20050222 Ver 1_Complete File_20050204

17 ~ ~ 5 ,t~l,
t. SP PT = ~ L ,
, 5.0
s. N~
r t e Q"n WPM
N 1. 51 YEOPNI x ~ h s N
S CL C tA~IINC wAu ON Ow ~ V
~ uoNC wEn.AND ~ ~ TS @ 6.50 BOAT RAA~ TO ~ PERIIITT® BY CAtw 'ERMITIID BY CAMA N T BEL F y x R H TR I N
- 4. ~ ~ a - ' DITCH INV. = 5.40 X 110o y a o ~
59 S L SO-CL PT 40 ~ 12 CfaP SITE y ~ a ~ O ~N
70 INV. = 4.0 6.00 51 I s5 ~ a ~a
6 20 DITCH INV. = 5.25 ~@L P o~ ~ ~ UN
c rye ALBEMARIE SOUND tq ry 0
s.aa SO-C TX R e R a
-0,4%SLOPE~ _ - -y , 2 ,00 DITCH INV. = 5.25
SO L PC oPOSED SWALE
Y. = 5.75 PROPOSED Sw $ 5.50 j~ INV. = 5.45 ~ 522 S L
. 0- P ~ ~g ^ N1T Q,~~.."
' 40 LF 12" CHIP 16x24 24x40 T - V. IN = 3.76 .~i ~ Z.
P001. POOL INY. OUT = 3.50 ~I(+~ ffousE 524 4.0 _ ~S O: r. r
SO-CL TENTION POND D ~S 1 Qe 'x J ~
525 ELEV. - 3.50 .u. .3Y .~ti ~ - - - P
RETlUNING wALL aLaNC east of N"~" ~6
526 DElENnoN P SO-CL TX 04.0
1' N10E HEIR ' 3 ~1~jr 4.0 @ 4.21
TAINING wALL t ~ ~ ~ ~ w ~ ~
x-5.50 TS @ 5.50 ~~~~i q ~ M M
. - , is 534 3 3~ so LF 30" ~ ~ N N
527 e SO-CL PT S 536 V ~ = o ~ 3t1" 4 ~ O O 0.50 ""~MIq ~ 0. a n
-CL L v. out = 0.50 1.60 V ~ ~ 37 0.50 ~ ~S~yC 4 e ~ ~ O
'~RO~y 528 I - E28 n
~s ~ i I, CL PC ~c Y S g.,~ 5 A '~U L u rA ~
NE ~ L 0 - T i 1a ~ . o ~ ti ,CPC ti~w ~Q~ w
3 L PC 5.70 ~ ~L ~ ~ ~ N x ~ V
15g I V 0 U x ~ q ~ ~9
' ~ 5.10 533 pROpp~ -z ~ \III/ N
sfr 532 SO-CL PT ~ H
~ SO-CL PC I '9 ti ry Y.=5.20 ~ Q~
~ ~ ~ \II~/ 5 - ~ $
V ~ ~9 'Zy DS W " ~I~li ~ ~
do
~ ~ s ~ tiQ ~lyi, ~,x L T
- L I
r 04 ~ 5`~'
,fit ~ x~ . , ..w„
1 k: ~ ~ ~ ~ ~1Mll, i i s
s.2o ~
8" SCH 40 PYC '
5.70 SPOUT Q", COLLECTION SYSTEM
~s ~ ~S ~ {TYP) c s ~1~1~
t ~ •o = ~ ~
~ ~ ~
~ ti ~ ~
tiW ~ 11, ~ ~ ~ ~ 0
- ~ ,?I~, s ~ d U
s.2o = q ~ ~ ~ s ~V
w 5.10 ~ .oo' w q ~ N
Q 5 ~ ~ W
0 PT DS ~ ~ O S s.2o ~ ~
o ~ u ~ *^v 3 ~ ~ V c~ swALE o ~ ~
INV. = 4.75 6.20 ~L,
54 0- ~
TCH INV. = 4.55 5.70 Slpp.
F•
54 s.o0
SO- ~ r
DITCH INV. _ - s.1o ~ 544 u
r. _ 548 g
5 SO-C ~ -CL PT ~
_ . ~ `5.70 5.70 ITCH MV. = 4.45 546 6.Ot"r- 5.90 r
n , . . ~ i~ . ;,:wr 4. -CL P _ 5.30 w
w~» _ w. • 547 os
~ i SO-CL IN s
s'z< 5.60 5' MADE WQR
4.25 } . .
~ { t. .z~" "a 0.4% SLOPES ~
~3. 40 LF 12" CMP ~ ~ - . .
p,. V. IN = 3.80 ` 1.~.p Y. OUT = 3.70 ~ 2 1, ~ o ~
-0 . < ~ ~ 0 ~ Y ~
j _ °Y y. r PP ~ a
~N 1 QfV, a } ~
t t'r ~ b~ ~5 3 0 ~ ~ - 0
f iG ~ ~ ° o Q
- ,~ik '~:n' k'.. t, < o ~ p U ~~i1!
. ~r, U 3 a
~ U W ~ 4 N K W a
S ~ _ ~ z
LEGE~ LEGEND . ; ~ ~ W m ~
PROPOSE PROPOSED GRAVEL ~ € < °w < o
~ U ~ CO7 ~ ~
AREA TO AREA BE D ~ s ~ a °z A TO RECLAIMS ~ o
m AREA OF m Q 4 Uf AREA OF WETLANDS TO BE FILLED O 3 ~
404 8 CA f Z W a 404 8 LAMA WETLANDS LNIE W W a N
Q ~ (n a
~ - _ P 0 N - PROPOSED DITCH / SWALE o ~ p a
~ - ~ ~ 0 BULKHFA ~ o v a 0 BULKHEAD TO BE PERMITTED BY CAMA ~ ~ ~ o
g N ROCK BRI ° o w ~ ROCK BREAK WATER a ~ U ~
N
SILT FEPit a - SILT FENCE
3 UPLAND f o ~ o UPLAND RETANNG WALL ~ ~ ~ D
3 u~ N \
n ~ FLOW DiF ~ , N 7.00 PROPOSE FLOW DIRECTION ~ ° ~
Q PROPOSED GRADE N M #
IeY1~ S ~ E70STING GRAPHIC SCALE EXISTMG cONrouRs
rn CAMA WE CAMA WETUwDS ~ o ~s ~ so
N s ~l~t, 4oawEn 404 WETLANDS
-
T AREA of AREA OF RECLAMATION REVISION ( Di FEET
1 inch = 30 M
L
T
N i} uu
F
v ,
s~,44a. .gee gay
I
I

OSPREY
DRIVE 500 ~ c! SO-CL ROA
YEOPlM RIVER NOw OR fOR#tERLY N~
MICHAEL BROWN
y xry ~ ON
Uw ~ ~
»oo R~ o~ SITE V
all, a Q
~Za ; p ~ N
ni..e~rur~ sours ~~M ~M
A~ TEMPORARY GRAI+EL il,~. , ~ U N
1a ~ 32 CONSTRUCTION ENTRANCE ~ N SEE DETAIL
D 34
~s
NTS fix, fffffflt1f11/j
ti:
501 pJ. " ~
S CL 0 ~ ' Q m i=
,1~1, ar ~a,
I ~N~NN~•
~ ffff~ /III Itlf4
,1~I. ~ ~ ~ 3 3 ~ ~ rn rn
ALBEMARLE SHORES N t I
SECTION II ~ ~ ~ ~ M2 M
P.C. 1, SL. 1fi5D ~ - ~w 0 ~ o 0
(RESIDENTIAL} a ~ ~ n q ~ 4
' p
$ M
33 q
. w ~ ti
ail, C OAD = a11, = C OAD = ~.-xo~M~ w
all, ~ ONUYti ~.A NOW OR FORMERLY
ali, PRESTON DUNPHY ° N
F 2
3t i
^o
= ~
1IIIJ A
~ a
~ .

v~ a1~,
- a11, C5
,~1 a~1, = 503
tos SO-CL ROAD ~
o _ ~ ~ ~
0 ~i ~ ~ ~ p ~ 0
O~ ~ OV
ail, (1? ~ ~ ~ ~ ~
~ W - q
~R - ~ w
~ ~ ~p ~ ~
~j a~1, ~ ~ - C3E~ ~ 0 p V
ail, _ 504 ~ ~
a~1, = SO-CL ROAD q
I s ~
~ a~t,
~ - alp,
~11,
_ ~ ~~o
,~It,
3
e ~ BULK HEAD
V ~ v ` "q I
(g
~ ~ `
~ 1, J. _ ~
8' SCFI 40 PVC 9F OowNSPOUr
cou.ECnoN s
~
PT ~ ~
~ ~ YEOPIM RIVER
1. ,?11, O6
Ds SO CL PC a~t, - m
® _ a~~, = o~ w LEGEND °
s 0 L PT D a
PROPOSED c~tAVEL ~
DS ~ (3) 50 if 18' CNP w AREA TO BE RECLAIMED ~
,~P `~'yF lNY. IN = 3.20 ~ ,W U
7.20 ~ ~ E`7, INV. OUT = 3.00 v • ~ ~F~ ~ Marc wau 549 J ~ I ~ AREA OF WETLANDS TO BE FlLLED o F w ate,
~ olrc wEnaNO SO-C C 444 & CAINA WETLANDS LINE Q U
Uf,NTS 0 5.75 08 J U Q
Ds ~ SO L PT I - • • - - PROPOSED DITCH! SWALE ~ w
o a~1, • ? ? ? ? BULKHEAD TO BE PERMITTED BY CAMA m 0
cn 6.50 6.00 ~ _ < ROCK BREAK WATER
~ s.oo ~50 5O9 w
Sa X~Z 556 s.~o SO-C SO-CL PT all, SO-CL P - 555 = E SILT FENCE Q 0
T 5 510 0 m 6.20 553 .lo -CL PC a ~ UPLAND RETAO~fING WALL u~i a ~
-CCF~ ~ 12 ~T .2 S~ P 5.70 5 ~ SO C C SO-CL PT ~ FLOW DIRECTION
. 551 7.00 PROPOSED GRADE
552 SO-C PC 558 ,
a - P CL PC 559 SO CL C • • . _ 13 EXISTING CONTOURS ° Q o Q
~ ~ 5.7 SO a~1, 3 SO-CL PT Z = Vf U GRAPHIC SCALE
m 6.10 ~ ~ aF1, n y - CAMA WETLANDS " NWL ~1I ~ o ~s ~o eo
N ~c NI g 14 ~ti ~ 1 ~ i 404 WETLANDS #
I ~ SO L PC ~F 6 a~1, ~ ~1 AREA OF RECLAMATION REVISION
{
n - 1 inch = ~ ft~
N 515 SO-CL P
- - f C n n
o DETENTWN Fum 8 / PP ELEV. = 4FT RETAINING WALL_.__.
ALONG NETLAND
P-IMITS 0 5.75 - = 601 516 SC 601 SO-END BOAT RAMP
S PC t
517
r 1
k- _ r ~ aAr 3're ~ n^.
ar
I1
l

i
s• ~
TOP OF DITCH BANK N
THE CONTRACTOR SMALL COMPLY NiTH ALL APPUCABLf RfQUIRMErtTS QF THE EROSION °OOOOOO ooooa° a~ 0 0°0°ooo°o0aooo °o°o°00000000000 ~ ~ N
AND SEDIMENT CONTROL STANDARDS AND Si~CAlCATKXrS OF THE DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDN~IENTATiON CONTROL o°oaoooaooo° oao°ooooooo°o o N w n~ ooooooo°ooo°o°oo o ° ~ °0
MEASLES SHALL ~ PR4VA)EO ON ALL AREAS OF THE SITE WHKXi ARE DISTURBED OR 0 0000°oooaa°oo h ~ N a o°° CLASS B STONE Q ry
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW WITHAV 30 SECTION ~w ~ ~ LINE WITH FILTER FABRIC x ~
CALENDAR DAYS AFTER COMPLEnON OF CONSTRUCnON WIni1N THE SPEGFlC AREAS. THE CONTROL MEASURES SHALL BEGKJ PRIOR TO ANY LAND DISTURBING ACnV1TY AVq.UDiNG 0
CLEARING: SHALL cDNnNUE DUR~IG niE CONS1RUCnoN AND SHALL coNnN~ IMTH THE a pfi
NECESSARY MA~ITENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COi~UANCE KITH LOCAL AND/OR STATE SOIL EROSION AND SEDMffNTATlON CONTROL LAWS SHALL ~ THE ENTXtf ~ ~ a
1. OISTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL) RESPONS~ITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE fNrLY A5 A 't3 ~ h v ao y ^ti 't3 "ry
GUIDE TO THE CONTRACTOR FOR COMPLIANCE MATH SUCH LAWS. ORDERS, RULES AND LAYER OF ~5 ~ ~ ~ M' TOP WID1H YARIES WASHED STONE ~ U ~
2. MSTALL EROSK)rl CONn?Ol DEVICES AT SITE DISCHARGE PORITS TO PREVENT REGULAnONS CONCERNRIG EROSION AND SED~ITAnON CONTROL PROTECTION OF E)<ISTIN6 OFF Sin: SEON~ENTATK)N. STRUCTURES AND FACNJI~S FROM SEDIMENTATION SHALL 8E THE RESPONS1BgJTY OF THE TOP OF 4' THICK N
CONTRACTOR. HEMS TO ~ PROTECTED SHALL RICLUDE, BUT ARE NOT LII~NNTED TO CATCH BANS, DITCH BAMK ~ s °
3. CU7 NEW SWAi.ES AND DITCHES AND CONS1RUCnON DETENnCAV POND. NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LANAIS, AND STREAMS.
4. INSTALL TtiE REMAMJRIG SEDIMENT AND EROSION CONTROL PROTECTON.
EXISTING GROUND 5. INSTALL THE STONE BASE AND ASPHALT FOR 1tiE PROPOSED PARKMIG. GROUND - - - - - - - - - - - - - - - - ~ o a°o°o ,,~~~ri~uup,rrr~ nn,~,~ oooo~ r~
~y ` ~ ~ - - - - ~ BOTTOM{ •'f'~0°ao°o°ao°o°o°a P ~,Y , OFD `Z~ aaaaaaa~~ ITCH 00000000 ~
THAT NO AREA WN.L 6. SEED THE DISTLBED AREAS NI SUCH A MANNER \ DEPTH ~ o°o°o°o°a°o°o°o°a~ ~ \ , ~ ~ VARIES ~ aooooooooooa ~ a0oooooooooa ~Q y>:
REMAlN DENUDED FOR MORE THAN 30 GAYS. o° o000oooooao VS•~: ooo 00000oo0ooa Q N Z~ 0 oooaooooo00. oa0oo0o0000 _
7. REMO~ SEDMIENT FROM DElEN11ON POND AND RESTORE TO DESIGN DEPTHS. SEED MIXTURE RATE OPTIMUM PLANTING DATES 0 0 0°ooo°oaooo°oc• e W~ ~ (j o ~ ~ V,
8. MONITOR AND MAINTAIN THE INSTALLED EROSKkt tXkITROL MEASURES GRADE PONdT ~ : 2 vl`.
AND REPAA2 AS NECESSARY. 1. KENTUCKY 31 FESCUE 5 //1000 ~ MAR. 15 -MAY 1 _ CLASS B STONE • d CS1 PROFILE ••N•
9. ONCE VEGETATON ?S ESTABUSIED, REMOVE THE CONTROL DEVICES. AUG. 15 -OCT. 15 REMOVE SEDIMENT WHEN IT ACCUMULATES TO i/2 THE HEIGHT OF THE DAM rrr~ rrr'```
2. COMMON BERMUDAGRASS 2 //t000 SF MAY 1 - JUTE 30 _ (HULLED} NTS FLTER DAM IS TO BE IN PLACE UNTIL ~ ~ ~ ~
EN IN TI E N TR GRASS IS ESTABLISHED tN BOTTOM OF DITCH +n ~
3. PEARL MN1fT 2 ~/1000 SF MAY 1 -OCT. t SUFFICIENT TO PREVENT EROSION 4 ~ ~ ~ U ~ w
q ~ 0 0
a a 0 A ~ 0.
4. FESCUE 5 //1000 SF OCT. 15 -MAR. 15 0
a
A ~
.,o~ w ~ ti
NTS ~"'W=QO3 Q nj ~ ~ M ~ A.-UY~.-q
0
0 N
f
q~, v
SEEDBED PREPARAnON
THE CONTRACTOR SHALL CUT AND DISPOSE OF W®S OR OTHER UNACCEPTABLE GROWTH ON 1Fff AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL ~ SHAPED AND SMOOTHED TO PROVIDE FOR EFFECnVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 OICHES. CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATKIN OF SEEDBEDS SHALL NOT BE DONE WHEN THE SAIL IS FROZEN OR EXTREMELY MET A
LIMESTONE, FERTILIZER, AND SEED CLASS "B" STONE B
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED MAIHIN 24 HOURS AFTER COMPLEnQN OF SEEDBED 10 YEAR STAGE COMPLETELY SURROUNDS
PREPARAnON. LMESTONE AND FERTLZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARAnON, PROVIDED ELEVAnON = 5.46 DRAW DOWN PPING I 6' SCH 40 PYC PIPE, 3 IT IS WORKED INTO THE SOIL IF NOT SO APPLIED, LIMESTONE AND FERTILZER SHALL ~ DISTRIBUTED UNIFORMLY ~ 1 ~ BERM ELEV = fi.0 BERM ELEY = 6.0 5' 3 3
OVER THE PREPARED SEEDBED AT THE SPEClf1ED RAZE OF APPLICATK)N AND 1HEH HARROWED, RAKED, L t~ ~ ~ \ TOP OF RIP-RAP WEiR TOP OF RIP-RAP WE~t ELEV= 5.14 ~C
On#RWISE THOROUGHLY WORKED INTO THE SEE08m. SEED SHALL BE DISTR~UTED UNIFORMLY OVER THE _ PERMANENT THREADED PLUG ORIFlCE INVERT TC SEEDBED AT THE RATE CAF APPUCAnON SPEgFlED, AND IMAWDIATELY HARROWED, RAKED, OR DRAGGED AS POOL ELEVAl10N = 4.0 6" SCH 40 ~ 'ti
TO COVER THE SEED WITH A LAYER OF SOIL 6 PVC ~ PERMANENT POOL 4.0). y
:t O 0
MULCHNdG 6" SCH 40 PVC TEE ~ o~
3 ALL SEEDED AREAS SHALL ~ MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY 111E OF THE n#tEADED PLUG INTH 1 o ~ ~
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER 1HE COIPLETION OF SEEIXIIG. CARE SHALL HOLE DRN1ID THROUGH DRANAOWN DEVN~E ~
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING (DIA. = 3/47 OPERAnONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE B ~
APPUCAnON Will BE THAT WHK~i WILL ALLOW SOME SlN~1GFIT TO PENETRATE AND AIR TO CAtg1LATE BUT BASH BOTTOM ELEV.= -1.0 DRAWDOWN DE41CE - ~Q
ALSO PARnALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE S0~ MOISTURE Sqi 40 PVC PPE & 6' SCH 40 PVC FlTTINGS ~0 Ov
(LENGTH AS REQUIRED)
MAWTENANCE A 20'X24'X3" THICK CONCRETE PAD
AREAS YMERE SEEDNG AND MULgigJG HAVE BEEN PERFORMED SHALL BE MAdiTAINED MI SAnSFACTORY SECTION A-A _ SECTION B-B
CONDInON UNTIL ACCEPTANCE OF THE PROJECT BY THE O1M~R. AREA OF OHMAGE OR FAILURE DUE TO ANY
CAUSE SHALL ~ REPAIRED OR REDONE AS NECESSARY.
,k x ~a..r
NTS
~ i
A. NCDOT #5 OR X57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6' DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
G ENTRANCES} SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHKXES. D. PAD MUST BE MAINTAINED IN A CONDITION WHICH MALL PREVENT TRACKING OR DIRECT FLOW OF MUD FOREBAY AREA TO 8E PLANTED AS MARSH
QNTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. RIP RAP PAD ~~4,
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY. TOP ELEV. = 4.20 PEt~IANENT
TING GRADE 20' ATER SURFACE
ELEV. = 4.0 a 0
EARTH WEIR ACROSS 1 END OF FOREBAY AREA 5' a
ELEY = s.oo
'l 3' ~ OAP SD ~ o F'MaSH- ED cXtAD F'MgSHED GRADE (16.00) o
RpP FT \ \ \ 7 S.Opf`
31 ~ PERMANENT POOL ELEVAnON = 4.0 3' WETLAND LIMITs
0~ M P MARSH VEGETATION BOTTOM ELEV. = 1.0 ~ E 6.
6' VEGETATED SHELF dt~'
jy \ N S~ ELEV = 4.00
BUTTON ELEV. _ -1.0 RpO~ F~.
8 S- Zp N Fj ` POND BOTTOM PROPOSED BULKHEAD ELEV. _ -1.0
N
P
V Q Q
3 N
m n Ot
N O
~ NTS
m n m
N O i N NTS
NTS T ---A qw
~Q C
dd C
T 2
N

4~; '~y v
~~n i ~
JP 1C ~ ~ r ///i N~
n 10 YR = 5.65 INLET ~ / ~ q 1 - / / Oqy ~ h = ELEV. - 4.83 \ ~ a, ~
~ ..iii = I R 5.65 \ 8" m W M INLET ELEV. = 4.00 \ ~ ~ ~ ~ / °o
WETLAND LIMITS C CLASS B STONE ~ ti ~ h COMPLETELY ~ ~ N
x, FOREBAY AR A TO BE PLANTED AS MARSH ~ 0 SURROUNDS RISER I I C,)W U
~,C~„ RIP RAP PAD ~ ~ ~ z TOP ELEV. = 4.20 PERMANENT p PERMANENT BARREL ~
XISTING GRADE 20' ATER SURFACE N aoM WATER SURFACE 3 - 18" CMPS ~ a
ELEV. = 4.0 E ELEV. = 4.00 I I y 4• 0 h ~ q,
EARTH WEIR ACROSS 5' - ~ END OF FOREBAY AREA ELEV - 6.00 - INVERT OUT = 3.00 ~ M, I I INVERT = 3.20 ~ ~ M
~ UN
~ flNISHED GRADE (16.00) 6" SCH 40 PVC TEE 3' a w p~` THREADED PLUG 40 PVC TEE co i ~ N 'LUG Q /
\ \ \ ~ PERMANENT POOL ELEVATION = 4.0 ~ Q Q / / o Q / ANTI-SEEP COLLARS TO R o N D ~ BE
d a~ Q Q Q \ ~ PLACED MIDWAY BETWEEN D ~ STRUCTURES ANO SPACED
BOTTOM ELEV. = 1.0 ~ MARSH VEGETAl10N . ~ OAF ~ 18" APART \ X57 WASHED STONE ,,ii{iilill/1t/ltttti
\ 6' VEGETATED SH ~ ~ s! ELEV = 4.00 THREADED PLUG WITH A a'
OA 1-1 2" DIA. H F / OLE 'LUG WITH ~ / / ~ DRAWDOWN DEVICE- P HOLE ~ • ~ / \ ~ ~ 6" GALV. STEEL PIPE •ti~
BOTTOM ELEV. _ -1.0 DRILLED THROUGH w 20UGH w & FlTTINGS, ATTACH ~ : O~
0 POND BOTTOM = ~ TO RISER O ~ J'O t~~ ~ _ Q Z;
ELEV. _ -1.0 PROPOSED BULKHEAD 17. `6W~ '~ci: ~ - ~ ter
6' MIN. ~ ~ 9.5 WEIR ELEV. 4.83 fir' Q' CLEARANCE
~ ~V. 3' ~ ` ~ ~ ~ ~
~'tt, iii`. I I till Nii
~ ( 3 - 18" CMPS 4" I{ -I
~ U N N ' ~ ' ~ 'J INV. ELEV. 4. ~ i _ .a N
~ M M g DRAWDOWN ~ ~ ~
NTS DEVICE ~ 0 N N 0. O O O
~ f` A DRAWDOWN SECTION A-A A ~ a
NTS DEVICE d
N CONCRETE BOTTOM AND TOP OF SRUCTURE ~
SHALL BE REINFORCED WITH ~4 REINFORCEMENT ~ ~
BARS 8" O.C. EACH WAY. REINFORCEMENT BARS o h NTS SHALL NOT BE PLACED CLOSER THAN 3" TO ANY ~ ri o W
= M EXPOSED EDGE OF CONCRETE. WALLS MAY BE ~ N ~ o CONSTRUCTED WITH 4" X 8" X 16" SOUR A ' V Y A ~
CMU'S OR GAST !N PLACE CONCRETE.
N
f 2
6 M~
MAX. HEIGHT
_ . . a.. 18"
,~~„e a w . .
CLASS "B" STONE B ' LENGTH AS NECESSARY
10 YEAR STAGE COMPLETELY SURROUNDS TO INSURE STABLE INSTALLATION
ELEVATION = 4.44 6" SCH 44 PVC PIPE, DRAW DOWN PIPING BERM ELEV = 5.0 BERM ELEV = 5.0 3 5' ~0
1~ FEMALE ADAPTER do 1 ~ PERMANENT THREADED PLUG ORIFICE INVERT TOP OF RIP-RAP WEIR TOP OF RIP-RAP WEIR ELEV.= 4.25 ~ r 3 ~a ~
= POOL ELEVATION = 3.0 6" SCH 40 \ ~ ~k FlLTER FABRIC ~ Q
PVC TEE _ : 16 PERMANENT.POOL~.-3.0). /i . - - ~ ~ ti
:1 51.0 BACKFlLL MINIMUM 2" X 4" 14" V POST
8" GRAVEL OR O COMPACTED SOIL O
6" SCH 40 PVC TEE 3 ~\\j~ . ~ O~ 1. FlLTER FABRIC SHALL BE EX1RA STRENGTH FABRIC Q Q ~ rte`,
THREADED PLUG WITH ~ HOLE DRILLED THROUGH DRAWDOWN DEVICE CAPABLE OF MEETING 50L6/UN. INCH. V
(DIA. = 3/4°) ~ B 2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF
BASIN 80TTOM ELEV.= -1.5 DRAWDOWN DEVICE - 0.3 GAL/SQFT/MIN. 8.
6" SCH 44 PVC SCH 40 PVC PIPE do FlTTINGS o~ 3. STAPLE OR WIRE THE FABRIC DIRECTLY TO THE POSTS. ` O
(LENGTH AS REQUIRED) ~ OV
A 20°X20"X3" THICK CONCRETE PAD 4. EXCAVATE A TRENCH APPROX. 6" MADE AND 8" ~ DEEP ~
SECTION A-A SECTION B-B ALONG THE PROPOSED UNE OF POSTS UPSLOPE / B OF THE SILT FENCE AND BURY THE BOTTOM EDGE OF THE ~
FlLTER FABRIC. BACKFlLL THE TRENCH WITH COMPACTED "V" ~prq,l
EARTH OR GRAVEL
UNDISTURBED SOIL S. INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE FOR THE NEXT RAIN.
6. REMOVE FENgNG AS THE DRAINAGE AREA IS STABILIZED,
NTS
NTS
~ ~ p
~ ~
SILT FENCE SHALL NOT EXTEND INTO
FOREBAY AREA TO BE PLANTED AS MARSH SIDE SLOPE OF DITCH
RIP RAP PAD TOP ELEV. = 3.20 PERMANENT TOP OF BANK -TOP OF BANK a
a
XISIING GRADE 24' WATER SURFACE ELEV. = 3.0 o:
EARTH WEIR ACROSS
1 END OF F~tEBAY AREA 5 EIEV = 5.00 ---ELEV = 5.00 ~
3' FlNISHED GRADE (16.00) 4 0
Z OPT F w w o
\j~~ ~ ~ ~ \ \ a ~ PERMANENT POOL ELEVATION 3.0 ~ ~ WETLAND LIMITS GE ~ w
6:1 SLOP .T SLOPE BOTTOM ELEV. = 0.0 £ 6. ~ oe ~ ~ a 511, O~ pt o v
ti MARSH VEGETATION . ~ \ 6' VEGETATED SHELF 2'7 Q~' .1 ~ rOA o ~ o 3• OX' a a N
~ 0 . ~COp ~ F @qNk w w
BOTTOM ELEV, _ -1.5 POND BOTTOM V ~ O w o
h ELEV. _ -1.5 w a w TOA CC. ~7 t- Y o
m co '~'k
8 m °w a 0 0
N O M o a 4 ~
N_
Ul
d A O ~ M ~
3 CV ~
M N #
~ ~ NTS N
O 3 NTS NTS
b
m M
N O
N O
y~ A
a tx
T
x
.M_, 4. ~ ~ ~ Ar ~ r
ri ~.~,v.r,. c rrTM 4, 4

'I
1~`i a~
w ~ ~ ry ^1 Oi
A h rN ti ON
w S ~ U U
B
CUSS "B" STOlff ~ o ^ti
10 YEAR STAG ~MP~1EI-Y SURROUNDS ELEVAT?ON = 4.33 DRAW DOWN PiG BERM ELEV = 5.0 BERM ELEY = 5.0 6' SCH 40 PYC PEE, 3 i' ~ 3 s. o ~ N
FEMALE ADAPTER do 1 ~ ~ i~ ~ ~b~ ~ I;M
THREADED PLUG ORIFICE INVERT TOP OF RIP-RAP WEIR TOP OF R~-RAP WEIR ELEV.= 4.21 POOL ELEVaTKMI = 3.5 6' s(&I 40 i~~ ~ ~
P~ TEE - /~~jh 8 PERMANENT POOL ~-4.0). ~ , o x U h
OR PS ~P'RP. & ~ o
;1 ~ i tiA R \ \
6" SCH 40 PVC TEE 3 PX ~ \ t~. ~ \
y~TM I f THREADED PLUG DRAWDOWN DEVICE SL~ ~ ~ ~ `~~0ullllu,~~t . 1 ~ \
HOLE DRIlLE6 THROUGH DIA. = 1 2" / B ( ~ )
q BASE ~ C~~ d'
BASW BOTTOM ELEK= -0.5 ~ DRAWDOWN DEVICE - ~ SCH 40 PVC PIPE do N
6' SCH 40 PVC FlTTINGS (LENGTH AS REWIRED)
A 20'X20"X3' THICK ~
CONCRETE PAD _8 ~
SECTION A-A SEC110N 8-B tf~l hll 111,,`,
NTS
~ ~ ~ ~ ~ ~
I I
~ M M n n
3 o W N N
!i - a 0 0 0 ~ a ~ n o ~ a ~
0
NTS m
R ~
O ~ Ey ~ f„
ti'r W = ~ ° a W ~ V Y ~ r Q Ul
O
O N
F
U
FOREBAY AREA TO BE PLANTED AS MARSH
RIP RAP PAD
TOP ELEV. = 3.70 PERMANENT
20' ATER SURFACE STOiG GRADE ELEV. = 3.5
EARTH WEIR ACROSS END OF FOREBAY AREA 3 ELEV = 5.0 t _ ELEV = 5.00
2.5' a FNISNED GRADE (15.00) \ o
\ \ ~ ~ ~ PERMANENT POOL ELEVATION = 3.5 ~ 1 WETLAND LIMITS
s:,
TTOM ELEV. = i.0 < 6:S ~-~E MARSH VEGETATION 3' VEGETATED SHELF PROPOSED RESIDENCE ON PILINGS ~ n
~ ~ ELEY = 4.00 Q",
ti~ BoTroM ELEV. _ -o.s ~~y t~^,, ~`r EXISTMIG GRADE 4' CON SLAB . v 1
POND BOTTOM PROPOSED BULKHEAD 3•~ ~
ELEV. _ -O.5 / ~ ~ PROPOSED FlLL AREA
~ ~ ~ 0~ ~ ~ ii~i~iii~~i~iii rii ~i D ~C
~ ~

~0 ~ ~ J
- NTS O V
NTS
i
NTS
i _n.., x _
fi p~ -.`Y
_o , ~ t ~ ~r
~ O
~ ~ m q
`,P~ y"
Y t' }
xx ~
i,i
106.00' a4 ~
ELEVATED WALK E _ '
- a J 2 s Q O
EXISTING GRADE F W 4ti
J~ ~ J C ~ Q Q ~
Q d ~ W ~
J Y ~
~ MAINTAIN MM~IUM 3' VERTICAL MAINTANI M~IIMUM 3' VERTICAL m 3 a ~
a W ~ a
a a vl ~ z
v N o F
M ~ W W ~
NOT TO SCALE F N ~.5 N 0 Z U
m N _ _
~ v~ ' ' p O ~
3 a w o ~ R ~ 4 M
o
M n 0~ s` zgy3 r
N O ~ ' N at fi ~
a t w I ~ _
"°a',
M n
N O N n .fir
w
~
4 .k
z
in
s«

N~ ah
w,~ WPM
h~ h ~N titih
Ory
Uw ~ d xU
0 M
-18.00' ROADWAY W l O ~N ~ ~ 'LS ev1
f 103.13 2.00' 8.94' Z J J Q WW w w o ~ tl ~ M a ~a o ~ UN
W Q Q ~ 4 ~ z i = ~ a O J v1
O (7 (9 J J Km ~ ° o
N O O O w w O w
F ~ ~ o y w w w ~ ELEVATION = tfi.00' EX~IING (MADE 1 ,~-~r~ 0 W
x w ` ~ \
ELEVATION = 4.00' TOP OF ~tKHEw ~ ~ ~ ~ ~A ~ ~ ~
6:1 ~ , c~N>ER La~E aF Row ELEVATE - 4.50 ~ ~ ~\\\~~,A~ , ~ ~ ~ ~ ~ 6. ~ AREA TO BE RECLAIMED ~ ~
4>~ \ ~ A\.~~ ~ ~ , ~ ti - Q ~
ELEVATION = 250' TOP OF RNA-RAP 5~~~ 3. ~ St 3'•~ ~ GA11A WETLANDS AREA TO ~ FlLLED ~f 0 0?~' ~ . \,A ~ . - ~ . ELEVATON - a.5o' No~At WATi~ !_EVa ~ \ ~ A~ ~ > ~ C!'
K ~ M~~ ti. ~ EXISTING GRADE ELEVATION = 1.00' ~ p
~ ~ ~v w h ELEVATION = 0.54' NORGiiAI. WATER 1E1lEt p o r v W
EXiSTlhIG ERP.TH EXISTING EARTH
nnn~ f
fORCEMAIN PROPOSED POWER LRIE
~ ~ ~ ~ i i
NTS q ro n
NTS 2 ~ U ~ ~ 3 a ~ 0 0
4 a ~
D ~ 4 ~ 0
n
q ~
O V kl ti ~ x ti
~~w=~o~ w C (V ~ O V ~ ~ ".l'
arUY~~q ~
0 0 N
r
18.00' ROADWAY-
8.94' 2.00' 9.00' 9.00' 2.00' 8.94' Q J O J ~
~ ~ o z
a ~ rc ~ J ~ Q ~ J
o w o RIP-RAP
w0 z w . Q ~ J ~ Q
W W W W W
w CENTER LINE OF ROAD . ~ ~ ~ Y~' PER i' ELEVATION = 4.50' VARIES YARIES 2' 14' DITCH DITCH SHOULDER STONE ~
6. ELEVATION =11.50' EXISTING SNORELMIE r r~` r r~
E o 3. y 14" PER FT
~`j X04 WETIMDS AREA TO BE FlLLED ~ I, ,~~`P ~ w EJOSTING GRADE ~,5 . EX PER Fr O EXISTING EARTH iV~\/~C~~/`~/~`~/~/~Cit~ .1 ~%~%~~%~~/~~~i ~V~~V~~V~~V~ ~j
,k:, ~ ~ ELEVATION = i.00' ELEVATION = 0.50' NOfNAAL WATER IEVE \/~~i Icy /~~/~~/~~/~~/~~i~'~~ii~i; ,r+ ~j ~j ~j /i /i ~v ~~~A~ V~ V~ V~
\f,\. ~ ~ ~
iii ~~/j /~1 / / /~/f %l~~/~~/); . SURFACE fi" ABC STONE
EXISTING EARTH ~0
- ~V
NTS NTS NTS
NTS
~ m
U a Q
O Z
F
ia.oo RonowAY o
116.00' 9.00' 9.00' 8.94'
0 119.00' J ~ ' a a W O O a W Q K U ~
3 = Z p J a C7 a D O
o w w o n rc g rc ~ ~ J W O ~ ~ W ~ ~ p 7 ~ Z W O O fU
b ro j ri ~ co p a o m O W wp w ~ o = SWALE ~ ~ o ~ 0 0
a v > > v + ~ ~ O p w Z W VATION = 4.00' TOP OF BUUCHEw 1i PER 1' W CENTER LINE OF ROw ELEVATION = 4.50' ~
c ~ z ~ ~ z ~ ELEVATION = 4.00' m - ~ O ~ o ~ ~ ~ W 3,• 1 ~
w i s oar ~~o ~f a
J c m m ELEYATION = 0.50' w ~ iiNG GRwE ELEVATION = 1.00' y ION = 0.50' NORMAL WATER LEVEL ~
M . ,:n:, u1 EXISTING EARTH ~ ' p
oN ~ a
O N 0 OPOSED FORCEMAN~ W
~ NTS N PROPOSED POWER LIE ~
3 o •e
to M Q
n Of N NT5 ~
Op ac
3
N i M
T N
O i N
O
T
~Q C
C
T
i
a. r.. ~ ~ _ y
00 ~ a ~ a, ~ ~ U
_ z n... ~::i ~ ~ ~ rj> ;
u _ ~e V,`_' ~ viii°. i~l,rei ~,rr i~ ~n~.'"'w°'R.~. ~

LINE TABLE LN"~ LENGTH BEARING LINE LENGTH BEARING LENGTH BEARING ~l{+r ~ G' op
L1 131.23' N 86'28'42" E L38 32.00' N 34'02'32" E L74 45.34' S 19'30'04" W G - ~ S Pti 11~tr \ ~6 8 SCH 40 PVC 9F N
L2 2270' N 26'47'20" W L39 19.75' N 44'55'10" E US 41.49' S 0797'41" W L3 58.92' N 24"37'25" E L40 15.52' N 18'40'39" E L76 24.24' S 1490'19' W DOWNSPOUT co ~ ~ a0y ~ h
YE4~fd L4 94.33' N 52'81'16" E Lot 24.29' N 41'02'28" E L77 41.22' S 395'23' W COLLECTION SYSTEM - p ~ .y y W cy ~
l5 27.93' N 15'59'13" W L42 5241' N 62'07'08" E US 17.74' N 87'48'08" W '
L6 52.03' N 14'19'31" E L43 55.29' N 85'35'10" E L79 30.55' N 39'47'23" W L7 16.27' N 27'05'28' E l44 43.90' S 87'33'45" E L80 37.89' N 39'23'21' W ~ ` - - `°4 4~ UW ~ ~
,1 L8 103.66' 5 62Y1t`34" E L45 46,34' N 89'2$'t5" E L$1 46.31' N 52`40'25" W REt R NT _
1100 R~ l9 69.90' S 00'44'46" E L46 19.66' S 88'52'24" E LBZ 28.01' N 59'37'40" W O ,pit, l~~ - Qua
~ S{~ UO 34.13' S 11'54'02" W l47 17.50' S 29'00'32" W l83 29.25' N 76'48'16' W 1 L11 77.52' S 49'08'23" W U8 13.53` S 47'36'20" W L84 3i.8t' N 84'59'00" W ~ ~ o ° G N
L12 36.51' S 11'53'12" E L49 19.86' S 26'30'11" W L85 30.47' N 76'29'29' W s ~ ~ so 2 I ~ ~ ~ 0
L13 10.43' S 63'57'50" E L54 40.08' S 50'53'52" W L86 25.17' N 85'39'16" W ALBEMARLE SOUND L14 38,Og' N 12'20'55" E L51 39.62' S 48'52'18` W L87 73.97' N 7542'54" W ~ 0• ,i~lr ~ l ~ ~
U5 56.73' N 04'06'55" E L52 46,49' S 41ti5'O9' W i-88 17.31' N 30'24'08" W , ~ , l
Lib 57.91' N 30'28'57" E L53 59.60' S 59'44'54" W l$9 29.28' N 38"19'12" E ~ & g o i ~;y ~
L17 31.48' N 55'35'01° E L54 118.96' S 34'28'32" W L90 58.05' N 00'09'18" W L18 34.31' N 78'29'14° E L55 115.39' S 08'41'39" W L9t 37,36' N 07'38'03° W 3) 50 LF 18°
L19 32.42' N 85'54'50" E l56 80.06' S 06'49'30" E l92 18.10' N 42'39'36" W ~r Op .gyp . ` ~F INV. iN = 3.20 , a~. 7.20 rtC ~ sy F~. V. OUT = 3.00 , uui?
L20 72.83' N 69'28'55" E L57 89.98' S 05'36'59" W L93 33.05' N 33'42'i2" W Q;r cj L21 L58 9 ' L94 ?'10'34' W a Ss S + ~,Q ` FF d ih T RETAINING WALL I.
N7S 61.44' N 6593'23" E 299.43 S 00 831 W 60.04 N 3 ~ ~ L22 51.84' N 56'48'16' E L59 213.73' S 1897'23" E L95 48.17 N 64'06'31' W ~ ~ ` ALONG WETLAND ~ ~,~~i A ~ ` uMiTS ®5.75. ; b
L23 43,01' N 28'45'21' E L60 170.43' S 30'33'28" E L96 29.54' S 8899'35" W G~ ~ t
L24 30.98' N O6'~'32" E L6t 133.35' S 6198'59" E L97 38.48' N 70'07'13' W ~ ~ - ~~e L25 41.73' N 09'38'03" W L62 78.14' S 7890'10' E L98 120.32' N 88°38'20" W 4d L2fi L63 4 ` l99 441 ' '4 '11' ~ ~ F'~ N tl:
72.16 N 16'57'39" W 48. t S 81'34'25 E 2. 2 S 75 5 W ~ O:
L27 60.83' N 1304'58" W L64 58,83' S 77'00'32" E L100 27.31' N 14'31'43" E L28 194.15' N 1992'27" W Lfi5 t5.i4' S 31'03'12" E Lt01 44.46` S 7294'08" W 7, ~ 6.DD ° 2.' 6.50 d 7.20
L29 21.04' N 05'44'56" W L66 56.07 S 53'34'29" E L102 27.25' N 62'05'13" W 6.00 S
L30 L67A L103 '1 " ~ 46.91' N 35'49'43' E 243.12' S 77'22'32" E 34.60 N 00'35 O E 7.20 ~ ~ 6.30 / ' nm~~t~~
L31 58.42' N 40'40'10' E 1678 104.36' S 26'21'06" E u04 53.12' N 34'06'57' W ~ L32 58.46' N 48'42'33' E L68 30.40' S 22'34'26" W U05 28.58' N 60'23'34' W 5, WIDE M~IR 6.20 5,70
L33 98.88' N 54'39°16' E L69 37.22' S 0395'42" W U06 47,02' N 23'13'22' W 05.14 .2 , 5.70 6.70 ~ ~ ~ v3i
L34 19.25' N 62'26'34' E L74 78.43' S 17'47'38" E Li07 3250' N 78'34'49' W L35 30.67' N 44'45'13' E L71 4230' S 02'18'22" W L108 123.70' N 41'54'26' W ~ , ~ 1 I
L36 31.50' N 62'07'32' E V2 11227' S 25'29'25" W L109 248.00' N (70$'47' E M 17 Z ~ O^f 0^i
L37 57.27' N 47'49'51° E L73 46.81' S 42'21'59' W L110 518.23' N 89'59'26" W f ~ ~ O O 6.40 ~ 5.7 ~`~tr Y 0
CURVE TABLE ' 7.24 6. ~ ~ ~ 1. A
CURVE LENGTH RAO~ts ,wcEN cwoRU BEAR~tc oELU ALBEMARLE 6.10 ~ ~i 0 9j,
C1 51.57 60.00 27.50 50.00 N1 1 W 4' P SOUND a ' ~°ti • Gy
WETLANDS TABLE -,c 6.65 Q F <W ~ x r B o s4 ~ ~ ~
LINE LENGTH BEARING 4 ~ a ~ o W
444-t 13.20' S 26'47'20' E ~ ~1• 1• 404-2 24,20' 71'4000" ~,0~
404-3 21.70' N 76'00'00" DITCH INV. = 5. p4'Q 3' Q 6.35 0 6.35 03x g
404-4 4x.56' 514'50'23' 404-5 48.10' N 15'51'55' E w DETENTION POND B r n PP ELEV. = 4FT ~ AILING wAll
404-6 74. N 7 ' T ALONG WETLAND ~i ~ t r LIMITS ®5.75 ~
r ~
UNE TABLE LJNE LENGTH BEARING SO
W1 7.00 N 25'00 00' W ,~tPNSt CttO`~ r
W2 21.00' N 10'00'00' E NOR~`PL r d~tr i. _
W3 13.00' N 26'00'40' E W4 39.23' S 49'22'10" W 1. r
L88 5. 0 6.
g1
v t ~
2~' 1. ~
~~1 ~ 3. ~ ~ RETAINING WAIL Z - 25 LF 8" CMP PROPOSED SWALE a LIMITSG 0 6.50 D
NV. IN 4.50 INV. = 5.75 4.0 ~
0~O v 4' Q~G INY. OUT = 4.40 ~ ~ r 40 LF 12' CLAP
r 0 5.70 INV. = 4.D 6.00 4
8' SCH 40 PVC ~ 6.20 20 '
WNSPOUT r CgD CT~N SYS 6. E WAY ~ , 'r, r1., 6.40
TYP} 5 9 i" 6 ~ ~ 6.25 AO r ~
r . 0 t~ ~ r ~ 0.4X SLOPES ~ w~R
r 6.55 ` V TCH 1NV. = 4.75 6.30 6.30 DITCH t ~ Q[ ~
COMMiON AREA TCH INV. _ X81 L94 . R W ~ Q+ . 5 P OPOSED S ALE \ r ~ V INV. = 5.75 PROPOSED SWAIE ' Q'`L,
r L93 w~ • / V NV. = 5.45 C~ ~
L92 6. 3~ ~ 4C~ ~ ~ o? ~ ~ E,,
r SS ,~0~~0 .60- r .70 ay~~G .60 OPOSED SWAB 1P~ 24~ DITCH INV. = 5.5 Q" tti,~
V. = 5.75 ~R ~C," HOUSE ~J t`~ ~ Q
J~Ii ! o° 6 ~4~P _ a0 ~ O ti
_ 6.90 t1 .90 'V
7.70 -~-_SEPTIC SETBACK
i 7.40 qN SWALE G INV.=6.90 ~M V
g, ~b ~ 6.60 tiG 7.50 50
r P _ _ 15 7.50 1,\
r 7.70 ~ . : ,
o ~ 6.90 G~
r ~ N SF-4~' .
~ i ~ 6.35 7.70 ~jJ` ~
0 i ~ ~ DITCH MIV. = 5.30 160 ppPR O~q~
TCH HP. = 5.75 r ~ ~~5~~
1.70 g, 1~, ~kf
,GG ~p 6.65
6. 0 gp . \ 41P ` DITCH INV. = 6.50 ~ 6 13 ah CS
o~ O 13 s ~,6ti
~ .00 - Co I'R
DITCH DIV. = 6. 6.40 ~ 6.95 .44 .70 >k5• , 5
r g5 7.55 0~ 6.
0•~ ~ r ~ 7.74 DS Vhf y N f~/l ~ 4Y CJ
r 6.90 LEGEND ~ o
p 6.90 ~ 6. SS N01ES: a ai (INCLUDES 04-26-06 REVISIONS) PROPOSED GRAVEL ~ ~
a t ~ r C C,~ i 0
C 1. TOTAL SITE AREA AFlER RECLAMATION: 949,131.66 Sf. 21.78 AC. w o z o TOTAL UPLAND AREA. AFTER RECLAMATION: 475,959.99 SF. 10.92 AC) AREA TO BE REGLAIMED a o ~ M o ( ~
r 7.10 ~ ~ V ~ ~ C7
~ 2. NAPERVIOUS AREA: ~ j ( ~ ~ AREA OF WETLANDS TO ~ FlLLED a o W TOWNHOME UNITS 44.550 SF. 9.40% m o W m ~yti ROADS. PARKING do DI6VEWAYS 96.561 SF. 20.37% - - - - - 404 8 CAMA WETLANDS LINE ~ ~ a ~ ~
6ry r ~ p0 ~ ~ I PO(X. & POOL HOUSE 1,344 0.28% ~ x ~ o o
/ - r o ~ OPEN SPACE 331.584 SF. 69.95% PROPOSED DITCH! SWALE ~ w o o TOTAL UPLAND AREA 474,039 SF. tO0.00% ~ m ~ o a rn a
TANJING WALL ALONG 7.70 7.70 ~ UAHTS 0 6.00 ~ S , 0
3. TOTAL AREA OF WETLANDS TO ~ FlLIED: 20,692 SF. 0.475 AC. ~ ? 0 ~ 0 BULKHEAD TO BE PERMITTED BY CAMA ~ Wo a a ~ ~ y U O C~7 ~ Z a W
4. CUBIC YARDS OF 404 WETLANDS TO BE FlLLED: 1,919.08'YDS. ROCK BREAK WATER ~ a ~ zo a 4 A
r 1" W ~ J ~ W 5. AREA ()F STATE WATERS TO ~ Fq.LED: 25,292.31 $F. 0.580 AC. -..o-- SILT FENCE m Q ~ ~ ~ <
r , ' ~ ~ ~ o W ~ a ~ 6. CUBIC YARDS OF CAMA SHORELINE TO BE RECLAN~O ABOVE NORMAL WATER LEVEL• NONE AS REVISED ~ z ~ ~ z ~
~t~l~ - r G ~ r UPLAND RETAMI9~ WALL w w a a~ a 7. CUBIC YARDS OF CAMA SHORELINE TO BE RECLAl1~D BELOW NORMAL WATER LEVEL: NONE AS REVISED ~ ~ N ~ z ~
SON ~b ~ ,~,p~ ~ FLdiFli DIRECT~N a = p o ~ ~
N I , p0 pp ~ S. LENGTH OF WOODEN OR VINri BULKHEAD: 1,810.52 LF 7.00 ~ o ~ a o z PROPOSED C~iADE ~ ~ ~ p o 0
~ 4~~ © - r ~p ~ 9. LENGTH OF ROCK BREAKWATER: 674.34 LF ~ o ~ ° ~ o
p ~ r p fi failSTNVG CONTOURS °a ~ ~ ~ ~ °a 10. TOTAL DISTURBED AREA: 469,836.22 SF 10.78 AC. ~
Q ? Qp4 it. SOIL TYPES: ROANOKE do CHOWAN SILT LOAM ; CAMAWET~NDS ~o
~ ? ~ ~ t, D o ~ n ~ o 12. TOTAL NUMBER OF UNITS: 18 ~I~tr 404 WETLANDS ~ o o ~ e
a ~ r ~6~ 3 ~ 0 r0 \ N N N A
ti ~ ~~~I~ i3. PERCENT IMPERVIOUS AREA WITHIN UPLAND POR11(1N OF 75 AEC: 31,657.10 SF = 18.00% AREA OF RECLAMATION REVISION ~ o ~ o+ o (18.00% OF 4:04 TOTAL ACRES OF UPLAND AEC}
~t 1, '
- _ ~ ADD1T1dNAL RECWMAT1dN IMPACT: 1921 SF = ~ _ _ _ _ _ _ _ 14. AREA OF CAMA WETLANDS TO BE FlLLED: 435 SF 0.01 AC. cv ~ <
ADD1TidNAL BULKHEAD: 1fi5 LF 15. AREA Of 404 WETLANDS TO BE FlLLED: 20,692 SF 0.475 AC.
~ ADD{TIONAL RIPRAP: 68 if fi ~I~1~ 6 ~1~G - ~I~I, 'r 16. EXISTING sHORELINE WAS TAKEN FROM SURVEY BY HYMAN AID ROBEY o6-22-2003 CHECKED WITH AERiAI GRAPHIC SCALE
- _ - v PHOTOGRAPH. ao a 15 ao eo
a , P4' o ~ '1h 17. EXISTING CONTOURS WERE TAKEN FROM uDAR ELEVATIONS N.A.V.D 1988.
~ '0I, 1C. 4U4 WULANU LINL I-KUM A WLILANUS UtUNLAIIUN MAP NKLFAKt.U UT IITMAN ANU KUULT UAILU UL-79 2004.
IN S)
dal/ 1 inch = 30 M
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i + i
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y
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0
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N
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Q
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n
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N O a 3 ~ x
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UNE TABLE
UNE LENGTH BEARING UNE LENGTH BEARING LENGTH BEARING L1 131. 3' N 86 '42" E L38 32.00' N 34'02'3 " L74 45.34' S 19'30'04" W ,III, ~ ~ ~ ~ ,III, _ ~ s•
L2 2.70' N 26'4720" W L39 19.7 ' N 44'55'10" L75 41.49' 071741" W 5 ~ 8" SCH 40 PVC ~ 9 I °p 1 DOWNSPOUT ~ ~ Fc a ~ J ~ Oq y ~ h
I L3 .92' N 2 '3725" E L40 15.5 ' N 18'40'39" E ll6 24.24' 14'10'1 " W COLLECTION SYSTEM " - ! S , ~ y N M
YEOPIM L4 94.33' N 5251'16" L41 24.29' N 41'02' 8" E L77 41.22' S 39'35'23" W ~ RIVER L5 21.93' N 15'59'13" W L42 .41' N 6'07'08" L78 17.74' N 7'48'08" W ~ ~ $ . ~v
L6 2.03' N 14"19'31" E L43 55.29' N 85' 5'10" U9 30. N 39'4723" W ~
L7 L44 L80 \ 76. T N 2705'28" 43.90 S 873 '45" E 7.89' N 39 3' 1" W ' l8 103.66' S 62'01'34" L45 46.34' N 89'28'15" E L81 .31' 52'40'25" W ! D , ~W ~ ~ ~ R T ,III, ~ ; s ; ~ ~
1100 ~y l9 6 .90' 00'44'46" L4fi 19.66' S 8 52'24" E L82 28.01' N 59'3740" W ~ ~ 1 ~ ~ ` i ,III, ~ L , ~ ~ ~ ~ ' ~ ~ I gi. ~ o
0 SATE L10 34.13' 1154'02" W L47 17. S 29'00'32" W l83 29.25' N 76'48'16" W ~ ~i i i ~ ~ ~ q
L11 77.5 ' 09'08'23" W L48 17.53' 4736'20" W L84 31.81' N $4'59'00" W r' L12 .51' S 1153'12" L49 19.88' S 28'30'11" W L85 30,47 N 76'29'29" W - ~i~ ~.DS ~ , ~ p by i
~ ~ ~ a L13 10.43' 35750" E L50 40.08' S 50'5 'S2" W L86 25.17 N 85'39'16" W ~ ~ ~s A~ ~ `Z? \ ~ \ ~ ~ M J ~ ~ ;0 ~ t O F
AU3EMIARLE SOUND L14 38.p8' N 12'20'55" E I51 39.62' S 4852'18" W L87 73.7 N 75'42'54' W ~ DS , ~ L15 56.73' N '55" L52 46.4 ' S 41 ' 9" W L88 17. 1' N 30`24'08" W ~ ~ ~ ~ ~ , , ~t ~ _ ~ - ~ rV
L16 57.91' N 30'26'57" L53 59.60' S 59'44'54" W L89 29.2 ' N 19'12" ~ ^ \ ~ t ~ \ _ . i S ~ ~ p •
L17 31.48' N 55'3 '01 ` E L54 118.96' S 30'28'32` W L90 58.05' N 00'09'18" W ~ ~ ~ ~ ~ EB ~ ,bS ~ _ 0 4.20 _ w. ~ ~ y 05
L18 34.31' N 78 9'14" E L55 115. 9' S 4Y39" L91 7,36' 7 '05" W _ L19 L56 I92 r. 3 .42' N 8554' " E S '49'30" 18.10' N 42' 9'36" ~ ~ . , - Op .~pC ~ ' " WATER R.
L20 72.83' N 6928'55" E L57 89.98' S 05'36'59" W L93 33. 5' N 33'02'12" ' • ~ ~ _ - - - - - _ . . 7.20 5~ UAl TY ~ ~p~ _ - - - _ y ~ C 3 ~ ' ~ " AND ST ~ a r - ti Q ~ r
N L21 61.44' N 6513' 3" E L58 .4 ' 0078'31" W L94 60. 4' N 3710'34" W ` ` ' ~ SS I5 ~ ~ ky. 'O~j. ~ J ~ ~ ~ INING WALL ~ ~n. r ~ ~ ~ ~ ~ ALOac wETLANO P r,~
L22 51.84' N 56'08'16" E L59 21 .73' 181723" L95 48.17 N 6406'31" W ~ ~ 1~ DS ~0~, L23 43.01' N 28'45' 1" E L60 170.43' S '33' 8" L96 2g.50' S 8819'35` W r~ ~ ~ , ~ ~ DS A f' ~ LIMITS 0 5.75 v:' ~ r 0
giro L24 30.98' N OS' 2" E L61 133.35' S 6118'59" E L97 38.48' N 70'0713" W ~h'~ ~ ~ A h . . • O DS r,~, DS ~ ti : ~ ~ ~ y. ~ a:
'°a; L25 41.73' N 09'38'03" W L62 78.14' S 7810'10" E L98 120.32' N 88'38'20" W ~ L26 1 ' 1 " W L63 .41' 1' 4' L99 441 ' '4 ' i" ' ! 7 6 N 657 39 48 S 8 3 2 2 S 75 51 W , ~a ~ a ~ r.
L27 60. N 13'04'58" W L64 58. 7700'3 ' E L100 7.31' N 1431'43" E r ~p, 6.50 ~
L28 194.1 ' N 1912'27" W L65 15.14' S 3103'12" E L101 44.46' S 7210'08" W r' { 7.20 ~ V: 7.20 - _ _ 1 ~i
L29 1.04' N 05'44'56` W L66 56.07 S 3'34'29" E U02 7.25' N 6 5'1 " W i ~ `mow°.:. L30 L67A 4 .1 ' L103 a~ 46.91' N 35'49'43" E 3 2 S 7722'3 " 34.60' N 0035'10" E ? x ~ 6.00 / 5 0 ~ ` 5O 6.34 `,gyp 7.20 « ~
I31 L676 1 S 26'21'06" E L104 ` 58.4 ' N 40'40'10` 04 36 53,12' N 34'06'57' ~ r ~ ~~s WAS ~ _ ~ ~ ONE
I32 58.46' N 48'42'33" l68 30.40' 22'34'26" W L105 8.58' N 6023'34" 5, ~ DS r° ~ DE WEIR ~ L33 98.88' N 5439'16" L69 37.22' S 0315'42" W L106 47.02' N 2313'22" W 0 5.14 s ~ ~ ~ 6.20 - 5.70 ` •2 ~ o N ~
L34 19.25' N 6'26'34" E L70 78.43' S 174738" E L107 32.50' N 78'34'49" W 6.70 5.70 r DS ~ . N a
L35 30.67 N 44'45'13" L71 42.30' S 02'18'22" W L108 123.70' N 41'50'26` W ~Y i~ Q ~ M r~
L36 31.50' N 6 0732" E L72 112.27 S 25'29'25" W 1109 248.00' N 1708'47" L37 7.27 N 47'49'51` E L73 46.81' S 42'21' 9" W 1110 518. N 89'59'26" W ~ 1 ~ n n r ~ -i ~ O W N N
3 . ~ ti o 0 6.40 s~ _ i 5.7 ,I I I i ~ y 0 / 2. - 6. ?
CURVE TABIE 7.20 a~ LENCTH R"°n's ANGELA aloau eE~RN+c oELU ALBEMARLE ~ W ~ 6.10 ~ ~i 0
C1 51.57 80.00 27.50 50.00 N15'S '17'W 49'14'55"
DS SOUND ~ ~ _ i # ~ ~F Q ~
WETLANDS TABLE . ~ ~ ! 6.65 UNE LENGTH BEARING ~ ~ ti' ~ 'ti:J.. ~ 't ~ 7k y O "r [ ,
3• ~ ~ 404-1 13.20' S 26'47'20" E
404-2 20.20' S 7100'00" E ~,0~ ,a?i~ 6• 404-3 21.70' N 7600'00' E DITCH INV. = 5.30 - - 6. 3~ ~ ' ~ '
. a 35 0. 404-4 44,56' S 14'50'23" E ~/,r~ •0 3~ _ 0~11_NIiON POND, 13„ $
~ ' 404-5 48.10' N 15'51'55" E P ~ - _ ~ ` FP ELEgI. = 4F'f RETAINING WALL ~ ~ ALONG WETLAND ,III,
404-6 74.30' N 7925'57" W Q , ~ ~ ~ / ~ LNNTS 0 5.75 ~ ~ ~
~ UNE TABLE ~ 0~ E , i i~ - r ~
UNE LENGTH BEARING , ' ?e ; ~ •[0 , ~ v ~
Wry ' 51'~OVA4 \ \ 7. N 2500'00" W • , P~ ~ \ i ~ ~ ~ i~
~ 1.00' N 10'00'00" 0~' a ~ N \ \ jai r W3 13.00' N 2600'00" E ~ ~ \ \ ~ ,III,
W4 39.23' 09 '10" W j ~ ' Y .y, ~ ~ ~ ~ 1. 1 1 J/ _ 5. 0
. L88 ~ ~ `G--~ ~ 6.
i \ _=1 i ~~r ~ b i , / i /V ~ / f
~ • ~ 1 r ~ ~ ~ ~ ~ ^J ~ i,
~ RETAINING WALL Ic
1 ~ 4' P~ - T ( 2 - 25 LF 8° CMP ALONG WETLAND PROPOSED SWALE a LIMIT'S A 6.50
y A ~G ! ~ r ' 1 INV. IN = 4.50 INV. = 5.75 A f , INV. OUT = 4.40 - ~
1^_ I \ ~Q: \ ~ ~ \ i - ~ -
~ i \ \ ~ 1 1 5.70 6.00 ti
8" SCH 40 PVC ~ ' , 6.5 ~r r ~ ~ t ` DOWNSPOUT ~ ~ 1 ~ ` / . ~ 6.20 20 ' h~ ^V
COLLECTION SYSTEM ` ! ~ ~ ~ i ~7.:= E WAY-~ \ ~ . rr~~C ~ ~ r ~ 6. I V l~ C[ - 1 6.00 ~ l\
6. > ' 6.00 - _ - - ~ "1 ``ti ~y ' 6.25 ~ ~
~ ~ - ~ ~ ' o:4z sLOPE ~ ~
, ~ DIT MV. 4.75 CH corl~aoN aREA _ - ~ ~ o DITCH I ~ Q ITCH MV. = 4.75 - ~ 6.30 6.30 . 5 PROPOSED SWALE PROPOSED SWALE ` t
_ ~ X97 ts4 , L93 \ ~ ~ o~ • J,+ • INV. = 5.75 INV. = 5.45 ~ q ^ti
a ~ ~ ~ • 6 , ' ~i` ~r _ - _ _ ~ _ / ~ ~V off' ~l ~ - q * ~
G ~ o.. ,
SS. ( .7 y\~ ~ / rl 6.60 m r i` 16z?4 24x40 IT H - ' D C INV. - 5 5 ^V 6.60 PROPOSED SWALE ; ~ . = POOL, POOL _ ~C ~ ~y,,, INV. - 5.75 ~
/ • . HOUSE. _ Q v~ II r*
r A ~ ~ ~ I _ I „ , . _ - ~ ' / i 50' SEPTIC SETBACK s.9o . ~ ~ ~ ~ , ~ ~ q ~ ~ -
' 7.70 _ / ~ I ~r ~ ~ ~ ~ ~ ~
f € ~ 7.40 CIN SWALE .90 ~G / ~ ~ / i , ~ - _ INV. = 6.90: I- 6.55 1y 9~ ~ ~ ~ ~ I C~ - ! ~
~ - ~ ~ 1 ~ ~ ~ ~ 6.60 7.50 ~ P
/ ~ ~ ~ ~ ~ ~ ~ 5~ 7.50
O~ ~ ' W ~ 7.70 ~ t - ~ ~
~ a ~ o 6.90 \ t
, ~ ~ k . ' SEP ~ 4~ ` ~ ~ .
~ ~ 6:35 _ 7.70 / ~ _ ~ - / - - ~ ~
o ~ ~ ~ - DITCH INV. = 5.30 D ~ q~ _ _
DITCH HP. = 5.75 , ~ DS / , ' .70., _ _ 6.80 ,3'' ~ _ _ ~ 4 DS ~SDNG
jet ~ A~ / ~ aR~ME
r ~ i ~ i P`~ - 6.65 r ,
1 ~ ~ ~ 6. I ~ ~ ~ \ ~ , TCH MY. = 6.50 ' ~ 1 q5• t SJ
~ ~ 2°' ~ ~ av' i 13 ~ ~ ~ I ~ 13 ~ V6 . _
- DITCH INV. = 6.20 ~ ~ . ru - _ _ _ _ . 6.40 ~ 6.95 r , pRppO~ sN ! ORf(tNE
~ ~ t ; ~ ~ ~ - ~ _ 00 ri'r 55 6.70 ~ ~ . - ti ry
' - 7, ~ ~ ( OPE 6.50 ~ - 55 0~~~ ~ ! N ~<V ~0
~ ~ 1 7.70 0l DS ~r',~ ~ ~ i _ ~J~ r , U
! i 6.90 i ''a, r ~ ~
r ~ o v~ S ~ Q 6.90 ~ 6.50 S ~ ~.~1 y . ' ~ _ ~ ~~0• NOTES: y J
"a r; / ~ 1 ~ ' ~ ~ ~ DS r ~ f • 1. TOTAL SITE AREA AFTER RECLAIMAlION: 947,210.66 SF. 21.74 AC. LEGEND ~ Z
j r I , x (TOTAL UPLAND AREA AFTER RECLAgAATKMi: 474,038.99 SF. 10.88 AC) w a g
' ~ J ! t 110 - i ! ~ i . 2. IMPERVIOUS AREk w v TOWNHOME UNITS 44,550 SF. 9.40% ~ PROPOSED GRAVEL F a
i r ROADS, PARKING do DRIVEWAYS 96,561 SF. 20.37% - w c ~bti POOL & POOL HOUSE 1,344 SF. 0.28% _ ` AREA TO BE RECLAIMED ~ W
I t ~ z ~ OPEN SPACE 331.584 SF. 69.95% - ~ Y z
i i ~ / ~ / I RETAINING WAIL ALONG 7.70 ' TOTAL UPLAND AREA 474,039 SF. 100.00% T 1 1 _L_J__ ~ AREA OF WETLANDS TO BE FILLED ~ O ~ Fv
l I i ~ ~ ~ .7.10.. } ( ~ ~ ( WETLAND UMITS 0 6.00 r ; , ~ g ~ ~ ~ ~ _ , 3. TOTAL AREA OF WETLANDS TO BE FlLLED: 19 526.Q8 Sf. 0.448 AC. w m ¦ ¦ ¦ * ~ 404 8, CAMA WETLANDS LINE ~ o ~
i 4. CUBIC YARDS OF 404 WETLANDS TO BE FLLED: 1 928.04'YDS. ° ~ ' - • • • -PROPOSED DITCH I SWALE w < Q
'11 1. ~ ~ / / % ~ ~ ~ ! / / ` _ 5. AREA OF STATE WATERS TO BE FK.LED: 24 494.33 SF. 0.532 AC. m o
7 Jr I 1 ~ ~J~~~~ ~\~J i ( ( r - pyi . _ 0 0 0 0 • BULKHEAD TO BE PERMITTED BY CAMA ~ a
~C,\ ( / ~ e,± _ ~ , / 1 1 s 6. CUBK; YARDS OF CAMA SHORELINE TO BE RECLAIA~D ABOVE NORMAL WATER LEVEL: 5,594.12'YDS, o w ROCK BREAK WATER ~ z
N ~ ~ ! / ~ 3' ~ / / , ; 7. CUBIC YARDS OF CAMA SHOREIJNE TO 8E RECLNMED BELOW NORMAL WATER LEVEL: 573.75'fDS. w ~
m ~ ~ ~ w i / ~ f? / ~ { ~ SILT FENCE m o 8. LENGTH OF WOODEN OR VINYL BULKHEAD: 1,675.35 LF ~ _ o ~
9. LENGTH OF ROCK BREAKWATER: 670.50 LF -a'- UPLAND RETANING WALL ~ o w
~ DS / / ~ ~ o 10. TOTAL DISTURBED AREA: 469,836.22 SF 10.78 AC. FLOW DIRECTK)N Q ~
~ \
m ( v- V ~ ~ $ e ~ ! I \ 11. SOIL TYPES: ROANOKE ~ CHOWAN SILT LOAM 7.00-~ PROPOSED GRADE
~ ~ 6k ~ 12. TOTAL NUMBER OF UNITS: 18 - - - - EXISTING CONTOURS o
~ ~ ~ / ~ € ~ ~ _ ° A 13. PERCENT OF IMPERVIOUS AREA WITHIN UPLAND PORTKNI OF 75' AEC: 31,657.10 SF iB.OOX n
w ~ ~ (18.OOX OF 4.04 TOTAL ACRES OF UPLAND AEC)
_ ~ I ~ 1 N 1I X11 - _ ~ O _ _ - - - _ - 14. AREA OF CAMA WETLANDS TO BE FlLLED: 7,711.25 SF 0.177 AC. ~
j 15. AREA OF 404 wETLANDS TO BE FLLED: 11,814.83 SF o.271 Ac. GRAPHIC SCALE
V1 M 16. EXISTING SHORELJNE WAS TAKEN FRt3Nl SURVEY BY HYIAAN ANfl R08EY 08-22-2003 CHECKED 1W1H AREAL 30 0 15 30 60
n ry O / PH070GRAPH.
~ w° 17. EXISTING CONTOURS WERE TAKEN FROM LJDAR ELEVATIONS N.A.V.O 1988.
- . al _ ._,-.r
18. 404 WETLAND LINE FROM A WETLANDS DELINEATION MAP PREPARED BY LAYMAN AND ROBEY DATED ( IN FEET
n v. 02-19-2004. 1 inch = 30 ft
N O / N ~
O
G /
E
a 14
e yy - r u u
MA~WWRW
,wQ i
I

' - _ 11 ~P I
. ~ ~
/ D
1 , ~ 5. 0 ~ 6. ~ N ~ I ~ ~ ' r ~ A bo o,
~ r yy wNM
e ~ N YEOPIM ~ _ ~ ~ ' °0 ~ RIVER ~ ~ , ~ ^I ~I~'Y 00 , 0 ~
v ~-~f \ AINING WA ~ _ 0 ~ i C
,3 ~ ~ LL - , ~V ALONG WETLAND TTED B GAAIA T REL ~
~ e LIMITS 0 6.50 i' ~ BOAT RAMP TO BE PERMITTED BY CAMA • • 4. ~ - ~ DITCH INV. = 5.40 \ ~ ~ 1100 ¢~y ' J o M
r / ~ r ti SITE y i~
6.00 , / / ~ - I = 5.65 ~ - ~0 ~h y~ ~ ~
. 6.20 20 ' DITCH INV. 5.25 f- Acv C ~ ~ ~ M • s°~r ~ U ~
ONE WAY-a~- 6.00 = ~ ~ °P, ALBEAIARLE SOUND t~ I ry °~a ,
. g 5.50 6.00 t1 ~ AgOp ~ ? o
. 0:4z ~ ~ -
- - J~' DITCH INU. - 5.25
PROPOSED SWALE PROPOSED SWALE INV. = 5.75 fNV. = 5.45 ~ ~ 5.50 = ,•`1 1111111,1/
i ~ ' ~ N15 a/~t ~i
40 LF 12" CMP ~ • 16: V: ~
16xp4 24x40 DITCH INV. = 5.5 INV. IN = 3.70 POOL. POOL ~ - INY. OUT = 3.50 ~1I(~ ~ r:
NOOSE, ` \ 4.0 ~ S DETENTION POND D ~ °G: z:
\ ~ , ' ~ PP ELEV. = 3.50 a' ~ 0. ~,Pr Q;
i \ ; ~ ~ .90 RETAINING WALL e
ALONG BACK OF ~ _ ~ ~ DETENTKIN POND r- „ ; ~ s t,. 1 1 111,,,
i 0 4.0 , - .O 1' WIDE WEIR ~I ~ ( i
' , .50 3s ~ 0 4.21 ~
- 4.0 ~ N N ~ ~
- ~ _ ~ , ~ ~ ~ ~ 5.50 i t i w ~ M M
~ ~ ~ RETAINING WALL n ~ / p W N N
~ ~ ~ 75' fO~q4~~G WETLAND ~ - ~ ~ ~ ~ ~C LIMITS 5.50 1 h O ai d ~Q~' M ~k q. iY.~ i~
~..__-h~.Q 90 ~ ` \ .4q I I ~ . _ A~ EXfSDK A ~ 4 ~ G ~EUN p
O ~ , 160 APpR ` ~ , S( I i k1 q ~ - ~ ~ 4 ~ ~ ~ _ E X28 N
~ fkj ~ nk S - \ _ _ G - - ' 5.70 ( ~ ~ ~1 (i Sk _ . 4 p
~ ~ ~ ~ o~ ~
~"r. i 1 ~
~5s 11 I I~ .50 f- ~ r - , A U x ~ q v, ,~5. s
. _ to , i~fC ~ $
PROP ~ . ~ ~ ~ ~--,.~'x1-s • - _ _ - -i ~ .yc ~ ORS ~ ~ I / ~ ~ ~ _ ~
~ ~ _ _ 1 - ~ 1 C-`~ ° ~
h 0 - ~O ,tsv ~ A O~ r ~ _ ~ ~
0 j~ I ~ ~ 9~~la 0 U ~ g i^ e
~t~f~ _
s
aN swALE ~ ~ ~ o=~ `o s INV. = 5.20 ~ ~ , ~ ~ I ~ ~
~ i ~ ~ _ r, ~ _ 8 a r ~ ~ xs
I 4$+~`~ w, \ 1 gyp, ` ~ . ~ ~ !
I ~ ~ ~ ~
w~ al} s ~I =
_ r, ~ 1 ~ \ ~
- I I
1, 1, , "5:20 `',,RS 8' SCH 40 PVC •p~, DOWNSPOUT Q
, GOklECTION SYS _
qF ~ ~ \ S r ~rn') ~ v~ qFc , ~ ~ . ~ ,1~1, - \ q, ~ i r . ~ ~
I - 1 ~ ~ ~ ~i v . ~ i i
I _ ~ f Ln
f I I J 5.x/0 ~ ~ ~ , r~
V ~ ~ _ ~ ~ ~ ~
~I I I f. 1 DS ~ I, s 20 q
s ~ V ~ k ~ ~v
_ k55. N ~ k I
1~ 5.10 1 DS _ ~ ,`s.20 '1,,, """111 © `I
- , ~ ' 1 r ~''[~~ll;, ~ i~ f tA~ ~ V l~ 0 O
EaN swaLE` t ~ ~ a o iNV. = 4.75 ~ ~ ~ ,'6.20 ~ ~
~ - q _ _ , ~
i^ ~ TCH MV. = 4.55 1
6.1 0, 5:70 ° ~ R ~
' ~ x~ ~ ,
r _ . .w , QS~, 'r ~ ~ ~ ~ ? 1 t. _ ~ ~ ,
aTCN INV. = 5.0 _ . ~l i;`, 5.0 ~oF ~~.~~n~ i' 6.10 ~ ~ ` i
4 g.: ' ~ ~ i 4r ~ ~1 rj ~ t
• .00 ' o ~ 1, ~ t\ i A 1, / \ \ ~i
~Sj ~b.7D ~ ~ ,
h = 6.O~r 5.70 5.90 ~ r DITCH INV. 4.+5 i ~ ~ w w
5.30 ~ , - - r DS _ \
"a \
~ ~ } ~ ~ S ~ ~ 1 1. 1
i _ _ ~ ~ ~ ~ 5' WIDE WEIR 40 LF 12" CMP ~ k ~ ~ ~ ~ 0 4.25
- . ~ INV. IN = 3.80 ~ I ~ ' ~ 1 •
- .1~. h w;r INV. OUT = 3.70 ~ ~ 0.4~ SLO~~' ,
' ~~~"`°ak t'' ~ss e ~ i.~
e , i :7~ r,, „ ~ - 'r ~ 2 r ~ ~ ~ J• ~ ~ ~ ' y ro
y yr i a - `
h ~S+l' ~~W ~ .~4~ "file ' .++i._
~ ^i. , n J " e# ~ ~ - ~ \ ~V ~ 0N0 ~ Y / \ \ 1 ~S~ 3.0 ~
c~ i ~ U
: ~ A ~1 Q W ~ i \ ~ ~ Q
° ' . ~ ~ - V ~ ~ \ ~ ~ ~ - W !t ~ ~ ~
x w~, \ ` \ k i ~ l \ \ ~ ~
t ~ i e: lt' W ~ t,\ \ ~ Y Z
.M~`~ \ ~ \ ~ J 0 ` \ \ \ W m 0.
,g - g e~ 1 ` k ( i ~ ~ \ W
r~l'~`~ Y ~1 < ' , O W ~ ~ i ~ O ~ 0
t ' - \ LEGEND ~ ~ \
~ ~ 1 k j i ~ ro Q
cG *~"A•• ~ L PROPOSED GRAVEL ~ ' ~ ~ i I ~ t- - ~ z
1'f pN - . + Q ~ W a, AREA TO BE RECLAIMED ~ tr O
_ . 1 ~ v Q i
~ ~ =[:-1=-[ I I ~ ~ 1 J AREA OF WETLANDS TO BE FlLLED • ~ o ~ ~
p {p 4 e A L' + • ~ ~ ~ 404 & CAMA WETUWDS LINE ~ ! ` \ ~ O \ \ o ~
G ~ ~ \ \ a ; \ \ 'j - -PROPOSED DITCH t SWALE \ ~
N ~ . p O N \ \ f \ , I \ ~ I \ , 1. ~ t
? ? ? .a 0 0 0 0 • BULKHEAD TO BE PERMITTED BY CAMA \ \ 1 ~ ~ ~ ~ \ j 4 .t I O vv ~ I o Q
N ROGK BREAK WATER ` 1 ~ ~ ~ k ~ Q i / f ~ N
W N \ \ ~ r~ I ~I \ ,
SILT FENCE \ ~ ' k i I \
UPLAND RETAMING WALL \ 1 ! ; ~
5' M GRAPHIC SCALE _ f , ~ FLOWOIRECTKXJ ii i i~\ ~ , ~
n 0 7.00-~ 30 0 ~s 3o so . ' i 7.00-~ PROPOSEOGRADE / i r~
5 ' _ i" i ~i i ~
' ~ i i r~
- - - - - - EXISTING CONTOURS
m ( IN FEET )
N 1 inch = 30 ft.
c . 1
K
d C
N
r. JIM&

PREY OS
DRIVE C1 N ~
YEOPIM RIVER NOW OR FORMERLY boy ~ h
MICHAEL BROWN ~N~ / , ~ ~ ~ ~ ~
~ .b;~~ ~ ON J~ ~ ~ i. UW ; ~ ~
Rey SiOO O`'Q
SI ~ ~i~~4 Z~Q~ ~ J oM ~,~w
1 WETL,grypq ~ ~4lITY s` c ~ N
ALBEMARIE SOUND ANU BTQfp~~ o ti
A~ ~ ~M ~ dEMPORARY GRAVEL ~ ~ U
J. ! , CONSTRUCTION ENTRANCE ~ ~ ,y
32 _ ~B~ d SEE DETAIL F 34 ~ ~ o
N75 ~
r ~ ~ o'' '
J ~ tip„ - y
~ y. Y: a:.~:
f ,
1 ~ o~ ~ ~ ? ~
,IMI! qx q-.. f
~ 4
~ r~ ruoi~~N~
,111, ~ ~ 3 3
- 1~ ~ ~ to m
ALBEMARLE SHORES i 0 ~ M M ~ n n
SECTION II ~ i P.C. 1, SL. 165D ' , ~ O W N N ~ O O
(RESIDENTIAL) ~ ~ ~ Q ~ o i' a 4. ~
~ ~ 4 ~ o
l iI 1 ro
I' 33 0
I~~ ~i~ .off
i rr W = o W 4 fV ~ O V M ~ ~
111, q~UY~i~q ~ NOW OR FORMERLY
; PRESTON DUNPHY ~ $
t Ii ,111, ppN Cf H
z 11 ;
o ~ ~ g
I ~ ~ ~ t ~ U
~4~1~ > ~ - ` `
~ !r / J
1I t
I ~9` ~ h.~. 1
^P ~ ' - / /
/ ilii ~ '
L'Da ,1~1~ / /
,1~1, _ / is /
oPOSED ( rC R~
,~o~ ,1~1, ~ BRIDGE 1 ^ti
- / 106 1 ~ Cs '~~e"
r"' m ` . . V ~
0 Q v1 ~ 1,
o 1 ~rR 0 V
~ , o~' ~,3 ct ~1~1, ? Q ~ - \ ~ ~
,~I?, - ~ 0 0 - ~ ~ q
~ ~ ~ ~ ~
_ A ~ - ~ ~ ~
W ~ ~ ~ ~ ~ o~
~j i ~ 1 ` (li i ~ ~ ~ o o v
\1I1! i
111/ q
i
,1~1, 0
Q = ,ili,
,1~L - ~ ~~o
,il~,
~ ti
~C I `'e e ~ BULK HEAD

<9
J• $ 1
8" SCH 40 PVC Fp DOWNSPOUT
- ' - COLLECTION SYSTEM - - S ~ ~
TYP ~ ~ 1 ~ ) , ~ ~ ~ ` rt~%~ i
r. ~ ~ i >xi, _ i I i
e
1 ~1~1, ,I r S = PIM RI R " YEO VE

f, - 1 l ~ ~ ~ C ,1I~ o - Z , i
' , U
J ~ W Q
~ ~ 9 °
,:65 ~ ~ s ~ ~ ~ U w
PO ~ sy a k 0 0:
' 7.20 ~ \ ~ sy FFr ~ LEGEND ~ z o
FF~ ~ AN~ING WALL S~C ~ , ALONG WETLAND W 4 PROPOSED GRAVEL ~
~ TS Q 5.75 ~ ~ / J O Q _ W
~ . , DS E~ n~ ~Y - r Y' AREA TO BE RECLAIMED
~ ,Illi _ 1_I_I_l. I' AREA of WETLANDS TO BE FILLED m
~ U' 6.00 ~ ~ 6.50 _ ~ 0 ¦ • ~ 404 3 CAMA WETLANDS LNE q
6.60 w
S0 6.30 ,1~1i - • • • -PROPOSED DITCH ! SWALE 4 0
Y d~ ~ wA o N N ? ? ? ? ~ BULKHEAD TO BE PERMITTED BY CAMA ~
6.20 5.70 ~ ~ ~ 2 5.70 J
ROCK BREAK WATER ° a
N A .y ---0- SILT FENCE
- , N p . / 3, _ 5.7 ,1~1~ UPLAND RETANWG WALL °
M / ~ - O o Q GRAPHIC SCALE N
~ ~ 6.1 ~ ~ ,1~1, 9 ~ - FLOW DIRECTION
~ i ¢ ~c NV ~ _ ti ~ ~ ~ NWL 7.00 PROPOSED GRADE ~ o t5 30 BO ~
q F - - - - - - - EXISTNG CONTOURS
N e - ~ M ~ (Il~ FEET )
O~ r ~ ~ N ~ ~ 1 inch = 30 ft.
i ~ / ice"
n ~ i N N .ter.
N DETENAON POND. A*MNG WALL .J t
PP ELEV. = 4ET ALONG WETLAND C71
rv TS 0 5.75 0
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THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION TOP OF DITCH BANK N a r 00°0°0°0 0 0 0 0 0 0 0 0 0°0°o°o°oO° ~ M
AND SEDIMENT CONTROL STANDARDS AND SPECiFICAnONS OF THE DEPARTMENT OF NATURAL 0000000 00000000 I N 000000 00000000 W ~ 000000 000000
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTAnON CONTROL MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR 0000000000o0o0a0 o0a S ~ op C 0 0 0 0 0 0 CLASS B STONE N 0000 ~b41 Ory
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30 a ~ ~ W ~ ~ SECTION LINE MATH FILTER FABRIC w , ~ ~ V U
CALENDAR DAYS AFTER COMPLEnON OF CONS1RUCnON WITHIN THE SPECIFlC AREAS. THE C, crt~,~r"'•"~'~~ ,~,r
CONTROL MEASURES SHALL BEgN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING • CLEARING, SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE { Q M a f~
NECESSARY MAINTENANCE UN11L 1HE DISTURBED LANG IS STABILIZED. COMPLIANCE WITH LOCAL ~ ~~~a F~'~ ~ ~k ~~Q~ ~ O ~ N
' ~ AND/OR STATE S01L EROSION AND SEDtMENTAnON CONTROL LAWS SHALL BE THE ENnRf ~ y M ~ ~ M
1. INSTALL TEMPORARY GRAVEL CONSTRUCnON ENTRANCE PADS. (SEE DETAIL) RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS IN1ENDfD TO SERVE ONLY AS A GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND LAYER OF /5 NR•VYMrek ~u'~~iTp ~ ~ N
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT REGULAnONS CONCERNING EROSION AND SEDIMENTAnON CONTROL PROTECTION OF EXISTING TOP NAOTH VARIES WASHED STONE AND STORhMMTER BRANCH ~ N
OFF SITE SEDIMENTAnON. STRUCTURES AND FAgU1TES FROM SEDPMENTAnON SHALL BE THE RESPONSIBILITY OF 1HE CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS, TOP OF DITC 4" THICK H BANK N ~ o
3. CUT MEW SWALES AND DITCHES AND CONS11tUCnON DEIENnON POND. NATURAL WATERWAYS, DRAINAGE DITGiES, WALKS, DRtVES, ROADS, LAWNS, ANO STREAMS.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROIECnON. EXSTING GROUND i DUND o°0 1~~- d~ t ,e` q ~ ~
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING. ~ ~ - ~ ~ ~ ~ ~ ~ 80TTOM ~ D o o°coc°ooc°o°o°.t~ J Q' ~r
~~,i i ~ 6. SEED THE DISTURBED AREAS IN SUCH A MANNER THAT NO AREA WILL ~ ~ ITCH 00000000000°0000 / y / ~ DEPTH ~ ~ o°o°o°o°o°o°o°o°o°~ d•% \ ~ ~ ~ ~ o°o°o°o°o°o°o°o°o°o°o . : mil'
i REMAIN DENUDED FOR MORE 1HAN 30 DAYS. ~ VARIES ~ o 0 0 0 0 0 o a o 0 o c ~ $i a0o0o0000000000000000000°0• J 00 00000000000 ooa oaoooo°oooc t0 2:
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS. SEED MIXTURE RATE OPTIMUM PLANTING GATES 0 0000000000000000000000, 0 0 0000°0°0°0°000 ~".e;o;. 0 00. q.Q~, ~ y • . -J Q~
l~7 , GRADE POINT
8. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES CLASS B STONE PROFILE `
AND REPAIR AS NECESSARY. 1. KENTUCKY 31 FESCUE 5 ;~'/1tX)0 SF MAR. 15 -MAY 1 © REMOVE SEDIMENT WHEN IT ACCUMULATES ' ~ ~~«,o,<<`
AUG. 15 -OCT. 15 9. ONCE VEGETAnON IS ESTABLISHED, REMOVE THE CONTROL DEVICES. TO t/2 THE HEIGHT OF THE DAM
2. COMMON BERMUDAGRASS 2 {/1000 SF MAY 1 -JUNE 30
~ (HULLED) NT5 FILTER DAM IS TO BE IN PLACE UNTIL ~ ~ N N GRASS IS ESTABLISHED IN BOTTOM OF DITCH ~ N
N IN E I R SUFFICIENT TO PREVENT EROSION rj ~ ~ M
3. PEARL MILLET 2 x/1000 SF MAY 1 -OCT. 1 ~ ~ rn ~ O~ ti N N O O
~ a0.. ~ ~
4. FESCUE 5 ~/1000 SF OCT. 15 -MAR. 15 4 Q a ~ 0
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SEEDBED PREPARAnON 't.y .
THE CONTRACTOR SHALL CUT ANO DISPOSE OF WEEDS OR O1HER UNACCEPTABLE GROWTH ON 1HE AREAS . z t": _
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECnVE SEEDING AND EASE OF MOWING. THE SOIL SHALL BE $CARIFlED TO A DEPTH OF NOT LESS 1HAN 5 WCHES. x
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARAnON OF SEEDBEDS SHALL NOT BE GONE WHEN 4~s;-.
niE SOIL IS FROZEN OR EXTREMELY WET.
_ ~ B
LIMESTONE. FERnLIZER, AND SEED CLASS "B" STONE
LIMESTONE, FERTLIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLEnON OF SEEDBED 10 YEAR STAGE COMPLETELY SURROUNDS PREPARAnON. L?MESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARAnON, PROVIDED ELEVAnON = 5.46 DRAW DOWN PIPING BERT
I NOT 0 APPLIED LIMESTONE AND FERnLIZER SHALL BE DISTRIBUTED UNIFORMLY 6" SCH /0 PVC PIPE' g IT IS WORKED INTO 1HE SOIL. F S FEMALE ADAPTER do i r 3 BERM ELEV = 6.0 BERM ELEV = 6.0 5' 3 i~ Ir
OVER THE PREPARED SEEDBED AT THE SPEGFlED RATE OF APPLICAnON AND THEN HARROWED, RAKED, OR p~y~T THREADED PLUG ~ T TOP OTHERWISE 1HOROUGHLY WORKED IN70 THE SEEDED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE = POOL ELEVATION = 4.0 6" SCH 40 ORIFlCE VER 1 -RAP IR TOP OF R!P-RAP MIEIR ELEV.= 5.14 ~ \ TOP OF R P WE ~ ~ ~ C ~ l`~ ~
SEEDBED AT THE RATE OF APPLICAnON SPEGFlED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS p~ ~ TO COVER THE SEED ri1TH A LAYER OF SOIL. _ 18 PERMANENT •POOL ELEV.=4.0)_ y
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MULCHING 6" SCH 40 PVC TEE ~ 3 \ . p rC ~ G
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS YULCH AT ANY TIME OF 1HE THREADED PLUG WITH 1 ~ DRAWDOMIN DEVICE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPlETiON OF SEEDING. CARE SHALL HOLE DRILLED THROUGH BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHMIG (DIA. = 3/4") e
An S. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE ` OPER ON ~ ~
APPUCAnON WILL BE THAT WHICH YWLL ALLOW SOME SUNLIGHT TO PENETRATE ANO AIR TO gRCULATE BUT BASIN BOTTOM ELEV.= -1.0 DRAWDOWN DEVICE - ALSO PARnALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE. w q ~ ~
6" SCH 40 PVC ~ 40 PVC PIPE do FlTIINGS (LENGTH AS REQUIRED)
A 20'X20"X3" niICK
MAINTENANCE CONCRETE PAO SECTION B-B
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SAnSFACTORY SECTION A-A
CONDInON UNAL ACCEPTANCE OF 1HE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
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R 57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6~ DEPTH MIN. A. NCDOT #5 0 ~
B TURNING RADIUS SUFFlCIENT TO ACCOMODAIE LARGE TRUCKS TO BE PROVIDED. TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. v_ G ENTRANCE(S) SHALL BE LOCATED
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD FOREBAY AREA TO BE PLANTED AS MARSH ~:F
ONTO STREETS. PERIODIC TOPDRESSING WI1H STONE HALL BE NECESSARY. IP RAP P b R AD " I -
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL 8E REMOVED IMMEDIATELY. TOP ELEV. = 4.20 PERMANENT x 3 ti'..~,
0' WATER SURFACE ! SUNG GRADE 2 ELEV. = 4.0 ~fi 36':0. Sw~ N~
EARni WEIR ACROSS a. r - O . F :N:.
1 END OF FOREBAY AREA - - a 5 . ELEV = 6.00 ~
_ ~ ~ 3 a FlrUSHED GRADE I W
p~P SO \ o FINISHED GRADE (16.00) Q S~~
i 3' ~ ~ PERMANENT POOL ELEVATION = 4.0 Op f WETLAND LN~IITS
OTTOM ELEV. = 1.0 ~ 6:1 OPE SLOPE 6:1 ~
MARSH vfcfrnnoN \ J~ ~
\ \ s' a ~ 6' VEGETATED SHELF OQ `c(~ ,19•' ELEV = 4.00
BOTTad ELEV. 1.0 ~ f
n o• F, N ~ M POND BOTTOM PROPOSED BULKHEAD
O ELEV. _ -1.0
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WETLAND LIMITS ~7 SO YR = 5.65 FOREBAY AREA TO BE PLANTED AS MARSH _ ' SO YR = 5.65 ELEV. = 4.83 ~ ~ INLET ELEV. = 4.00 ~ ~ ~
RIP RAP PAD o vw ~ CLASS B STONE ( I ~ U
TOP ELEV. = 4.20 PERMANENT COMPLETELY ~ ~ SURROUNDS RISER I I BARREL" ~ ~ 3 - t8 CMPS o M
XISIING GRADE 20' WATER SURFACE ELEV. = 4.0
EARTH WEIR ACROSS 5' PERMANENT I I ! ~'I.'.~ ~ 10 ^ N WATER SURFACE 4" 'ti ~ ~ o0
~ END OF FOREBAY AREA ELEV = 6.00 ` ELEV. = 4.00 I ~ INVERT = 4.00 OfIV'~.,~,Wc:°,.._ ~ y ~ ~L'Si ~ ~ E ~
3' a FINISHED GRADE (f6.00) ~
\ 0 5~~ Q N Q / / t ¢ / - N ~ O
\ \ PERMANENT POOL ELEVATION = 4.0 6" SCH 40 PVC TEE / / / . i~// 1 - S ' SCH 40 PVC TEE i a N d ~ AN11 SEEP COLLARS TO BE a a~ a \ \
~ 6, oPE ~ THREADED PLUG .I 0.DED PLUG Q ~ ~ PLACED MIDWAY BETWEEN D ~ STRUCTURES AND SPACED \ ~ 18" APART
OTTOM ELEV. = 1.0 ~ MARSH VEGETATION ~ \ 6' VEGETATED SH F ~ /57 WASHED STONE rrun ~q rrr r?~~
1 ELEV = 4.00 ~ Q / ~ A DRAWDOWN DEVICE- 4' ~ ate! " ~i
F BOTTOM ELEV. _ -~.o / \ 6 GALV. STEEL PIPE * ,r ~ ~ • tid:
THREADED PLUG tWTH- / / ~ ~ / / & FlTTINGS, ATTACH ~ ~ t(3ED PLllG WITH ~ ~ ~ ~ TO RISER J \ ~ :r. _ DIA. HOLE ~ ~ / , \ ` ~
POND BOTTOM 1-1/2" DIA. HOLE DRILLED THROUGH ELEV. _ -1.0 PROPOSED BULKHEAD - ~ /i ~ ~ .D THRWGH : N 17.88"
o 'a'
= 9.5' WEIR ELEV. 4.83 ~ l~r
6' MIN. 3' i i i CLEARANCE I ~ \ ~ rr'p
Y I I unr' t ( 4» 3 - 18 CMPS
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A DRAWDOWN SECTION A-A q 0. w DEwcE o
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CONCRETE BOTTOM AND FOP OF SRUCTURE
SHALL BE REINFORCED WITH /4 REINFORCEMENT W U BARS 8" O.C. EACH WAY. REINFORCEMENT BARS o k ~ ~ ti
N1S SHALL N07 BE PLACED CLOSER THAN 3" TO ANY W M ~ N o ~ W
EXPOSED EDGE OF CONCRETE. WALLS MAY BE ~ N x o ~ CONSTRUCTED WITH 4" X 8" X T6" SOUD q U ~ " 0
CMU'S OR CAST IN PLAN CONCRETE. g
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CLASS "B" STONE B LENGTH AS NECESSARY TO INSURE STABLE INSTALLATION
COMPLETELY SURROUNDS 10 YEAR STAGE DRAW DOWN PIPING
ELEVATION = 4.44 6" SCH 40 PVC PIPE, 3 BERM EIEV = 5.0 BERM ELEV = 5.0 5' FEMALE ADAPTER & 1 r ~0
THREADED PLUG TOP OF RIP-RAP WEIR TOP OF RIP-RAP WEIR ELEV.= 4.25 ~ PERMANENT ORIFICE INVERT ~ ~I ~ / / 0 4,
POOL ELEVATION = 3.0 6" SCH 40 PVC TEE / ~ FIVER FABRIC ~ ~ ~
18 PERMANENT.POOL~=3.0). ,~/i - ~ . . - ~ ~ ~
_ \ \ ;1 BACKFlLL MINIMUM 2" X 4" 8" A 14" ~C ~ 111 I POST GR VEL OR l1~`~' j ~ O
- / 6° SCH 40 PVC TEE COMPACTED SOIL ,,lv Q ~ l ~
3 ~ \ THREADED PLUG WI1H I r \ ~ ~ OV 1. FILTER FABRIC SHAIt BE EXTRA STRENGTH FABRIC ~ Q ~ Q"'
DRAWDOWN DEVICE HOLE DRILED 1lNIOUGH CAPABLE OF MEETING 50LB~LIN. INCH. { (l,'l Cy,
B 2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF
BASIN BOTTOM EL£V.= -1.5 DRAWD01M1 Df1ACE - SCH 40 PVC PEE & ~ 0.3 GAL SOFT IN. ~ ~ g•
6" SCH 40 PYC FlTTINGS ~ a (LENGTH AS REQUIRED} 3. STAPLE OR WIRE 1HE FABRIC DIRECTLY TO THE POSTS. O
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A 20"X20"X3" THICK CONCRETE PAD 4. EXCAVATE A TRENCH APPROX. 6" WIDE AND 8" DEEP ALONG THE PROPOSED UNE OF POSTS UPSLOPE \
SECTION A-A SECTION B-B I B-B OF THE SIl7 FETJCE AND BURY THE BOTTOM EDGE DF THE ~ ~
FLTER FABRIC. BACKFlLL 1HE TRENCH PATH COMPACIID T~Ngi ' EARTH OR GRAVEL ~
UNDISTURBED SOIL
~ ~ ~w, t ~ n ~ ~ Y 5. INSPECT SEDIMENT FENCES WEEKLY AND AF1ER EACH RAINFALL REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
- ADEQUATE STORAGE FOR THE NEXT RAIN.
~x~~ . 6. REMOVE FENgNG AS 1HE DRAINAGE AREA IS STABILIZED.

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SILT FENCE SHALL NOT EXTEND INTO
FOREBAY AREA TO BE PLANTED AS MARSH SIDE SLOPE OF DITCH
RIP RAP PAD TOP ELEV. = 3.20 °jm~ TOP OF BANK -TOP OF BANK
PERMANENT EXISTING GRADE 20' ATER SURFACE a
ELEV. = 3.0 ~ ° . r:~. _ . . rr a
EARTH WEIR ACROSS 5 ELEV = 5 ELEV = 5.00 0
~ END OF FOREBAY AREA
5 3' FMNSHED GRADE (16:00) Z J ~ H 0
\ ~ 1 \ \ \ S~1 PERMANENT POOL ELEVATION = 3.0 5' w a o ~
/ / / f 6:I SL WETLAND LIMITS ~ ~ w
TTOM ELEV. = 0.0 ~E 6;1 MARSH VEGETATION 1.~ ~N y~.~ A S• ~DW o
~ 6' VEGETATED SHELF Z'1 CRS ~ 1 lQp ~ Q egHk W
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BOTTOM ELEV. _ -1.5 P~lD BOTTOM //y~ ~ O
ELEV. _ -1.5 v rC ~ W = ~/T~ / J J
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CLASS 'B" STONE h Q Z Ct
10 YEAR STAGE COMPLETELY SURROUNDS - DRAW DOWN BERM ELEV = 5.0 BERM ELEV - 5.0 1, ELEVAl10N m 4.33 6' SCH 40 PVC PIPE, 3 3 ~ I ~ vac
FEMALE ADAPTER do 1f Oa Y ~ ~ ~ N
PERMANENT THREADED PLUG ORIFlCE ~JVERT TOP OF RIP-RAP WEIR TOP OF RIP-RAP WT1R ELEV.= 4.21 POOL ELEVATION = 3.5 6" ~ 'w ~ EROS p ~ U ~
PVC TEE _ / ~ 1 PERMANENT.POOL ELEV.-4.0), i _ . /i / 1R~Oy~K~'R N
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1HREADEO PLUG IWTH 1 DRAWDOWN DEVICE V\~ A~E~ ~ A... v~ ~ ` ~ 'L.
HOLE DRILLED THROUGH B BASE ~ v 6
BASIN BOTTOM ELEV.= -0.5 ~ DRAWDOWN DEVCE - l a: 1 IN
~ 6" SCH 44 PVC ~ ~ Fl N
(LENGTH AS REQUIRED) ~~'0. \.Pr
A 20"X20'X3" 1HICK CONCRETE PAD
SECTION A-A SECTION B-B 3-B
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FOREBAY AREA TO BE PLANTED AS MARSH RIP RAP PAO x~>.
TOP ELEV. = 3.70 PERMANENT
ATER SURFACE ` EXISTMIG GRADE ELEV. = 3.5
EARTH WEIR ACROSS 3' ENO OF FOREBAY AREA ELEV = 5. ELEV = 5:00
1 _
2.5 a FNNSHED GRADE (15.00) ~ \ 0 1
\ ~ \ \ ~ \ 3'i ~ PERMANENT POOL ELEVATION = 4.0 3' WETLAND Ui1115
./i./~ ~ s. E PROPOSED RESIDENCE ON PILINGS
BOTTOM ELEV. = 1.0 + ~ 6 MARSH VEGETATION ' \ \ 3' VEGETATED SHELF 2'1 OQ~' ~ ~ 4
EU:V = 4.00 Q+
F BOTTOM ELEV. _ -0.5 POND BOTTOM EIQSTING GRADE ~ v 1 4" CON lE SlA6
ELEV. _ -0.5 UUOiEAD ~ 3,1 ~ y PROPOSED 8 ~ . ` / / ~ ~ "~rITM~iPOSED flLl AREA ~~f ~ O ~ Q
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30.00' FROM EDGE Of ROAD TO BULKHEAD 18.00' ROADWAY z "C ~ ~ ~o
115.87' ----114.13 9.00' 9.00' 2.00' 8.94' w w°a ~ ~
W J Q J 4 7 Q O Q ~ ~w g ~ V h ZQQY N ~ ~
~ ~ ~ ~ ~ a U ~ ~ c c
Q 0 ~ w O 3 ~ ~ W ~ ~ tr m O
x O W z w ~ z 3 ELEVATION = 16.00' EXISTING GRADE ,
WQ' Ul W WW W m X F
W W Y fJ U ELEVATION = 4.40" TOP OF BULKHEAD {
~ Y~" PER i' CENTER LINT g;1 ~`1 ` ~ OF ROAD AnON = 4.50' \ A~~ o . ~ . ~ s : L' CENTER LINE ELEV ~ .ao ~ i
ELEVATON = 3.50' TOP OF IMP-RAP ~ ~ A~~,AREA TA Bf REClA1MED , ~ ~ , _ ~ti ~ O '`i v:vv~ ~ ~~y~b ~ yw ~ v ~A.~ vA r, Z:
OPf. 3' 1
~ z ~ 51 ~~o 2 ' ~ ELEVATION = 0.50 NORMAL WATER LEVEL ~~y~~ ~l ~ ~ ~ ~ L` ~
_ EXIST ELEVATON = 0.50' NORtitAL WATER LEVEL - ~ r ~ ,r i EXISTING GRADE ELEVATION = 1.00' ;
.r`. ` ,//h! ~ >/!7 ,;r /1~~/~'.. JV,.j` ~/`fzr?! r. />.r?,.!.~1~.; ;r/~//~ /n ~ ,Y ,,!`/j }:!i~-r ~ /.;~~r~jz/:~ ~ .~,.1 r A•C. ~`~l.~fi ~ ~~r~~ fi i.>_f\i v V~~ / / ~s{s r tvfi~~ ~ r. i 1, ~ r.~' ~ A~ v.. ti~ . r>~ ~ 1 .,Y\ / f", ri Y; i:~; ~/i.ir~ v, rA/. / ra' Y~'`,~"" Y,r„ 1, ~x:1i, ~ ,J/ ~ ~ ~ ~iy u / ~ ? ~ f~ ~ ?ry> 111111
r. rr;.., ~/i/ iti,.r /;/'i /.;i~/<., //Yw / / r % it ,t. ~,:/N/ r rr r.,-:, `-i l/ >Y ~~r\ / ~1~..i:~ A. ~U \f ti ;,1~ r ~ ..i~. .A ~~ti\~.. ~>AA~~~ An~r_{` r~ f.:v^..:::.~ !.J/~~~~f ~rh;~ ~ ~ v/ , 1 ;.;r\,r~i., r ~ ~~/~/jhr?/ , } ,`~\y~",,;,,,, ;~lW ,~k~,'r~~..Y ~><,,,J t I yr . ;y , • .:~„~-,~~„r~,.a\;.. ROPOSED FORCEMAIN `
PROPOSED POWER LINE
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8.94' 2.00' 9.00' 9.00' 2.00' 8.94' ~ ~ 3 W . w
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Z CENTER UNE OF ROAD m W w VARIES VARIES 2' 14' ~r
U ~ Y4" PER 1' t ELEVATON = 4.50' o 6~ DITCH DITCH SHOULDER STONE ~ ~
S~OPti ~ w 3' ~ S~nA ELEVATON = 3.50' TOP OF RIP-RAP 1 4" pER O
3•~~ ~a~ 404 WETLANDS AREA TO BE FlIIED £_v EIEYAnON = 12.50' EXISTING SHORELINE fT 1' PER ~
o ~ EXISTNG GRADE ~ ~ ELEVATION = 1.00' ~ ~
\ /A/A ~/jA i
~r/'' ELEVATION = 0.50' NORMAL WATER LEVEL. 2~ , i. ^'V ~r SURFACE 6" ABC STON
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j m ELEVATION = 0.50' NORAtAI WI m • NORMAL WATER LEVEL ~ ~ , ~ ~ Y~ . . , , , \ r , :i ~ y~ " ~ r-,. ~ ~ f ~ ~ ~ ~ ~ ~ r.,, a.. ~kfSilNG EAR'~f> , , a x
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UNE TABLE J LINE LENGTN BEARMG UNE LENGTH BEARING LENGTH BEARING ,~I~,
L1 L38 L74 131.23' N 8678'42" E 3200 N 34'02 32" E 45.34 S 19'30'04" W 1y ~c ,l~l~ = s• ~o
t? 2270' N 2fi'4720" W L39 19.75' N 44'55'10' E L75 41.49' S 071T4i' W 15 8" SCH 40 PVC pFP ry SPOUT ~ ~ a ~
l3 58.92' N 2437'25' E L40 15.52' N 18'40'39' f L76 24.24' S 14'10'19' W L4 94.33' N 52'51'16` E L41 24.29' N 41'02'28' E L77 41.22' S 39'35'23' W ~ COLLECTKki Sts s ~ W ~
1'fOP111 RIVER s . L5 27.93' N 15'59'13' W l42 5241' N 62'0708" E L78 17.74' N 8748'08' W x~ h ~ ~ oN
L6 5203' N 14'19'31' E L43 55.29' N 85'35'10' E L79 30,55' N 39'47'23" W L7 76.27 N 27'05'28" E L44 43.90' S 87'33'45' E L80 37.89' N 39'23'21" W ,ilt~ UW ~ ~
y L8 103.66' S 62'01'34" E L45 46.34' N 89'28'15' E L81 46.31' N 52'40'25" W = NT U L DF TR TI W
1100 L9 69.90' S 00 44'46" E L46 19.66' S 88'52'24" E L82 28.01' N 59'37'40' W o = ~ o
~ SITE L10 34.13' S 11'54'02' W L47 17.50' S 29'00'32' W L83 29.25' N 76'48'16" W L11 77.52' S 09'x'23' W L48 17.53' S 4736'20' W L84 31.81' N 84'59'00' W O ~N
L12 36.51' S 11'53'12" E L49 19.88' S 28'30'11' W L85 30.47' N 76'29'29' W ~ p0 S DS ~p
L13 10.43' S 63'57'50' E L50 40.08' S 50'53'52' W L86 25.17' N $5'39'16" W ALBEMARLE SOUND L14 38.08' N 12'20'55' E L51 39.62' S 4852'18' W L87 73.97' N 75'42'54' W DS ~ O ~ Uy
L15 56.73' N 04'06'55' E L52 46.49' S 41'05'09' W L86 17.31' N 30'24'08" W N ~ DS
L16 57.91' N 30'26'57' E L53 59.60' S 59'44'54' W L89 29.28' N 38'19'12" E g o
L17 31.48' N 55'35'01" E l54 118.96' S 30'28'32' W L90 58.05' N 00'09't8" W L18 34,31' N 78'29'14' E L~ 115.39' S 08'41'39' W L91 37.36' N 07'38'05' W DS 3) 50 LF 18" CMP
L19 3242' N 8554'50' E l56 80.06' S 06'49'30" E L92 18.10' N 42'39'36" W U 0 ~,~g N ~y INV. IN = 3.20 g~ 7.20 9~~= ~ SFr V OUT = 3.00 ~e~
L20 7283' N 69'28'55` E L57 89.98' S 05'36'59" W L93 33.05' N 33'02'12" W ~ " ~ s~~ - ~ OFF a 54
L21 1 ' L58 299.43' S 0018'31' W L94 60.04' N 37'10'34" W ~ ~ ss N75 61.44' N 65 3 23' E y. My' 0 , L22 51.84' N 56'08'16' E L59 213.73' S 18'17'23' E L95 48.17' N 64'06'31' W 0 5O J• RETAM~IG WALL 9 trig ALONG ~ SO-C ~i
'D-S L60 L96 v. DS L23 43.01' N 28'45'21' E 170.43' S 3033'28" E 29.50' S 88'19'35' W A ~ I .7 ~ P, DS LIM TS 0 5 5 ~ ~ ~ Y~
~ ~ L61 L97 W ~ ~ . r~ L24 30.98' N 06'08'32" E 133.35' S 6118'59" E 38.48' N 70'07'13" W y DS DS S~ u r:
~ L25 41.73' N 09'38'03" W L62 78.14' S 7810'10' E L98 120.32' N 88'38'20' W ~ l26 L63 41' 1 4' L99 i 'i " 7216' N 1657'39" W 48. S 8 3 25 E 244. 2' S 7545 i W ~ 1 0: uti ~
L27 60,83' N 13'04'58" W L64 58.83' S 77'00'32' E U00 27.31' N 1431'43" f s.5o
" ~ L28 194.15' N 1912'27" W L65 15.14' S 31'03'12' E U01 44.46' S 7210'08' W 7,20 L29 21.04' N 05'44'56" W L66 56.07' S 53'34'29' E L102 27.25' N 62'05'13" W 7,20 '
L67A L103 ~ ~ ;j l30 46.91' N 35'49'43' E 243.12' S 7722'32' E 34.60' N 0035'10" E i 7.20 1Y ~ ~"ti'' S`J6 6.30 S0- C i SO-CL P - ' 555
L31 58.42' N 40'40'10' E 1678 104.36' S 26'21'06' E L104 53.12' N 34'06'57" W b . L32 58.46' N 48'42'33" E L68 30.40' S 22'34'26' W L105 28.58' N 60'23'34' W DS T 5 553
L33 98.88' N 54'39'16' E L69 37.22' S 0315'42' W L106 47.02' N 2313'22' W 5 WIDE 9 5.14 .2 s.2o -CCU SO P ao ~ 12 s.7o Sao SO C C ~ N w N
L34 19.25' N 62'26'34" E L70 78.43' S 17'47'38' E L107 32.50' N 78'34'49" W Ds - 551 ~
L35 L71 4 1 ' L108 41` 30.67' N 44'45'13' E 230' S 02 822 W 123.70' N 50 26` W l36 31.50' N 62'0732' E L72 11227 S 25'29'25' W L109 248.00' N 1708'47" E ' 552 ~ ~ ~ ~ 558 SO-C PC w ~ CL PC z ~ ~ ~ w
L37 57.27 N 4749'51" E L73 46.81' S 42'21'59" W U16 518.23' N 8959'26' W / 559 SO-CL PC - - - 13 0 ~ 0 0
gAt1£ TABLE 7.20 6.40 / ~ 5. $Q C ,1~~~ a, 0 6 SO-CL PT 2 = ~ a a
gXtVE LENGIN RADNIS ANGELA n1GRO BEARING DELTA ALBEMARLE SO- 1 0 ~ a ~ 6.D i~ 9~,
C1 51.57 60.00 27.50 50.00 N 49'14 1. a / 14
SOUND p WETLANDS TABLE ,1 6.65 . ~ ~ • SO L PC tiF q ~
Z q LINE LENGTH BEARING 3r~ m ~ ~ ..q~ . ~ M U a o ~ ~
404-1 13.20' S 2s'4T20" E 404-2 0~ 6. 20.20' S 71 W'00' E /
404-3 21.70' N 76~D0'00' E TCN M1Y. = 5.30 SQ- T - Sti~ 6.35 '0.3'A 515 'o•~' ; SO-CL PC g
404-4 44.56' S 1450'23" E DET~noN Porgy B RETAINING wal.L "
404-5 Sa- ~ 48.10' N i 51'55" E ~ p 404-6 74.30' N 79'25'57" W Q0~ ALONG wE ,1~(,
sa c ~d TS 0 5.75 ~ 516 ~
UNE TABLE ~ y' 564 , S PC $
UNE LENGTH BEARING - PQ S P C ~ SO Mn 7.00' N 25'00'00" w tr?g' ~t°'~`'
W2 i N 1 Y10'00' E 5 ~~y,P~ 2.00 o S L PC 517 a{i,
M3 13.00' N 26~D0'00' E 1. - SP PT
W4 3 . 3' S Q9'22'10' W , L88 6 t: ' 5. 0
S CL PC ' 6.
67 . • 7• Q
X •c~`' S CLP . 51 ~
1' S CL C 2. ETAlNINC WALL
1 m 0 P~ , ~0 68 ~ 2 - 25 LF 8' CMP OPOSED SWALE 3, a~ ALONG WE INV. IN = 4.50 V. = 5.75 .0 ~e TS 0 6.50
ae S `C'PC ~ V. OUT = 4.40 - - 59- ~
Q; 5.70 SO-CL PT `w LF 12" CMP y INV. - 4.0 6.00 Qy
ss ~ ~ e' scH 4o Pvc 6• S -CL PC 51 / s.2o cy g
DOWNSPOUT Cg0 COUFCTION 9/ E-W - 2@L P ~ ~ ~ ~ SO-CL C ~ ~
TYP) ~ .70 94 0-CL PC s.oo ~ SO-CL s.oo SO-C TX ~ ~ ~
7 s. S -CL PC~~ - C ~ ~ ~ SO- ~ - o.4R sLDPE - - - ~l
• 7~ ~ ~ o ~ ~ DITCH I INV. = 4as Sp_ C ~ s.3o s.3o SO L PC
. COMMON AREA DITCH INV. = 4.75 DS - osED swALE ~ ~ V J,+ INV. = 5.75 PROPOSED SwAtE q ~
~7 l9'fr 7 Jj+ ~ S -CL C INV. = 5.45 522
~ 6 0~ f~ a3 . ~ 0- L P Q 90 3. 4,
ss~, os .70 ~ P.. sso SO P 16x24 24x40 T - /6.60 PROPOSED S1M 01
s. = POOL POOL ~ O INV. 5.75 - 9 HousE 5 4 ~
~1~1, S ~ ~ S _ ~ S -CL ~ S PC ~ R SO-CL ~ ~U
.u~. z.._ 525 C>~ $ 6.90 _ , . P q
50' sEPnc SETBACK - ° ~ S CL T 7.70 . ~ S CL T
7.4o a, SWALE ~ / 526 ~ DS ~ SO-CL
acv. = s.9o , r~ , S ~C 1a ~ 7 ~ / sso S CL PC
PC ~,c.., 7.50 5 - - _ 50 1, _ _ ~ ,
56 7.50 7.70 - -
o r- , . X S CL PC o ~ •w ,o X57 s. P~ I - ~ .
'w SO CL PC 583 585
~ K SO-CLP S CL PC ,
o s:35 z7o 0 2 16o U
t TCN wv. = 5. CLP 4 1 NP. = 5.7s S L PC '4~0~ Ds ~s~
7.70 s. , X 57 , SO- L P ~ , . 1~ NG sh °~e
sE,r ' '~1G, .65
6.
TCN NV. = 6. 13 576 ~ ~ t 13 s9 o-
.o0 0-CL C ~ ~,6~
TCH INV. = 6. DS 6.10 ' 1 6.95 CFO UMf DD
.OO 6.70 ~ S L C 55 77 ~ ~ o ~ ~
7.55 ~ 5L~ 6.50 0 p,3 0-CL PC ~ ~ Y ~ m
~ ~ ~ S L PT 7.70 ios s.so X 578 h~ V U LEGEND
S - -CL s ~ NOTES: d
sso , ~ s. s ~ J ~ 1. TOTAL SITE AREA AFTER RECLAIMATION: 947,210.66 SF. 21.74 AC. PROPOSED GRAVEL i o
t q DS (TOTAL UPLAND AREA AFTER RECLAIMAl10N: 474,038.99 SF. 10.88 AC) AR T w ~ a EA OBE RECWMED a 0 ~
2. IMPERVIOUS AREA: o ~
7.10 { ti f TOWNHOME UNITS 44,550 SF. 9.40X ~ ~ I ~ ~ I AREA OF WETLANDS TO ~ FILLED ~ a o ROADS, PARKING ~ DRIVEWAY'S 96,561 SF. 20.37R w o w
o ~yti 0 POOL do POOL HWSE 1,344 SF. 0.28R 404 & CAMA WETLANDS lWE ~ ~ a
k~. p ~ f OPEN SPACE 331.584 SF. 69.95 ~ x w TOTAL UPLAND AREA 474,039 $F. t00.00R _ _ _ v ~ w p
,J. _ - ur1~G wut ALONG 7.70 ~ PROPOSED DITCH 1 SWALE o > o 3. TOTAL AREA OF WETLANDS iO BE F6.LED: 20 692 SF. 0.475 AC. w m ~ g
7.70 J LH~ITS 0 6. <j S ? ~ ? 0 BULKHEAD TO BE PERMITTED BY CAMA ~ w < ~ y
_ 4. CUBK; YARDS OF 404 WETLANDS TO BE FN.LED: 1,919.08'YDS. ~ o o ROCK BREAK WATER ~ a ~ °z
~u DS 5. AREA OF STATE WATERS TO BE FLLED: 23,371.31 SF. 0.536 AC. w °z ~
o m SILT FENCE m a 3 ~ 6. CUBIC YARDS OF CAMA SHORELAiE TO ~ RECLAIMED ABOVE NORMAL WATER LEVEL: NONE AS REVISED p w ~
DS UPLAND RETA~I9JG WALL a ~ w a 7. CUBIC YARDS OF CAMA SHORELNiE TO BE RECLAIMED BELOW NORMAL WATER LEVEL: NONE AS REVISED -fT w w a ~
~ v ~ ~ N s 8. LENGTH OF WOODEN OR VINYL BULKHEAD: 1,645,52 LF ~ FLOW DIRECTION a x o 0
M v ~ 7.00 ~ o ~ a
DS 9. LENGTH OF ROCK BREAKWATER: 606.34 LF ~ PROPOSED GRADE a ~ U 0
0 o N 10. TOTAL DISTURBED AREA: 459,836.22 SF 10.78 AC. v ~ O w EXiSTNG CONTOURS a v rc
N N 11. SOIL TYPES: ROANOKE tk CHOWAN SRT LOAM
W ~r, CAMA WETU{t~S 12. TOTAL NUMBER OF UNITS: 18 ` 0 0 ~
~ - Q b ,~I~i 404 WETLANDS ~ o e 13. PERCENT OF MIPERVIOUS AREA WITHIN UPLAND PORTION OF 75' AEC: 31,657.10 SF = 18.OOR °n ~ ui ~
3 ~ (18.OOR OF 4.04 TOTAL ACRES OF UPLAND AEC) AREA OF RECLAMATION REVISION a o ~
/ m n 14. AREA OF CAMA WETLANDS TO ~ FILED: 435 SF 0.01 AC.
N O O N M at 15. AREA OF 404 WETI-ANDS TO BE FILLED: 20,692 SF 0.475 AC.
3
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