie END OF PIPE GRATE DETAIL A 10 1.10 SPILLWAY SEE CALCS
WHERE: 1. CHECK BASIN AFTER EVERY RAINNFALLLL WHICH CAUSES FLOW IN ROADSIDE DITCH.
L = MINIMUM LENGTH OF TAPER DETAIL B mNOTCHES FOR PIPE TO BE FORMED IN CONCRETE 2. REPLACE STONES WHICH ARE DISLODGED.
s = NUMERICAL VALUE OF POSTED SPEED LIMN PRIOR TO WORK OR 85 PERCENTILE SPEED SO THAT PIPE WILL FIT SNUG BUT CAN BE 3. REPAIR ERODED ABUTMENTS WITH STONE.
w n wlDm OF OFFSET CONTROL
I- REMOVED 4, WHEN BASIN IS D FULL CLEAN OUT SEDIMENT AND DISPOSE OF MATERIAL BY 0.00 BOTTOM OF AQUATIC BENCH
TRAFFIC CONTROL FOR STREET NEW WATER MAIN BORE DCTAIE TRASH RACK RATE DETAIL SPREADING AND SEEDING OR INCORPORATING INTO BACKFOVED OPERATIONS.
5. AFTER THE SITE IS STABILIZED, THE BASIN MUST BE REMOVED AND MATERIAL 21iD
DISPOSED OF IN ACCORDANCE WITH THE SEDIMENT EROSION CONTROL POLLUTION 1160 T PW
SHOULDER CONSTRUCTION NOT To scud NOT TD scu
ACT. y
1m TO 6. PAYMENT SHALL BE INCLUDED IN THE UNIT BID PRICE FOR OTHER ITEMS
UNLESS SPECIFICLY REQUESTED BY THE ENGINEER. SEE BASIS OF PAYMENT FOR P Q PON AD T P OF AQUATIC BENCH
PAYMENT TERMS.
TRASH GRATE BARS SEDIMENT
MANH`A E RING FOREBAY GABION/EARTH
2 ,ER B BAFFLE
W x 4' x )C GALV. PLATE BENDING DIAGRAM
;I (CREST)
C PIN DIA.
A .�-.-.-. -. A 3 \- WET DETENTION BASIN
3" Di4 GALV. PIPE
v°v°o°viiv 3" DU. ARS
ovovvva ('
°°°•°°°° ;.e i F: 100 YEAR FLOOD POOL EMBANKMENT NO TREES ON
vvvvvvv
aavvvvo NOTES: ALL CONCRETE TO BE 4 000 P51 MIN. FOREBAY 3.00
EMBANKMENT
REINFORCING STEEL TO HAVE A MINIMUM
BARS DISTRIBUTE I 1THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
SPACING EQUALLY L.>_g ALL PIPE FOR GRATE, STRUCTUAL TUBING, AND
PLAN MEW RELATED HARDWARE TO BE GALVANIZED. 1`
PLAN
® 12" O.C. � ALiIY TEMPORARY STORAGE
E.W. n' 3" DIAL GALV. PLUG (THREAD) e" 2.10 OUTLET STRUCTURE
I-f-- 112" TRASH GRATE BARS �- SEE DETAIL B ALTERNATIVE AND EMERGENCY
INLET VIEW W/"=`+�St�`. �11 TERRESTRIAL 1' 1.10 SPILLWAY SEE CALCS
I / BENCH I I} WATER QUALITY STORAGE
3" IXA.v' ��' BOTTOM OF STRUCTURE I 8'-I I-0' J
•'4 (THREAD) '? x TO BE ON SAME GRADE BARS 6 SIZE 115 SPACING B" -
9R, ID, •? 79" izu. AS PIPE AtE q4 BARS C-C ALL OTHER REINFORCING SIDE SLQPES MAX 3.1
4, 'Y BARS ARE SIZE J4 SPACED ® 3'6"
0 12" O.C. D -151L T a' I 6 C-C
E.W. ,I I 2 2 I _ -3.00
_ _ 12'
2'-O GABION EARTH
i, 36" RCP
AQUATIC BENCH
s . •' ,, r! '-, g'--I DETAIL A SIDE. SLOPES MAX, 6:1 (BC T) PERMMIENT POOL (SOF) slq,1,?
r GRATE REMOVED �Y
4 JOINT MAY BE KEYED, DOWELED, SECTION B-B 1200,
.-. . • OR EPDXY GROUTED
INLET MEW WITH TRASH RACK CUT AWAY r MA avv. PE 3" CIA GAIv. PIPE TYPICAL SECTION A - A FINAL D a DW
SEC nON A -A
SEE TRASH RACK & ORIRCE DETAIL AT RIGHT For R Iles P�pos�s Only
ELEVATION VIEW A�{�t�Iq p (`L( (yt
D I AJ I"N• r`T `Ain Chi. I EE, [i'L Nor ro swc
'%"X-? TAIL fZA H RACK I & ORIFICI DETAIL' D U DETENTION BASIN L1ETA4t ,
NOT To ut
ANT TO LIE issommenj
PROJ. MANAGER: TAT
SEAL
</ "10
C7 49 J "' ""'
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4
7.. a
gip , '
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SCALE:
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FUSS & O'NEILL
Disciplines to Deliver
610 LYNNDALE COURT SUITE E, GREENVILLE NC 27858
252.355.1370 www.FandO.com
LINDEN DEVELOPMENT LLC
>
THE VILLAGE AT COLUMBIA
PRELIMINARY SUBDIVISION PLAN
TYRRELL COUNTY, NC NORTH CAROLINA
f ROJ. No.: 20060501.A10
CHIEF DESIGNER:
HORZ.:
DATE: 8/28106
REVIEWED BY:
DATE
VERT.:
80F8
DATUM:
HOB':
vERT.:
100 50 0 100
No.
DATE
DESCRIPTION
BY
REVISIONS
TODD ALAN TRIPP LICENSE No.
GRAPHIC SCALE
I