20110777 Ver 1_Site Plan_20110818

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II v';. I I I I / LEGEND
II I II I I I - - - 2"OPGAS EXISTING GAS LINE
I I I I - - 6"0W EXISTING WATER UNE
II II EXISTING STORM SEWER LINE - - - 6"ASS EXISTING SANITARY SEWER LINE
II I I 6"~W PROPOSED WATER LINE
I I II PROPOSED STORM SEWER LINE / 6"ASS PR~OSED SANITARY SEWER LINE
U - (NOTE; NUMBER IN LINE DENOTES. PIPE SIZE IN INCHES) `~~p~pm„rrrr
- - -CATV EXISTING CABLE TELEVISION CABLE a,,o`~~'~~~~AR(7(~r0s~~~
i~i>>ii i ~ri4 \ - - - = T - - - - T - EXISTING TELEPHONE CABLE ; FESS
~`rrrirh~i hr~i ~i~~i ri ri : I ~I r, y rr r, rr rr r1 rr r OHE EXISTING OVERHEAD ELECTRIC ~Q '
rpri~~~4~rl, ~J~rl~4j ~~~~/]rr/rJl rJl rlrrrlrl~ Jl - - UGE EXISTING UNDERGROUND ELECTRIC Q S ' RWL REGULATED WETLANDS
~ \ N8 NEUSE BUFFER ~ ~
14 \ FLWAY FLOODWAY
15 TPB TAR PAMILCO BUFFER ~ ~
\ - - - - - - WSD - - - - WATERSHED /e ~ - - - - - 100-YEAR-FLOOD LINE °°°°ryr
EXISTING R/W r PROPOSED R/W
\ - - - - - - - - - - - - - - EXISTING EDGE OF PAVEMENT
1
16 - - EXISTING CL RAILROAD
13 -
EXISTING woods uNE PROFESSIONAL SEAS
/ ,
~ PROPOSED SILT FENCE
f7
12 SURVEY SYMBOLS
0 EXISTING IRON PIPE ~ EXISi1NG SPOT ELEVATION
0 NEW IRON PIPE + PROPOSEO SPOT ELEVATION
F nx~E Ql COMPUTED POINT 0 EXISTING AXLE
4
2 3 11 ' ® EXISTING CONCRETE MONUMENT O TREE
0 NEW CONCRETE MONUMENT f~ SHRUB
i ® EXISTING PK NAIL ~ EXISTING POWER POLE
L ~ NEW PK NAIL ~ PROPOSED POWER POLE
® U.S.G.S, MONUMENT ~ EXISTING CATV PEDESTAL E '~s O0 EXISTING TELEPHONE PEDESTAL
18 ` p BENCH MARK i
~ EXISTING RAILROAD f.~PiKE p EXISTING ELECTRICAL PEOESTAI
o o, ~ ~~;e ~apoo Q NEW RAILROAD SPIKE •
rte'
•i F STORM SEWER SYMOOLS SANITARY SEWER SYMBOLS ; ~
o Bo a~ . ~ ro ~ EXISTING CATCH BAS':V ~ -O- EXISTING MANHOLE "
~ i 9 >oor.> : o>~e ® PROPOSED CATCH BtIN PROPOSEO MANHOLE ,
~ i . ~>,a ® EXISTING STORM DRAIN MANHOLE Os EXISTING SEWER SERVCE
~ - - O PROPOSED STORM GRAIN MANHOLE ~ PROPOSED SEWER SERVICE
I ~ EXISTING ,FLARED ENC SECTION CO
!yu";9 t: EXISTING SEWER CLEAN-OIJT i ~ 7 g1 a PROPOSED FLARED ENn SECTION CO ~~'^'r'`1 ; ;a
~yx ® it ~ PROPOSED SEWER CLEAN-OUT , ~ a:
/ ~
r ~ ~ , ER~(..`3 ON CONTROL SYMBOLS
~
_ - r' PFOPOSEO TEMPORARY SEDIMENT TRAP E~ '
~ ~ •j1~
P''iOPOSED SEDIMENT BASIN 1 - ~r ~ ~ ! d r: ~
7 I I PROPOSED TEMPORARY ROCK CHECK DAM ~ r'?
6 I I f~ i 1:.. ~~r I''; ;l I-
5 II PROPOSED INLET PROTECTOR E`~ ~ ~j
it II I r s~
II II I:I ~m PROPOSED SILT FENCE i'' ij
II II i ~
I I I PROPOSED LEVEL SPREADER ! r ~ ~~}ij F~ t~~
II I l ~ ~ ~'~f~ ~ r%; ~Ii ~ 0~~~~ ~ a~
II II a PRC~OSED TOPSOIL STOCK PILE ~ ~ ~ ~T w. t ~
II !I I
it II PROPOSED TREE PROTECTION 2 ' ~ ® a ~ T 7 ~ f;S
I I I ~r,
II II ~ PROPOSED TEMP, STONE CONSTRUCTION ENTRANCE , 1~n ~ it
it II I ® PROPOSED ENERGY DISSIPATION PAD
II II
-I I II I PROPOSED TEMPORARY STRAW/NET LINER ~ (r, ~ 1 r;1 ~ i
II II N , . ~ _ry ~ PROPOSED ARC FlLTER E ~ I*' , } ~ ,
C
~ SCOPE OF WORK VICINITY MAP a ~ _ ~ _ i 'r, rf
~a ENGINEERS ® SURVEYORS ~ PLANNERS,
F T P TIN UDES THE CONSTRUCTION OF THE STF ,,THE WORK 0 HIS ROJEC CL THE STREETS, WATER SYSTEM, waTER sYMBO~s 2201 HASH STREET NW - WILSON, NC 27896
'i o ~ oP ; SANITARY SEWER SYSTEM, STORM WATER SYSTEM AND EROSION CONTROL ~ CONTROL, AS NECESSARY FOR TEL [phone] FAX [phone] EMAII;HSA2002®earthlink,net
DEVELOPMENT OF BAITS FARM TWO SUBDIVISION, ~,~7Ct- EXISTING FIRE HYD?.4NT E EXISTING PLUG
~ a o v~,
~ ~ ti ~ PROPOSED FlRE HYDRANT E PROPOSED PLUG PROJECT NUMBER OS-U3OOF _ ,..r . .
N ;°`.i -0Q- EXISTING VALVE ~ EXISTING WATER METER ~ ~ ~
, ~ ~ ~ PROPOSED VALVE Q PROPOSED WATER METER DATE ~ U I y 2 O 1 O
i .+T.~ EXISTING TEE ~'~Q-• EXISTING BLOW OFF
P~' ~G
P I''< '`3 I'j ~ PROPOSED TEE SURVEYED B Y TL K PROPOSED BLOW OFF
-f-+-f- EXISTING CROSS [Fr~ EXISTING BACK-FLOW PREVENTER
z' o ~'v I DESIGNED BY RLS
F PROPOSED CROSS [FP~ PROPOSED BACK-FLOW PREVENTER ~
SHEETS 1' . DRAFTED BY VLK
DMAN DR.
STE ' ~-i _ SHEET PP-1 of 1 PRELIMINARY FLAN
CHECKED BY RLS
SH T CP-1 of 2 ONSTRUCTION PLAN EE C
SHEET CP-2 of 2 CONSTRUCTION PLAN
-1 f 1 R I N NTROL PLAN SHEET EC o E OS 0 CO REVISION NOTES
~ - ~ _ _
~ SHEET PD 1 of 2 WQP CONSTRUCTION ~ aR ~ , ;I
~,o~ I~~~~ SHEET PD-2 of 2 WQP LANDSCAPING
~P ~ ~;l 2
E~ APR ~ 5 SHEET XS-1 of 2 STREET X-SECTIONS 3 k~,
a f
oR, ~ SHEET XS-2 of 2 STREET X-SECTIONS 4
~ z RPG 5
a G
Q ~ ;SHEET DT-1 of 5 CONSTRUCTION DETAILS 0 6
_ ~NFFT I1T-~ of 5 ('l1NSTRIIC'TI(1(~I ~FTAII
/
SHEET DT -3 of 5 CONSTRUCTION DETAILS
SHEET DT-4 of 5 CONSTRUCTION DETAILS 8
AL 9
SHEET DT-5 of 5 CONSTRUCTION DETAILS
jj,Wml 4-z 10
"m MR

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SITE DATA; 1 i m ~ITE DATA; P~; ~
TOTAL AREA; OTAL AREA; 5.305 ACRES ~
~ LOTS; I LOTS; 16 -DWELLINGS =h°~w
LOT 39 d ~ n BRANDON RUN 2 -OPEN SPACE COMMON AREA DATA: srT~^
` LOT #44 PB 26 PG 252 18 -TOTAL LOT # TOTAL AREA OREN AREA
BRANDON RUN ~ a ZONE; PB 26 PG 252 I I ~ Z~Z ~ R W ~ :ONE: RA-85 (APPLYING
1 ~ N. LOT ARE. I g ~ MI CLUSTER 25% REDUCTION} 1 29672 SF 29672 SF IIN. LOT AREA; 6,000 SF 18 50324 SF 50324 SF
l0T #45 I~ II ® M LOT #46 BRANDON RUN ' ~ aD B MIN• l0T WID IIN, LOT WIDTH; 55' ~
BRANDON RUN pB 26 PG 252 ~I I ~ o °Z° PIN; PB 26 PG 252 ~ U Q ~ 'IN; 3713-33-9848 TOTAL 79996 SF 79996 SF °,~~ay°`
N F II ( II z z ~ REFERENCES; / REFERENCES; DB 1987 P 868 (1.84 AC) (1.84 AC)
N~F DONNA T. HARRIS III II UR THOMAS HIGH ARTH DB 1853 PG 5$3 II II PB 33 P 187 b B
D8 1959 PG 618 PIN 3713-34-7270 ( I )WNER/DEVELOPER:
L07 #11 PIN 3713-37-7200 II I OWNER DEVEL SECTION ONE STONEYBROOK FARMS hill I
PB15PG103 / IvII (I I ~ I a „ - - DEANHARDT ~ N F ' D moll EN. yH IEANHARDT & DAViS INC Vicinity, Map
~ ~ to I I T6P 136J7~, RICKY J, VANHOUTE, JR. ~ a Mlr ~ 3201-A NASh 1201-A HASH STREET NW Not.. to Scale
~ ~ II I II lrw_IZe.&4: DB 2zoo Pc 754 ~ ~ r~P i4z~~2 , : WILSON, N.C. - - > ) ~I_,_129,ai` N88 531 E 181.42 . PIN 3713 34 51s4 N89'Ot 52 E 353.36 _ VLSON, N,C.
C 1+GO ~ , 7l' dINUNIM BUILDING SETBACKS W/25% REDUCTION:
~ - - .,QO - ~ ;~2 ~ss~ MINUNIM BUILI 293:36 j 1 v2' C REQUIRED REDUCED
qq,-~- / j i 1$9 1~ 5' RCP~i'1r i 5.%i~4'D~~ ~ n ~1 _ _ ~ FRONT 'RONT 35' 2T
~ I 8' MBL ~~~lCG%~~ t0" LEVEL o!~'o'~'~'~' la, ~ ~ SIDE j ~ i~~~ 4 ~ SPREADER TIDE 8' 6'
I ~ ~ u':umrrYEAS~~+T B,%~ ~ { REAR LOT 10 j ~ ~ TEAR 23' 18'
SECTION ONE STONEYBROOK FARMS I ~ ~ 14 ' ~ ~ v ~ i1 '~I N _ , LOT WIDTH PB 15 PG 103 V 1~ ~ ,r ~ ~ /i, .i p .OT WIDTH 70' 53' SITE NOTES:
I ~ 6 SF > ~ a t0 050 ~ ~ ~ ~ \ ~ ~ a '~1 N THIS PROPERTY IS NOT LOCATED IN A WATERSHED AREA.
N F ~ YCLASS' A'' STONE J / ~ g' MBL ~ \ 1. S ~ ~ ll tlt JOSEPH S. PROCTOR
DB 1428 PG 576 > ~ FESCUE S 7 I PIN 3713-34-5095 j ~ ~y~ 111 ~„tn COMPLI I CERTIFY THAT THE (PLAT/DEVELOPMENT PLAN] SHOWN HEREON THIS PROPERTY IS LOCATED WITHIN A FLOOD HAZARD AREA COMPLIES WITH THE NEUSE RIVER BASIN STORMWATER PROGRAM PER FEMA PANEL No. 3720371300) DATED NOVEMBER 3, 2004
8' MBl ~ V~ ~ ~ ~ ~1i , i`_` ~ I FOR NI FOR NITROGEN REMOVAL REGULATIONS FOR 111E CITY OF WILSON. AND THE 1% FLOOD ELEVATION - 137,5't.
29672 SF I ~ ` ~ IJTIUTY EASEMENT,' . J ~
~ (o.6a Ac.) j f3 " A m \ sz1 i ~ m m ~V I~ sFCTIO!a oNE + I I ~ \ . ~ \ ~ I~ {O T FARt ~ OPEN SPACE -NOT BUILDABLE , ~ '8D 6050 SF ~ I ~ ~ LOTS TO BE 'V hI ~ U~ BAT S ~ i _ _ _ THERE AREA NO WETLANDS LOCATED WITHIN AREAS TO BE DISTURBED.
~ a ~ ~ a' uei ` / FILLED TO ABOVE ~ Pe 35 . c 7 p Z ~ 6' MBL ~ c ~ ~ ~i ~ { PUBLIC SERVICES/STORMWAIER ~ DATE Y
~ ~ i / . o w I I- _ ~ 1/ FLOOD II ; I v; ~ ~ m ~ \ THERE IS RESERVED ALONG ALL STREET RIGHT-OF-WAYS AN
~ I w - \ .c ~hI II A ~ o ~ 6 MBL ~ `il ~ ~ LOT 9 6 MBL ~ # W ~ ~ ~ I I~ ADDITIONAL 10.0 FOOT GENERAL UTILITY AND. STORM DRAINAGE EASEMENT.
~ 1 ~ ~ I ~ ~ 1' 1 1( Ili BY OUF Y K FARMS ~ ~ + SECTION ONE STONE BR00 ,p i PB 15 pc1o3 o I + ~ ( ~ ~ j t% % ~ :n ~`V PRELIMI BY OUR SIGNATURE WE AUTHORIZE SUBMITTAL OF THE ABOVE AREA COMPUTED BY COORDINATE METHOD, PRELIMINARY PLAN PREPARED IN ACCORDANCE WITH THE
s i m ' j ~ ~ ~ 12 I$ o r / j SUBDIVI s Iasi ~ ' szlo sF I` 't1 !r1 SUBDIVISION REGULATIONS OF CITY OF WILSON.
6 I 1 ~ N F ~ 605o sF n ~ a31' 6-8 ~ ~ ' m m !~l( ` AREA COMPUTED TO RIGHT-OF-WAY.
W P. TEWART w ~ i s' MeL ~ ~ +z a ILLIAM S l L ~ - ~ r ~ ~ DB 1477 PG 698 ~ 18' M81~ ~ ~ ~ j M; ter ^ APP 1
PIN 3713-33-6855 W I ~ ~ r 60. R;/~y r' I I I ~ f l t' W 1 ~ LIC APPLICANT DATE ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE-NOTED.
I ~ ~ j 5' ~ ~ ~9. • r j ft ~ SECTIGJ OPoE ~ ; ~ ;r , f ! , CALL NC1CALL 9-800-632-4949 BEFORE DIGGING. TO LOCATE
~ ~ ~ ~ ~s~, ~ : , ~ ~ eaTTS FARM APPRO~ j 3 ~ / ~/4~ F r" n 2 ~ t ! ~ l „ ~ e as UNDER APPROVAL OF 1HIS PLAN ESTABLISHES A ZONING VESTED RIGHTS EXISTING UTILITIES, UNDER G.S. 160A-385.1. UNLESS TERMINATED AT AN EARLIER
I~: w 7733 SF a i / ® ,O ® ~ ~ DATE Z~ DATE ZONING vESTED RIGHT SHALL BE VALID UNTIL THE UTILITY LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE
7762 SF 6881 SF ~ ~ I ~ j 6050 SF ~ ~ f~ ~~'~~4)~ ONLY. AND ARE NOT RELIABLE FOR CONSTRUCTION PURPOSES.
q ~ S S ~ / 6' MBL ~ w to ~ ~ tij _ ~G 4 a ~ i ~ ~ ~ FOR ACTUAL FIELD LOCATIONS CALL USA 1-800=632-4949.
- P 1 t e' Mel ~ g / APPLICI APPLICANT DATE THERE ARE PROPOSED UTILITY STRUCTURES LOCATED IN THE SFHCA
1 ( ~ I ~ ~ ~ q1' ~ ~ Rio ~ I Eo ~ ~ ~ W I" .
LOT #7 / ~ c~ ~ c;' I~ ~ NO ADC SECTION ONE STONEYBROOK FARMS d ~ G m,; ~ ~ to / T THC NO ADDITIONS, DELETION, CHANGES OR MODIFICATIONS WERE MADE BUT THEY WILL NOT .HAVE A SIGNIFICANT IMPACT UPON THE LEVEL ' TO THIS PLAN OTHER THAN 1NOSE REQUESTED BY THE CITY OF OF THE 1 % FLOOD,
PB 15 PG 103 ~ ~ NF ~ E . / ~ . ~ ~ , . 49 SF I ~ ~ ~ r ` 0 ~ ,.;~eP3 -~ksa~a 1.1 AC. I / / ~ 6050 SF ~ ~ v t ~ I I ~ ~ r WILSON WILSON TECHNICAL REVIEW COMMITTEE.
OPE SPACE` ~ I I~ i ,T L ~ ~ ~;~y ~ II / ~ ~ e' MBl NOT BUILDA7dL ~ I ~ ~ i I , _3a:
_ J I ~ m m I t` i t~ .g II / 3 , ~ z~.yn I t 1 I`'~,
n ~ 1 a' Mel. j~ ~ : I~F~ I _ ' ~ ENGINE@ ENGINEER/SURVEYOR/ARCHITECT SIGNATURE & SEAL DATE ,
o P~ / ~ ~ ~f I{I , N _
('ia l }rs to D I ~ E ~ i i ~ i'- j
~ EX 2" PE GAS UNE / TOPi14b26 N 1 ,i F 1, ~ G :,~i~ !II i O ' G1 w 6050 5 ~ :i~ I I I 1 i { 1 "37.63 $ ~~"1" / ~ Vl ~ ~ I i . W ~ I~ ~ `II i ~ I ~ I ~ ' I i DESIGN DATA
A / I - , g 4 6' MBL I ~ ~ . ~ I~ I ~ ' ~ ~ I ~ I ~ d i ~ I~ t ~ ~ i I-~---- PRELIMINARY PEAK FLOW REDUCTION I PoNDEAIMINARY POND_ _ RESi~ENriA
i + ~ i I~ 1 ~q55 ~ \ s 1 ~ DRAINAGE AREA (ACRES) 3.07 i .~``.~.'~'~...~`°~..'~.~.-..~..,_.°`..~."°_'~°w°-._~..° MAXIMPERVIOUS AREA e 35%°
I ~ N I \ , . s1 ; ~ B' MBL ~ ~ ~ I ~2` -,1 , i { - , 0 i ~ ( _
„ \ I / i ~ - /ee / ~ r o, , ~ ~ ~ ,6~` PREDEVELOPED t POST DEVELOPED I _ SAIDA RATIO (FEET) ~ ~ 2 ~ 2 ~-_-----_-.___r
Ex MH ~ ~ ~f~ ~ / ~ ~ ~ ~ ~ RE MENTION Par1o . I I - RETURN EUI \ TOP 142.36 ~ ~ afW 2 is ~ ~ r, ~ ~ _ ~ j_...__...__. C~~ 1~ 4' CONC 510EWALK / I I ~ ~ I. , ~ ! RETURN EVENT T PEAK RUN-OFF^.~ PEAK RUN OFF _~REDUC110N SURFACE AREA REQUIRED (SF) I _ 2 942 a
INV 136.87 ~ ~ ~ 5' UTIt1TY MEN7 ~ 6039 SF~ ! ~ ,~.-?1 ~J SEI;iION ONE ii ( I EASE ~ h ~ , ,,~~11 i ' EARS ° (Y ~ (CFS) (CFS) I (/o~ SURFACE AREA PROPOSED (SF) 4,022
' 6v II B MBl` ~ ` , 6~ ~6 5~Trs FARM I I l_- _ 6 ~y ~ 1d1~ i Mgt. 1 P8 35 PG 58 I , I ~ F~..__~__~._ M--__._v_....._. ~ 6.13...___..,_1._._..__._.4.47_._.__.___1___ 27.0%_,_ I ° j *(From NCDWQ Stormwater BMP Chart), '
3 ~ z1 ~ 1 ~ 2 I 2 9.50_ 7.40 22.2/0 ~~-M-
L_____.~~__~ 21_.65__~_...~~.~.~....~w._19.26._ _x._.11.0%..--. ~ , I___~.._.__.____-_.__a~_.___-_______ 25 NIA NlA ~ NIA ~
\ ~ ng" RELOCATE EX PP 2, a ' ~ ~ & GUY
E(dS~K ~ Ap \ S c / 7072 SF / ~ 0
6~ 1~~ ~ t 10049 SF / S X MH. NEUSE RIVER BASIN SCHEDULE
g ; ~ / ~I ~ TOP. 136.47 ~ ~ r . •I INV 17~ 56
~L' 2709 SF 6 / j ! ~ , ! , I I I ACTUAL IMPERVfOUS CALCULATIONS and OFFSET PAY ENT
Z ~ 1 ~ 9~ 16 oR+ I II I BATTS FARM -SECTION THREE
p ' f ENCE ,g M~ ~ VE I N J ENCROACHING . fig0 ~ p O II I I
w ao p ~m ~ r-- 66 ~ I • s I II HerringSutton & Associates, P.A. Prepared by RON SUTTON
~ '~i~ ~ V ~ 3g I) II February 12, 2010
-1 ~ -136 ~ e II ra ~ y. ~ ~1 ~ I I
137-- 1Q (I ~ X136 r~ C I I I
hA , ~j II Q zo° .y62 II
' POPULAR j~` 5(~6 I I I _ ( Lot # EIS Z Lot# Acreage Act. Act. N03 Actual Undisturbe N03 Actual Managed N03 TOTALN03 Actual N03 TOTAL TOTAL Excess Ezce~ UNDISTRIBUTED
IN TREE II iy INV 133.25 I I Undisturbe Managed N03
~~,Q II ~ II Imperv. Imperv. Loading d Open d Open loading Open Loading Loading w/o Reduction Loading NOa N03 Actual Offset
LOT #7 II ~ SECTION TWO ~ ( I Space Open Space with
MERRIMONT I I (a ~ I I LOT #6 PB 12 PG 160 y Area Area (ac) (Ibs)(21.2) AREA Space (ac) (Ibs~0.6) AREA Space (ac) (Ibs)(1.2) BMP's (Ibs) BMP'S Factor BMP's Ibslaclyr Ibs~aclyr N03 Ibs Payment
SECTION TWO I I EXI CB MERRIMONT EX CB ~ ~ I TO 133.86 NSF TOP 13 .65 I ® I
PB 12 PG 160 INV ~ ~ IN1~ BRIAN W. WHALEY Lot 1 0.680 0.000 0.000 0.000 100.000 0.680 0.408 0.0~ 0.000 0.000 0.408 A 0.750 0.306 0.450 -3.150 -2.142 -$1,820.07
NSF DB 1708 PG 869. u RODNEY A. SKINNER PIN 3713-33-8502 I Lot 18 0.296 0.000 0.000 0.000 0.000 0.000 0.000 100.000 0.296 0.355 0.355 A 0.750. 0.266 0.899 -2.701 -0.799 -$680:40
DB N/R PG N/R EX 2" PE GAS LME lot 18 0.076 0.000 0.000 0.000 100.0 0.000 0.030 0.000 0.000 0.000 0.000 1.000 0.000 0,000 -3.600 -0.274 -$229.64 Lot 18 0.748 0.000 0.000 0.000 100.000 0.748 0.44y 0.000 0.000 0.000 0.449 1.000 0.449 0:600 -3.000 -2.244 -$1,905.12 "
PIN 3713-33-7428 _ ~ - Lots 2-6 @ 4 Lots 2-6 @ 4.25 Ibslaclyr 1.036 4.403 1.000 4.403 4.250 0.650 0.673 $569.84
_ Lots 7-14@ Lots 7-14@ 6.1 Ibslaclyr 1.135 6.924 A 0.750 5.193 4.575 0.975 1:107 $944.06
1 - - - Lots 15-17@ Lots 15-17@ 6.1 Ibslaclyr 0.473 2.702 1.OD0 2.702 5.712: 2.112 0.999 $850.50
RIW RIW RIW @ 141bslac/yr 0.226 3.164 1.OD0 3.164 14.000 10.400 2.350 $1,998.68 RIW @ 141bslac/yr 0.640 8.960 A 0.750 6.720 10.500 6.900 4.416 $3,759.21 ~i
CLUSTER REDUCTION TABLE r
LOT DATA TABLE SUBTOTAL RI SUBTOTAL RESIDENTIAL 5.310 27.365 23.203 4.370 0.770 4.086 4541.680
lOT LOT AREA lOT AREA LOT # STREET AOORESS LOT # AREA (SF REQ'D (SF) NEEOED (SF)
1 2701 BARKLEY ROAD, NW 2 7752 8000 248
2 2704 3 6881 800D 1119 3 2702 4 7733 8000 267 A TYPE TN REMOVAL RATE NOTES: WET DENTENTION POND 25%
4 2705 5 10294 8000 0 STORMWATER WETLANDS 40%
5 2703 BARKLEY ROAD, NW 6 10049 800D 0 e 6 2705 BUCKINGHAM ROAD, NW 7 7072 SODO 928 C SAND FILTER 35%
7 2707 8 6039 8000 1961 D BIORETEN110N 35%
8 2709 9 6050 8000 1950 E 9 2711 10 6050 8000 1950 F GRASS SWALE 20% VEGETATED FILTER STRIP W!
10 2713 11 6050 8000 1950 LEVEL SPREADER 20%
11 2715 12 6050 800D 1950 ~ 12 2717 13 6050 8000 1950 50' RESTORED REPARIAN
13 2719 14 6050 8000 1950 H WILEVELSPREADER 30% DRY DETENTION 10%
14 2718 15 7941 8000 59
15 2716 16 6210 8000 1790 16 2714 BUCKINGHAM ROAD, NW 17 6210 80D0 1790
50 0 50 100 150
TOTAL - - 19862 P;A05PROJ\8300\8300-LDDT~dwg~8300F-CONST-REL.,~.~ ~:~~.,...y 78/2019 4:12:59 PM ~„T
- y. ~ B Date , _ July 2010
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F N ~ ~ I E- tts Farm 9<~ kierring Sutton & Associates P.A.. REV POND, ETC 02-0310 TWH Scale Map NO, ,
SEA ' h. rrelimainary Plat REV LOTS 15.17 & ESMT, ETC 02.12.10 TWH l t~ = 50' 08'830OF
sneers ® Surveyors Planners c Eng tP4 Wilsong c TRC COMMENTS 02.17.10 TWH
REV SIDEWALK ON EAST SIDE OF ST 05.12 TWH Sheet NO. PP-1 of 1
• 2201 Nash Street NW, Wilson North Carolina 27896 252 291-8887 ffflllll 11 VLX

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c I ; a I \ ~ ` Ifll I I I ~ ~ ~ ~ I I ~ ~ ~ LOTS TO BE \ II ,I
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148 148 148
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144 144 144
148 148
i - - - 142 L 142 L ~ ~ ~ - - - 142
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140 140 - 140
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- _ -
.52 - 130 130 IMF - - - - - - - - - ' L 130 - - 1.~ - m~ DR 35
134 f8"- =f0 134 ~ 2,63 0,20 24"~ R P
128 128 128
132 132
a~ 126 126 - 126 a
t30 - - 130 _ ~ - ~~e
124 124 ~ ~ 124
- ,~w~ ~ o
128 ~ N 128 i p~j ~ M n m ~ 122 - a.
122 - •mn ro Nn!i-`~ - OM~M W N ~ 122 M
126 ~ 126 I.
oQOZ ~o$ N{~ DATUM ELEV m DATUM ELEV O I-_ NI-_ li ~ U Q1Q0~ XHp~ 1Fa-i0~ d pD»~ X1-Q~ la-~ ;EV v wVi ? ~z ~zzz~. wu~~? a3~
125.OD 120.00
01 N P d' N O d M N l0 O l0 ~ N u0 O OD N N M .
d' of M M M M M
0+00 ~ 0+50 1+00 1+50 0+( 0+00 0+50 1+00 i+50 2+00
40 0 40 80 120
P:~05PROJ\8300\8300:-LDDT\dwg~8300F'-CONST-RECORD DWG.dwg 7~11~201111r09~.26 AM EDT
Nfui qep v~ ~ ~ Date July 2010
Scale Map No,
erring zsut-ton & Associates, F.A.
a -1018 Eng i Uonstruction Plan 1" = 40` H 09-830OF
eers Surveyors Planners cit Fc o• •o:
of W • ilsonece i ) 2201 Nash Street NW Wilson North Carolina 27896 252 291-8887 Sheet No. CP-2 of 2
~''aa nniau vex

SWALE TABLE i ~
Quo N "B" M S DEPTH VEL.
CFS FT % F FT(SEC L~
I 7.8 0.035 3 3 4.5 0.43 4.25 6" SCH. 40 PVC FACE'OF POND SLOPE
1
No, 4 Rl No. 4 REBAR SCREW-TYPE PLUG 12" THK 3000 PSI CONCRETE
GRASS ~ A~ \ V' VA~~~ ~ - - 6" SCH. 40 PVC TEE 5'-0" LG, X 5'-0" WIDE 1/8" CORRIGATED ALUMINIZED
~ 1 ~/iAA/AA VAjAA/A \ (MIN t ~ A/ ~~\/~\/AA/~ FABRICATED TRASH RACK ~5'-0°
-T~' / \ \ 1 \//\//~/j //\//\//\V ~ \ A _ 1 - - ~i / //\/T//~ v ~ ,y,r.
- ~ STRAW W/:.NET /f\//\//\//\\ / f/~//\//\/\/ i ~ ~ 7 ~ ~ v viv/vr a ,rvrviv/vi , INV= 134.00 INLET 6" b.l. PIPE FROM POND ~ kv. 15" ~ DISCHARGE PIPE ~
~ A ~ ,TEMPORP,EiY {INERy~ VA//VA/A~VA/A%A`/VA/AAA\/AA/AA~ i
~ 6" PVC CAP WITH ~*:t' _ _ _ 1.25"~ ORIFICE
DRILLED IN CENTER
~ A\ ~ ~ \ ~'f
A\, ~ SEE TABLE BELOW FOR DIMENSIONS ' I
~ ~ i ~ NOT TO SCALE
_ _ - -
La 8 ~ - _ - ~ - F PLAN
~ y W 5 _ T=1.0 CLASS -A STONE INV=132:35 ~
- - _ 10 LEVEL SPREADER ,
WITH 20 SODDED AREA ~ AY ~
SEE DETAIL THIS SHEET 30" - 30" TOP RISER 134.91
LI N E \ ~ . , Fl.W DRAINAGE AREA; 3.07 AC.
V~ POND INVERT; 129.00
,ey ~ " RISER INVERT, 132.50 NORMAL POOL; 134.00
vVAy ~ Q ~ ZONE 1 ~ err PRIMARY SPILLWAY ELEV. 134.91 1/8" CORRIGATED ALUMINIZED TOP OF POND: 138.00
yv~ , ~ , \ .A v, ~ ~ , > \ l FABRICATED TRASH RACK RISER DIM.; 3.0' x 3.0'
~ \ ~ ~ INV=133..80: ~ , -r BARRELL DIA.: 15" ,
~ . ~ ~ ~ ~ , ~ 20 WIDE ;EMERGENCY ~ $ 3-c ~ e 3'-0" MIN. EW 8" INV. INTO POND: 134.00 SA REQ'D; 3343 SF
- - - SPILLWAY:. EL._ 136.40 ~ ~ ~ \ ...~,NEUSE SA AVAILABLE; 3776 SF
~ ONE 15"N RCP BARREL EMERG. SPILLWAY ELEV. 136.40 DRAWDOWN PIPE INV. 134,00
\ ~ _ -
d P~P~., _ _ _ _ - „ . gyp v` , 6 ~ , gE
q.5 DROP- INLET ~ ~ i ~ ~ 6 y '
W l 37 ~3 13 ...m r 3 6 5- ~ \ TOP-137.Q'0 & ~nqd _ SINE
\ > . ^99n9p ~ 009 H~A r~I . onoo 000 00 'a•. S~ I N V=.1 32.42.: ` ~ 1 'SY-'CLASS A .:STONE .0 990 000900 QO n""•°® g no oooooaooooo 0o d"'" o a
r' ~ ? l o 0009oo9onavo9 oe X , , 3 v ~ L~~ 0 6000000000000p0 99 .•J~ , ~ ~ VV q9 9p990990n 999999 ( ~.Q ~ .Q
10 9990999900 D900000 C 7 ~ 0 099OOno00o90099999 S 00 00000000000009000< , ~ I . 0 oo9onooooo9oooooac `-0 ~`-0 ~ ` . -a •o. -6.• o. ~p
J ~0 090000000°090°09 y y y 0 OOp OOp0900090000 0~ 0900000900090000 or / ~ .o..o: I I T
3 2.5 x2.5 x1 THK CONCRETE99990999999999999 99 ~ ~q Od00000000099009 q6' , " , „ 00000000000000009 0 6-6 x 5-5 ~ oaponooo9o9do 0 1 x 6'-6"
ANTI SEEPCOLLARS [phone] 00 :.,I CONC SLAB ' on 0090.. 000 OOQ 0 r 9oo'aoooooon',ooo ~ 00 00090 00 ~ C SLAB SECTI®N I
THK 999 00000 D000~ 3 4: x.4.,x1.. CONCRETE .0 0 0 0000 999999 0; 0000 00 999 9 G 0gg0 0000 O900p OC
b00 000 0000. n0 O9 :ANTI-SEEP COLLARS a ° 0 009.. ~ ' 1. OBTAIN COPY OF APPROVED SEDIMENTATION EROSION CONTROL PLAN AND CONTACT
09 999 009 999 0 ,909 0 Z ~ CC , 900 0000j000 00 ~ ~Ffla;~ . < '006 000 A9 ~ _ ~ MIKE HORAN AT [phone] TO SCHEDULE A SITE MEETING PRIOR TO INLTIATING
On ono 000 00 C J)( ,I ~ I ~ vo"o ooV o00 ~ ~x;' ~ ~ ~I u~ ~i fl 1;~ LAND DISTURBING ACTIVITY. '
~~-~j 0 066 000 000 9J 0 ~ OOO0p0 OOb ~ 0 900 000 n ~ 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE AS SHOWN.
.v `d0 000 000 / PROPOSED: J ~G9600 0 04000,. \ ~0~,0900 .900 100000 q, / NOT TO SCALE 5. CONSTRUCT WATER QUALITY POND,
999. 0 99999 90999 W~ODSLIN.E ~ 0 000 90000b00. 909c / / db~06060090G w'.` / ~ 6. INSTALL THE STORM DRAINAGE SYSTEM AS SHOWN AND INSTALL INLET PROTECTION
~ V / AROUND CATCH BASINS AND DROP INLETS AS THEY ARE BUILT, DURING THE
14 v ° ~ INSTALLATION OF THE STORMDRAINAGE PIPE, USE PLYWOOD AND STONE FILTER PIPE
~ ~ i AT THE END OF EACH DAY FOR ALL PIPES UNDER CONSTRUCTION, UPON
\ ~ ~ ~ ~ O 1,0 THK CLASS A STONE
T~tITY_ EASEMENT r ' - La=B SPILLWAY WIDTH INSTALLATION. OF FLARED-END SECTIONS INSTALL ENERGY DISSIPATION PADS, 20'-0" 3:1 SLOPE GRASS 7. UPON DISTURBING AN AREA; CONTRACTOR SHOULD GRADE. THE DISTURBED
'I ~ ~ r 10 ,
^ - ~ W=6 - - TOP EL. 138.00.. • \ , , BOTTOM ELEV. ~ ; ~ % ~L% ` AREA TO DRAIN IN APPROPRIATE CB OR DROP INTEL
-s ~ ° , ~ A~,y ire ; ~ ~,.r,,; 136.40 8. PLACE BLOCK AND GRAVEL INLET PROTECTION IN PARKING AREA AFTER CURB IS
CO ~ S D ~ v ,w,. - ~ ~ - _ _ _ _ ' _ - - - - 'FABRfC LINER LINER~~`'%` i , " /\\,\~~\v • POURED & GRATE IS SET.
;~~/v~~ / "~~°v~`\\%`~'~'~ ~//i'v~/i%~Y~%^, 9. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT
/ / J / l ` \ ' ~ CONSTRUCTION IN ACCORDANCE WITH .THE STANDARDS AND SPECIFICATIONS•
''\~\;~\\,,~~i:~~` 10. ALL DISTURBED AREAS TO BE SEEDED WITHIN 21 CALENDAR DAYS OF COMPLETION
~ _ ~ C~ ~ ~ OF LAND DISTURBING ACTIVITIES.
~ ' _ ` 1 11. USE SEEDING AND MULCHING FOR PERMANENT SEDIMENTATION AND EROSION
CONTROL MEASURES ON ALL DISTURBED AREAS THAT ARE PERVIOUS.
- , 13. REMOVE SEDIMENT ACCUMILATED DURING CONSTRUCTION FROM .WATER QUALITY
NOT TO SCALE POND AND LEVEL SPREADER AREAS.
1 _ \ ~ 14. AFTER SITE IS PERMANENTLY STABILIZED REMOVE ALL TEMPORARY MEASURES.
i;l
r ~ , ~ 4
i~~ ~ i~~~ y ,n~ rl i G
» r rr -1
SCALE, 1 =20 -0
TOP POND EL 138.00 6'-0" 2'-0" - VARIES 1/~
' \ i r i` ~ ~ A~7 ~ \ i f ~/.\f/ 3 t NORMAL POOL EL, 134,00 _ ~ fr/~~
, , „S TOP_.OF SEDIMENT 130,00...1. ; • ~ ' ,\\j//\j\~i\, "
<,r BOTTOM OF PONQ 12900 ,f / 6 ~ 45' 8EN0 " VA~VAAi/~AA'AA~Av 8 ' TOP CONCRETE LEVEL SPREADER = EL. 133,80
6° D.L OUTLET FESCUE SOD
i " PIPE FROM POND'\ \ 10 M 3"
INV. 1 - -
SCALE; 1 "=20' j\\%\\%\\%`\\ j\%/\\ j\\ j\\~\ j\ j\iEL 132.1 Qy\/ \ / //\\//\\i \\%i : ` ~ ,~J: ~y~\\\\ \
sWpt.E),//\//~//\// //\//\///Y/~//\//~//~ ~ ti \3000 PSI CONCRETE ~//\//~/j\•/%f/;//i'~i'`J/~ %~,/~\//\ff\\/~\\//\//~~/~//\\
\r~A/AA/A/AA/A\/AA/A~~\/~/AA/AA/AA/\A/a\iAAr~\rVA/~A/AAi~Ar,Aj /AA/AA/AA~VA/~\/AA/AA/AA/ ~ #57 STONE/\/AyVAjAAjAAj~jAyVAj\A~\j~;~itiv '
1,0' CLASS "A" STONE v/~VA~~AAi~%i~~` i~~~/i~%i~~~/VA//VAA/VA//VA//~ GRASS-LINED SWALE ~\j/VAj~VAA~VAA/VA%/VA%//VA%/VAS/~\/\ ~ ~ ~~~~/VA~~~~Vv,\~,,\~, \w~~VV~~AA/~\~/VA/~AA~~~/~A~~~~/~AV~~~~, /i / / W STRAW NET LINER / / / / / / / / / / 1 8'~'~ / ~ /l / /
TOP POND El, 136.00 MATH LINER t.0' SEDIMENT ~~//~//\//~i ~j/~i/\%/\%/\/j y~y/\//\//Y/\//\//\//\//\//\ » \f '~~~vvvv v/vv/vv~v/v/<v/vv/vyvv/vy/vv/vv/vv/vv/vv/</ /.,v,,vv vvvvvvvvvv .v.,yv.,
iii/i STORAGE ` ;t~'~~'i~r/~~< ~!~;!~\~!~~~.~`~,,3 1. - - - NORMAL POOL EL. 134.00 - - - ~-Ot i - - - - - , i \ ;\r ~ ,.r., `~vv~vv/!vv/wvw~~vv//vv/wwviivv!,w/wv;~yv;;w~~y~w~~w~~~~~~y;~wvv/~/vv~'?-
- / ,,y,~.~ _ TOP OF SEDIMENT 130,00 1 ~ //A, ~ / .liA,; _ _ , ~ f '
, $OTTf7M OF;POND 12900.; ~'h~ . ~,r\\,r .,,,r ~ y~~/ \ :
' ,7 ~ tl~~
?I ' ~ i a~
SCALE; 1"=20' NOT TO SCALE
20 0 20 40 60
P:~05PROJ\8300~83UQ-LL`uT\tlwg\8300F-CONST-RECORD DWG.dwg_~7~8~2011 4:12.~~ PM _ T
p,. pruearryrrr g~~ i d ~ B Date July 2010
CARn, . d - - - -
Ls Farm J s P..L -Herring tton AL
'Wetter QuaRty Scale : Map No. M noted 09-830OF
rs Planners z~ Engineers Surveyo Pond Construction
t Y of 7"filsont Sheet No. PD-i of 2
2201 Nash Street NW, Wilson North Carolina 27596 252 291-8557 F ~ 9P ~ U I 11 111111'1 vcx

I I
~4

v ;
\ -
\ ~
\ \ ~ \
20'
\ 2' g
~T~')
Y ~ ~ _ _
CONTOUR EL, 134,50 I _ i _ I ~ ~~1~'
N~ I I ( I I I I I I I
- - I I 1 I I I I I I I I
- 8M FI,W / - AY ` \ \ J FLU
\ RWAY
~ ~tw
ALINE . ~ NOTE' \ FH C S \ ~ ~ NORM NORMAL POOL EL. 134.00 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
- SHADED AREA TO BE- U' _ ~ ~ i i ~ ~ i i , ~ i
•"e••.\ LANDSC~,PED PER TYP ~ ~ `~~V'~A~: V ~~~A~ ~ \ 8N ~ BN \ Q d - I -
~ G . F IN TAI ~ SHEL PLANT G DE L , i i r i i i i i i i i
\ - ' ~ SEE-DETAIL THIS. SHEET ~ a •;a
\ ~ ~ ~ _ _ i r ~ i i i ~ i i i ~
~ V A ~ . \ ~ ~ ~ ; a coNT~ i i i i i i ~ i i i 3 CONTOUR EL. 133.50 ~ _ _ 1~,'~1. _ _ _ ~°'~t _ d';~_ _d`','~t _ d'; °t. _ A®H
SE ZONE. 2.
\
~ ~ ~
d ~s PIPE _ -
~ ~5 ~ ~ ~ ~
DG ~ E OOOOv~ 000 IN
\ 00000000 0000 NCA »•®•n®»• ` 00000000 DO SF l ~ d0 OOO O4000p400 0 00 (TYPICAL PER 20 LINEAR FEET OF POND SHELF)
\ \ \ 1 0 p000000 b00000 000 X 1`' 1 1 0 90tlq 000000 o040U Oo \ 1 ~G ~ 1 ~ ~8 Oo0 OO POC 04000000PG t SCALE: 1`,'=4._0„
OOg00000000000004, ~ 0 900000000004000000 / ` ~ 00 OOOOO OOOOOOODOOOOs \ 0 000000000000009000
>0 OOOOOOG000000000 0 0000000000 OOP DO 0~ / \ oo0o0D000OOOOaoo 4c JGOOaeooooopoo0boo 00
+0009o000000000COC 00' 00000000000000000 0 .0000 Ov.;. J 06000 POOOO000 0 -
~OOOO OOOOUO~ 70000 0000000000 00 / ' 0 0000 09000000,: 0000 00000000 - \ P000 0000000 000 0 00000000 60
\ ~0. 000 OD000 '00001 \ 00 0400 00 O,C~ 0 0 OOOO 000000 ^n 000 0 / 0'0 0000 000000+ r0 00
600 000 aooo \ - CO 0 0 00 000 JOs \ 0 0 000 C 000 000 000 0
000 0 / ~ \ 0 000 Oo0+~Q00 p 0 000 00 OOO ~ o 040 009 00 0
0CO 000000 ~ ~ oD 000 000 000 ba CONSTRUCTION NOTES
0 000 000 4000 0 U 000 00 000
~ u `00 0 000 090 0 ~ ~ 900 0 0000 PRQP'~SED tibaooo° o oooooc ~ 1 ~
700 U 000400 0400c i R WOODSLINE ~ ~ X000 0000000 r^ / I. CONTRACTOR TO FULLY FAM[ALARIZE HIMSELF WITH THE CONSTRUCTION PLANS AND REQUIREMENTS PRIOR TO COMMENCING CONSTRUCTION OF THE WATER QUALTTY POND
i ~ d A AND LEVEL SPREADER WITH VEGETATED FILTER STRIP.
~ - - v> 2. c• 1 \ ~ ~ 40~ ~ \ ~ SI 2. CONTRACTOR SHALL OBTAIN ALL PLANTS, SHURBS AND TREES FROM A NURSERY THAT SPECIALIZES IN WETLAND PLANTS AND THAT IS APPROVED BY THE NCODT.
~ \ % ~ 3. A 3. ANY PLANT SUBSTITUTION SHALL BE APPROVED IN ADVANCE BY THE PROJECT
T~LIT1~ EASEMENT ' ENGINEER IN WRITING. 4. ALL PLANTS, SHURBS AND TREES SHALL BE OF GOOD QUALITY AND HEALTHY.
- 4. A t 5. T] 5. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT THE EXISTING
WETLAND AREAS ADJACENT TO THE WATER QUALITY POND SITE AND SHALL MAINTAIN SAID PROTECTION THROUGHOUT THE LENGTH OF CONSTRUCTION.
, - , , , + 6. EXCAVATION SHALL NOT OCCUR DURING WET OR SATURATED CONDITIONS.
~ ~ ` 6 E' 4 ~ c~ 7, CONTRACTOR SHALL ALLOW FOR SOIL FLUFFING AND AHDERE TO FINAL DESIGN
- 4 CON~,SIDEWALK - ~ ~ G GRADES FOR THE SITE. 8. ALL SLOPE AND VEGETATED SHELF AREAS SHALL HAVE A MINIMUM OF 4 INCHES OF
~ ~ E] EITHER ON SITE OR IMPORTED GOOD TOPSOIL APPROVED BY THE PROJECT ENGINEER. .
\ / / ~ T] \ ~ ~ G: THE SO1L SHALL BE FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES IN DIAMETER.
9. CONTRACTOR SHALL TAKE SOIL SAMPLES ON THE NATURAL SOILS IN THE AREA AND
t H \ ~ l P1 HAVE TESTED DETERMINED THE RECOMMENDED SOIL AMENDMENTS FOR THE SITE PRIOR TO BEGINNING THE LANDSCAPING PROCESS. SOIL AMENDMENTS SHALL BE ADDED
---~Z='ffiSS-- t~oS~5-------t~^~~`,r~~-~--i~d . °436 _ = t2`b~5~ _ -12"m~S= - - - iz°'fiS~ _ ~ ~ A \ \ AS RECOMMENDED BY TESTING SUBJECT TO THE APPOVAL OF THE PROJECT ENGINEER.
THIS APPLIES TO ALL SLOPE AND VEGETATED SHELF AREAS. 10. THE pH OF THE SOIL SHOULD BE BETWEEN 4.5 AND 7.0IF THE pH FALLS OUTSIDE OF THIS
~ _ R _ _ 1 ~ RANGE IT MAY BE MODIFIED WITH LIMESTONE TO INCREASE pH OR IRON SULFATE AND
Sl SULFER TO LOWER pH. THE LIMESTONE ORION SULFATE MUST BE MIXED UNIFORMILY
ID - - ~ 11. Tl INTO THE SOIL PRIOR TO PLANTING. 11. THE CONTRACTOR SHALL PLACE 1 TO 2 INCHES OF GRADE "A" COMPOST MATERIAL IN
Tl THE VEGETATED SHELF AREA AND EITHER SCARIFY OR CORE AERATE INTO THE TOP 3 TO
4. B: 4INCHES OF TOPSOIL. IN ADDITION THE. REMAINING BERM OR DIKE SLOPE AREA SHALL BE TILLED AND AERATED TO PROVIDE PROPERLY PREPARED SEED AND PLANT BED.
12. St 12. SOIL ADNDMENTS SHOULD BE ADDED AT THE END OF THE SITE DEVELOPMENT
P] A PROCESS TO PREVENT SEDIMENT FROM ENTERING THE WATER QUALITY POND. PRIOT TO ADDING THE SOIL AMENDMENTS ALL EXCESS SEDIMENT THAT HAS ACCUMULATED IN
T] THE POND SHALL BE REMOVED BY THE CONTRACTOR
13. 0 13. ONCE THE SLOPE AREA HAS BEEN PREPARED THAT AREA SHALL BE SEEDED WITH
C~ 0 COMMON BERMUDA GRASS. COMMON BERMUDA GRASS SHALL BE APPLIED AT A RATE OF 60 LBS PER ACRE. PLANTING SHALL OCCUR BETWEEN JUNE 15 AND AUGUST 15. IF
T] THIS TIME TABLE CAN NOT BE ADHERED TO THEN A TEMPORARY SEEDING SHALL OCCUR
A 14. N AND BERMUDA GRASS PLANTED IN THE NEXT PLANTING SEASON. 14. NO TREES OR SHURBS SHALL BE PLANTED WITHIN 10 FEET OF AN INLET OR OUTLET PIPE.
I5. A I5. ALL PLANTS, SHURBS AND TREES SHALL BE PLANTED IN ACCORDANCE WITH THE
A 16. U ATTACHED PLANTING SCHEDULE. 16. UPON PLANTING ALL PLANTS SHALL BE WATERED BY THE CONTRACTOR FREQUENTLY
Ti TO PREVENT AGAINST THE SHOCK OF BEING TRANSPLANTED AND REDUCE PLANT LOSS..
IZ A Y 19. ALL WETAND PLANTS, SHURBS AND TREES SHOWN ON THIS PLAN ARE SUBJECT TO A 2 YEAR REPLACEMENT WARRANTY BY THE CONTRACTOR. AT THE END OF THE FIRST AND
S] SECOND YEARS OF WARRANTY THE CONTRACTOR SHALL CHECK ALL PLANTINGS AND
R REPLACE THE ONES THAT HAVE NOT SURVIVED.
20 0 20 40 60
P:Ap5PRCJ\83008300-1 DDT\dwg\&300F-COT,., -RECORD DWG.tlwg 7~8~2011 4:12:59 M E
T.; , _ ~--m ~ - --4
:'tl III/I~I~N~gII/~ v. B Date: July 2010
ESS~ Riatts Farm J_I.J~! • • Azi b 14a erring ~iuttou o c t e s, P A Water Quality - Scale : Map No,
SEAL 1" = 20' 08-8300F
e Engineers Surveyors Planners Landscape Plan Sheet No. PD-2 of 2
AY of 71u e '`t • • FNG
<'''•2201 Nas'' Street NW, Wilson, North Carolina 27896 252 291-8887 vcx