SW8121001_APPROVED PLANS_20121025

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
ol APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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6' - 16'
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N/F
STATE OF NORTH CAROLINA
08.189 PG.191
N.C.PINst639902750229
HANDICAP RAMP
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INSTALL ONLY AT VAN VAN
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SHEET #1 OF 7
PROJECT #. PM493-28 -001
DESIGN FILE #: PM493-28-001/PM493-28_CONSTRUCTION.dgn
LEGEND
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DROP INLET
LF - LINEAR FEET
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DIP -
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MAX - MAXIMUM
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EL -
ELEVATION
MBL - MINIMUM BUILDING LINE
TC
- TOP OF CURB
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EX. IRON ROD
MH - MANHOLE
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- TOP OF SIDEWALK
EDP -
EDGE OF PAVEMENT
MIN - MINIMUM
TYP
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EX -
EXISTING
N/F - NOW OR FORMERLY
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SILT FENCE
HANDICAP SPACE
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STORMIIIATER/DRAINAGE
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N-C.PIN#639902656872
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SITE DATA
TRACT AREA = 1.811+/- ACRES (78914.04+/- SF)
ZONE = R-15M
PROPOSED PARKING SPACES
STANDARD - 6
HANDICAP - 1 (VAN ACCESSIBLE)
TOTAL = 7
1. BOUNDARY AND TOPOGRAPHIC lNFORMATIQN PROYIOED BY
PHILIP A. COLLIER. PLS OF STROUD ENGINEERING. PA
MOREHEAD CITY. NC ENTITLED "EXISTING CONDITIONS
SURVEY. LOT 1 THE 1953 COMPANY LLC. SUBDIVISION AND
WESTERN RIGHT OF WAY OF NC HWY.101 SOUTH TO STEEL
TANK ROAD. DATED 7/19/12.
2. WETLAND INFORMATION PROVIDED BY PHILIP A. COLLIER. PLS
OF STROUD ENGINEERING, PA. MOREHEAD CITY. NC ENTITLED
"WETLANDS SURVEY. LOT I THE 1953 COMPANY LLC. SUBDIVISION
AND WESTERN RIGHT OF WAY OF NC HWY.101 SOUTH TO STEEL
TANK ROAD, DATED 9/6/12.
3. PROPERTY IS IN A FLOOD ZONE SHADED X. CARTERET COUNTY
COMMUNITY NUMBER 370043 PER F.I.R.M NUMBER 3T20638800.D
WITH AN EFFECTIVE DATE OF JULY l6e2003.
4. SEE SUBSURFACE INVESTIGATION REPORT PREPARED BY
GEDTECHNOLOGIES. INC. OF RALEIGH. NC FOR ADDITIONAL
INFORMATION
4"SF9.5A
10 "CABC
COMPACTED FILL
HEAVY
DUTY
PAVEMENT
SECTION
SCALE: NOT TO SCALE
(PER RECOMMENDATIONS OF
GEOTECHNOLOGIES. INC.
DUMPSTER
CONCRETE PAD
SCALE: NOT TO SCALE
(PER RECOMMENDATIONS OF GEOTECHNOLOGIES. INC.
2"SF9.5A
8"CABC
_ I{ II I? COMPACTED FILL
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LIGHT DUTY
PAVEMENT SECTION
.W. .__ SCALE: NOT TO SCALE
(PER RECOMMENDATIONS OF GEOTECHNOLOGIES. INC.
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REVISIONS:
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B'MAX.STANDARD STRENGTH FABRIC 3' 12' 6'
6"DEEP BLIND SCALE
WITH WIRE FENCE F7ILTERINSTRIIP OVER 0107IT TILE
6'MAX.EXTRA STRENGTH FABRIC SLOPE IFORM FABRIC EL 6.1
WITHOUT WIRE FENCE
STEEL POST
WIRE FENCE
FILTER FABRIC
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BACKFILL TRENCH��//t,Y��„/`/ ,�� ,- ,•
AND COMPACT
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WIRE FENCE IV
NATURALNim 8 PLASTIC OR ° °° °o ° ROUND
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NATURAL 24" o °° o° DITCH IS DITCH IS
°'0 , 0. 'WATERS OF THE VEGETATED FILTER STRIP A -A "WATERS OF THE
"DOWN 4'
! U.S. SCALE: NOT TO SCALE LIMITS OF LAND DISTURBANCE U.S. "
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EX. DI
INSTALLATION NOTES: EL .46 , THE US ITCHES. TYP. �o A
1 II 7 p ' --- PLACE RIP RAP
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK II I / I r
WITH A LEVEL IF NECESSARY. Il `OVIER SPILLWAY IIII r
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS. 57.00 i 7.0 `� `FABRIC '�il�� �{ V/" �
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE TO III i I I / / /
THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE. III i R• 2 Itlrll cv.�
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. i it IRADE 5.80 �, • 7 I"Ili ! ! r/� r�!'S 5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRI� it 8.2 fll' I L-
ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST 1 INCH II L,y If�l ljJ�1�l
VERTICALLY APART. ALSO. EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO 1( 6.7 j fff t
PREVENT SAGGING. I , UNIFORM SLOPE '�, 'IC tl III IlIIJ l ! L./t
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. �� I I 0. 5 % 6.2 6.2 ++ ' ' 1 If i
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL. II I 8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION. �� I (` o z O5 7 5.2�u'�9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE II !
SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR. SKID STEER. OR ROLLER EXERTING AT LEAST 60 o m ~ 4. 4.2 Il` I,� f J
POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS. ` , I in 3� 2. 7 3' yytt)
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SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED
IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED
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EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE
TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY
DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER
THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
TEMPORARY SEEDING MIXTURE
(DECEMBER 1-APRIL__ A
RYE (GRAIN)---------------------- 120 Les/AC
KOBE LESPEDEZA ISCAR)FIED1---50 LBS/AC
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
TO EXTEND BEYOND JUNE)
1,6PR I L 15 -AUGUST 15_1
GERMAN MILLET--------------- 40 LBS/AC
(AUGUST 15- QECEMBER 30)
RYE (GRAIN) ---------------------- 25 LBS/AC
(IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND ,TUNE 15.
OVERSEED WITH 50LB/AC KOBE.)
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TALL FESCUE---------------------- 60 LBS/AC PROPOSED LAND D I STURANCE LIMITS
PENSACOLA BAHIAGRASS------------- 50 LBS/AC FOR SEWER FORCE MAIN 20' WIDTH
SERICEA LESPEDEZA---------------- 30 LBS/AC MAXIMUM
KOBE LESPEDEZA------------------- 10 LBS/AC
1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
TO 30 LBS/AC
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND
INCREASE KOBE TO 40 LBS/AC.
4. BETWEEN APRIL 15 AND AUGUST 15, ADD 10 LB/AC GERMAN MILLET
OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD
25 LB/AC RYE (GRAIN).
PERMANENT SEEDING MIXTURE (SWALES & DITCHES)
COMMON BERMUDAGRASS--------------- 80 LBS/AC
MULCHING
STRAW(WHEAT, OATS. BARLEY.RYE)----- 1-2 TONS/AC (AFTER SEEDING)
(STRAW OUALITY SHALL BE DRY. UNCHOPPED & UNWEATHERED)
ASPHALT TACK -------------------- 200 GAL./TON OF MULCH
1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.OR
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF
SWALES & DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW
WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW
AS PREVIOUSLY INSTRUCTED.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR
WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED
FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
CONSTRUCTION SEQUENCE
I. CLEAR AND GRUB TRACT AS NECESSARY.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE d SILT FENCING AT SPECIFIED LOCATIONS.
3. COMPLETE CLEARING S, GRUBBING OPERATIONS.
4. EXCAVATE, ROUGH GRADE, AND TEMPORARILY SEED STORMWATER DETENTION BASIN.
5. PREPARE SUBSURFACE BUILDING FOUNDATION PER SOIL REPORT INVESTIGATION RECOMMENDATIONS
BY GEOTECHNOLOGIES. INC.
6. CONSTRUCT A DIKE AROUND THE PERIMETER OF THE SITE TO PREVENT SEDIMENT FROM LEAVING
THE SITE. TEMPORARILY SEED DIKE WITHIN 7 DAYS.
7. FILL AND ROUGH GRADE THE SITE.
S. INSTALL DROP INLETS AND STORM DRAIN PIPING INCLUDING SEDIMENTATION CONTROL MEASURES.
9. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN 14 DAYS OF LAND DISTURBANCE.
10. BEGIN PREPARATION OF BUILDING SITE.
11. INSTALL UTILITIES.
12. FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE BASE COURSE.
13. CONSTRUCT BUILDING.
14. PAVE DRIVE AND PARKING AREA.
15. PERFORM FINAL GRADING, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
16. ONCE THE SITE IS STABILIZED REMOVE ACCUMULATED SEDIMENT AND SKIMMER FROM S70RMWATER DETENTIDN
BASIN. INSTALL NEW 4" SCREW CAP DRILLED WITH 1.25„ ORIFICE TO THE ORIFICE OUTLET. PERFORM
FINAL GRADING OF BASIN.
17. INSTALL MET DETENTION BASIN VEGETATION AS SPECIFIED ON POND LANDSCAPING PLAN.
11B, REMOVE TEMPORARY EROSION CONTROL MEASURES.
SHEET #2 OF 7
PROJECT #: PM493-28-001
DESIGN FILE #: PM493-28-001/PM493-28-CONSTRUCTION.dgn
TRACT AREA= 1.81 ACRES
NC HWY 101
DRAINAGE AREA
SCALE 1 "=50'
STORMWATER DATA
TRACT AREA = 1.811 +/- AC (78.914.04 +/- SF1
DRAINAGE AREA = 41.500 SFCO.953 AC)
RECEIVING STREAM =• EASTMANS CREEK
STREAM CLASS = SA -HOW
STREAM INDEX - 21-24-1
PROPOSED IMPERVIOUS
BUILDING = 5.000 SF
PARKING = 16.812 SF
SIDEWALK 740 SF
FUTURE
PARKING- 2,748 SF
BUILDING= 3•T50 SF
FUTURE TOTAL--6.498 SF
TOTAL-29.050 SF
PROPOSED % IMPERVIOUS = TO%
ti;.# •7 ♦tea•' 1 .# . / �a;i [�' �f i'., p.
•� r_f.•• L!i •� �•�a�.+'fly a•,�
0.
l • ♦ OR,r�l� 'tAS? WASH STONE
` : • � �:=,�+j� •wry- ll<i • `----' Fl �.PAL
,., •..� ��� . � •� ,,, , `� J� .r •
• �•/•��rSOir�ili�Jim
�•.�•� '.Puy '.�•• • s
• �•+I • � �«Jeri � �• i • � A r F
• i±wi,•��•Y • R �•*i •��sa •
a - - • ��� l � lF•1.�2 ai!>+�:I►'.=�'.� �.:,�a_. of e, JIL_ . _ • ■, }' .�-i� •
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>_��i, i r ii �• C' •1ii mil!' i,
i I•••' P., ? 06,111. 4rrl• �'1�r rtr W 1. w f. mil• Ay i�• �.•�Ir� a • •. ftv. • • •
.I.
• 1 1 ! 1 I, 1 , I i• (l,• * 1 8
•
MAINTENANCE PLAN
1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS
REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND
FUNCTIONS INDICATED ON THE PLAN.
2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE
REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER.
3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED
AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO
ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER.
NOTES 20 10 0 20 40
1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY:
TOWN OF BEAUFORT
215 POLLOCK STREET SCALE, 1 2O'
BEAUFORT. NC 28516 •
[phone]
2. BORROW ACTIVITY TO BE OBTAINED FROM A PERMITTED MINE.
LEGEND
AC -
ACRE
FIE - FINISHED ELEVATION
NTS -
NOT TO SCALE
BLDG -
BUILDING
FF - FINISHED FLOOR
O.C. -
ON CENTER
BRG -
BEARING
FT - FEET
R -
RADIUS
CIF -
CUBIC FEET
GV - GATE VALVE
RCP -
REINFORCED CONCRETE PIPE
CL -
CENTERLINE
INV - INVERT
R/W -
RIGHT -Cif -WAY
DR -
DRIVE
JB - JUNCTION SOX
SH -
SHEET
DI -
DROP INLET
LF - LINEAR FEET
SIR -
SET IRON ROD
DIP -
DUCTILE IRON PIPE
MAX - MAXIMUM
STA -
STATION
EL -
ELEVATION
MBL - MINIMUM BUILDING LINE
TC -
TOP OF CURB
EIR -
EX. IRON ROD
YH - MANHOLE
TSW -
TOP OF SIDEWALK
EDP -
EDGE OF PAVEMENT
RAIN - MINIMUM
TYP -
TYPICAL
EX -
EXISTING
N/F - NOW OR FORMERLY
- X---
SILT FENCE
HANDICAP
SPACE
®
STORMWATER/DRAINAGE
EASEMENT
CONCRETE
ROCK DOUGHNUT
LIMITS OF LAND
- - -
DISTURBANCE
RI
4"MINIWM
THICKNESS
ROCK DOUGHNUT I*-typ�-•I
TEMPORARY 11
PROTECTION,. TYP
nn . . a1 a nr- a nr a - 1 s 500 SF
DROP INLETINEENAH TYPE R-1678
(HEAVY DUTY) FRAME AND CRATE
JUNCTION BOX: NEENAH TYPE R-1879
(LIGHT_DUTY)_FRAME AND SOLID LID,
I AME TE ;
VARIES
MIN 6'STOME
DROP INLET
JUNCTION Box
SCALEI NOT TO SCALE
NOTES)
1.JUNCTION BOXES 1 d 2 AND PROVIDE SOLID VANHDLE
RING AND COVER
2.JUNCTION BOX 3 PER SIZE PER MANUFACTURERS
RECOMWNDATIONS FOR DUAL PIPES.
MCDOT s5 OR
AiST WASH STONE
112"MIN THICK)
INSTALL REGULAR FLOW SILT SACK
SEDIMENT TRAP AS MANUFACTURED
BY ACF ENVIRONMENTAL (OR APPROVED EOUALI
SACK TO BE MAINTAINED AND REMAIN
1M PLACE UNTIL ►SF+HALT PAYEI�NT
IS COMPLETED.
ROCK DOUGHNUT TEMPORARY
INLET PROTECTION
SCALE+ NOT TD SCALE
INSTALL EXCELSIOR
EROSION CONTROL BLANKET
ON TOP AND MON-FILLED SIDE SEED PER SEEDING
SILT FENCE. SEE OF DIKE EL VARIES SCHEDULE. THIS SHEET
THIS SHEET VAR
jtS MAM TEMPORARY PPROX. 3.... T irf 1 iLi, ,r+ITERIA4-
EX.EL.VARIES OiKE .D'TO 2.5' k - (�FNSTAl1: Flit.#M 1;if
-7
NOTE: ONCE AREA FILLED IS STABILIZED. TOP OF DIKE 70
BE GRADED TO FINISHED GRACES SHOWN ON PLANS WHERE NECESSARY
! ! f C. '01
REVISIONS:
TEMPORARY DIKE SECTION B-B Ha jwDvE XSCR,Pr,DN
SCALE: NOT TO SCALE 1 ROC �O/tK LO CHGS
2 ROC 110,116/121 RAISE POND 0.2'
LAND D
�yr.1li+Iftii�
I STURBANt"E =fe`�"�''••.
LIMITS
W- g
ONS I TE
1 .76 ACRES.
' �=
OFF I TE
0.51 ACRES'.
TOTAL
2.27 ACRES
r
GRADING. EROSION/SEDIMENTATION CONTROL S STORMWATER PLAN
BEAUFORT FIRE
DEPARTMENT SUBSTATION
BEAUFORT. CARTERET COUNTY, NORTH CAROLINA
CLIENT:TOWN OF BEAUFORT DESIGNED:
C/O CHARLIE BURGESS GYT
ADDRESS: P.O. BOX 390 DRAWN:
BEAUFORT. NC 28516 RDC/GYT
PHONE: [phone] CHECKED:
RDC
/ STROUD ENGINEERING, P.A. APPROVED:
151A HIGHWAY 24T/ GYT
MOREHEAD CITY, N.C. 28557 DATE:
( 47-7479 CENSE NO. C-0647 9/27/12
ij
ADD SCALE: -'
ONALD D. CUL IPHER, EP.. 1 "= 20'
'.'} � � ,+ r ! l I' I''•� = t 1 i r i I I I` I� �( •. � +' t ll � �f i I rt ss i +r �) ,• ,I
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i 1953 COMPANY LLC. +� N/F
SURVEYNOTES: N/F 08. 1052 PG. 259 �, + 1953 COMPANY LLC.
1953 COMPANY LLC. N.C.PiWA39902656228 Ow ry * D8.1052 PG-259
l �
DO. 1052 PG.259 ITCH IS ��•�'� C' ,a N• C. P IN0639902656228
_ 1. PROPERTY IS IN A FLOOD ZONE SHADFD X, C.ARTF RT COUNT R N.C•P1t,lsr639902656228 QITCH A5 Y WARS OF THE �¢•� ITCH IS
�\ COMMUNITY NUMBER 37C(is3 PER F.I.R.M NUMBER 3720b388DO) WATtRS OF THE U.S. � O WATERS OF THE
I \ WITH :AN El'FLCT1VE: i7A'!'E OF JULY 16,2003. U.S- � �' y U.S. "
2. THE PURPOSE {7F THIS MAP 15 TO SHOW TOPOfiRAPFiIC FFATUk1:5 v -� �s'' -- ,�`,, a '-
AND BOUNDARY INFORMA 'ION FOR LOT I ONLY. RIGHT OF WAY OF I A . - - - - - - - - - - - - - - - ` �• °
/ 4 VC I'll AND STf:f:i-TANK R()Ah ARE APPRCXiMATF. EE i 1 N34. 01 1 1 w 295.42 I FP �'119 ti E IP
' 3. UNDFRGROUND UTILITIES LOCATIONS ARF. APPROXIMATE. " �!� UPLANDS i UPLANDS f � � UPLANDS AN
SDITCH IS T SITE \ ; .iV1 RTIC AL DA"LllC4 USED N.4Vn RR FROM N GS A10N( MEV"I HATERS E
U.S." I vx, D I I S /f/1 I,, ' r WOODSL I NE
\� "SPAkKERS" IS A CONCRETE MONUMEN] WITH A TRIANGULATION STA',10N �° 1�
t STAMPED "SPARKF.RS 1992" W1T'H A AN FLEVAi'lON OF S,?5', "WAS OF THE ! 1r I �1
;1 / '! MONUMENT DATA VALUES WERE PROVIDED BY THE NATIONAL Ada U.S.
j ( GE010TIC SURVEY. RL'TRIF%!AL DATE OF DULY 9, 2012.
! 5. IIORIZONTALCOORDINATFS BASF:.D ON ASSUMED COORDINATES RFFF:RFNvF
9EARJNG USED FOR SURVEY AS NOTED ON FACE, OF PLAT.
I T ; ,�q,✓r
PROPERTY ZONING !S R-ISM. SEE COUNTY PLANNING DF;PAR , Mf:NT FOR WOODSLINE TRACT IS VACANT AND WOODED
i
CUP PENT SETBACKS, ZONING AND OTIiFR F71:V1 LOPMFNT RESTRICTIONS. R�IC,
1 1 \ 7 TFIUSACOF CHRIM WICKER RF',VIHW OF 09-06-2012, AND THAT NO JURISDITIONAL WETLANDS WFRF FOUND,
ONLY WATERS OF'I'}IE u.S. AS INDICATED ON THE: MAP. I Q I TCH I S
I APIRA LNACIF�r WA%RS OF THE
8. C�ONT'OUR INTERVALS 51IC)JvriF AItF 0 s' 4 I t �81G I ri N 0I-fCH ASTT1 I UNE; 1
�fATFRS OF --_--.al
THE U.S. " 20.00 1 I
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c w I 4 UPLANDS N/F UPLANDS i 6 f
TOWN OF BEAUFORT 1 A N� N/F
i' / LOT 1 I N a+ 1953 COMPANY LLC
N/F 1 I 08. 1354 PG.53 1 LOT 2
STATE OF NORTH CAROL INA 1 MB.31 PG.875 , N u+ p8.1052 PG. 259
08.189 PG.191 I N•C-PIN0639907.658622 ' �' u NS-31 PG.875
t NxC.PIN0639902750229 ORi1NN pA E 1 AREA= 1.811+/- ACRES I � ri N.C.PINU639902656872
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L6G6ND= �. w �.. wSONRr �v is B-� - �. ?'? . _ _ - - �v MENT -
404 WETLANDS �-� E WALL c=+----8'H20 --. -- --
ECM EXISTING CONCRETE MONUMENT CERTIF ICAT ION ~ ��`e' LINE
--- - - -
EIP EXISTING IRON PIPE "Th i a Cer t i f i ee that #h i 5 COPy of th i S p 1 Of -�. ~` -� I CL ROAD
EIR EXISTING IRON ROD ��-.-�.� --------------41----------------
EPK EXISTING PK NAIL Occurotely depicts the bOu dory 0f the jurisdiction GUY POLE -- _ -- _ _ _ _ _ _ _
1 MG TERRA OTTA " �- •
of Section 404 0# the Clean WOter Act as determined NV. � 0.8� -
/tlf OF WAY by the urWera i gneo on this s dote. Unless eas mere is o ---
RrsW-
PP POWER POLE charge i n the IOw Our DVDI ished regulations.
CERTIFICATE OF SURVEY -"
TEL TELEPHONE PEDESTAL this determination of Sect On 404 jurisdiction may
I PHILIP A. COLLIER. HEREBY CERTIFY THAT THIS OE OVERHEAD ELECTRIC be retied upon for a per m not to exceed five years N/F
MHW MEAN HIGH WATER from this dote. This determi not I on Was made ut;IIZInq
PROJECT WAS AN ACTUAL UNDER MY DIRECT AND RESPONSIBLE RRS RAILROAD SPIKE the oppropriote Regional Supplement to the 1987 Corps TOWN OF BEAUFORT
CHARGE FROM AN ACTUAL SURVEY MADE UNDER E ATTHE SUPERVISION;95Pof Engineers Wetlands Delinevtion Mlonvol." LOT 1
THAT THIS TOPOGRAPHIC SURVEY WAS PERFORMED AT THE 95 PERCENT N/F NOW OR FORMERLY 08.1354 PG.53
CONFIDENCE LEVEL TO t+EET FEDERAL GEOGRAPHIC DATA COMMITTEE M.B. MAP BOOK _ MB.31 PG.875
STANDARDS: THAT THE HORIZONTAL ACCURACY IS 0.02'. THAT THE D.B. DEED BOOK Requlotory_Official �f�
VERTICAL ACCURACY IS 0.04' AND THAT 714E ORIGINAL DATA WAS pO, PAGE ---_----.---------------------------- �[ 1-�[�I�IG���
OBTAINED ON JULY 9. 2012. THAT THE SURVEY WAS COMPLETED Title N.C`
ON JULY 19.20121 THAT THE CONTOURS SHOWN AS BROKEN LINES EL ELECTTER METER _ - - •,•,- _,__ •- - - - -, ,,,,_ - _ - - - - - WETLANDS SURVEY
MAY NOT MEET THE STATED STANDARDSI AND ALL OTHER COORDINATES ELEC. ELECTRIC PEDESTAL Dote LOT 1 TI-E 1953 COMPANY LLC- SL
ARE BASED SSUMIED CDORO INATESI AND ALL ELEVATIONS ARE BASED CO CLEAN OUT - - - r- - - - - - - - - --- --- ...-. - - --- -
AND
usACE Action ID WESTERN RIGHT OF WAY OF NC
ON NAVD 19 ERTIyTUM. EXIST EXISTING - - T- -- " - - ___.___-____- -
M1BL. MINIMUM BUILDING LINESMAG SET MAGNETIC NAIL
__-_-_- ___SIR SET IRON ROOSOUTH TQ STEEL TANK RO
FOW FIBER OPTIC WARNING POST BEAUFORT TWP. CARTERET COUNTY. NORTH
PROFESSIONAL L� 1VD OR L--4396 A �,��1 C+AAO(/� 55MF1 SANITARY SEWER MANHOLE
0 r�SSlp 9 CMG CURB ANO GUTTER CLIENT: WN OF BEAUMPT
= Q0�y� Svc SERVICE POLE C/O CHARL I E BURGESS
OBL DOUBLE DITCHES SHOWN FALL UNDER THE JURISDICTION OF
4 SEAL CMP CORRUGATED METAL PIPE THE UNITED STATES ARMY CORF OF ENGINEERS.
CERTIFICATE OF PURPOSE PLAT
-� �IvOa CORRUGATED CPP CORR�TPLASTIC PIPE
THAT THE SURVEY IS OF AN EXISTING BUILDING OR OTHER STRUCTURE. 9 g•1r'i •� FOW FIBER OPTIC WARNING MARKER ADORESS'P.O. BOX 390
OR NATURAL FEATURE. SUCH AS A WATERCOURSE. A yAST1R`I� �/4� ASP ASPHALT 1 ' / BEAUFORT.
N.C. 28516
c4 Q Q 0 408 PHONE : [phone]
�/-3 STROUD ENGINEERING, P.A.
__-______-__-__-_---- - �at- r' 151-A NC HIGHWAY 24
PROFESSIONAL SURVEYOR DATE HEAD CITY, NC 28557
5CAL E : = 401 [phone] LICENSE NO. C-0647
PROJECT No.PM493-28'-001
DESIGN FILE:PM493-28'-001 WETLANDS SURVEY 20.DGN
PHILIP A. COLLIER P.L.S.
T - 7 pF r r-,--.--r-� { ++ s '•is ei :} •r {T q',l Yi,�i� •:s+r >'• r Tr
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TOPOGRAPHIC SURVEY NOTES:
I. PROPERTY IS IN A FLOOD ZONE SHADED X. CARTERT COUNTY
CCMMUNITY NUMBER 370043 PER F.I.R.M NUMBER 3720638800J
N/F
1953 COMPANY LLC.
DB.1052 PG.259
N.C. PIN#639902656228
N/F
1953 COMPANY LLC.
DB.1052 PO.259
N.C.P[Nx639902656228
OA P
O ``
a1
N/F
1953 COMPANY LLC.
D8.1052 PG.259
N.C.PINN639902656228
WITH AN EFFECTIVE DATE DF JULY 16.2003.
/' ' ° 4.`=- _: �-5- r,. g. ,,�.. j 4 '1 9rww' i.715. ik5 1, - �';t tl s -__-- _.��w,Y-s I. s'•� .wr s.r *c-4. .5 .sue 6� i i-7i"cs-a`
1y 2, THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHIC FEATURES
AND BOUNDARY INFORMATION FOR LOT 1 ONLY. RIGHT OF WAY OF
-' NC. 1 01 AND STEEL TANK ROAD ARE APPROXIMATE. (� - �.. - .... re. - - Tl� �, Nj4.01 11 w 295.42 'S,_ !T'�; P � EiP3. UNDERGROUND UTILITIES LOCATIONS ARE APPROXIMATE.SITE 4."VERTICAL DATUM USED NAVD 88 FROM NCGS MONUMENT aA�' f�"" WOODSLINE
SPARKERS" IS A CONCRETE MONUMENT WITH A TRIANG,ULATION STATIONSTAMPED "SPARKERS 1992".WITH A AN ELEVATION OF 5.25'. f rMONUMENT DATA VALUES WERE PROVIDED BY THE NATIONALGEODETIC SURVEY. RETRIEVAL DATE OF JULY 9. 2072.5• HORIZONTAL COORDINATES BASED ON ASSUMEQ COORDINATES. REFERENCEBEARING USED FOR SURVEY AS NOTED ON FACE OF PLAT.►YOOt7SLINETRACT IS VACANT AND WOODED6. PROPERTY ZONING IS R-15M. SEE COUNTY PLANNING DEPARTMENT FORLCURRENT SETBACKS.ZONING ANO OTHER DEVELOPMENT RESTRICTIONS. /y I I -
Y
7. THIS MAP DOES NOT VERIFY THE EXISTENCE OF. NOR CERTIFY THE
LOCATION OF ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON
OR NEAR THE PROPERTY, I AN TILiTY ,
I � I 3 � DRAINAGE I 1
1 AS�MEN7 1 1 !
1_EN.._ EIi_D)I .
41 t' B. CONTOUR INTERVALS SHOWN ARE 0.5' . y
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SMITH AND SHORE 60' PUBLIC RIGHT OF WAY
OIL CO. INC.
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CERTIFICATE OF SURVEY
[ PHILIP A. COLLIER. HEREBY CERTIFY THAT THIS
PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE
CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION:
THAT THIS TOPOGRAPHIC SURVEY WAS PERFORMED AT THE 95 PERCENT
CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE
STANDARDS: THAT THE HORIZONTAL ACCURACY IS 0.02', THAT THE
VERTICAL ACCURACY IS 0,04' AND THAT THE ORIGINAL DATA WAS
OBTAINED ON JULY 9. 2012. THAT THE SURVEY WAS COMPLETED
ON JULY 19.2012: THAT THE CONTOURS SHOWN AS BROKEN LINES
MAY NOT MEET THE STATED STANDARDS; AND ALL OTHER COORDINATES
ARE BASED ON ASSUMED COORDINATES: AND ALL ELEVATIONS ARE BASED
ON NAVO 1 VERTICAL DATUM.
PROFESS I ONA;. LAND SURVEYOR L -4396 DATE
LEGEND:
ECM
EXISTING CONCRETE MONUMENT
EIP
EXISTING IRON PIPE
EIR
EXISTING ]RON ROD
EPK
EXISTING PK NAIL
R/W
RIGHT OF WAY
PP
POWER POLE
TEL
TELEPHONE PEDESTAL
OE
OVERHEAD ELECTRIC
MHN
MEAN HIGH WATER
FIRS
RAILROAD SPIKE
N/F
NOW OR FORMERLY
M.B.
MAP BOOK
0.8.
DEED BOOK
PG.
PAGE
WM
WATEF? METER
ELEC.
ELECTRIC PEDESTAL
CO
CLEAN OUT
EXIST
EXISTING
MBL
MINIMUM BUILDING LINE
SMAG
SET MAGNETIC NAIL
SIR
SET IRON ROD
FOW
FIBER OPTIC WARNING POST
SSMH
SANITARY SEWER MANHOLE
COG
CURB AND GUTTER
SVC
SERVICE. POLE
DOL
DOUBLE
CMP
CORRUGATED METAL PIPE
CPP
CORRUGATED PLASTIC PIPE
FOW
FIBER OPTIC WARNING MARKER
ASP
ASPHALT
CATV
I �
j�
r[
f
r�
1
T8" TERRACOTTA
NV.= 0.74
[ 1 GRAVEL
24'CPP OwY.
N/F
,TUNE TEICH BRYAN
DB.353 PG.465
N_C.PIP4#639902850909
-, INV. = 0.97
XOODSLINE
GUY POLE
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FVNlJT
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N/F
TOWN OF BEAUFORT
LOT 1
DB.1354 PG.53
MB.31 PG.875
PROJECT No.PM493-28'-001
DESIGN FIL£:RM493-28'001 EXCONDS 2D.DGN
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I, I I I I I I I I+ I l r l l I l h I l • l l l l l� �
MAIN BASIN ---
I J
II------------------IIIIII I
F illy------------ --------------- ----------JIIII'!l
I! I i LL-----------------_-------------------------J - I{ I Il -----------------------------------------------
-------------------------------------------------
I
FLOW-6r2%-----------------------------------
OVERFLOW --------------7.3---7---------------------------------------- PERMANENT POOL
a.7
TEMPORARY STORAGE POOL
( EL 7-3)
0
f
18"RCP FROM D13
POND DESIGN DATA
DRAINAGE AREA = 41,500 SF
IMPERVIOUS AREA = 29.050 SF
0.50 + + 2.
1--_-__--
I
I
i
i
1
B----------.------- - - - - --
-�
24g4x
T0 JUNCTION BOX I
i
I
I
- I
I
I
I
I
1
5 FT. SUPPORT L
3" X 3" X '14" L-- - - - - --
W/ "2" DIA. BOLTS a 12" D.C.
24LF 18" RCP a 0.4%
TO JUNCTION BOX
-- - - - - - - - - -- --- -INV EL-6.2 -
5.00
POND DESIGN SUMMARY
PERMANENT POOL ELEVATION = 6.2 FT
PERMANENT POOL SURFACE AREA REO'D = 3.362 SF
PERMANENT POOL SURFACE AREA = 5,904 SF
PERMANENT POOL VOLUME - 13.368 CF
STORAGE POOL ELEVATION m 7.3 FT
STORAGE POOL SURFACE AREA = 8.688 SF
REO`0 STORAGE VOLUME = 8.018 CF
PROPOSED STORAGE VOLUME = 8.463 CF
FOREBAY DEPTH = 4.0 FT
FOREBAY VOLUME a 2,565 CF
MAIN BASIN DEPTH 4.5 FT
MAIN BASIN VOLUME = 10.803 CF
AVERAGE DEPTH 3.2 FT (FROM FORM SW401-WET DETENTION BASIN)
(USED 3.0' FOR SA/DA CHART)
2.00
TRASH GRATE
REMOVABLE ALUM. GRATING
MCNICHOLS GAL-100A (OR EQUIV.)
1" HEIGHT W/ 1" X 1u8" BRG. BAR
STANDARD MESH 4" X 15416"
PLAN VIEW
0.50
5 FT. SUPPORT L
3" X 3" X ',q'
W/ 1/2r DIA. BOLTS @ 12" D.C.
tB
4"PVC W/ 1.25"
DRILLED ORIFICE
�2' EXP. ANCHOR
EACH END OF SUPPORT L
5 FT. SUPPORT L
3" X 3" X l,q,
W/ ',2r DIA. BOLTS Ca 12" O.C-
TRASH GRATE
REMOVABLE ALUM. GRATING
TOP EL. 8.6 McNICHOLS GAL-100A (OR EOUIV.) EMERGENCY STORAGE 8.70
-- - - - ---1--FETCTITW"I--x-17"BRG":-B71R------------------------------------
STANDARD MESH 4" X 1�16---------------------------------------------
- - - - - - _ - - 4 "PVC SCREW
TYP�PLUC,__--------- MAX STAGE EL 7.50--F-F-- =- - - - - == -- --= -- YT---JQRARY Pba--L 7=3
4 "PVC_ STUBBED _ o_
- - iNTi� BOX O
W;
e - - - - - - - - - - - - - -
4.0' =------�-
5.0'
INSTALL SKIMMER (DETAIL THIS SHEET) AT
BEGINNING OF CONSTRUCTION. ONCE SITE
IS STABILIZED REMOVE SKIMMER 8 4"SCREW
ON CAP AND REPLACE WITH 4"SCREW ON CAP
DRILLED WITH 1.25" ORIFICE
SHEET #3 OF 7
PROJECT #: PM493-28--001
DESIGN FILE #: PM493-28-001/PM493-28 CONSTRUCTION_dgn
+ _ _
PERMANENT POOL EL 6.2
4"PVC TEE-----------------------------
--------
GRILL 1.25" ORIFICE
INV EL 5.0
SECTION B-B
8.5
8.0
7.0
6.0
5.0
----------------------------- 4.0
--------- - - - - -- 3.0
FLOAT
FLOAT
PVC VENT PIPE
SCH 40 PVC PIPE
(BARREL OR ARM)
--�f FLEXIBLE HOSE
LFHCTHe,
O,c �
R,y
ATTACH FLEXIBLE HOSE TO ORIFICE
TEE PER MANUFACTURERS
RECOMMENDATIONS
FAIRCLOTH SKIMMER
_107.60
�N33.47`44"W -
MAIN BASIN
107.60_
S33.47'44"E
_ 26.00
�N33.47`44''w
COI I�
iW
z0
FOREBAY .
O�
ft0
Ln
p
�I
I�
O
26.00-
S33.47744"E
MAIN BASIN AT PERMANENT POOL
LENGTH 0 12.57 LENGTH 0 = 12.57
RADIUS = 8.00 RADIUS 8.00
CHORD LENGTH = 11.31 CHORD LENGTH = 11.31
CHORD DIRECTION = S11.12'16"w CHORD DIRECTION = N78.47'44"W
m
FOREBAY
AT
PERMANENT
POOL
LENGTH 1
O
- 12.5T
LENGTH O
= 12.57
RADIUS
= 8.00
RADIUS
s 8.00
CHORD LENGTH
- 11.31
CHORD LENGTH
= 11.31
CHORD DIRECTION
= N11.12.16"E
CHORD DIRECTION
= S78.47'44"E
9 l-------r..:---._.-.,_-.------_�=:-----------------:=E���hLy�mRj&E1t�m--
e------------------------------------------------------------------LfAX-STAGETL-r-Scy
RnB�sil]R9G �P4LlEi10EBFa�11[ EL L. - _,... = __ - - = .= = = ..... -
7-------------------------------- �------------------------ - - - - -- PLANT-BEitM-PMSEf0I-N6-- -
P�SMIA�lENLPII� SCHEDULE BEET 7
6 - -- ------------------------------------------------ ---------- - -- - -- ----
5 -- - - -----------�----------------- _-------------- - - - - -- -------- - - - - -- ----
4 -- - ----- ----------------
MA1N BASIN -`-----___ - - -- - FOR�DAY-- -- ----
3 - - - - -- -------------------------------
-- ----- - - - - -- - - - - -- - - - - -- L725E071�NT TO BE
REMOVED FROM BASIN
---
E 1.2
1 --- - - - - -- __-_-_-=-----= --1213'1
------ --- ----- --
0 --- - - - - ---------------------------- ------------ -- - - -- -
6r 10' 8' 91.6' 8' 12' € 10.4r 12' 5' 6'
1 1 1 1 !
Iloilo o mmm m■
■ommmm
• 1
POND X-SECTION A -A
SCALE:
V: 1 "= 4'
H: 1"- 20
WATER ENTRY UNIT
WITH TRASH SCREEN
ORIFICE OPENING INSIDE
THE HORIZONTAL TUBE WITH
A CONSTANT HYDRAULIC HEAD
TOP VIEW
:DULE 40 PVC
rIrt (BARREL OR ARM)
FLEXIBLE HOSE
SCALE: NOT TO SCALE
J. W. FAIRCLOTH d SON INC.
www.FAIRCLOTHSKIMMER.COM
TELEPHONE: [phone]
FAX: [phone]
3 r` SKI MME R
1r5" OR
•
r,.lr% ►nrvAl
,N C.A110
=O AES Slpti ,L9
* SEAL
13343
v
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ECEIVEk
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REVISIONS:
_- �FF_ .. .. .. v 1r, <;; '-` F r_ '; l:ti:.J'r'.', r i`T�I 'i r f '�Ti,••� r't�iR�:i I ri i
t I�: �, ,<•rl �, y
1 j•.1 ,: F I - . i. , , f �'

VEGETATED SHELF = 2643 SF
(661 PLANTS)
r W i W r i i i i i r ry �• Wr w r r r W r r i w i W w�W w w w v iWi i r i i r r r w r r��
.4�••rl 1�r�'••./TY!"!�r' T a7 •r�!"'•I'•r•••�„ W'7�ti l�ri^r 7YI�l� tiY�•�r11-rsY �•r� r
./
FLOW rr�r;.
`w „�
OVERFLOW
v . v i i i r r i W ♦ �� �r
r r r a. r r r r 4.0
--_------- 11 55 -� ) I I I �ri f, i-z. �-1 i{ I Irrw♦
III - - ----------0.5 SE ENT STORAGE)------,
I
MA1_N_BASIN ____-__T_. _ !`! , ©RE A�YI
I L —
! I ---__——._._._ -—. -.` — —_
.-
—�-------—- --------- ----------------------—
_ - —�
„I I _ - ---
i �rri irw w� i
. . . . . . .wr'rw_'r
►���sY�w��, MVr�-���wt�w�•r•�r0:+►- f-t^w � �«���•r-1 +- ��_
i r i r r ♦ r r r r i r r r i r r w r i i • i r • r r
r w r w w r i i r r •. r . Cr r r r'• � w r
J CENTIPEDE SOD = 3.188 SF
'� 3I
GENERAL NOTES:
LEGEND
HERBACEOUS PLANTS
wiW•iW CENTIPEDE SOD
r r r
k
to
PERMANENT POOL
(6.0)
TEMPORARY STORAGE POOL
(EL 7. 1 )
18"RCP FROM D13
MINIMUM PLANT MATERIAL QUANTITIES AND PLANT SIZES PER
200 SF OF SHELF AREA (MINIMUM OF 3 SPECIES):
1. 50 HERBACEOUS PLANTS AT LEAST 4 CUBIC -INCH CONTAINER
= 661 HERBACEOUS PLANTS (AS SHOWN ON DETENTION POND LANDSCAPE PLAN)
1. TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER AND SHALLOW LAND
ZONES PRIOR TO PLACEMENT OF PLANTS.
2. WET DETENTI ON BASI NS SHOULD I NCORPORATE SEVERAL ( MI NI MUM OF THREE ( 3) DI VERSE
SPECIES OF SHALLOW WATER EMERGENT AND SHALLOW LAND HERBACEOUS VEGETATION ON THE
VEGETATED SHELF.
3. SPACING SHOULD BE APPROXIMATELY 24' - 36' CENTERS. YIELDING COVERAGE IN APPROXIMATELY
1-2 YEARS. RESPECTIVELY.
4. TURF GRASS SHOULD BE MAINTAINED ON THE TOPS OF BERMS AND ON THE EXTERIOR SLOPES OF
CONTAI NMENT BERMS.
SOIL SPECIFICATIONS
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
1. THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES. STUMPS, ROOTS, OR OTHER
SIMILAR MATERIAL GREATER THAN 2 INCHES.
2. SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND.
WITH NO MORE THAN 1 0% CLAY ( USDA SOIL TEXTURAL CLASSIFICATION) .
3. A MINI MUM ORGANIC CONTENT OF 107. BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY
SPECIES AND 5% FOR TURF AREAS.
4. THE PH SHOULD BE BETWEEN 5. 5 AND 7. 0. I F THE PH FALLS OUTSI OE OF THI S RANGE,
I T MAY BE MODI FI ED WI TH LI ME TO I NCREASE THE PH OR I RON SULFATE AND SULFUR TO
LOWER THE PH. THE LI ME OR I RON SULFATE MUST BE MI XED UNI FORMLY I INTO THE SOI L
PRIOR TO USE.
5. TOPSOIL STOCKPILE LOCATION (IF USING ON -SITE SOILS) OR SOURCE OF TOPSOIL IF
I IMPORTED TO THE SI TE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP
FACILITY.
PLANT[ NG SPEC] FI CATI ONS:
I . FOR EROSION CONTROL PLANTING AND BANK STABILIZATION (UPLAND AREA) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
2. UTILIZE A 90-DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
3. PLACE 3 OR 4 INCHES OF OUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REG[DNS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING SOIL
AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
4. THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSIDER
CONSTRUCTION SEQUENCING SO THAT
PLANTS CAN BE PLANTED AND THE POND CAN BE BROUGHT ONLINE WITHIN 14 DAYS.
SHEET #4 OF 7
PROJECT #: PM493-28-001
DESIGN FILE #: PM493-28-0011PM493-28_CONSTRUCTION.dgn
PLANTING SEASONS:
HERBACEOUS PLANTS (SHALLOW LANO).....00TOBER TO JUNE
HERBACEOUS PLANTS (SHALLOW WATER) .... APRIL TO JUNE (RECOMMENDED)
MID-SEPTEMBER TO MID-OCTOBER
GRASSES..............................YEAR ROUND
PLANTING OUT OF SEASON IS NOT RECOMMENDED. IF CONSTRUCTION SCHEDULE
AND PLANTING SCHEDULE DO NOT CCRRESPOND. STABILIZE BANKS (UPLAND AREA
AND SHALLOW LAND) WITH APPROPRIATE TEMPORARY COVER CROP AND EROSION
CONTROL MATTING L'NTI L APPROPRIATE PLANTING SEASON.
PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS (I. E. MASSES OF A SINGLE
SPECIE) WI THIN THEIR RESPECTIVE PLANTING AREA. OVERLAPPING OR WEAVING
OF THE PLANTING AREA EDGES IS RECOMMENDED.
ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WIL C
WITHIN 100 MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OETAI NED.
PLANTS OF OTHER GENETIC PROVENANCE MAY BE UTILIZED WITH THE APPROVAL OF
THE LOCAL REGULATORY AGENCY,
IRRIGATION MAY BE NECESSARY FOR SHALLOW LAND AND WATER ZONES IF PROLONGED
DROUGHT DRAWS WATER LEVELS 6' OR MORE BELOW NORMAL POOL DURING THE FIRST
SUMMER FOLLOWING PLANT INSTALLATION,
DO NOT PLANT CATTAILS. CATTAILS. ALTHOUGH A WETLAND PLANT, PROVIDE A HAVEN
FOR MOSQUITOES AND WILL TAKE OVER AND CROWD OUT OTHER VITAL VEGETATION.
NONE
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WETLAND PLANT RECOMMENDATIONS
SHALLOW WATER
BOTANICAL NAME COMMON NAME
HERBACEOUS PLANTS
ACORUS SUBCORDATUM
ALISMA SUBCORDATUM
HYDROLEA OUADRI VALVI S
IRIS VIRGINICA
JUNCUS EFFUSUS VAR. PYLAEI DR SOLUTUS
LUDWI GI A SPP.
PELTANDRA VIRGINICA
PONTEDERI A CORDATA
SAGI TTARI A LATI FOLI A
SAGI TTARI A LANCI FOLI A
SAURURUS CERNUUS
SCHOENOPLECTUS TABERNAEMONTANI
SCHOENOPLECTUS AMERICANUS
SCHOENOPLECTUS PUNGENS VAR. PUNGENS
SCIRPUS CYPERI NUS
ZI ZANI OPSI S MI LI ACEA
SWEETFLAG
WATER PLANTAIN
WATERPOD
BLUE FLAG IRIS
SOFT RUSH
PRIMROSE WILLOW
ARROW ARUM
PICKERELWEED
DUCK POTATO
BULLTONGUE
LIZARD'S TAIL
SOFT STEM BULRUSH
THREE -SQUARE BULRUSH
WOOLGRASS
GIANT CUTGRASS
SHALLOW LAND
BOTANICAL NAME
HERBACEOUS PLANTS
ASCLEPIAS INCARNATA
CAREX TENERA
CHELONE GLABRA
EUPATORIADELPHUS DUBIUS
EUPATORIADELPHUS FISTULOSUS
EUPATORIADELPHUS MACULATUS
HIBISCUS COCCINEUS
HIBISCUS LAEVI S
KOSTELETZKYA VI RGI NI CA
LOBELI A CARDI NALI S
LOBELIA ELONGATA
LOBELIA SI PHI LI TI CA
RHYNCHOSPORA COLORATA
SACCHARUM BALCWINII
COMMON NAME
SWAMP MILKWEED
QUILL SEDGE
WHITE TURILEHEAD
DWARF JOE PYE WEED
JOE PYE WEED
SPOTTED TPUMPETWEED
SCARLET ROSE MALLOW
HALBERDLEAF ROSEMALLOW
SEASHORE MALLOW
CARDINAL FLOWER
LONGLEAF LOBELIA
GREAT BLUE LOBELIA
STARRUSH WHITETOP
NARROW PLUMEGRASS
VEGETATION SCHEDULE
SO FT IN
PLANT
" PLANTS OF
WETLAND AREA
WETLAND
CATEGORY
CATEGORY IN
AREA
WETLAND AREA
WETLANDS PLANTS
2643
HERBACEOUS PLANTS
661
PLANT REOUI REMENTS:
1. SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE.
2. A MI NI MUM OF THREE ( 3) DIVERSE SPEC: ES OF SHALLOW WATER EMERGENT
AND SHALLOW LAND HERBACEOUS VEGETATION.
3. A MINIMUM TWD- YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS
FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD. ALL
PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
4. THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES,
FERTILIZERS. PESTICIDES. OR SOIL AMENDMENTS AT ANY TIME BEFORE,
DURING AND APTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING, PRUNING AND
I RRI GATI ON.
5. PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR
LOCAL SOURCE TO ENSURE SURVIVABILITY.
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SEAL
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REVISIONS:
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