SW8960920_APPROVED PLANS_19961112

8TORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWJ?lC/DQ"'U
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
L
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

EXISTING CANAL
/NV = 1z-es.
TO CAPE
... ... • • F-
FEAR RIVER �
... ...
1/ I I
NEW 36"0 RCP/j_// it EXISTIN6 I8"
INV. = 12. 83' f f 0 CUP = 12. 8.7'
PROVIDE 20 CY II
RIP RAP
If
fI
NOTE- LAND aISTURBANCE FOR STORM SEWER
fl
!�
PIPE REPLACEMENT = 630C 25'W 10.37
AC.) !f
-
REPLACE EXISTING If
18" 0 CUP WITH �'� I1
NEW 36" 0 RCP f l
-
e6 0.2A+/. (194 LF) f r
III
�f1
II
�!I
wjf
Ij
CONSTRUCT NEW C.8- !I
N
RIM - 176' !) EXISTING CB
1 NV. = 13. 4' I TOP = 17.38'
EXISTING 16" CUP
! f INV. = 14 13'
II
REPLACE EXISTING till
18"0 CMP N7TH •��� II
NEW 36, 0 RCP 17 3B1 17 38 j R_OAq_1 - -
r
e¢ 0-251 132 LF) I" 1 rF1E CAPE BOULEVARD
wll
CONSTRUCT NEW CB V I ! EXISTING CO
RIM = 17. 8' I I TOP a 17.62'
INV. = 13.6' ! I EXISTING 18 CMP
INV. = 14.22
fI
SCALE I" = 50'
I I
II
REPLACE EXISTING 1 !
18" 0 CUP WITH !
NEW 30" RCP La7 It
0.7+/. 1212 LF) '! 1
rkI!
!f
�I
UII
x I
wII
!1
II
II
NEW 30" 0 RCP ! !
INV. = 15.0, ! I
PROVIOE 13 C Y I
NOTE = SMOOTH WALL PLASTIC PIPE
!
RIP RAP I ! TOP OF [MP
AT EXISTING
1Ha4rcaR SURE -Lax) MAY BE
16.ar'
SUBSTITUTED FCR RCP INALL
AREAS HAVING ONE 111
FOOT MIN CCVER EXCEPT
STREET R/W.
POND it 3
EXISTING WATEN£W
WATER ENEW
DRAP
3d'0 RCP
INV. = 13.0'PROVIDE
!1 CY R
TOP OF EXISTING CUP
1d.09'
REPLACE EXISTING CMP
WITH NEW 30" 0 RCP
Cie 0.3 R 184 LF) /1
NEW SIORMWAT£R DETENTKAV
SEDIMENT CONTROL RISER
+ 8. a'
TOP OF WEIR = 16.8'
ORIFICE INV. = 16.3'
�O
POND V2 RISER 1NY + IS 3'
BOTTOM ELEV. = 10.3'
EXISTING CMP
EXISTING WATER ELEVATION = 16.38'
TOP = is. Do'
NEW PERMANENT POOL ELEV. = 16 3'
NEW STORMWATER STORAGE ELEV = *.a'
PERMANENT POOL AREA = I49,750 SF +9.5'
STORAGE POOL AREA - 19.994 SF
fi 9.0'
PD.3'
EXISTING CMP
TOP = 16.13'
16.3'
NEW 24 0 RCP I
INV. = 14 2' �fl
PROVIDE 0 CY
RIP RAP rf
rf
rr
lr
REPLACE EXISTING
CFw WITH 24" B RCP rI
�a 0. 6 1 196 LF) � II
rr
rl
fi
NEW 24"0 RCP Ir
1 NV = 14 8' !l
PROVIDE I, Cr
it
DROP INLET
RIP RAP
TOP rz' cup
(!
In
a. I t
DROP INLET
u �11
EXISTING C�
TOP OF a"
-
Ili
/TOP = 13.77'
CMP r 1901'
`t1
/' +l00'
o_
TOP OF CUP
TOP OF 0"
CUP = 16.90'
NEW 24" 0 RCP
4
L INKSI DER
INV = 16.4'
PROVIDE 13 CY
RIP RAP
I 1
I
fl
Ir
ff
I 111
r SEE SITE PLAN FOR STORM
! DRAINAGE FACILITIES ON
11 TELFAIR SUMMIT PROPERTY
THE CAPE GOLF COURSE
*POND :N1
BOTTOM ELEV. a l0.3`
EXISTING WATER ELEVATION = 16.63'
+9-1, NEW PERMANENT POOL ELEV. = 16.3'
NEW STORMWATER STORA6E 1/EL ELEV = 16.8'
PERMANENT POOL AREA 28,073SF
STORAGE POOL AREA = 29, 79S SF
--• 10.3'---
is. 8,
PONDS 01 a 02 INTERCONNECTED TO
SERVE AS A SINGLE STORMWATER
DETENTION/SEDIMENT CONTROL POND
TELFAIR SUMMIT
wrirAIriON POND oYTLET sreLc virr
16P wFi* r is 0'
ORIFICE F&ERT r 16-3'
OLfrLa r AW , 15. a'
lNFLOw
no OF iFDMRAY MIKE
EL" a M. 4,
ELEV. 9IQ_8'
SCALE OR 11t 4-
PIPE OUTLET
RJ POND Ott ' ELEV.
POPEOAT /OTTOr t
ELii • is.4' //i ELEV + 10- 3' SED14frov- SrrTRAGE
d/�11u/ t'rrt 1/i!/�1•'s' 1>>///11� f ���xii,�t iti���/i��\ / ��`/i; .��
TOP OF DAM LLEV. 8 17.r'
rr 3.d
!' 1 11 M YT
OUTLET Popr DE?/6MED 7D PASS
FLOW FROM too- YR. STORM
Ilt PIPE 0IlTLET INK,
13 -0'
30 '0 RCP f
!04 LPl
STORMWATER SEDIMENT CONTFOL 8 DETENTION POND
N TS
( POND5 *1 8 *2 WILL BE INTERCONNECTED TO SERVE AS A SINGLE BASIN)
ALrAVMM ORATAII6 PAWEED
OR REM AWAILE MR
e"
ACCESS 70 PVC PLOC
:q
TRASH GUARD - IO' 0
A•
CORRcIiiATED ALUaHNUN
PIPE cur to 1/2 pAMEret
, 4
• 1 '
J " PVC 60UPE WO
AKD TMArAl"0
- =
- ,
PLUe wirm 21/2,0
MDLE OAK -LED
"
3" P►C COUPLOW
iWTN TNREAPED
-�
Mt CENTER.
ft ue
d;
ALUMMIMM ANGLE„
BRACKETS 14 PW*'D)
SECURED rd SM 1114"
WlrN CoNC ANCHORS
ANO Ae4'jr 1410" SS IDLY!
if PLAN VIEW)
e' 1
W it 31" PRMW 1 ORATE
EXTEND Moir HEleHT a•r it" IAWN6
ORICIr MASOMRY ON J SADES
TOP " ORICAr ExrENSAIN
ELEV. a is 3'
FILL BOX FAO£ M4DT'11
T
T
OPEN Z'b PRAODF
DISCHARGE ITEM FOR
i1J
RAINFALL AY EXC933
is'
of�jj r'
TOP OF IrE/R
d
J�
ELEV. -T 16 a'
7
r'
I SI
4
a
aD' 0
,
ACP
ORIFICE I!!V
.A
ELEV. - I6- 3'
-_
, 1
,
INV = I5.3'
A
sormAl OF J" PVC
q,
~� `
ELEV. S 15- 3`
. I
A
4 25, 4
sontw OF MASH t)«Meltfd
CONCAE) £
ELEV.2 14. 0'
- IALLA$t '
max INVERT
t
4 a i � _ f '
•r •
ELEV. : f2-8'
--
( SECTION VIEW)
srsr R16mr TANK co
STD Pr"- 34" PRECAST
CONCRETE CATCH BASIN
DETENTION POVD OUTLET
STRUCTURE
PL AN
SECTION _A= A
I
i
I
RIP RAP APRON
NOI'! S ON RIP RAP APRON
CCNSIRUL )'ION SPECIFICATIONS
1. EX AVATE BE LOW CHANNM O[!rL T AND WIDER CHANtiE[, TO THE
RR2JnUM RIP PAP 7111CPJESS FOR Ehal APRON. F'OIJD><J)1TIOti
TO BE CUT TO ZERO GRADE AND 1 IMIDOIIil D.
2. PLACE FILTER CSJ(M ON BOrrOM AND SIDES OF PREPARED
FDLJNE ATION. ALL JOI NIM TO OVERLAP A F132iDIN OF 1.01.
3. EDMRCISE CARE IN RIP RAP PLACEMENT TO AVOID DAMAGE TO
FILTER FABRIC. '
4. PLACE RIP RAP ON ZERO (MADE - 709 OF RIP RAP TO BE LEVEL
WITH EXISTING O[!= - NO OVERFALL AT ENDS.
5. RIP RAP TO BE HARD, ANGULAR, WELL GRADED CLASS B fROSSION
CONIRCL STCM.
6. IMMEDIATELY AFrE R fXX4S'fRUCTIQi STABILIZE ALL DIS URBED
AREAS WITEI VEGETATION AS Si1OM ON VEGETATIVE PLAN.
T
I-
ivorr' APRON FV OF PLACED LEVEL
w1rH THE TOP SURFACE OF
RIP RAP AT SAME LEVEL
AS SURROUlAVIN8 LAND
SURFACE - NO OVERFALL
SHOULD EX f S T.
r LICM rAff-r-
A B C D
24-37" 7.5, 18.5' 16
36" 9.0' 8.6' 14'
ENERGY DISSIPATOR
Fir -
I I j I j
r i -
.
I I
I I.
-i- i I L 1 a: A'• j
i
i
Li 'jII I' II -L
SILT FENCE DETAi,S
STEEL FENCING STAKES
r~_ 3,
I ` MIN.
I I^ !!
t I I f
II Ij
v
DROP INLET
WITH GRATE
FRAME
GATHER
EXCESS
7 _ AT CORNERS
a
CATCH BASIN/ DROP INLET PROTECTION
FABRIC
�STAKE
2-3"
coarse aggregate
CONSTRUCTION ENTRANCE DETAIL
PERMANENT SEEDING (EARLY SPRING AND FALL)
SEEDING MIXTURE
SPECIES RATE (Iblacre)
Tall fescue Bo
Pensacola Bahragrass 50
SerKmelesvedeza 30
Kobe lespedeza t0
SEEDING NOTES
1. From Sept. 1 - Mar. 1, use unscarified seTcicea seed.
2. On poorly drained sites omit serieaa and increase Kobe to 30
lb,acre.
3. Where a neat appearance is desired. substitute carpetgrass for
sauces and increase Kobe to 40 Iblacre.
NURSE PLANTS
Between Apr. 15 and Aug. 16, add 10 Ibiarxe German millet or 15
Iblacre Sudangrasa. Prior to May 1 or after Aug. 15, add 25 ibiaae
rye (grain).
SEEDING DATES
Best Possible
Early Spring: Feb. 15 - Mar. 20 Feb. 15 - Apr. 30
Fall: Sept. 1 - Sept. 30 Sepl- 1 - Oct. 31
SOIL AMENDMENTS
Apply time and fertilizer according to sal tests. or apply 3.000-5 000
Iblacre ground agricuftural limestone (use the lower rate on sandy
"is)" 1.000 lbraort 10-10-10 fertilizer_
MULCH
Apply 4.000 lblacre gram straw or equivalent corer of another surtabfe
mulch_ Anchor straw by tacking with asphalt, netting, or roving or by
crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
MAINTENANCE
If growth is less than Tully adequate, refertrfize in the second year,
according to sal tests or topdress with 500 tbiacre 10-10-10 fertilizer.
Mow as needed when sences is omitted from the mixture- Reseed,
fertilize. and mulch damaged areas immediately.
1. USE SMOOTH WIRE WEB FENCING (INSIDE)
FOR SUPPORT OF PLASTIC FABRIC
(OUTSIDE).
2. SPACE METAL STAKES EVENLY AROUND THE
PERIMETER OF THE INLET A MAMMUM OF 3
FEET APART, AND SECURELY DRIVE THEM
INTO THE GROUND, APPROXIMATELY 18
INCHES DEEP.
3. PLACE THE BOTTOM 12 INCHES OF THE
FABRIC IN A TRENCH AND BACKFILL THE
TRENCH WITH AT LEAST 4 INCHES OF
CRUSHED STONE OR 12 INCHES OF
COMPACTED SOIL.
4, FASTEN FABRIC SECURELY TO THE STAKES
AND FRAME- JOINTS MUST BE OVERLAPPED
TO THE NEXT STAKE.
5. THE TOP OF THE FRAME AND FABRIC MUST
BE WELL BELOW THE GROUND ELEVATION
DOWNSLOPE FROM THE DROP INLET TO
KEEP RUNOFF FROM BYPASSING THE INLET
IT MAY BE NECESSARY TO BUILD A
TEMPORARY DIKE ON THE DOWN SLOPE
SIDE OF THE STRUCTURE.
GSICSPROTEC
a
TEMPORARY SEEDING RATE WINTER a EARLY SPRING)
SEEDING MIXTURE
SPECIES RATE {Iblacre)
Rye (grain) 120
Annual lespedeza Orobe In
Piedmont and Coastal Plain,
Korean in MOur'OnS) 50
Omit annual lespedeza .hen duration of temporary corer is not to
extend beyond June.
SEEDING DATES
Mountains - Above 25M 1_ Feb. 15 - May 15
Below 2500 r- 4=eb. 1 -May i
Piedmont - Jan. 1 - May t
Coastal Plain - Dec. 1 -.Apr 15
SOIL AMENDMENTS
Follow recommendations of sort tests or apply 2.000 Iblacre ground
agricultural limestone an(760 Iblacre 10-10-10 fertilizer.
MULCH
Apply 4.000 Iblacre StrP Anchor straw by tacking wnh asphalt,
netting, or a mulch arKtpring tool. A disk with blades set nearly
straight can be used as anuich anchoring tool.
OMAiNTENANCE
R61011012e it growth s W fully 6dequ8te Reseed. refertdize and
mulch immeMaiety foikantg erosion or other damage-
CONSTRUCTION
1.
SCHEDULE
OBTAIN PLAN APPROVAL AND OTHER
APPLICABLE PERMITS.
2.
FLAG THE WORK LIMITS.
3.
HOLD PgECONSTRUCTION CONFERENCE AT
LEAST ONE WEEK PRIOR TO STARTING
CONSTRUCTION.
4-
INSTALL GRAVEL CONSTRUCTION ENTRANCE-
5
INSTALL SILT FENCING AT LOCATIONS SHOWN
ON PLAN PRIOR TO GRADING ADIACENT UPLAND
AREAS
6.
CONSTRUCT SEDIMENT BASIN.
7
INSTALL SWALES AND STORM SEWER PIPING -
SEED AREAS WHERE EXISTING STORM SEWER
PIPE IS REPLACED AND INSTALL ENERGY
DISSIPATION DEVICES.
13
ROUGH GRADE SITE AND STREETS.
9.
COMPLETE FINAL GRADING FOR STREETS AND
STABILIZE WITH GRAVEL BASE COURSE.
10.
COMPLETE FINAL GRADING OF GREEN AREAS
AND PERMANENTLY VEGETATE, LANDSCAPE AND
MULCH.
11.
ALL EROSION AND SEDIMENT CONTROL
PRACTICES WILL BE INSPECTED WEEKLY AND
r
AFTER RAINFALL EVENTS. NEEDED REPAIRS
WILL BE MADE IMMEDIATELY.
12-
REMOVE ALL TEMPORARY MEASURES AFTER
SITE IS STABILIZED AND PERMANENT
VEGETATION IS ESTABLISHED.
13.
ESTIMATE TIME BEFORE FINAL STABILIZATION -
3 MONTHS.
GSICICOrIOTE
EROSION CONTROL NOTES
1. ALL CLEARED OR GRADED AREAS TO BE MULCHED
AND SEEDED AS PER SPECIFICATIONS WITFfiff
30 DAYS OF COMPLETION OF GRAOI:YG IN ANY
GIVEN AREA.
2. CONTRA["OR IS TD CONTINUOUSLY MAINTAIN
ALL SED14ENT FROM FENCES AS RQUIRED BY
INSPFCTOR. ANY CO__='"E SE2:4E4- LEFT
AT ENO OF 308 IS -0 3E RE`OVE3-
3- SILT FE4Ci4G TO BE INSTALLED AND M1+14TAINED
SLRRO()4D!4G ALL DR^P INLETS. CATCH BA -INS.
AND MANHOLES UN"Iz STAB;L;1ZATiON IS
COMPLETE.
4, SEDI`4E4T FENCES AND CFE.K JAMS ARE TO BE
REMOVED FaOM SITE i(r{E4 GRASSI'JG IS ACCEPTED
AND STABfL:La-I ON IS '�OMPLETE-
S. ANY MATE?IAL EXCA 47ED WHI'4 :S 40T Tn
3E JSED TOR FiLL IS TO 3E PCWNV D. FROM
-�jE SITE ONLESS OTwER'.ISE DiREC:ED BY THE
OWNER OR ENGINEER.
6- A GRAVEL CONSTRUCTION EN'RANCE WILL BE
PROVIDED WITH A C" TH!CKNESS OF COMPACTED
MARL.
7. ANY COI-LEC-r-D SECIyF4' 714 THE 51701'4I4T
STORAG- Z-Ar OC THE SE":`FEY' CCYTRCL DnN3
SEA,__ BE REMC'lE7 -0
:ON SHNN _
1"EL FAI R SUMMIT
DEVELOPED Or -
TELFAIR SUMMIT, LLC
1309 SOUTHEAST HARBOUR DRIVE
WILMINGTON• NC. 28409 - TELE [phone]
DETAIL DRAWINGS
JOSEPH S. HILL, JR. and ASSOCIATES
CONSULTING ENGINEERS and PLANNERS
1602 HARBOUR DRIVE
WILMINGTON, N C. 28401
1910J 799-1344
DESIGN
DRAWN
P A T
'� •' ~ 1
CHECKED
JSH
SCALE
I
A 5 5HOWN
- - -
SHEET
f.'
2 of 2
DATE
'
SEPTEMBER 1996
REV/sr DNS

I
wr m% e
!,
+•.R wr I ri w,. �. ' ra w aR T Ira= � am Y ,awl r�
raaeA�
r...a.ww Yq. Owum r� R
_1 y ti a.r, . ■. r r. w. „•a . r . .cI.I J ,. !! B '
• �`"-� -- j - .. t.■r trr ■a I r . tw ,•u a wr= .a .r. rr
L Tarr ■r. w .. r,w� •. Ir r
oloomm am OMMO-ma� OEM
I---, -i PLAN {I to SLF!! ■s0�w\■1araV.t �ararrr � L
, 20 / , i� / 23 / SEC 11M -It a_ '� • •' • •r• r w r r rL .r r: ■ wr r r
/ / r:a.rrrl .r.r rr rawrrr�r♦ rrar■ •. •r -r�E 4 _�
IP
EXISrJNG MAN-MADE POND TO BE
sEct+ou-!nl
USED FOR STORMNArER MANAGEMENT / / / / r' , / •/ /.' --` --. -- -- ---- L rtw _- - ■rr�r +.arr+.rraw - Y
I NV. a 16- 4' ,/ / FP �.+.5 / _ r r I- . ■ _ r 1 r .. - r r Ira. wf {.� r =rwr u■ w..r
FOREBAY PROVIDE 13 ' . r { 1 / / ' / ' /1 - F - • w. ! y + i
/ // / / / 4 i I • r r
CY RIP RAP / 1 �
scc1,ow-TV
•,may .- } sEctr�rr sa r !i �� r a:
e•.r . a..r ..� ra I-+- .r . �
I.P. • � � , / / / / / ' ' / � t � � i = r�i ter•. i�"�u ar. ,.+a r r .gun
w■ISELIVATKP
w ZV S �1 r : "1! ' _ J[..rr • M. IAN ` q
I � / /, / /� r' vwrr^��.71-_i1� E w:.at .. f�+Iw1- w•. ■w ._ i'� r. _ I�w. :ems f,"_
� FP L 5,O / / / r / // / f � �E E::
TlE-IN TO EXISTING AIAM40LE ON ,v� �' -- ' / / / / , / / / / ,r 1 • rt
+� I ,11
GRAVITY SEWER LINE SERVING :�1� -..- _ _ - _ _ - A , /y'/ / / / / • / ■1j I ,I +_ ` �r L _ _(- � Lai +L �( �_jdL •w � u
°I - - - �/r r / / / / �` �r rr nr - 1 •- - I -1
LINKSIDER I i ' / /' / / / / ■ r • wa ! +s Iw I ,t r'.- r rf i r1. 1-rTr . (..� : , • •. • sa
�_ / �. ' i'+6L 90r 2A.0 / / , / �.n,.,■ L 1- � •r.re�e..I
20
T!E-IN TO £X15TlNG 6"/ ' r 13 � ` 2 MJ ��11ID' , / / , / / , _ rI rx+,/+,f
GATE VALVE C4 END OF ' '-� 4,0 / •�` / ' ' , ' ' - - �� �' J
WATER LINE SERVING °(�� FP 21.0' I / FP 25.0
I
LINKSIDER I,! y'� �'� �. ' '2 / 'r / / / ,, STANDARD BRICK NCH BASIN STANDARD BRICK CATCH BASIN
�f / / / stir„ r 145 �"u`1•�w
tnr tart tr-ai. ...a:.,
C-9. FP = 22 f�
RIM r l9.9' I ` / - f- K I / / / ' / 1
INV. = I6.T' III , ` �l C@. ' \ +240 , ' r. � ,
Ir ` 'O t20.0 '� r �RMM-2244. S �' /, / / / 1'OLi , / I, // / f' NOTE: ALL RUNOFF FROM ROOFTOP pRAINS WRL
P-B" 43• MJ BENDS I1 , , FPr = 29.5 ! ' BE DIRECTED TO FLOW NATO THE STORMMrrFR
410 LF
0 t
�- - $ "�18"/ RCP / 7%' jf= 26.Pr _ ' ' / / / / I ' '� DETENTION POND.
ly R - - L7Y. (P!z LF - 1 -~ L,_ tVvx 21.8, / / /
MN OPA-I r / / �l90 LFJ, MNi 7 - , , / , r / / 1 +
r
+20.2 -� +24.0' - I� ', / 29 +
DISTURBANCE FOR OFFSITE y SS ~ '� L !I� $ , ' p �r / ' �/ f♦ / DISTURBED AREA
I �
BOUNDARY rB. 4 AC. )
WATER 8 SEWER = D- 10 AC. '',' '• d � ' r / � ' , . /' // // /
FP
19
I.P. IL
T
23 ( /R,�1/M= ZB 2' ( I I - - / • / .' , . '
22.
/, I / ,, ,-r l Ilr r FPf29.fi
42
01
/\n,II��
30 / I ' / s..lh TRIM = 273'
INV.IOUTIN 18"= 22.8' / -
r 1 I NV. II NI E 18 "= 22, 8' / / / - . 23
/ \ INV. (INJS IB"x23.4' / / I / i ,
• / , / / / / , I M 4 // / le/ / • / �P ` ,,
/ . , //r"J
-
mim
/ i '/RrY = f
WETL.IKDS LIFE- - / / / , / 1 r 1 .� / - , 30 'r P3.3' , /
128. 20' -
I.
r 1// ?'p i ' / r PIPE Ara
1-E =6" ALr Tff , ►z6.0 s , ' / / ', BEGIN STREETS 18- B RCP dV O-S % (48 LFl
-6" ; V B BOX / 's ' ' / PROMO£ 13 LY RIP RAP AT
/ WITH CURB 8 SET PIPE AT EXlST1NG GRADE
1 - IIY?RANT /Il' ' -.` ' GUTTER
MNSC-1 , INLET A OUTLET
dk
16.0
n
/ / RIM=26. / +2fl0 /' r , - ''' , ' ' 15"I 'RCF- . 40'Q'* _
/ / / / INV,rt4 / 1/ .'/@O.5 11? F1
/ '1 J
/.' r / ' ' / I-6"r2' F 29.'0.,. '•/ / I-%i6~4J,TL=F
(20LF1 �27.2 ' / ' . / r jam' 12'6"fiiVBB U 6 B
r35
fl w43'M1-6"GVBB w
30
cy
RIA1=26 / / ,'' r , / RIM = 23.3
/( bW 24. / �/ / f8v = 23.2
/F�'= 29! I , , ` / / '/' �' , / / , / NOTE-- EROSION CONTROL PLAN
, / ' , , r � / r r e '
z3' '/ / / ♦ `� FOR ROAD CONSTRUCTION FROM
' ' ' T / •, ' ' TELFAIR FORESTO THIS
• ' i �// /*�/ r'/ / /� / / ,' / , ' ' +2 0 r r '. POINT PREVIOUSLY APPROVED
top
r 4
,' 30 / / / / r ' ,•' ` I ! f , r , 1 ,1 r , , 404 WETLANDS
+231.0 Q ` , + I / , 1 , , . , ' �', / ,' / V BOUNDARY
1 / 1 rr %•l rl r I I I r 1 Q r)
h
I
r (
f f+ I ! ! 79,0t f' r �1Jlrrl Ifr rr r / /
1 I = I
O �I
!
,I !35
I J r I /, 1 '201
I+
i I 17 t 1 1 y 1 I 1 r ', I r r l 1 1 r! 1- 6"r 6" MJ TEE
I 1 I i I , I r r r/ ! I( 1- 6" GV 8 B
1 y I 1- HYDRANT
f y
Ifff y y tt �}•� ) t r 1 i r rl I / r r I- S"x 2 REDUCER
FP r I Jw. d
11
V (/ /1 I I 1
[, 20 1 I 33 1 1 I I 1 1 y /- 1 1 14-I,
9LF I 1 , l
i 1 1 1 I 1 y
\�`` ,WN4rA- �P'=`
1 fE' 6 1 1 Iy I 1 1 L 8.0 fI 29.0+ I 'S `, 11 �+ + i f l t l l y 1 UPLAND
y 16' 1 t + 1 2 O 1 1 1 + \ l, 1 1 1 , '++ y 1 1 \ 1 � l 11, 1 \
41 1 1 I y t 1t t 11 l l
l�pEW , 1 ,6• � 1 I 1 6 6' I` 1 yy +1 � 1 f I , , 5, 1 1 �1 1 1 t 11 1` y+
150.1
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4 FA _ 1 3 {J 01 1 t \ ', 1 ', 5♦ 1 i + I f , + 1 1+ I I I
, � , Iy, xl \t,\2D t• \
�6 'I 1 ' MYCRETE'
1 1 1 STEPS \ , \ \ + +'ei
r
L74
S 70'14'31' E
25.70'
L75
S 25`48'49' W
38-29'
L76
S 42'1T20' W
55.12'
L77
S 3-r14'38' W
39.41'
L78
S 37.34'25' W
32.74'
L79
S 42.00'09' W
37.05'
LBO
S 40'25'44' W
51.14'
L81
S 33'28.10• W
60.75'
L82
S 27r93'43' W
47-35'
L83
S 09'34' 16' W
129.06'
L84
S 04'13'07' E
128.44'
L85
S 51'074V W
1 22'
R'
£ 00' C- A'EVENT~
_ PY,y7 T
14/ 40 • !4/N
W -
W
r
1
1.04 AC.S "
UPLAND
QRAIb"E DATA
PIPE
R-O-
RAINFALL
PIPE
NO-
ACRES
COEFFICIENT
INNI
0 CFS
SIZE
GRADE-%
_
1
175
0.26
2.5
110.0
60
0.5%
2
6
0.25
6.0
6.3
1B
05%
3
4.5
0.25
5.0
6.6
18
0.5%
4
2.0
0.4
CID
4.6
15
0.5%
5
20
0.4
6-0
48
15
0 5%
6
&0
0.4
5.5
11.0
18
0.8%
7
6.7
0.4
5-5
12.5
18
1.5%
0
7.2
0.4
5.5
15.8
24
0 5%
-p k
Ex/STING
ROAD BED
NQ TE,S.
1. ALL STREETS ARE PRIVATE AND WILL BE
MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
2. GROSS SITE AREA . 24-37ACRES.
3. CLASS IV SOILS . 12.20 ACRES. (NO DISTURBANCEZ
4, BASE SITE AREA .24.37 ACRES-
5. ALL BUILDINGS DUPLEX. TOTAL DWELLING UNITS -
40.
6. NUMBER OF BEDROOMS PER UNIT . 3.
7- WATER AND SEWER SERVICE BY FAIRWAYS
UTILITIES. INC.
8. SITE ZONED R-15.
9. STREET R,W 40.0' AND 60.0'.
10, DRAINAGE TO BE INSTALLED PER SCS
SPECIFICATIONS.
11. ELEVATIONS ARE RELATED TO MEAN SEA LEVEL
(MSL).
12. NO CONSTRUCTION SHALL COMMENCE UNTIL A
PERMIT IS OBTAINED FROM NEW HANOVER COUNTY
SOIL EROSION AND SEDIMENTATION SECTION-
13- 100-YEAR FLOOD ELEVATION . 10.0'.
14- LAND BELOW 100-YF-AR FLOOD ELEVATION . f4.68
ACRES.
15. STRUCTURES INCLUDING BUILDINGS AND STREETS
3 84 ACRES.
16. IMPERVIOUS SURFACE AREA . 15.7504 OF BASE SITE
AREA.
17. PEAK RATE OF STORMY/ATER USCHARGE AFTER
DEVELOPMENT SHALL NOT EXCEED PRE -DEVELOP-
MENT RATE BASED ON IO-YR, 24 HR STORM.
cr1q-,56
404 A REA 3
14. 68 AC-1
CLA55 IV SOILS IDOROVAN)
= 12. 24 t
_ •Y" / RCP Cc 0.511. (48 LFJ
rO
WLMIHfT1 w
■
LOCATION MAP
1H
_ BEGIN STREEr WITH NO
CURB 8 GUTTER
RiN, 60,
6"e
AO-- -
i2 NCB 30-
H�'
E C E I V E
uuI
2 2 i996
1054.55'
PR OJ # •--t ` (c�Oq ZO
THOMAS DAVENPORT WRIGHT
L:.NKSIDER AT THE CAPE BOOK 1343, PAGE 1539
800K 163Q 30! ACANIF
r •-
L86 N 03'0218' E 33 jr TELFAIR FOREST (FX1STING} -0- r-d f v r r -y ' ":- r T.rr
S 86. 37, 00" E 29 33' O.OI AC _ �• LOT It Q�v g BOOK p�� I f • r!' .
/' L87 N 13'18'13' E $0 1 ; 1
L 42783.84 / 12a22' T tr' ' •' ['• sc'-
` 0' ./r
L 73 �� / ' 1 + L B6 L88 N 00°09'04' E 20 F - 12 MOSTELLA 1961 1064 • - r ♦• '� ' , , • ,' /r
L 76
�� f Ld7 21 L89 N 18'59'26' E 47 r 18 MARSHA R. 1874 929 _ �_ ♦ ' , v- 1 - '♦ j • 20- e' JO a• i \ 1D'- o' COVINGTON rE an aAcK or o,au, LT }/ ! LBB L90 N 19'29'0T E 55 0'
1 \ 7""
404 AREA 3 19 " JACK R. 1884 1100 �•-`-C
14.68 AC. 2 _ L89 L91 N 22'45'16' E 40Q' BREWSTER Y'-OR COINL74= CURB_B G(/TTER
Lso--aj / ! UPLAND IN, _ I +�-L9o- L92 N 42•ZT39' E 72
509TH£A-rL-RN Le! 1.04 AC� /.� _ . 9 JAMES DEAN 1937 994
ENTER PF ISES ,ENSEN
L93 N 26'30'O4' W 31;/
BOrW 295r, Pa GE 24 / / � � O 21 . LOUIS H. 1890 249
' UPLAND / i l _�. / _ L94 N 64'03'41' E 29 if CROSS
BCCW 984 PAGE 7.0 Le //
F2 3.23 AC ± � � - � r L 92 - -
~ L95 N Sr16*55' E 23 }f SL4LANDATAL
.� Too rR Ft000 �t93 ,B
(ELEV. 10.0'I L�£�><- �- - �� - �.• i �� L94 L96 S 57'16'34' E 26 Ir
�y '- _
L9T�r L93 vi_LFY L97 S SY43'56' W 10 3'
/ '-� % y L99 BROOR RO
JOO-YR FLOOD t'1 w. �i - - -
r
rE1£v10o'lL100 It51`2651• W 38yU L99 N 42'24'12- E 29 -f
L84 1'-'0' L102 TELFAIR FOREST �y L100 N 32-MW E 67 if
Ld3 ti 2,346 9!'
N 86• 4631 " W L103 - - - - L101 N 50'5922' E 6E iE
HENRY J. B£CNER D['ROTNY M_ XROPP
L102 N 30.24-56- E 52 37
BOOK IW3, PAGE 686 1 BOOK 1249, PAGE 1Z93
SCALE" 1`, = 200' Ifll L103 N53'24'14'E 101'
TO
WILAI111R, TOR
r
L EGEKID
rl96
£X15TI1vG GRAIDE
182
FINISH GRADE
18----
EXISTING WNTOUR
-20-
FINISH CONTOUR
- - -
OITCH
- --- SS-
SANITARY 5EWER
-- W -
WATER
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CLEANOUT
-04--
WATER VALVE
• B-0.
SLOWOFF
11
HYDRANr
MH
MANHOLE
got,
DROP !NL E T
==== =
STORM SEWER
• C.8-
CATCH BASIN
'O1w
SILT FENCE
CHECK DAM
SO
SANITARY SEWER
SERVICE
W
ti ~
PIPE a 1
60" / CMP (1) 0. qv. l3.o 2
SET POPE AT EXISTING ti
GRADE. PROVIDE 20 CY
RIP RAP AT INLET 8 Z
OUTLET -R/W 28
N 86" 46' 51"W
(MWIFIED VAUEr CO,1901
4d o" 4/r
-Be•1 �. H r- -.IW 11 r -�B-r-
, ArrT[w PE yrr[4i
I
I `• !row
I Yr- Argyll
-�---� slog ■"r.r. rr � �'-�
nst♦ +o rrrcw a r 5KVLDER SLOPE
•["1Y0 QAW !/2" PER FOOT
STREET CROSS SECTION
I CU*R AND 6U►TER )
SMOULDER Stag
va' Pro rr.
frlr{r
rows-1, ON409
rl[r.-13.0's
I
[" aro■rr
r Va• AI►MALT
vP 're er.
I
Nr
Yr
/ t rrlll +R
rLty. a+7 s
STREE T CROSS - SECTICIN
404 WETLAND CROSSING
APPRaX SCALE: r-r fO' HL7RT
f- • 2' VERT
0
` IO' UTILITY EASEMENT
1-1
x
GRAVEL CONSTRUCTION
ENTRANCE
I,
�i
z
TEL FAIR
FOREST
SUBDIVISION
cf
1 lam! 3
TELFAIR SUMMIT
-DEVELOPED BY -
TELFAIR SUMMIT, LLC
1306 SOUTHEAST HAR813UR DRIVE
WILMINGTON, N.L. 28409 - TELE- I910)799-2646
STORMWATER MANAGEMENT
EROSION CONTROL, SITE,
AND GRADING PLAN
JOSEPH S. HILL, JR- and ASSOCIATES
CONSULTING ENGINEERS Orrd PLANNERS
1602 HARBOUR DRIVE
WILMINGTON, NC 08401
910) 799- 1544
DESIGN
JSH
lP�� ' - /i •�•. DRAWN
PAT
CHECKED
�•�, j 4 A L ! 1 1 JSH
\ SCALE
-r•_ ,•� SHEET
�`- ,.••` DATE
AJGUST 1996
8� 13 /9Co
REV, 5 TON S

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m ram illawW. wls - e.r T ui+gM ■. r .r• , .1�/ 7 /4.•./ Fw7
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SWALE INV. r I9.0' , awwa .rx ■r..w�.r .rw■w� -- ---41 �� h_ .r 1
1. %. 7 r r MI• Y r.l wu www ws K ra
T _
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S7YALE a 0.1%� A Iw.eammum.o.n■"win mb.r.rr wr �OfTt+P9.,.a L -
fl" a...r r. c ■
_ j0 � / / f wrrr�.r•�rr� rrrrw rt rrY w _ j11
_ f r / ' / � / SECT�OfI-YY r.rr�w►. r�wr waw��rr rr■ �rs-r � �, � __- -_ _ -=_ .�• �
.. EXfSrINC MAN-41A0E PONB TO BE
• NSEV FOR STORMWATER MANA6EM£NT Im
>w/IrNV. = 16.4r r1/ �1 ■ - _ rPROV1DE a , 1 t 1 / / // _ �CY RIP NAr ! 4 t / / //_
- - - r' '1 / ! �P� / SEC T>On-►Y �; �` f ■ !I[rOA�`i5 `� .rr e,a r �■
• . / f / / ! / / _ r- r w v7�J �. r'si,I err a++_.r..� ■a[.-.- a
FP 25A /,' 2+ / ' r Tf�r.uH 11 K�
- - I w L / / //(/ ! I / J wa ... Tar r• fi _ . -
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i
'�`'�
{pu
.�.
r
,M •-
t-'•Ialw
a!f
r.
2
f\I' / I I
vrr/3 *- ,
i FP= 25.0 /23 '
FP 21.0' 4 `'. dodo de/ / / / , STANDARD BRICK CATCH BASIN STANDARD BRICK CATCH OASiN
1y �
W r/ / niRvIT TwRu fw
r��rr�cn■
FP 22XK _ IF / / / / / // / , 14 v ■1}+•R■ fn ■i. r[J it 2 -%,a-4a
- RIM 19.9' f - / 0-2L / / / / • , \ .
Tiff-W TO EXfSrAY6 1 ' t ` f2r. +21 ! �r / *ASS r J / off
WATER SYSTEM ` 1 1 e _ ♦ r C - , . r / J / !-
SERVTAK kI11fXS/DE71 -- �- - - -
+20.2 t22.0 t24.0 i - ~ ` iMH i� r / / / / / 1 I _ ���A i 3 y = a� ,
TIE-IN TO EXISTUHI - - / s 4
- BRAVITY SEWERS S$ 1 _ / / / ri / / / '/ ' / / / FP =` 29 3r i / / / DISTURBED AREA 1 ■ ;
BOUNDARY f 6.4 AC I
SERVING LAVKSWER ` `� .. 1 / ! , / ' t ` , / / / f / +2 3 11 /I f/ // rm o _ s �� .y y >� R +� w� _i
/ i�
AV / i l t ' i /' , ' 35 / r
\ f / 23 / I AfFr=29.2j rjy
/9 27 \ ,Q .'f'. / / ' r I / r i �� ��,�•
I I / ! , / / 1%\0 a W _ , / / / , / r /i / / • /,` w�
FP-?30.0�
INY xvr)N /B', 193'
/ / 1W. , _1� I1,Nr E to = is. 9' / ' / Y3
O INK+zB.IIN/S le"=23.4' / /• , , / i� r /
\ / r �1►� . i
OMMA-3
241,
20.2
_z9.zo
/ / r f V �d'j+ `�� iB,1, / / ' r� �r If,� .•,
30
WETLANDS LltiE- / I / / / , / ,
J,' J / INV. = 1 S. ,
ap r 20 , ' / ' PIPE a 3
/ ' cy / r-6, Gvd sox / r ` `` r / / 23J SET PIPE AT £XISTINGS6RAOE
/ / r #zs-o r BEGIN STREETS
I - 1'fr'DRANT / ' ' , ' WITH culls a
/ / � / Q/ / � � � • /MH a GUTTER PROVIDE f3 CY RIP RAP 4T
/ /B''r� 1 _ / INLET A OUTLET
r
/ ' 2z.
/ I _
' / / /.. � ' / '' ,,' • ' / �
/ ' � 2 � Rip. I
• , / ` rl
RIM = go. J c / / 13 " 1 'RF
e.0 �I3
! / , C
do/ INV, -24 0.3IA 1;?LF) '� 1
' /
ffle/ -1-6"x2' F = 29.�r , ' '� ' / l-v.ivfN R
YtE ~
O 3C/P. ' , / , ` 2T2 r NJ REQDILl1lT ' / , r r / 20 / . /W p, UT/L/TY EAS ~ t
..
PIPE
NO.
ACRES
SHAG€
R 0.
COEFFICIENT
1]ATA
RAINFALL
INiHR. ,
(l CFS
PIPE
^%!ZE
CxRMX i
1
175
&a
2_6
110.0
60
0.6%
2
5
0.26
6A
6-3
111
0 5%
3
4.5
0.25
5.0
5.6
is
0.644
4
2.0
0.4
&0
4.0
15
D-s%
5
2.0
0.4
&0
4.5
16
9-5%
a
6-0
0.4
5.6
11_0
1e
to%
7
5-7
0.4
6.5
12.5
1s
V5%
6
7.2
0.4
5.5
1rs8
24
0.5%
1.. ALL STREETS ARE PAWATE ANO WILL BE
&1AINTAtNED BY THE FIOMEOWWR'S ASSOCIATK)k
2. GROSS S4TE AREA a 24 37ACRM
2. CLASS IV SOILS . t2.20 ACRES- (ND DtSTL 8ANCE1
4- BASE SITE AREA .24.37 0A7M5_
i ALL BURMINGS DUPLEX. TOTAL DWELLING LWT5
40.
6. WWWR OF BEDAOOYS PER 1Ht1T .3.
T. WATER AND SEWER SERVICE BY FAIRWAYS
UTtUTIES, 1MC. !
* S1TE ZONED R-14&
9- STREET Rr* 40.0• AND 60ff.
1t#_ DRAINAGE TO BE IILSTAI-LED PER 5CS
_- SaEC1FtGAT10N5.
.11. ELEVATIONS ARERELATED TO MEAN SEA LEVEL
(MSLt
12- NO CONSTRUCTION SHALL COUI WENCE UNTIL A
PERMIT IS OBTAINED FROM NEW kANiCIVER COUNTY
SOIL ER06ION AND SEDIMENTATION SECTION!.
1!3; 400-YEAR FLOOD ELEVATION . 10 (Y.
14. LAND BELOW Wl)-YEAR FLOOD ELEVATION + 14.68
ACRES,
16 STRUCT07CES FUCLLIDING BUR-006 S AND STREETS
. 3.84 ACRES.
16_ IMPERVIOUS SURFACE AREA . 115_75% OF &&% SITE
AREA. `
17 PEAK RATE OF STOP; MVfATER DISCHARGE AFTER
DEVELOPMENT SHALL NOT EXCEED PRE-OEVE"-
MEWT RATE BASED ON 10-YR, 24 HR STORM.
814.56
r . l20tF1 . / . / C. T
33 1 �
, �, r ' / ' % ''43• MJ O 'E . _ l40is
' lgrir
`
r 2+D r r ! � / , / / / r , RrM = 2fi , , r • Zl � , r / / RrM a, W/FP'- 2Jr /` IAM1S = 14. ' / i i , �'r • �/ / / / / / 1NV. = 20-0' NOTE: EROSION CONTROL PLAN-
1 . 23 ,
J ' . , / / , ' / / - FOR ROAD CONSTRUCTION FROM ~ t
/ I / / ' I /' / r !kH ' '+2 ,O r r '/ r' •' ' /• r/ TELFAIR FOREST TO THIS 1 _
1 / I ! / / r / r ' ' /�4 % , I / , r ` , '� r , . / POINT PREVIOUSLY APPROVED
. . i , 1] V
/ , /. 1 - t / / / ! ' 'r r, 1.04 AC.+
. ! ~ A0// / I / UPIPE &Z
PLAND
B � !9" • RCP aGl 0.5% 148 LF!
31 / ' 1
1 I J/ rl Ir / /, �'' I �Jr ' 404 WETLANDS Q
+29.0 to ! r , ! / , , , ' / BOUNDARY
J/ / _ - 940 'Q'W
(,
�I125 Irr r rFY I$a,101 rI I �� , I L' r1 fir, r Ir/r r fr'!I/ Irr/r/I r EXI STIYG
ROAD VEO
29.0+ 7
i I I 4�1 I II 1 Ir Ir 1 ) I 1 I y II r ;r..!DOr
33
Y 1}
1 11 i 1 1 I E 1 I I 1 r f 11 r r Irr rIf I rl 1
. =• �� ' t !!! ; i 1 1 r�9- , I � ► f ,t / r r r I •1 �•�`I II I' / 1 ` r I
kl�
i r ; FIP
F:/rr1 1,
33
4 j 1 1 1 1
I 136i t , t 1 ` `\ MrI4rA- p`-` 30.
5 1 1 ' y 1{ l r 1 I 0.40
1 i I „ 1
I l I 1 1 1 1 8.0 , 29-0+. t , 1, r l t 1, 1 UPLAND
``t M1, I r yl tI y 11I
j 1 1 1111 ,
i 130'I
P rt t 1 1 1 1 1 1 t l r 1 1 1
404 AREA 3
14. 60 AC. 2
CLASS IV SOILS IDOROVANI
= 12. 24 1
70
■fk~ m"
xd MzT
~JECT
3f TaE
� r
rfj
If f
1
i
L
-
--
/`•
--
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BIi..Cr
�
LOCATION MAP
STORMATER
D E C E I V E
SEP 2 51996
pRoi # D
" BEGIN STREET WITH uO
_ CURB a GUTTER 1
/ r 3.0 'LP/
F /
I 1 �y L/
FA -r 3�01 1 1 ` 1\ 1, 1\ ',
1
t i 4 L 1 , \ � � 1 `1 1 ,!I t,\20 ,• , G
FP
N 86� 465!•w �
1054.55
L74 S Ar14'31' E 26.70
L75 S 25'48'49' W 38.29' -///'''���■ _ _ _
THOMAS DAVENPORT wmuH7 - _ - - , ; l �- + r _ _ _ _ _ - •_B a
06 S 42'17'20' w 5-1z LlNKSIDER AT 714E CAPE E 3 Irr - _ -
8tlDK 1343, PAGE 1339 1 i/ j : � � r � � � ;
LTT S 37*14'38' W 39.41' BOOK 1636, FX6F 519 3.01 AC
L78 S 3734'25' W 32.74' r - L$B N 03r' °- �� s r o• �rr r Yr• r rr�
'02'1e' E 33.8Q' TELFAIR FOREST (EXISTING)
L79 S 42.00'09' W 37-05' _ 29. s3' O. OI AC. x
s 86• 57' oQ" £ L87 N 13'18'13' E ea. te. LOT of OWNER @QOK PAGE � p • ' 1 ♦ .
Lea s 40'Zs'44• w 51.14' L 4 2783-e4 _ rza2 ` - - _
Lab L88 N aalas'04' E 20.2r 12 HOSTELER 1951 106Lt ' • • •' r . L TS �r /
2! - r � !! • * • Ill" , I
L61 S 3312910' W 50-75' �/
c76 ; ca7 L89 N 1$'S8'2b' F 47.Z3 t8 MARSHA R_ 1871 92`9 �, • ' , y _ I ~ y _
L82 S 2r33.43' W 47.35' Lr: j ! - - - COVINGTON
I \ 404 AREA 3 Lae 1.90 N 19°29'OT S 5964, � �+-�
L83 S 09'34'1b' W 129.0s' L79 __/. - ` - 14. 68 AC. x Leg 20 L91 N 22'45'18' E 40.67 19 8 EWSTER 1884 110(}
J G � = 0�' cOr�cRErE CURB a cuTrER
L84 S O4113'07' E 128 44' LBO --Al' / = r UPL AND
$01THEA"T£RN I 1.04 AC. * \ _ I Lam- L92 N 4227'39' E 72.3s O JEN1ES DEAN 1937 994
L85 S 51'07'41' W 1.22 ENTERPRISES L811/ _ / / ! `'SEN f MODAr7E0 vayifr CURB r
'� -�. L91 f9 L93 N 2813a'04' w 3t.4d' rlrasrr•4+L!
BO299, PAGE Y, 21 LOUIS H. 1890 249
dOr(PAGE
iirr. • ►i.y z
OK 983, Pa SE T2tl L62 UPLAND ` � � � L94 N 94'03'41' E 29.3$ CROSS
'*.- , i` _.� y
3.23 AC. 3 � ! �. � / �- L 97-
L95 N 53116'5W E 23.94" SE.44JINOATA
�• �• /DO-YR FLOOD -L93 18 40.0- A/■ -�
Lam (ELEv. 10.011 L�E£�'. �`- ..��� �: ,� _L94 L96 S57'1"'E 26.7ET �e-v- IL
�� - 4• �: / L97 t ` L93VA' LEr - L97 S 52'43'S6' W 1().96 ao•� w-- rr o- �� w.f�--"ro ry ��
100-YR FLOOD! /4\I�r _BROOK RD -
�� IELEV 10.O'/ 1 dP k01r''I �f/4 �'� LIC09 t 8 N 5112E'S1' w 38.9T ELEV. w arr-r
Lao � -
L rD r2 L99 N 42'24' 12' F 29.16-
- ` 1 r/ / TELFAIR FOREsr Sy L100 N 32'55'29' E 5T95"
LOS -.. - -- �.f Z,3444! L102 !' srawr
1 L+rr" vl+.■ar
L101 N 50'59'22' E 56.95,
N BE. 46, 31 " w - - - --�� Ll03 Y �. ..s•Ierr R
fL102 N 3a°24'56' E 52.9Z �` grow .Q crr4r4 LW 5rp11DER SLOPE
HENRY J. PACKER DOROTHY M. XROPP r/2' PER FOOT
BOOK I913, PAGE 6a6 SCALE: I `� = 200, BOOK 1249, PA 6£ 1293 L103 N 53"24'14' E 10.17, ME -ma CLOG
STREET CROSS SECTION
ICU" ARID GUTTER)
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STREE T CROSS - SECTION
404 WETLAND CROSSING
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L fGEAID
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FINISH GRADE
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---- -
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===
STOR14 SEWER
a Co.
CATCH BASIN
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CHECK DAM
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6d' a CMP ca 0.3Y. 13.0
SET PrPE A ExisrIUG
GRADE. PROVIDE !O CY
RIP RAP AT INL £ r a ,
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TELFAIR SUMMIT
-O£v£LOPro BY -
TELFA,IR S(1,1+)VIT, LLC
130a SOUTHEAST HARBOUR DRIVE
W1Lr:N6TORO, N.C_ 28409 - TELEr 1910) 799-2646
PRELIMINARY PLAN
JOSEPH S. HILL, rJJ4. and ASSOCIATES
CONSULT/NG ENGINEERS O/Id PLANNERS
1602 HARP DRIVE
WrLM1NGT0N, N C. 28401
f 9/0l 799- 1544
{{ _J
JESrGN
JSH
dd�• 4/-. to..
504WN
FAT
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AUGUST 1996
R£rr 5/ON5
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