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LINE TABLE
LINE LENGTH BEARING UNE LENGTH BEARING LENGTH BEARING tir G ~t 5 P ~1~lr ~IGI, 's, ~
L1 131.23' N 86'28'42" E L38 32.40' N 34'02'32" E L74 45.34' S t9°30'44" W ~ 1 L2 7 ' N 26'47'24" W L39 99.75' N 44'55'10" E L75 41.49' S 07°17'41" W 22 0 - 8" SCH 40 PVC 9F ~ DOWNSPOUT a
13 58.92' N 2437'25" E L4Q 15.52' N 18'40'39° E L76 24.24' S 14°10'19" W COU~C110N SYSTEM S ' W ~ m
YE4PIM L4 94.33' N 52'51'16" E l41 24.29' N 41'Q2'28" E L77 41.22' S 39'35'23" W RIPER L5 27.93' N 15'59'13" W 142 52.41` N 62°07°4$" E L78 17.74' N 87'48'08" W o ~ ~ ~ • ~~bo ro1 w
L6 52.43' N 14`19'31" E L43 55.29' N 8535'10" E l79 3Q.55' N 39'47'23" W
L7 76.27 N 2705'28" E L44 43:90' S 8733'45" E l8Q 37.89' N 39'23'21" W ~1I ~ 1 ~ _ 454 e. ~ U
L8 103.66' S 62'01'34" E l45 46,34' N 89°28'15" E L81 46.31' N 52'40'25" W = R~~ ~ L9 69.90' S 0444'46" E L46 19.66' S 88'52'24" E L82 28.01' N 59'3740" W g 11QQ 0 ~ ~ 1~_trr ~ p M
0 ~ L10 34.13' S 11'54'02" W L47 17,5Q' S 29'00'32° W L83 29.25' N 76'48'16" W 517E y ~~Qt
L11 77.52' S Q9'O8'23" W 148 17.53' S 4736'20" W L84 31.81' N 84'59'00" W L12 36.51' S 11°53'12" E L49 19.88' S 28'30'11" W L85 30.47 N 76'29'29" W 0~ S DS 0 ` ti qy S O M
L13 10.43' S 63'5750" E L5Q 40.08' S 50'53'52' W L86 25.17 N 8539'16" W ~ 2 ~1k1r ~
ALBEMARLE SQUND L14 38.48' N 12'20'55" E l5t 39.62' S 48'52'18" W L87 73.97 N 75'42'54" W DS
L15 04'66'55" E l52 46.49' S 41'05'49" W L88 17.31' N 30'24'08" W 56.73' N L76 57.91' N 30'26'57" E l53 59.60' S 59°44'54° W L89 29.28' N 3819'12" E l.a DS ~ n o 0
L17 31.48' N 5535'01" E l54 118.96' S 30'28'32" W L9Q 58.45' N 00'09'18° W DS (3} 50 LF 18" CMP
L18 34.31' N 78'29'14" E L55 115.39' S 08'41'39" W L91 37.36' N Q738'05" W U - 0© L19 32.42' N 85'54 50 E L56 80.06' S 0649'30" E L92 18.14' N 42'39'36" W 0© .(Bp,G- ' "~I;~sy~ INV. IN = 3.20 ~y. 7.20 ~C Sti.,/ S'~~~~`T INV. OUT = 3.00 ee~~? i~~t i
Q•r ~y. 12Q 72.83' N 69'28'55" E L57 89.9$` S 0536'59" W L93 33.05' N 33'02'12" W m, OQ S
121 61.44' N 65"13'23" E L58 299.43' S 00'18'31" W L94 60.Q4 N 37'10'34" W v ' 00' SO , NtS 122 51.84' N 56'08'16" E L59 213.73' S 18'17'23" E L95 48.17' N 64'06'31" W p ~ ~ 5Q ~ F, ~ ETAININ6 WALL 54~ ALONG i~TLAND SO-C
Aq l23 43.01' N 28'45'21" E L60 i7Q.43' S 3033'28" E L96 29.50' S 88'19'35" Ol' ~ US UMITS ~ 5.75 ~ ~y~,e j,. DS ~ ~ ~ 's:
~ DS L24 30.98' N 06'08'32" E L61 133.35' S 61'18'59° E L97 38.48' N 70'0713" W ~
L25 41.73' N 09'38'03" W L62 78,14' S 7810'14" E L98 120.32' N 88'38'20" W ° L26 72.16' N 16'5739" W L63 48,41' S 81'34'25" E L99 244.12' S 75'45'11" W N 1'-=
L27 60.83' N 13'04'58" W L64 58.83' S 77'00'32" E L10© 27.31' N 14'31'43" E x,00 ~ 0 ~ 6,50 4:
L28 194.15' N 19'12'27" W L65 15.14' S 39 03'12" E L161 44.46' S 72'10'08" W p 7.20 ,~'h 6.00 ~~0 0 5 C t ~ ®`v;°
L29 21.44' N 05°44'56" W L66 5fi.07' S 5334 29° E L102 27.25' N 62'Q5'13" W a~~ L30 46.91' N 3549'43" E 167A 243.12' S 7722'32" E L103 34.6Q' N 0035'10" E _ 7.20 ~ 50 XSO-CL P 556' 555 6.30 r 'hrecea?`t?'?
L31 5$,42' N 40'40'14" E 1678 104.36` S 26'21'Q6" E L104 53.12' N 34'46'57" W b . 2 6.20 T 50-CCU S03 PC , .io 12
L32 58.46' N 48°42'33" E L68 3Q.4A' S 2234'26" W 1105 28.58' N 64'23'34" W DS , 5' V4DE WEIR
L33 98.88' N 5439'16" E L69 37.22' S 0315'42" W Li06 47.02' N 23'13'22" W ~ 5.14 l L34 19.25' N 62°26'34" E L74 78.43' S 17'47'38" E Lt07 32.54' N 78'34'49" W DS 6.70 551 5.70 SO C C ~ ~ ~ ~ - ` 552 SO-C PC ~ ~ ~ ~
L35 30.67' N 44'45'13" E L71 42.30' S 42"18'22" W L108 123.70' N 41'5Q'26" W 558 ~ ~ ~ ~ ~ 559 SO-CL PC - CL PC 13 ~ ~ ~ ~ ~
L36 31.50' N 62°0732" E L72 112.27 S 25°29'25" W L109 248.00' N 17°48'47" E L37 57.27 N 4749'51" E L73 46,81' S 42'21'59" W L116 518.23' N 89'59'26" W
6. C,.~ s.4o SO-CL PT 2 5.7 SO C ,AIL ~ ~ 0 0 a 6.~5~U - a„ r4 r' t. ~ ~ a~
WRVE TAHIE l 7.20 SO- 1~ cuRV~ LENC1w Rafllus ANCEN cwar2a e~iNC oaTa ALBEMARLE SO- 1 6.10 ~ qig 0
C1 51.57 60.{10 27.50 50.flfl N15'S2'17'W 49'14'55" 1• i
SQUND T ti s.65 X"14 ~~C ~ rf SO L PC 2~ q ~
WETLANDS ABLE , UNE LENGTH BEARING / ~ a ~ . j~' ~ M U a ~
3•: , 444-t 13.20' S 26°4724" E 6• :.515 a.-vY~~q
o~° 4Q4-2 20.2D' S 71'40'00" E ~5• P 4Q4-3 " E ~ DITCH INV. = 5,30 `S~ 76.35 ,3% S~0
21.76' N 76°00 00 4 404-4 44.56' S 14'SQ'23" E 50- C DETENTION POND B SO-CL PC o
444-5 48.10' N 15'51'55" E P PP ELEV. = 4FT - RETAINING WALL 4 a . ALONG WETLAND ~t i f r ~
444-6 74.30' N 79'25'57" W QO~~ off, ~ ~ SO- C UMITS ~ 5.75 o 516
E~' ~ 56~. LINE TABLE ~ Q ~ ' SO ,PC o v
UNf LENGTH BEARING QQ PC ON •(Q , PNsI~ GROWN
Wt 7.OQ' N 2500'00" W ~ pR~P4 W2 21.60' N 10'40'00" E N
~ S L PC W3 13.4Q' N 26°00'40" E
W4 39.23' S Q9'22'10" W 6 1: ! , 2. 5. 0
L8a ~ P S CL C 6. 0
Q
~ ti X 67 - tia4 S CL P 51 2~" t°D SO CL C 1
~ • ~5 ~ v RETAINING WALL
m~ p;5 PG, 4~~ X68 , 2 - 25 LF 8" CMP PROPOSED SWALE 3 ~ UMITS & QND INV. IN = 4.50 INV. = 5.75 .0 ~
gb S y~'C ~ v ENV. OUT = 4.40 59
~e . 5.70 SO-CL PT 40 LF 12" CMP 6.00 INV. = 4.0 Q,~
y~0,
8" SCH 40 PYC 6.5 ~ _ CL P'e D4VRiSPOUT 5 / 6.20
t9 C~LECTtON SYSTEM Q TYP .74 /'i ~ - x,594 0-CL PC SO CL C 6.00 ~a~0 ~ ~
„ t } 7 1 s. SO CL 6.00 SO-C TX ~ ~ ~ . - ~ ~ ~ PC SO- ~ 0.4% SLOPE
S -CL PC; `2 _ 1 DITCH I ~ ~ ~ Q . 5 SO 0 ~ 6.30 6.30 PROPOSED SWALE , , ~ C
• DITCH INY. = 4.75 , , COMMON AREA .~0- L PC ~
DS <9 L94 ~ . 7 L93 71 OQti INV. = 5.75 PROPOSED SWALE 522 ~O r', 1~v }
S -CL , ~C ~ INV. = 5.45 d- L P ~ .
l92 6. 0~ 0 Og°b 9~ 6¢ 6.60 SO P ~ P 16x24 24x40. l ` - ~ PROPOSED SWALE ROUSE POOL DIT 524 ~ ~ ~
sS.p , DS .74 Q~ q`' ~ROPO 0 6 ~"OQ~ g INV. = 5.75
0 57 ~ S PC ,1~1~ ~f 1~ so-cL p
_ ~ S ,-CL n..~ - 6.90 . . 88 ,ti. ....N:4 , , . 525 ~w
, S CL T i w, S4' SEP .s
7.70 ` TiC SETBACK,__.~_. . BEGIN SWAIE G ' DS 526 's ~ f' ;ti SO-CL N
7.40 ~o-I • , P~~ ' INV. = 6.90 so .~e ;r~
~ 6.6Q S CL PC . SEG..- I,EC ~ - ~ 7.50 .50 ~ v ! f__ 7.50
` } 86 Tao '
_ XS,, GL PC o
h 9 Q S7 6.90
~ X SO CL PC 583 585 ~ ~ SO-CL P S CL PC y~ ° - SEQ/ / yQ:
a 7.74 ~ 6:35 82 _ I6o ,~~RD~~ C3 ~ .
0 4 ~ DITCH INY. = 5. CL P DS
DITCH HP. = 5.75 S ~L PC ~ DS 575 j.7Q 6.8Q X . / DS Ate ~S~~G SIiO RUNE
• ~ ~.~P,~ ~ 5 - j
~G,..%' 6.65 . 5EQ • . ~gOQ
DITCH INY. = 6.5Q 6'2 y0, N~ j 2 ~ ~ (Sg
Ds 576 ~ / ~F i X61 AR~DS~ ~°REU>V~
.ao O-CL C DITCH INV. = 6.20 DS 6.40 ` 1 6.95 S L C ~ A54O
~,QO sao
i COPE ~ 7 / 6.5Q 7.55 0.3~ s ~'0-CL PC C ~~~[ury N Y(lk m Z
• S L PT Tao ~s \ 578 LEG D
6.96 X _ S 0~ GL S N Q N07ES: ~ ~
o c3` 0.90 ~ 6.50 SO ~ 1. PROPOSED GRAVEL ~ _ 1. TOTAL SI1E AREA AFTER RECLAIMATION: 947,290.66 SF. 29.74 AC. z o
DS I ~ q (TOTAL UPLAND AREA AFTER RECLAIMAl1DN: 474,038.99 SF. 10.88 AC) ~ o a AREA TO BE RECLAIMED 4 0 ~
2. 2. IMPERVIOUS AREA: o ~
' ~ Ti 7.10 ~ R TOWNHOME UNITS 44,550 SF. 9.40% I I I AREA OF WETLANDSTOBEFILLED ~ 4 ROADS, PARKING & DRIVEWAYS 96,561 SF. 20.37% w o °w
6ry P 00 v POOL & PO01 ROUSE 1,344 SF. 0.28% 404 & CAMA WETLANDS LINE
4 a~' Ti OPEN SPACE 331.584 SF. 69.957 o z TOTAL UPLAND AREA 474,039 SF. 100.00% ~ ~ ~ 0 - • • • - PROPOSED DITGH 1 SWALE o ~ } o
c RETAINING WALL ALONG 7.?4 3. TOTAL AREA OF WETLANDS TO BE F1U.ED: 20,692 SF, 0.475 AC. ~ ~ -
WETLAND L1MtTS ~ 6.00. ~ 3 ~ 7.?4 5 0 ~ p j] Q ~ BULKHEAD TO BE PERMITTED BY CAMA ~ q °w 4 t~
4 a 4. CUBIC YARDS OF 404 WETLANDS TO BE FlU~ED: t,919.08'YDS. w a ~ 0 4 ROCK BREAK WATER
ll 5 r 5. AREA OF STATE WATERS TO BE FLLED: 23,371.31 SF. 0.536 AC. w a ~
DS 6 00 SILT FENCE to 4 6. CUBIC YARDS OF CAMA SHDREUNE TO BE RECLAIMED ABOVE NORMAL WATER LEVEL: NONE AS REVISED o ~ ~
0 r~ 7. CUBIC YARDS OF CAMA SHORELINE TO BE RECLAIMED BELOW NORMAL WATER LEVEL: NONE AS REVISED UPLAND RETAINING WALL c ~ ~ ~
R D5 7 a v~O 8 ~ o ~ to 8. LENGTH OF WOODEN DR VINYL BULKHEAD: 1,645.52 LF ~ FLOW DiRECTTON Q N z Q
h a ~ ~
9 01 ;t DS 9. LENGTH OF ROCK BREAKWATER: 606.34 LF 7'00-~, PROPOSED GRADE j
1a o '0 ° 10. TOTAL DISTURBED AREA: 469,836.22 SF 14.78 AC. EXISTING CONTOURS ¢ ~ v c~4e
nai 1' tic1 11. SOIL TYPES: ROANOKE & CROWAN SILT LOAM
iV 1: CAMA WETLANDS 12. TOTAL NUMBER OF UNITS: 18 d~ o ~
~~~~r 404 WETLANDS ° r' o e 13. PERCENT OF IMPERVIOUS AREA WITHIN UPLAND PORTION OF 75' AEC; 31,657.10 SF = 18.00% M ei Q
v ® 1 (18.00% OF 4.04 TOTAL ACRES OF UPLAND AEC} AREA OF REGLAMATTON REV1SKNd ~ o M
m 1. 14. AREA OF CAMA WETLANDS TO BE FlU.ED: 435 SF 0.01 AC.
,~1~, Q = , CV M - at
15. AREA OF 404 WETLANDS TO BE FLLED: 20,692 SF 0.475 AC.
1• ~ 66 P PHOTOGRAPHSHOREUNE WAS TAKEN FROM SURVEY BY RYMAN AND ROBEY 08-22-2003 CHECKED WITH AREAL GRAP~IIC SCALE
v
G 1. N 4~`' 17. EXISTING CONTOURS WERE TAKEN FROM UDAR ELEVATIONS N.A.V.D 1988. 30 0 25 3o so
c r, 1R 4f3d WFTI ANf3 t iNF (•"t?(tAA A NlFTI ANDC DFt INEATIDN MAP PRFPARFD RY HYMAN AND ROBEY DATED
o 0 02-19-2004. F-707=711 177-71NNIMERIMM
A QI a (INFEET )
1 inch = 30 &
a~ m
E a ~9:~P~
~ - ~1~(f

~a cp
= L cow ~ r~~a~
n~
( i 517 ~l~~r i PT = SP y ~N - _ YEOPIM R{VER ~~bp o N
1. Uw ~ ~ ' U
,I N i 5: 0 N ~ ? 6.0 yr "•-'r`. .twin w.
r Q ~ ' ~ ~ m a
' 4, MP TO BE PERMITTED BY CAMA 4 SITE ~ o , o
~1 2 ~ BOAT CL ~ ~ RETAINING WALL _
SO ? ALONG WETLAND 9 2. h UMiTS ~ 6.50 ~ DITCH INV. = 5.40. ~ $ L ~ ~ U a~ ~ s~d~ ALBEMARLE SOUND
, ~ - - 4. .50
. ~ . ' .65 _ re$` p ~ o e
40 LF €2" CMP ~s. . 6.40 DITCH INV. = 5.25 l~ -CL PT , = 4.o a
.74 SO LNV 51 6.20 ~L P - , i ~
/ ~p ~ 5.50 - ~ ~ , ~f Ate
6.00 ~LO w4 L ~C ~ ~<< t SO-C TX ~ , o ~ ,f~6 ~ ~ ~ytll lr rl ~ ~,~]S ~C s . ~~i
6.00 ~ = 5.25 ~ \ ~S:
0.4% SLOPES _ _ _ 1 2 DITCH lN_,_, y~ ~1`Er 5.50 SO L PC 8 - A
SO L PROPOSED SWA ~ , 522
fNV. = 5.75- PROP05ED SW ~ - L P • ~ 40 LF €2° CMP INV.. = 5.45 0 ^10
INd. IN = 3.70 ~1~Ir (Z S _ 5 INV. OUT = 3.50 a~
~ D!T 4.4 q 24x40 524 , ' NTION POND D ~1i~r , t if IIlt69l~ta~
€P40L POOL DETE , = 3.50 HOUSE SO-CL PP La.EV L26
ti - 525 RETAINING WALL _ , . ~ ~ z P T ALONG BACK OF
~ ~ '9 DETENTION POND ~ ~ N N Uri i t
5'L6 ®4.0 SO- CL 1 TX o. 4 q ~ ~ r7 ~ ~ ~2) ~ ~ ~ o 0
.p WIDE WEIR 1 ~ r
4.4 ~ 4.21 WALL ~ .54 ~ RETAINING $ ' ALONG WETLAND ~l I r
- _~M ,j:~ UMITS ~ 5.50 Q ~ ~ ~
3 ` . . _ 534 (3) 50 LF 34" CMP • ~ <..y,,,:.... S 536 LNV. IN = 0.54
• 75. AEC SO-CL PT L INV. OUT = 4.50 52 7 _ 37 SNO~E~lNE' X28 ~
- CL I I -CL PC °r. ~
~ j ~ ~ C~3 ~ 528 n ~ ~ ~ ' W x e M
~i~ A~ Y a P L RO L p ~ U Y~ T q ~
6O xlMgrt I I i i o ® ~ I ~ = PC axis 5~Z ; : ~ ; , CL n~ ~ i ORR~~E 0- 0 i ~ I ` " I I ' ~ ' ~9 °
_ ~3uI ~ ,i. ~ j .:_5 ~I I~~S01-CL'P I ~ i ~c 44 N 5~, AE'C ~I I ~ ~
5.70 i I I I I, I j
t5s ~ f I 5.70 533 I E 0
SO-CL PT ~ j 532 ( i ~Q~ V~~~! V O
PROApS~ BEGEN swALE SO-CL PC A < SHORELINE INV. - 5.20 0 4Q 5 6S
s '2j ~ S 11~~/ ~~~~i - _
~ 1 ~ ~ 20 r
.r ~ C3 ~9 s ~ .r ~ ~ T
~ ~ a tE~~r L , s ~ ~I~j 0
i`I y~° 1 s
~ ~ I I it
4 ~i~f~
ttr f: , s I-~S V
6.2 I 6.20 ~ 8" SCH 40 PVC -
~ ' ~ t 5.70 DOWNSPWT . 5.70 COLLECTION SYSTEM
,III, C3~ ~
~S C xo
- ~ W ~ ~ 0
1S 8
~ ~ ° ~ ,III, s q~ 0 ~
~g. s.2D S
° 55.00' N ~e ~h~
5.10--~ ~ ~V.,
54 s.2D v ~ ~ SO_r PT os ~ o a
f s. o
BEGIN SWALE 6.20
INV. = 4.75 54
0 ~ DITCH INV. = 4.55 5.70 a s<Op~
54 s.oo
Sg ,sg SO-C G
5~0~ ~ 6.10 Iwo s opF~ 544 548 ~
DITCH INV. = F~
- ~C SO-C 5
`~,5,• - C L P T 5.70 5.70 5.94 w
\ 546 6.0~ DITCH INV. = 4.45 -CL P 5.30 DS
.547
SO-CL INT s 5' 4~DE WEIR
5.60 ~ 4.25
- 0 4% SLOPES " . ~ 40 LF 12" CMP ~ ~ ° ~
¢ INV. IN = 3.80 ~ ~ ~F. ~ Y to
INV. OUT = 3.70
Pp ECEV. N pOtVO y "a 1 ~ 3 ~ o
1s, 0 U z z a Q qF~ a o
fl p U
Q ~
a
Q 2~ K Z
~sS J ~ ~
~ p ~ tp W q ~ ~
LEGEND W Q ~ a q ~ ~ Q
PROPOSED GRAVEL iAVEI m d Q ~
o e~ ~ IECLAIMED
AREA TO BE RECLAIMED i ~ z ~ a r ~
AREA OF WETLANDS TO BE FlLLE "LANDS TO BE FlLLED w ~ a ~
404 & GAMA WETLANDS UNE NETCANDS LINE 4 ~
~ ~
_ PROPOSED DITCH 1 SWALE 0 ITCH 1 SWALE ~ ~ Q ~ V {~Y
~ ? ~ $ULKHEAD TO BE PERMITTED Bl BE PERMITTED BY CAMA
a ROCK BREAK WATER WATER o
v~ d ° o
____0__- SILT FENCE M. ' tr ~ O f~
UPLAND RETAINING WALL AINING WALL fiS ~ N ~ ~
l TION
~ FLOW DIRECTION
i 7.00--~ PROPOSED GRADE 3RADE GRAPHIC SCALE
N EXISTING CONTOURS >NTOURS gp
M n ~ p 19 30
N GAMA WETLANDS a ANDS , ~ _ I
~ I ~ r 404 WETLANDS IDS (IN FEET }
AREA OF RECLAMATION REVIS :CLAMATlON REVISION 1 inch = 30 M
m h 05
N O 4V
O T
m
10
C m E
r S i

OSPREY 500 ~
c, DRIVE SO-CL ROA~ ~
YEOPfM RIVER NOW OR fORMERIY ~
MICHAEL BROWN ~~m
17
~ ~ i~~~ 6 ~ UW_
11DO 0~~ T ~.r ~ SITE 'J,r~ ~).~~.1.
,Ikf, ~ ~r~~ ~ _ ~ i ~y
Y~r Yr`, ~ O ~ ~r~t
ALBEMARLE SOUND ~ ~`r~;~ ti~~ ~i ~ ~ ~ ~i~- ~ ~M'
A~ TEMPORARY GRAVEL
.32 CONSTRUCTION ENTRANCE _ ~ ~ ~ SEE DETAIL \ ~ ~ 3~ ' _ _ o
'es a m, ~ ~ ~ o
\ zx
NTS 4~4ti~5itliid~{J
i®a ~1. ~0
qa0 ?'API
501 ~
SO CL 0 d m Q®
~tktf Q~`
~ ~arleal~l,~6+,~
~r,
akl!
ALBEMARLE SHORES N U ~ ~ 1 I
SECTION li W r~ ~ n C~ \ ~ ~ ~ o Q a U ao a
P.C. 1, SL. 165D
(RESiaEN11AL) ; ~I ~ a
~ - ~ 4
\ M
33 m ~ ~ ~
0 i ,Ike, ~Iktf C OAD = ~1~1~ \ ~ ~ a Q ~ W
,Ike, = I
,Il~f ~ ~ q' N04V OR FCfRMERLY 4 a ~ Y
PRESTON DUNPHY ~ $ n i
alp, ~1 ~
,o
r / v tt~I~ ~
I , _ ~ /
I

Leos
~Ik~r - \Ik~!
C5
PROPOSED
an ,Ik~f BRIDGE = 503
SO-CL ROAD ros !6 ~t
0 0 ~w ~~o
o• ~ o ,Ikl, ,~I1, ~ ' ~ 0
c~2 ,Ik~f - \II1f - ~ ~
~7 R
~r~ ~ ~
~T l
°s ,Ike, ~ ~
\I~d f = - 504 tt``{ ~ SO-CL ROAD
\7itf
,Il~f
_ -
Ikr, - o ' -
,tlr,
~I
C BULK HEAD
1 ~9
~I~tf s-
8" SGH 4D PYG 9FP OWNSPOUT
COLLECTION SYSTEM S I
~ ~ PT J
ii _ ~ ~
YEOPIM RIVER
0 1 0 ~1klf - 506
S0 CL PC Ds
,tkl~
t:/ _ akG = 07 LE a
/ 0 L PT DS Q
PROPOSED GRAVEL
DS AREA TO BE RECIAiMED ~ O
G sy INV. IN = 3.20 j AREA OF WETLANDS TO BE FILLED
3:20 ~~P.. Sy FFj, INV. OUT = 3.40 v ,,~c FF), d RETAINING WALL 549 W 0.
5~ ° ~ ALONG WETLAND SO-C f'C ~y LlMITS ~ 5.75 404 & CAMA WETLANDS LINE Q J ~
D~ U Q - - - - - PROPOSED DiTCN I SWALE
as S0 L PT x p p p p BULKHEAD TO BE PERMITTED BY CAMA m
~ , ~a ,Ik~f o U~ _ O
s aD M s,sD ROCK BREAKWATER ¢ w
g 50 509 ~ 6.00 ~ _ 5 50 ~ 556 63D SO C C SO-CL PT ~iklf SILT FENCE Q
X SO-CL P - 555 = T 5 510 N °w
6.2D 553 7a 12 -CL PC -cl-~ UPLAND RETAINING WALL j
,2 SD PC 5.70 5 g SO C G SO-CL PT ~ FLOW DIRECTION °q
551 552 SO-C <PC 7.06-,~ PROPOSED GRADE
558 CL PC
SO-CL PC - - - 13 3 ~ 559 ~ 5.z SO C ~tf(f EXISTING CONTOURS ~
~ SO CL ~ GRAPHIC SCALE CAMA WETLANDS
6.10 ~I~(f m 9 `Q NWL n TC 30 0 i5 30 BO ~~IIi 404 WETLANDS ~
N ~ ~ y sn
S ~ PC c2 3 ~ ~ F ~IkG ,i .,,9 AREA OF RECLAMATION REVISION ~
(1N~~)
o % , m 1 55 1 inch = 30 ft.
a SO-CL PC N
nc~mm~u onn~n a J ~
PP ELEV. 4fT RETAINING WALL a =
ALONG WETLAND I ~ r o LIMITS ® 5.75 AW
10 516 -END BOAT RAMP J RAMP
s PC
t, T t
517 u~

6°
TOP OF DITCH BANK ro ~
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REOUIRMENTS OF THE EROSION o a°°°a°o°o°a a o 0 0 o a a o°a°o°o°~°a a~
AND SED#MENT CONTROL STANDARDS AND SPECIFICATIONS Of THE DEPARTMENT OF NATURAL aoooaoa oooaaaao ey`h o°o°ooaaa°a° oaoaopo°a°oaa o 0;i ~ M °oeaoaoaeaoooooa °o° °o ~
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTAl10N CONTROL MEASURES SHALL BE PROVID@ ON ALL AREAS OF THE SITE WHICH ARE DISTURB@ OR °OO° oo°° ° CLASS B STONE ~ bD o N
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCH@ULE BELOW} +rtgTNIN 30 SECTION LINE tMTH FILTER FABRIC ~W , ~ U ~
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFlC AREAS. THE CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING, SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE ~ o
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE NTH LOCAL o
AND/OR STATE SOIL EROSION AND S@IMENTATION CONTROL LAWS SHALL BE THE ENTIRE 1, INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL) RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY A5 A 'tx a ~ °c ~ ~M~
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND LAYER OF #5 ~ ~ ~ TOP iMDTH VARIES ~ ~
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EkISi1NG TOP iMDTH VAF WASHED STONE to N TOP OF DITCH 4" THICK _
OFF SITE SEDIMENTATION. STRUCTURES AND fACILIT#ES FROM S@IMENTATtON SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR. ITEMS TO BE PROTECT@ SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS, BANK ° ~ a
3. GUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND. NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, ANO STREAMS.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
EXISTING GROUND _ _ _ _ _ _ _ _ _ _
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING. ~~~~j~~j~~~.~` BOTTOM OF DIT `2'~~~00~°°°°°°°4°o°o°~e? >~°',y~' 1/Os ~r'H °°°O°a°4°O°O°O°a ~ `t i s
THAT NO AREA WILL DEPTH 6. SE@ THE DISTUR6@ AREAS IN SUCH A MANNER ~~~~~j\~i. DEPTH Opti ~ ~ aoaaaaaoaa°c°oooaG~ ~ ~ w~ , i aaoaoaaoaa ~ VO~ aaooooaooaoa VARIES SL oaaoaaaaoaaG ~.~P
REMAIN DENUD@ FOR MORE THAN 30 DAYS. VARIES 3'•1 °a°a°a°°°o°a°o°o°a°°°a°o°o` ~ J O 0 0 0 0 6 0 0 0 0 0 6 6 6 0 O O D a 0 0 4 0 0 0 0 0~
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS. SEED MIXTURE RATE OPTIMUM PLANTING DATES 00aaO 005004 r ° ° °~O°O°°°OA000°OG~ O W ~ a ~ o
GRADE POINT ~ r
8. MONITOR AND MAINTAIN THE INSTALLED ERt?SION CONTROL MEASURES AND REPAtR AS NECESSARY. PROFILE CLASS 8 STONE .d~6 y,Q,a
1. KENTUCKY 31 FESCUE 5 ~/i000 SF MAR. 15 -MAY 9 REMOVE SEDIMENT WHEN IT ACCUMULATES ye°°`!
9. ONCE VEGETA110N IS ESTABLISHED, REMOVE THE CONTROL DEVICES. AUG. 15 -OCT. 15 . I ALE TO 1/2 THE HEIC}iT Of THE DAM /tt+e yy?yyy°
2. COMMON BERMUDAGRASS 2 #/1000 SF MAY t -JUNE 30 FILTER DAM IS TO BE IN PLACE UNTIL ~ ~ ~ NTS GRASS IS ESTABLISHED IN BOTTOM OF DITCH ~ ~
(HULLED} NTS E T N
SUFFICIENT TO PREVENT ERO~ON rj ~ ~ M zz ~ ~
3. PEARL MILLET 2 ~/1004 SF MAY 1 -OCT. 1 a ~ ~ o ~ n
~ ~ ~ ~
4. FESCUE 5 #/1000 SF OCT. 15 -MAR. 15 0
q ~ ~
o ~ w ~ ~ NTS ~~W~~~~
0
0 N
H S
V'
a 0 v
SE@B@ PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS TO BE SE@@. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTH@ TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOiI SHALL BE SCARIFl@ TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE 501E SHALL BE WORKED INTO A SEEDBED BY THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE S(NL #S FROZEN OR EXTREMELY WET. A
LIMESTONE, FERTILIZER, AND SEED CLASS "B° STONE B
MESTON FERTILIZER AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SE@BED 10 YEAR STAGE COMPLETELY SURROUNDS
LI E, DRAW DOWN PIPING PREPARATION; LIMESTONE AND FERTILIZER MAY BE APPLI@ AS PART dF THE SEEDB@ PREPARATION, PROVIDED ELEVATION = 5.46 6" SCH 40 PVC PIPE, BERM ELEV = 6.0 ~ - BERM ELEV - 6.0 5 3
IT IS WORK@ INTO THE SOIL IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY FEMALE ADAPTER & H- OVER. THE PREPAR@ SEEDB@ AT THE SPEC#F#@ RATE Of APPLICATION AND THEN HARROWED, RAK@, OR PERMANENT THREAD@ PLUG TOP OF RIP-RAP WEIR 4EIR i0R OF RIP-RAP WEIR ELEV= 5.i4~~\ ~ 9~
OTHERWISE THOROUGHLY WORKED INTO THE SE@B@. SE@ SHALL BE DISTRIBUTED UNIFORMLY OVER THE = POOL ELEVATION = 4A 6" SCH 40 ORIFICE INVERT - \~\i ti ~
5E@B@ AT THE RATE OF APPLICATION SPECIFIED, AND #MM@IATELY HARROWED, RAK@, OR DRAGGED AS PVC TEE TO COVER THE SE@ WITH k LAYER OF SOIL. 18 PERMANENT.POOL~ELEV=4.0). _ _ _ a
- SI.OPEy X6.1. ~ / / / 4 Q
,i ~ aG~
MULCHING 6" SCH 40 PVG TEE \ \ \ \ \\j ~r\\~\\~\\
1 f \ ALL SE@@ AREAS SHALL BE MULCH@. GRAIN STRAW MAY BE US@ AS MULCH AT ANY TIME OF THE THREADED PLUG WITH YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL HOLE DRILLED THROUGH ~ DRAWDOWN DEVICE ~
BE TAKEN AS TO PREVENT D#SPLACEMENT OF SOiI OR SEED FROM THE SE@B@ AREA DUR{NG MULCHING (DIA. = 3/4") ~ B
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE \ ~ ~ ~ i~ AIR TO CIRCULATE BUT = - ~ iC\ DRAWDOWN DEVICE - APPLICA3fON WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND BASIN BOTTOM ELEV. 1.0 \
ALSO PARTIALLY SHADE THE GROUND, R@UCE EROSION AND CONSERVE SOIL MOISTURE. 5CH 40 PVC PIPE & \ 6" SCH 40 PVC FITTINGS
f ~ ~ (LENGTH AS REQUIRED) ~
A 20"X20°X3" THICK MAINTENANCE CONCRETE PAD
SECTION B-B
R AS WHERE SE@ING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAIN@ IN SATISFACTORY SECTION A-A aE CONDiT#ON UNTIL ACCEPTANCE OF THE PROJECT BY THE OWhtER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
AEI
NTS NTS
m
A. NCDOT ~5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 24' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFECIENT TO ACCOMODATE LARCH TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST $E MAINTAINED IN A CONDITION WHfCH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD FOREBAY AREA TO BE PLANT@ AS MARSH ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. RIP RAP PAD
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY. TOP ELEV. = 4.20 pERMANENT
EXISTING GRADE 20' WATER SURFACE
ELEV. = 4.0 0
EARTH WEIR ACROSS 1 END Of FOREBAY AREA ti 5, e
ELEV = 6.00 U
5 ~ 3' a A S w FlNISHED GRADE (16.00} a r _
I*~~ O F ~ o
4 ~aaaeaiiaaaaaa ~G l PERMANENT POOL EIEVAT{ON = 4.0 ~'1 ~ . S WETLAND LIMITS
pQ~~ <:°<°•'°'<°°°°•'`° BOT70M ELEV. = 1.4 in 6: y SLOP . ,+,a,<,.,.,°•°, MARSH VEGETATION ~ 6:9 SLOPF 6:1 SLOPE. SODA
°°eaa~a°i°atadi4°yoa \ \ p, aaai°'a aeavaaa~°~a°° 6' VEGETATED SHELF
~j °°aaa~a,°y~°aaaaa°a~a as •aa° 3, SODA .1 ~~OQti ELEV = 4.00 F
BOTTOM ELEV. _ -1.0 ~~O pF~.
2 POND BOTTOM PROPOSED BULKHEAD ELEV. _ -9.0
N ~
N t(}
m 3 t` 0
n
ut m n
rn rv 0
v+ g
~ NTS I I
sn m n
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O NTS
T N A
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INLET 1 3 / . % N ~ 1
~710YR=5.65 INLET ELEV. = 4.00 ELEV. = 4.83 8" ~ ~ ~ M V. = 4.00 / / '>v ~ W ~ M
CLASS B STONE STONE / ~ ~ h ~N » h
WETLAND UMITS COMPLETELY FOREBAY AREA TO BE PLANTED AS MARSH SURROUNDS RISER iS RISER ~ ~ U ~
RIP RAP PAD
TOP ELEV. = 4.20 pERMANENT PERMANENT ATER SURFACE WATER SURFACE T ~ I BARREL RFACE 3 - 18" CMPS o
ELEV. = 4.00 . EXISTING GRADE 20' ELEV. = 4.0 .oo I I ~Za 1v h ~ N
EARTH WEIR ACROSS 5' ELEV = 6.00 - 4" INVERT = 3.20 INVERT OUT = 3.00 ~ ~ ~ M
1 END OF FOREBAY AREA ~N
5 ~ FINISHED GRADE (16.00) 6" SCH 40 PVC TEE ao 1 b0 1~ C~ ~ N Q Q Q /
~ w OQ~' THREADED PLUG ~ PERMANENT POOL ELEVATION = 4.0 ~ Q Q N Q Q ANTI-SEEP COLLARS TO BE ~ ° °
. 1 s Q Q Q Q STRUCTURIES AND SPA ~ED
6:1 ~ :1 SLO4E 7 BOTTOM ELEV. = 1.0 ~ ~ ~Oq / / / / / X57 WASHED STONE 18" APART ,,,,,~~~orsurrrrrrrri
MARSH VEGETATION ' ~ \ 6' VEGETATED SH F / / ~
~ S ELEV = 4.00 / / ~ r ( THREADED PLUG WRTH ~ / Oq 'h \ ~ \ F 1-1/2" DIA. HOLE ~ v/' DRAWDOWN DEVIGE- A ~ 4 ~ P " 6" GAIV. STEEL PIPE " ~ 4 " 'f~
BOTTOM ELEV. _ -1.0 DRILLED THROUGH w & FlTTINGS, ATTACH ~ ' ~ ~ . ~ p~P d%• ~ O~
POND BOTTOM i TO RISER ~ ~ <C ~ Z%~
ELEV. _ -1.0 PROPOSED BULKHEAD 17.88 • W ~ ~ ~ tj
6' MIN. CLEARANCE ONCE ~ \ ~ \ 9.5 ~ \ WEIR ELEV. 4.83 00"••"~,.~~~'',~:
~ ~ 4" 3 - 1B" CMPS
~ ' ~ ' ~ ' INV. ELEV. 4.0 N N N N
a q xk
NTS 5 DRAWDOWN ~ U ~ ~ DEVICE ~ ~ ~ 0 0
A ~oEwtcroOwN SECTION A-A A d a o
NTS
R ~ 0 UTFLO~I STR CT LJ SHALR BE REINFORCEDDYNTH ~4 REINFORCEMENT q ~
BARS 8" O.C. EACH WAY. REINFORCEMENT BARS o ~ ~ h NTS SHALL NOT BE PLACED CLOSER THAN 3" TO ANY M ~
~r o EXPOSED EDGE OF CONCRETE. WAILS MAY BE p a ~ Y v, ~ q r~
CONSTRUCTED 4NTH 4" X 8" X 18" SOLID CMU'S OR CAST !N PLACE CONCRETE. c
0 ro
x
6' ~,pX
MAX. HEIGHT 18"
A x
N y
B LENGTH AS NEGESSARY
CLASS "B" STONE COMPLETELY SURROUNDS TO INSURE STABLE INSTALLATION
10 YEAR STAGE DRAW DOWN PIPING ELEVATION = 4.44 6" SCH 40 PVC PIPE, 3 BERM ELEV = 5.0 BERM ELEV = 5.0 5' 1 13
FEMALE ADRPTER & 1 r' ~
READED PLUG TOP OF RIP-RAP WEIR TOP OF RIP-RAP WEIR ELEV.= 4.25 ~ PERMANENT TH ORIFICE INVERT ~ FLTER FABRIC ~ 'I'~ R"
- POOL ELEVATION 3.0 CH 40 r~~ ~ ~ / PVC TEE ~ ~i 18 PERMANENT.POOL ELEV. 3.0). - - - _
_ - S~pP BACKFILL MINIMUM 2" X 4" ~ +
6:1 r / 8" GRAVEL OR 14" U POST ~ O O COMPACTED SOIL U ~ ~ \ ~i
6" 5CH 40 PVC TEE \ ~ ~~j~ , ~ ~ ' 1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC Q ~ ~ CO v r~'
1(- / / THREADED PLUG WITH ~ DRAWDOWN DEVICE CAPABLE OF MEETING 50L6/LIN. INCH. ~ ~ / / ~ I , ~ ~ ~ ~.'rJ
HOLE DRILLED THROUGH ~ /
DIA. = 3 4" / / ~ B ( ~ ) \ \ 2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF / ~ ~ C~+ 0.3 GAL/SQFT/MIN. 8„ ~ ~ / / ~ / ~ ~ l`~
BASIN BOTTOM 0.EV.= -1.5 ~ /DRAWDOWN DEVICE - \ SCH 40 PVC PIPE &
6" SCH 40 PVC RTTINGS ~ (LENGTH AS REQUIRED) 3. STAPLE OR WIRE THE FABRIC DIRECTLY TO THE POSTS. ~ / / \
A 20"X20"X3" THICK 4. EXCAVATE A TRENCH APPROX. 6" WIDE AND 8" DEEP
CONCRETE PAD ALONG THE PROPOSED LINE OF POSTS UPSLOPE OF THE SILT FENCE AND BURY THE BOTTOM EDGE OF THE /
SECTION A-A SECTION B-B FILTER FABRIC. BACKFILL THE TRENCH WITH COMPACTED "V" TRENCH
EARTH OR GRAVEL. / '
5. INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFAU_ UNDISTURBED SOIL hh
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE FOR THE NEXT RAIN.
6. REMOVE FENCING AS THE DRAINAGE AREA IS STABILIZED.
NTS ILT FENCE DETAIL
NTS
~ ~ a
~ ~ ~
SILT FENCE SHALL
NOT EXTEND INTO SIDE SLOPE OF DITCH
FOREBAY AREA TO BE PLANTED AS MARSH RIP RAP PAD TOP OF BANK -TOP OF BANK ~
TOP ELEV. = 3.20 PERMANENT a
EXISTING GRADE 20' WATER SURFACE ELEV. = 3.0 rY
EARTH WEIR ACROSS 5' ELEV = 5.00 0
1 END OF FOREBAY AREA a s ~ Fa-
3' FINISHED GRADE (16.00) z_ S~p4E w w O ~
t ~ \ 2 ~ ~ 3' 1 PERMANENT POOL ELEVATION = 3.0 5'1 ~ ~ \ ~ ~ \ N a ~Op S WETLAND LIMITS LEYLAND LIMITS w ~
ao fi:1 c„L OPE 6;1 SLO4E S S~L~ ~~G~ E SVpQE FtO ~ ~ Q
~ MARSH VEGETATION BOTTOM ELEV. = 0.0 2 ~ 0 ti ~ \ 6' VEGETATED SHELF 7 S y04 II 6~0 lO~ ~iy a J ~ 3~ OFe a ~ ~
o top 5 ANk / ~ ° o
Z p J
BOTTOM ELEV. _ -1.5 POND BOTTOM C w j ~r y J Y
ELEV. _ -1.5 M r~ OF 9gNk ~ ©o \ ~ , ~ o ~ ~
OC h YJ \ w a
O N \ \ ~ o °a
O m \ \ \ a ~
m 0 0 ~ M o 4
Ca N ~
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N ~k
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rn N O SILT T OUTLET DITC
~bD ~ NTS b NTS
3
M r ON
N O
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0
a
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A
UW ~ ~
B xU
CLASS "B" STONE ~ om
COMPLETELY SURROUNDS 10 YEAR STAGE DRAW DOWN PIPING ~~h ~ ~
ELEVATION = 4.33 BERM ELEV = 5.0 BERM ELEU = 5.0 1> 3 6" SCH 40 PVC PIPE, 3 \ \ 1 E- \ FEMALE ADAPTER & 1f- ~ \ \ o ~
THREADED PLUG TOP OF RIP-RAP WEIR TOP OF RIP-RAP WEIR ELEV = 4.21 l~ PERMANENT - SCH 40 ORIFICE INVERT ~ ~ S
POOL ELEVATION - 3.5 ~~~\~~\I ~ \ i PVC TEE . /i ~ ~ ~flN
18 PERMANENT POOL ELEV. 4A). . RPSPRPe ~ ~ g_
:1 `~-~E / / \ \ / , r
PVC TEE / / \ ~ / 6 SCH 40 3 / \ ~ r\ cc~AP~' ~
THREADED PLUG WITH 1 ~ DRAWDOWN DEVICE 1 5~'flP` W~a ' \\~~t''®ttliiAlt6l6~8B~~~°
HOLE DRILLED THROUGH / \
( / r. BASE \l+~t~~~\OO\ °r~°~ P~' ~~'~di C~ t~
BASIN BOTTOM ELEV.= -0.5 \ DRAWDOWN DEVICE - / \ SCH 40 PVC PIPE & t' ~iiN d ~ 2;
6" SCH 40 PVC FITTINGS / ! (LENGTH AS REWIRED)
k,=:•
A 20"X20"X3" THICK CONCRETE PAD ~ : o
SECTION A-A SECTION B-B I- EA A ' rt°r e+eo eyc~t°tttP°
NTS
~ ~
N ~ rn ~ I I
W ~ M M
~ Urn rn a, 5 O O
~ ~ ~
4
NTS m
~A ttj ~ C7 .~j ~ W
"~Y~~'a
0 N
f< S
S9
a 0 v
FOREBAY AREA TO BE PLANTED AS MARSH
RIP RAP PAD TOP ELEV. = 3.70 PERMANENT
XtSTtNG GRADE 70' ATER SURFACE
ELEV. = 3.5
EARTH WEIR ACROSS 3' END OF FOREBAY AREA ELEV = 5.00
1 _
F FiN}SHED GRADE 15.00 2.5' a ~ ) Opti w
\ n 3 g:1 ~ \ ~ t PERMANENT POOL ELEVATION = 3.5 ~ ~ z BOA S WETLAND LIMITS WETLAND LIMITS
\f\\~\\~\/ ~ s: ~ n
OPE g:1 SLOPE s( MARSH VEGETATION OTTOM ELEV. = t.0 ~ 2. ~ 0'0P PROPOSED RESIDENCE flN PIIiNGS
~ \ 3' VEGETATE[? SHELF ~ S p4 Cpp ELEV = 4.00 ELEV = 4.00 ~ t~`+ rC,
. F
BOTTOM ELEV. _ -0.5 POND BOTTOM PROPOSED BU EXISTfNG GRADE \ 4° CON... TE SLAB 3 ~ v r-PROPOSED BULKHEAD -
ELEV. _ -OS r%~i ~r~~!r r~,, , , ~ 1 slflo ~~`v~ v~` ~ PROPGSfD FILL AREA ~ , f
~ ~ ~ ~
ILL I ~ti~~,,
NTS ~ ~ 'S
[:r
NTS
NTS
~ o
~ y. m
- 106,00'
ELEVATED WALK ~ ~
EXISTING GRADE F ~ 4`.
D 7
~ ~ W ~ Q 2 ~
Y J ~ ~
W m 3
m MAINTAIN MINIMUM 3' VERTICAL MAINTAIN MINIMUM 3' VERTICAL CLEARANCE ABOVE ALL 404 WETLANDS ARAN ABODE MAL WA R VEL Q ~ ~ W
a M a ~ ~ z
a~ a~ a W U
N C+1 ~ W W ~
o NOT TO SCALE ~ O Z U
N
N ar
m 3 O 'p~, O 4 M ~
N O
N m r.
rn N d N at
Lit ' 'S
a
e h
N C
r
N d
N 9
10
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g
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ti~ ~
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N ~tih
'~w ~ ~ N ;~V
-(20.22' ~ ~ ~ w s. O ~ N
18.60' ROADWAY O 'ti 6i
f 103.13 2.00' ~-8.94' w J J Q J ~ ~M ~Q ~ ~ ~ ~
Z j j w J Q W ~ ~ z i = r~ ~ ~ O J ~ !V,
Q C9 (9 J aim ° o 0
W W ~ O O 0
Z wU' ~ p ELEVATON = 16.00' EXISTING GRADE _
N W W W X
w ELEVATION = 4.00' TOP OF BULKHEAD ~ `®~e B~f~
g.1 CENTER UNE QF ROAD ELEVATION = i ELEVATION = 4.50' AREA TO BE RECLAIh.~tED ~ ~
1
40p~ 3'1 ELEVATION = 2.50 TOP OF RIP-RAP 3:~ S CAMA VdETLANDS AREA TO BE FLLED ~~'F EIEVAl10N = 0,50' NORh1AL WATER LEVEL ~ y ~ O~
0 0?> ~ Y ,r ~ v EXISTING GRADE ELEVATION - LEVA~ _ w 1? E ON 1 QO • .o.. Q~L
EIEVATION = 6.50' NORMAL WATER LEVEL - ~ i
.nwaame.~r.rna~..~srT.u.,rc~ „ice - \ t?~:$I~I\V Cnr, l4i - \ EXISTI~'G EARTH ~epeacsac®>`p
PROPOSED FORCEMAIN PROPOSED POWER LINE
NTS SECTION C®C NTS ~ a ~ r
Urn w "W' O O
~ ~ ~ n
C
r
~r Q ~ ~
~ r.U Y ~ M q
D O N
r
x
a 0
U
18.00' ROADWAY
$.94' 2.00' 9.00' 9.06' 2.00' 8,94'
a w Q w w w , ° a ~
~ ~ ~ ~ a a (9 ~ J
w ° RIP-RAP o w o
w C? (w`J J ~ Q
d W w W ~ W
z CENTER UNE OF ROAD W ~ Ya" PER i' El.EVAl10N = 4.50' VARIES VARIES 2' 14' DITCH DITCH SHOULDER STONE
6'~ fs_GRA~ RoP,©©_ ~ ELEVATION = 12.50' EXISTING SHOREUNE r~'r r~ ~ r v~~ r~ r ' rr~~ ~i ~ ~ ~
o ~ 3• S~OpT«. ~ ~ ~ 7 ~GOp P~' . 1 4" PER FT ~ O o
> a ~ 404 ~NETLANDS AREA TO BE FILLED F y;1 ~ o a EXISt1NG GRADE 2• EXISTING EARTH 1" PER FT 1 /A/~ %Ai Y ~%A~%A~%AA% ~V~/~~~/~/~'~i ~
~ v (+N''i~, ELEVATION = 1.06' ~ ~ ~ ~L ~3.,~:5 _ _ _ a _ - - - _ ~ ; ELEVATION = 4.5fl' NORMAL WATER IEVE , ,
N i - W i ~'~~%i\ ,
~ i i 4i SURFACE: 6" ABC STONE
>I i
EXISTING EARTH
NTS NTS
NTS
g
~ m N
r
a
0
z 4
~F
18.00' ROADWAY o
z W 119.60' --116.00' W 9.00' 9.00' J 8.94' Q i ' W W W
0 °o~Q
~ w x ~°a ~ zo ~ a w 0 W C7 Z C7 J Q U J ~ R
W `-t O W O W ~ N°~ J 4' Q' 0 4. ^ ~ C U J W O F~ 0 V. Cl. C7 i ~ ~ W Z ti W ~
a ~ Q m b a•m • m N StNALE o v p o o Z ~
O ~ h ~ ~ ~ J W Ya" PER 1' W W CENTER UNE OF ROAD. ELEVATION = 4.50' . ~r
~i ~ ~ z ~ ~ z ~ ~ ELEVATION = 4.00' , TOP OF BULKHEAD
m ~ ~ a ~ w :-t ~ w~~ o?> \ S1Op Q oQ~ ~s~o f ~
€ ~ . a ~ ro ELEVATION = 0.50 NORMAL WATER LEVEL
o m ~ ~ .~.:,.c ~ ~ V °I,,~'s.1STiNG GRADE ELEVATION = 1,00' 1 ' - - EXISTING EARTH v
Imt1 1 l p
ll1 C3 ROPOSED FORCEMAlN w
NTS N PROPOSED P04dER LINE ~
a
c~ CTI ~ q
m r m NTS ~
N O
'S
i f~
N O
N
0 T
97 n
9~
L 66
T 2
V1

o~
L(NE TABLE UNE LENGTH BEARING UNE LENGTH BEARING LENGTH BEARING ~
L9 131,23' N Sfi'28'42" E L38 3200' N 34'02'32" E L74 45.34' S 19'30'04" W ~ P~ ,,i~, ,a~, ~ s, - 6" scH 4D Pvc ~ ~ 9F
L2 2270' N 26'47'20" W l39 19.75' N 44'55'10" E L75 41.49' S 0717'49" W ~ DOWNSPOUT co pq~ o, '
L3 58.92' N 24°37'25" E L40 15.52' N 98°40'39" E L76 24.24' S 1490'99" W COLLECTION SYSTEM ~ g ~ - ~ - ~ tz,
YEOPIM L4 94,33' N 52'59'16" E L41 24:29' N 41'02'28" E L77 41.22' S 39°35'23" W RIVER 15 27.93' N 15'59'13" W L42 52.41' N 62'07'08" E L78 17.74' N 87'48'08" W } ~ '
l6 .03' N 14"19'31" E L43 55.29' N 85 35'10" E L79 34.55' N 39 47'23" W 52 ~ ~.p~? ;pia ~,Q~~ ' ~ ~
l7 76.27' N 27°05'28" E L44 43.90' S 87'33'45" E L84 37.89' N 39'23'21" W 4 ( ~ ~ l8 903.66' S fi2'01'34" E L45 46.34' N 89'2815" E L8t 46,31' N 52'4025° W -
R~ L9 69.90' S 00'44'46" E L46 19.66' S 88°52'24" E L82 28.01' N 5937'40" W 1100 c~P
0 ~ L10 34.13' S 11'54'02" W L47 17.50' S 29'00'32" W L83 29.25' N 76°48'16" W ~ SITE Ltt 77.52' S 09'08'23" W L48 17.53' S 4736'20" W L84 39.81' N 8459'00" W ~ q0 DS ~ ti of
L92 36.51' S 1153`92" E L49 19.88' S 28'30'91" W L85 30.47 N 769'29" W i ~ ~ aye. `SS i i ~ ~ ~
L13 10.43' S 63'57'50" E L50 40,08' S 50'53'52" W L86 25.17' N 85'39'16" W '
4UND L14 N i ' 4'55" E L51 39.62' S 48°52'18" W L87 73.97' N 7542'54" W pc L ~ ALBEMARLE S 36,08' 22 L15 56.73' N 04'06'55" E L52 46.49' S 41'05'09" W L88 17.31' N 30"24'08" W ' - ~ N ' ~ c~ ~ `
L16 57.91' N 30'26'57" E L53 59.60' S 59'44'54" W L89 29.28' N 38°19'12" E ' 0 ~ ~
Liz 31.48' N 5535'09" E L54 118.96' S 30°28'32" W L90 58.05' N 00'09'18" W ' l18 34.31' N 78'29'14° E L55 115.39' S 08'41'39" W L91 37.3fi' N 07'38'05" W J cs (3) 5O LF 18" CMP ~
Li9 32.42' N 85°54'50" E L56 8Q06' S 06°49'30" E L92 18.10' N 4239'36" W ~ p0 o° 'i'yP~-~'. ~ ~ ~'y~ INV. IN = 3.20 , 7.20 ~,~G 5E:-~~ ~ ~~y~;~F`r INV. OUT = 3.00 ~ tt ttttral r~
L20 72.83' N 69'28'55" E L57 89.98' S 05°36'59" W L93 33.05' N 33°02'92" W ~ ~ " " " ~ p SS yp ~ RETAINING WALL ~ tt /t`t.,~
N73 L21 61,44' N 6593 23 E L58 299.43' S 0498 31 W L94 64.04' N 37'10 34 W p~° L22 51.84' N 56'08'16° E L59 213.73' S 1897'23" E L95 48.17' N 64'06'39" W U? ~ ~ ~ ALONG WETLAND •rr,rr ~6,~., ~ LIMITS ~ 5.75 ' ~ . sy',
" L60 L96 8899'35" W ~ DS I L23 43.Ot' N 28 45 21 E 170.43' S 3033 28 E 29.50 S Q y s \ r°A e0 •r 7.s
*12 L24 30.98' N 06'08'32" E L6i 133.35' S 6198`59" E L97 38.48' N 70'07'13" W y L'' rd`~pe L25 4 7 ` N 49'38'03" W L62 78.14' S 7890'10" E L98 120.32' N 8838'20" W 1. 3 as ~ t ~ d: s, o ~ ~ r:
L26 1'57'39" W l63 48,41` S 8134'25" E L99 244.12' S 75'45'11" W 7216' N 6
L27 60.83' N 13'04'58" W L64 58.83' S 7700'32" E t100 27.31' N 14'31'43" E ~ ~ 6.00 0 . 1 6.50 ~ ~ ~ ~q:
L28 194.15` N 1992'27" W L65 15.14' S 31'03'92" E L149 44.46' S 7290'48" W ©a 7.20 ' L29 21.04' N 05°44'56" W L66 56.07 S 53'34'29" E L902 27.25` N 62°05'13" W ~h' 50 6.00 5 0 ~e
L30 46,81' N 35'49'43" E L67A 243.12' S 77'22'32" E 1103 34.60' N 4035'10" E 7.20 ~ 6.30 ~ rrltAlttllttt`t6
L31 58.42' N 40'40'10" E 167E 104.36' S 26'21'06" E 1104 53.12' N 34'06'57" W ~ L32 N 48'42'33" E L68 30.40' S 22'34'26" W L105 28.58' N 60'23`34" W 58.46 5' 41~DE WEIR 6.20 5.70 ~
L33 98.88' N 54'39'96" E L69 37.22' S 0395'42" W Lid6 47.02' N 2393'22° W ~ 5.14 .2 5.70 +W?~_1 l i I I
L34 19.25' N 62'26`34" E L70 78.43' S 17`47'38" E 1107 32.50' N 78'34'49" W CS 6.7D ~ ~ u~i
L35 30.fi7' N 44'45'13" E l71 42.30' S 0298'22" W 1108 123.70' N 41'5426" W ~ L36 31.50' N 62'07'32" E L72 11227` S 25'29'25" W L109 248.00' N 17'08'47" E t'r ' ~ ~ M
L37 57.27 N 4749'51" E l73 46.81' S 42°21'59" W 1110 518.23' N 89'59'26" W ~ 6.40 ~ 5.7 ~tR{r ~ ~ 0 °
6;$5 CURVE TABLE f 7.20 9. 6.10 ~Sq ~ ~ 4
CURVE LENGTH RADIUS ANGELA GHORD BEARING DELTA ALBEMARLE ~ ~~ti
Ct 51.57 60.W 27.50 50.00 N75'52'17'W 4994'55" Q SOUND z°~ , .t ~ Y 4
o Ff r:~ 6. WETLANDS TABLE 6~ ~ a 7 _ 65 . ft' e!' kS
UNE LENGTH BEARING ~ \p~ ~ ~ °'s~
404-t 13.20' S 26'47'20" E =~4r~ 2u 404-2 20.20' S?1'00'00° E 4yflp0 v ~~~v ~ 6. OP~~ / ~ r V Y tri i~
404-3 21.70' N 76'00'00" E DITCH INV. = 5.30 OgQ ~p 6.35 03~° S~ I ~
404-4 44.56' S 14'50'23" E 'S• DETENTION POND B j ° PP ELEV. =OFT RETAINING WALL ~ i 4
404-5 48.10' N 15'51'55" E 404-6 74.30' N 79'25'57" W ALONG WETLAND ~ x
a~~t MI7S ®5,75 1 ~ ~
UNE TABLE a r
LINE LENGTH BEARING pN SO 4 Wi 7.00' N 25'00'00" W tRP~~ CRO 1
W2 " NpgNiP1. 21.00 N 10'00 00 E ` e 1. ,~4t,
W3 13.00' N 26°00'00" E W4 39.23' S 49°22'90" W f ,
L88 '---2.. `i 5.0 6. 0-~
t
9~
~
fps Qtr G~: i ~ p RETAINING WALL. 2 - 25 LF 8" CMP PROPOSED SWALE 3. y a`'~ ALONG WETLAND
43~ 5~ 2~P INV, IN = 4.50 LIMITS ~ 6.50
v p' ,~U ~~Q;, INV. OUT = 4.40 INV. = 5.75 4.0 ~ ~ 5. ~ Q,,'' 40 LF 12" CMP ' ~
r yo 5.70 INV. = 4.0 6.00 E1
8" SCH 40 PUC s i ""o 6.zo 2D ~ ~ Q,
DOWNSY'OUT . t COLLECTION SYSTEM 6• ONE WAY 6.00 6.40 ~ ` ' ~ ~°m, ',~T, ~ "`Y
~ (TYP}
~,9`~ 6.; t 0' /`6.25 6.00 ~ . ~ o ~ ~ ~ 4.4% SLOPES ~ ~ ~ ~ ~ ~ ~ ~ 'a1
6.55 f 6:30 6.30 ~ DITCH i ~ ~ fy,r,
A DITCH 4NV. = 4.75 COMMON ARE , GS t9 L94 - ~ . 1 ~ . 5 PROPOSED SWALE PROPOSED SWALE ~ ' / v INV.=5.75
t L93 pPti ti 5 INV. = 5.45 ~ ~ q
G92 6.8 '~q"
~a~' t r ~ ~pC~~p 6.60 PR( PROPOSED SWALE 1POOL POOL DITCH INV.. = 5.5 ~ ~
~ a4 ~~~~c INV. { t P P INV. = 5.75 ~ ~ HOUSE
i~~tJ t o° 6. qP¢~ - ~p ~r
~ ~ 6.90
_50' SEPTIC SETBACK 7.74~. _~n_
BEGIN SWAU: 6 90 G s 7.44 INV. = 6.90 , P~
6. 5 15 6.64 Ep 'V
~ ~ yA M 15 AEG 7.50 1 ~ .50 __.~___7.5fl ~
t 7.74
Q 4 ~ ° 0 6:9D' .~PG~ SE
j I a SEe.~c~
yQ ~
I ~ 6.35 7.70 ~ s O i 160
r ~ DITCH INV. = 5.30 CS DITCH HP. = 5.75 G~ ~ ~ ' ~p~OX1Mq~ c s eX1S~tN G SyO~E~~£
~ 7.70 6.80 G`~
~ ~P='~~~ ~G.S~' rY.
~tiP 6.65 pp i~4 CSy
DITCH INV. = 6.50 ' ~ 6. 0 5Q ~P t`~ 1 DS 2 0~~
t .04 g'~ ~'ROPOSED ~ SMORE~INE
f DITCH ENV. = 6.20 6.40 6.95 r A~pO
t gS.00 6.70 ~lv g O 'F g N w
7.55 SLOPE 6.50 p.3~ ` 7.70 i~:~ ~w ~ Y ~~z
r ~ 6.90 LEGEND
t o, SS 6.90 ~ 6 50 '0~. NOTES: n4. vxr
t~~' DS (INCLUDES 04-26-06 REVISIONS) PROPESED GRAVEL Z a o
1. 70TAL SITE AREA AFTER RECLAMATION: 949,131.66 SF. 21.78 AC. u Q ~ o (TO7AL UPLAND AREA AFTER RECLAMAl10N: 475,959.99 SF. i0.92 AC) AREATOBEREGLAIMED Q o ~ Q
t 7.10 d U p
~ , t ~ ~ ~ ti 2. tMPERVIQUS AREA: I ~ ~ ~ ~ ~ AREA OF WETLANDS TO BE FILLED ~ q u TOWNHOME UNITS 44,550 SF. 9.40% ~ ° w o m
~ 0 ~0 t / \ 0 ROADS, PARKING & DRIVEWAYS 96>561 SF. 20.37% - - - - - 404 & CAMR WETLANDS LINE ~ ~ e ~ ~ POOL & POOL HOUSE 1,344 SF. 0,28% o x ~ 0 0
kg• t C i \ OPEN SPACE 331.584 SF. 69.95% u ~ u ~ p PROPOSED DITCH f SWALE w n
RETAINING WALL ALONG 7.70 7,74 ~ WETLAND OMITS ~ 6.40 TOTAL UPLAND AREA 474,039 SF. 100.00% °w m ~ n ¢ a, 0
o ` ,s t ~i / 3. TOTAL AREA OF WETLANDS TO BE FILLED: 20,692 SF. 0.475 AC. • ? ~ ~ ? BULKHEAD TO BE PERMITTED BY LAMA ~ o ~ ~ Q ~
z r ~ 1, w Q ~ ° Q ~ 4. CUBIC YARDS OF 404 WETLANDS TO BE FILLED: 1,91998~YDS. ROGKBREAKWATER
1: r ~ ~ ~ g °z ~ 5, AREA OF STATE WATERS TO BE FlLLED: 25,292.31 SF. 0.580 AC. SILT FENCE m d ¢ ~ o d
r 0 t9 r J m ~h~ 3 sL 6, CUBIC YARDS OF CAMA SHORELINE TO BE RECLAIMED ABOVE NORMAL WATER LEVEL: NONE AS REVISED o z ~ z u
0` HO~E~N t ,4~1, G S J UPLAND RETAINNG WALL w w a g F
a t IS'0~ ~ A.~ J 7. CUBIC YARDS OF CAMA SHORELINE TD BE RECLAIMED BELOW NORMAL WATER LEVEL: NONE AS REVISED ~ ~ ~ ~ z ~ ~ FLOW DIREGTION a x a Q
QPR~y~tR~ r _ t A Q 4~ L7 p 8. LENGTH OF WOODEN OR VINYL BULKHEAD: 1,810.52 LF ° to ~ w w 7.00 ~ ° z PROPOSED GRADE N n w v n o
,t~iJ 0~ r ~ ~ C~ 9. LENGTH OF ROCK BREAKWATER: 674.34 LF ~ o ~ o ~ a
t~ Q ~ C~ , ~ 4 10. TOTAL DISTURBED AREA: 469,836.22 SF iO.78 AC. EXISTINGCONTOURS ~ ~ ~ ~
Q y-ry ~ p C7 4 r 11. SOIL TYPES: ROANOKE de CHOWAN SILT LOAM ~k/~~ GAMA WETLANDS ~ Q
a LJ r (aD~
g ® 12. TOTAL NUMBER OF UNITS: 18 ~~~Ir 404 WETLANDS ° ~ o o m
r ,il~J 13. PERCENT OF IMPER1fl4US AREA WITHIN UPLAND POR710N OF 75 AEC: 31,657.10 SF = i8.00% AREA OFRECLAMATiONREViSION ~ a r; ~i o (18.00% OF 4.04 TOTAL ACRES OF UPLAND AEC)
N y i! - \~~i/ 1
p it~lJ \~i~J - ~ ~ ~ ADE1lTIONAL RECLAIMATION IMPACT: 1921 SF - - _ _ _ _ _ _ _ _ _ 14. AREA OF CAMA WETLANDS TO BE FlLLED: 435 SF 0.01 AC, a M ~t ~
ADI}[TIONAL BtlLKHEAD: 155 LF 15. AREA OF 4O4 WETLANDS TO BE FILLED: 20,692 SF 0.475 AC.
ADDITIONAL fi1PRAP: 68 LF t ,tlt, 1rr 66 J milt 16. EXISTING SHORELINE WAS TAKEN FROM SURVEY BY HYMAN AND ROBEY 08-22-2003 CHECKED WITH AERIAL GRAPHIC SCALE
\If - N PHOTOGRAPH. 36 Q 75 36 6d
fl , 4' 17. EXISTING CONTOURS WERE TAKEN FROM IIDAR ELEVATIONS N.A.V.D 1988.
o 1~
A \1111 v 18. 404 WETLAND LINE FROM A WETLANDS DELINEATION MAP PREPARED BY HYMAN AND ROBEY DATED 02-19 L_
n = ~1~tI 2044. IN FEET )
C6 \111, 1 inch = 30 ft
,1111 = T
\1111 t1!