SW8060560_Approved Plans_20140325

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DRAINAGE PIPE CHART
EROSION AND SEDIMENTATION CONTROL NOTES: " OUTLET i
AREA 04 0 DIAMEETIER GRADE - FINGTH VELOCITY
I PIPE (acres) .�� (inches) (" i__f.)_ (fps)
3. Seeding -SawjAvallos 18 :: 0.70 56 5.5 �
1. Sediment control devices and structures shall be installed, ::BA:: 2.1 6. 02 18 2.06 so il. 5 FRED HARDISON
. maintained and amended as needed to provide effective install necessary mechanical erosion and sedimentation control practices 11C., 0.5 1.43 18 " 2.06 1 50 9.5 DEED BOOK 265, PAGE 58
control of accelerated sedimentation until the contributing before seeding, and complete grading according to the approved plan. I'D" 4.4 '-2.6 18" 2.00 44 9.5
watersheds ore, stabilized. , Ume and fertilizer needs should be determined by s011 test. Contact .F... 2.1 6.02 181, I._'7 52 -7. 0 1 . ZONE = RA
2. Costructigp 5"enc NCDA for additional Information regarding testing. When so4l test am 'IF" 5.7 16.3 2-18" C. 65 44 5. �,
, 0: available. follow rates suggested on Individual specification shoot for "G" 117 4.87 18" 0.65 44 5.5 1
- I A. Notify Engineer, Owner and Land Quality Section prior H" 1.1 3.15 I' 8:1. 0.25 55 3.6 .
to beginning construction. seeding mix chosen. Apply fte and fertilizer and work Into 4-6 Inches of ::I. 1.3 3.'�3 18 0.65 44 5.5
B. Install stabilized construction ont-onces. *oll by d1sking or other suitable means. Operate machinery on the contour. ,.,ill 0.4 1.15 161, 0.65 44 5.5 .
C. Silt fence shall be Installed where shown and on all When using hydroseeder, apply lime, and fertilizer to a rough, loose surface.
down slope$ of areas to be disturbed. Sit fence � Complete seedbed preparation by breaking up large clods and faking Into I I
. shall be maintained until the area Is stabilized compotely. a smooth uniform surface. Broadcast seed into freshly loosened seWbW Q=CiA e . NOICH PER .A(B.14. P0.60 / I
D. Ones perimeter silt fence is established, commence clearing . that has not been seded by rainfall. Seed mixture shall be distributed I
I octivltw& uniformly and'oovered with a clean straw, mulch. All mulch shall be crimped or I
E. Those areas not Impacted by dredging activities or bulkhead asphalt tacked to help hold In place. Material and application rates are as follows: NX
construction shall be Immediatley stablized (seed & mulch) In NOTE: an \ \x\
accordance with seeding specifications. M Mplication R \ " .
F. During doming activities, Install *11t fence barrier around Lime IWO lbs./ac. NCDOT andior PrivaLc roadways. \\ ,
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dr do spoil areas as s Fertilizer (1f0I-10-10) 800 lb,&/= use TIC -DOT approved RCP or HD?E (2 wal'-) in all other axea53 \ �1%k:,\\
eg hown. \ \ �\\ I
I inc_-,-_ding driveway pipes. I, \ I
G. During clearing activitions, Install Sediment Traps where Mulch 1.5 tons/ac. I 'N!I�\ \
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Indicated. Divert surface drainage to Traps with temporary eManenj . Seeding :\Is "
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. diversions as shown. Common udo �\,\ "', \ N��\\\ \ I
H. Upon completion of Installation of all sedimentation con" (Unhulled Sept. I - April 1) 100 lbs./= RIP RAP SCOUR PAD SCHEDTJLE '\'�v\. - \\ \
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measures, commence construction of bulkhead* as shown on (Hulled April - Sept. 1) 75 lbs./ac. /11 11 " \", " -% \ \ N
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plan. Bulkhead filter shall be Installed concurrently with MOW IF esoule 50 lbs./ac. , I 11 -1 %,,`�,�, ,- \ \ "" ", l, `0 \ I I I
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bulkhead Installation. ,I I I -- \ ", ." N
Rye Grain (Sept 1 - " I only) 50 lbs./ac. I I ,,,, RIN \\ k ;;11
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1. Upon completion of installation of all sedimentation control German Millet (April 1 - Sept. I only) 50 Ibs./am LEVGTH 'K DTI[l TYPE / / 1-1 \ � - -,:%%�_­�
/// I'll ,_ I ,N-' 11 , , � t rKvz� " 1<0 I
zz,r_ ffee-,) (felet) f1l / \\ � 11 -,-",v 7�- - riv
measure$, commence dredging activities. All dredge spoil TwnpMEX Seedin R73P F 4�� - ZZ� - � I I I I I I I I
1 5.5 2 9 5 ClI.B.I /// / / _; � �, 114;;;��'., :�� -� I
materials shall be placed In desigated spoil areas. Maintain Dec. 15 - April 1 5 . = CL.113. /// I / / ,-- - - . 11 �,%,14." �,__ 11
erosion control devices as necessary during droolng. 2 9119 2 9 /// ,_.� ".1 1� . N l,� - - - -
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Kobe Lespedozo 50 lbs./ac. / ..", I I , ,
3 9.5 2 9 5 CLIIBII /it/ I/ I - , , " , �, -_ 11
J. Upon completion of dredging and bulkhead construction. stabilize CLI13. � � "',, � �N "
It ,- -, -, ,,, , " - - :N, I I I _" A.
ELIZABEIH C. LEWS Rye Groin 100 lbs./ac. 4 9.5 2 9 5 '" / '/'; Y I- " , 11 I'll N_ N ��_ %-N, - ­-.1 11 I co A)
ie ulch). I � -1 11 �
April 15 - Sept 1 5 7.0 2, 9 5 CL::3:: "', " Il") fli(/ / / 11 -,. - -,Z� I I V
DEED BOOK 342, PAGE 180 K. Maintain erosion control measures as needed to assure 6 5.5 2 9 9 CL,Z, , " I / / ,.I �_ - ", , \ ,., `,< , -,, -, ,,,--Z ,Z -A /
(/) ZONE = RA full functionobillity. German Millet 40 lbs./ac. CL (Iii NIL- / .- %, ,��>, _j
7 5.5 2 9 5 1 - ".
Sept. I - Dec. 15 8 .3.10 4 9 5 CLIIBI1 Ill I [it / e�__�. I -., Z "\,. - --,, -.- 14 0IFFS11E
;� L t edr spoil material Is dry, material shall be spread evenly 100 lbs./Iac� 5.5 2 9 5 CL::B:: Hfl I I 11 L-_// - ­ 11 '. ,!.� 11 I / SEPTICS
plan portion of lots. Spoil material shall be diskod Into existing Rye Grain //// I i � �,__� t.,�\ �_-,' I I � o � - '00, ",
k tX# to provide 4. Contractor is resp,misible for maintaining all erosion control I ?O .5 2 9 5 If ­­ r�d ; I I " I'll
a topsoil mixture suitable for establishment Of Ili If I ­�,P�
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-0 permanent groundcover. measures and for amending measures as required to prevent 101, 1� I - -1 Ilk.- I
accelerated ercelon from taking place an this site. )/'I ". - I I �, 1-1 _-__� - .
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M. Stablize all areas disturbed by placernent/disking of dredge spoil Ill I - W., 9 - 1-11 - ..;:�5;;�� __^
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I 5. Once all areas have bom stabilized, contractor Is to remove 0 - --- J X ,\ - -1 �,Z­-,z - _�,�- ,_ 1�_
0 1 materials (fortilizoIl seed and mulch). 3 -, ­ft-_Z,�,�< ..,,� ,,-­ - :��_,_
NCH temporary erosion control measures, rograde, & mulch to j I A ]�� I-
Q I N. Upon stabilizing site with permanent groundcover, remove sod- restabilize these area& .11 wg, - I Z.� - .- - 001e :;;,��_.,_
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Z , I - ment traps and silt fence. 6. For additional requirements, see the approved erosion 'Ili( �"4p i � � , -,,- , ,­v %. - V - : ­� - -- -
�D e all disturbed areas within 15 doA and sedimentation permit. ,pffil 111 I, - .�Iv I - ,,\-, - -, *_ - :f:-_�!z-
-,, -_ .� .1 -�_-, ; - - -.Z� -- ��---- 10-pl, _�: % I to
11 I i P of completing any phase of the grading work. / fil, I\ I/ , - �_ 4 " ., \,� .___�__."_.�__ -;;�E� - — ­-� ��� ----- -, - - l,-
� P. Permanent groundcover for all disturbed areas within 15 I I// : / I I 11 , " I \ 1'. --------------.==.:=Ct---��t�tt.r..;� __ - ,;r
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_____2 *1 1% working days or no more than 21 calendar days following I // I iij, llt� � / I / / \ --------- - �_:"" qW___ , \`� �,
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- - - - ZZ=,1Z__ 11\ completion of any phase of grading. I,/ I, I / / / / / ,W � 0 I / r - __-t-:_1___C_::::��___ - - al_�
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11 \ /'%\ \ N subsequant approval by Land Quality Section will required prior KING OR BE774EA BRANCH � \ \_ /j 1 V4 I / I 11 / `I / "I / � .\ a %;) 0
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I I 'I- \ 1�­M U ,1 111-1- � / --- --- - IV C, 0
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v ", "E., k ; ..
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I _��Z�- � I - ,, , "'."',
k I , I;- I I I � , � , ..4 1
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-,
\ .., .l"I'" - ��, :: �� N_ �� -1 4 , . \ ,;3 ft.4;gj­�­;, - j.— 1�
.-A It %, 1�_:__ ...00 . �� fil "" ----7 ,/
; � Lzz�
..., —(,t]T9* 1�— -.q��,Iim­ - -
k A I -Pbl k \ % N,14 %4*,IIIIl&V' 11 Ili, I � �, .-l'I" .-I" 0 �i 't Ill t.� I / I
I / / I I-- — — -ANK -'%
"
"
k I 11 / \ '-" ­_ — 4_______ t " -"— — ., \
I I / / '10 , \ -, ".1
I / 0 41 , - / .,
/ %.. — .."', 10 , ,
i I / t N _.Ilr�_ ,40��_
I I I / \ (D � ,;-,;, /I ) � —
I I I It / __ _� \ , .� .0
I I !. I — — ."_ ,l" .. —
I , / — 1�, \
11 I — — __ , \ .11
- I k k \ I ,, k / / — __ — __ 1-1 1-1 \1 �, ____V -_ � -
LEGEND: X � I II- /N /I'-"----- t ..
EIS = EXISTING IRON STAKE \ I I k r \—) ., �- I ) -7
EPK- EXISTING PK NAIL I \\%, \ --, , (l- ,----\ % �/
SPK= SET PK NAIL r- I, 0� \ \ \\\ \ \11"., I ,,­ . I iiiiiiiilllllllllll
0 1 \ 11 \ N dp - \
SIS = SET IRON STAKE 11 V \ N \\ \6_111 \
EIP= EXISTING IRON PIPE -4 I \ �, -
W I S \ \
I I", ,I k \ \ �
- D.&U.E.= DRAINAGE & UTILITY EASEMENT I I \ , \ 1\ \_ - 11
= AREA OF CONFLICT k 11 — 1 4.-- 1 1
k"� \ \., --/--I,--------- \ NOTE:
, N 11 ) THir nrSr-RIAED PROPERTY I'-q I nr-AlrD WITHIN AN AREA H VING A 7ANF
REFERENCE: DB.343, PG.365
(.1 --------- / // DESIGNATION XZM BY THE SECRETARY OF HOUSING AND URBAN DEVELOPMENT
I (_ _/ - '
\ e--- / ON FLOOD INSURANCE RATE MAP NO. JIM WITH A DATE INDENTIFICATION OF
\\-- I / R COMMUNITY NUMBER -425600JIA24600J, IN ONSLOW COUNTY,
., \ STATE OF NORTH CAROLINA, MICH IS THE CURRENT FLOOD INSURANCE RATE MAP
\ l FOR THE COMMUNITY IN MICH SAID PROPERTY IS SITUATED.
I----
� 0" - . JU Itm lr-.L..-�. -� �_ ", lz�' I-
o0_1 // \\\
Ir-a "fi 06, - 60 ..... P1
Sigrml-%fateF Permit NO __V4Z=�aa.3�0'1 111// /';I I! I I I I I W\\\
�
.
I
I .�e -1,14"I4, lbk_ Y:
o�s.v� �_., .0_...� STORMWATER & EROSION CONTROL B*
'. V/4a`_;�t_- -.1y - .* '111� I
� IA-1
.00011
%%.�_
- !D-1310
I
pe 13 13 8 no
T M � � lk!�;__9j
NOT RELEASED FOR C HSTRUCTION J
All,
I"
ift
r
- I
It a
Crystal Coast-- Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] r- I.AX.- [phone]
REM�IONS
UALITY
9/6/06 PER LAND QUALITY
12/11/06 PER
NCDOT
LANIER FAMILY 11, LLC
STUMP SOUND TOWNSHIP,
JOHN-L. PIERCE & ASSOCIATES, P.A.
1 JACKSONVILLEs NC 28540
PHONE.- 910-346-9800 DATE: MAY 23, 2006
SCALE: 1"= 100' F.B# t P41
JOB # 2551218 FILE NAME: LANIER, D.0
%
,
,
GRAPHIC SCALE
100 0 so 100 200 400
1 - - I , , I - __ I ______ __ I I � - I I
P11111111le - - - W �� __ ---
__ --- IIIIIIIIIIIIIII I
( ni rx; ) .
I inch = 100 ft SHEET 2— OF A
� . � .-

C/L
50' OR 60'
RIGHT OF WAY
to' 22' O• 5' 5.
PAVEMENi LM DITCH
I
■� t CURB /1WRW 1"
a PSI
All Streets Except Bethea St. Sta. 25+01 - End
CA
1
50' OR 60'
RIGHT OF WAY
I
22' 10,0
PAVEMENT
1
0 w
20 FL,
lar COW -,
cum sr9.5
R11111110011Bethea St. Sta. 25+00 - End
VE
ONLY SUPERPAVE ASPHALT NIXES ARE ACCE PTAKE, CMM= SMALL FUNGSH NET
i MM WITH APPROVED NIX DESM FROM ASPHALT SUPPLIER CMITRACTMS
SUPPLIER SHALL EIGUY A CERTIFIED ASPHALT PLANT TECHNICIAN TD pEWCW QL%LM
P coirrimOPERATIONS AND ACTIVITIES AS REQUIRED BY NCDQT QWTTy CONTRM
THE WaRCM SHALL PROVIDE A CERIV D:II OW ROADWAY TECW=m AT ALL TDIM
DURING PLACEMENT OF ASPHALT. TECHH=M SHALL PERFOIN ALL TESTDIS AND
DOGAMENTATION AS REQUIRED iY NCDOT'S QUALITY CM4TRDI. pROGpM
Street Cross Section
7%
_J L _J L
NO SCALE
ULTRAVIOLET RESISTANT
(BLACK) MiRIFI FABRIC OR
EQUIVALENT SECURED TO
INSIDE OF RETAINING WALL
WITH GAVLANIZED ROOF
TACKS.
PROPOSED BULKHEAD
(STRUCTURAL DESIGN"'
BY OTHERS)
SEDIMENT STORAGE/AREA
CARRY le OF FABRIC INTO TRENCH.
COVER WITH SOIL
TAMP BACKFILL
Bulkhead Filter Detail.
NO SCALE
COMPACTED SOIL , r ND�BMAM ,
-•- ..,._
4�
cs
U
Temporary Diversion Ditch Detail
d
u
•i'
NO SCALE oL,
cs.�IMs>h+ �sN.-s
Horizontal Scale
Disposal Area Section
NO SCALE
12 CAM 4"X4' OR 2'X4' WELDED MIRE HOOKED ONTO
PREFORMED CHANNELS ON METAL POSTS. OR FASTENED
TO CEDAR OR WOOD POSTS NTH NO. a STAPLES.
ULTRAVIOLET RESRITANT (BLACK) MMNFi
FABRIC OR EQUIVALENT SECURED TO WIRE
1011H METAL CLIPS OR MARE AT Ir OFF
CENTER
MAXIMUM SEDIMENT STORAGE LEVEL REMOVE
SEDIMENT MMENTHIS LEVEL IS REACHED
/ OR AS DIRECTED BY INSPECTOR.
EX4511NG ROAD Construation aadftftuX20 SIDE
1. Stone sirs - Use MSHA sin No, 2 (2-1/2" to 10) or AASHTO S MAX
designation M43. size No. 2 ( 2-1/2* to 1-1/2'). Use
crushed stone. / •
2. Length - As effective, but not less than 50 test• FILTER / U1 SIDE
3. Thickness - Not less than six (a) inches. FABRIC SLOPE MAX
NATURAL GRAM4. Width - Not less than full width of all points' of
Ingress or eyrea. Minimum of 12'.
R/YV R/W 5. Washing - When necessory, wheels shoE be cleaned to 6 --- COVER M1Fi SOP. AND TAIL 9ACKftIL
remove sediment prior to entrance onto pub ikr ght oF- CARRY a° OF VIRE INTO TRENCH
way. en washing is required, it shall be done on an EARTH EMBANKMENT flNt• OUTLET r M 1UM
area stabilized with crushed stone which drains into an CARRY APPROX. 1 OF FABRIC OiiO TRENCH
Wh
approved sediment trap or sediment basin. AD sediment METAL, CEDAR OR 4W TREATED WOOD POSTS AT Ir
• shall be prevented from entering any storm drain. ditch, OFF CENTER MAXNIRM• CEDAR AND WOOD POSTS SHOULD
50 MIN. or watercourse through use of sandbags. gravel. boards BE S DEEP MINIMUM.
a LENGTH or other approved methods. V MIN. t'r'
a. Maintenance - The entrance shall be maintained in a , 'rt'-'i"�
condition which will prevent trag or flowing of
sediment onto public rights-ofThis may require .-..- _ FLOOD Pow
periodic top drse dno with additional stone as conditions
SECTION demand and repair and/or ceanout of any measures used to OEF+Tii s• MAX. APRON Silt Fence Detail
trap s**wt. AN sediment, spilled. dropped. washed or PER
12 MIN. tracked onto public rights -of -way must be removed Ate/ - PLAN s MOO
(SEE NOTE) Immediately. LEVEL
/ NO SCALE
PLAN VIEW sltww 1• �TER FAIIRIC `
=1I9 a of ME 9U= M09N
Tp-mn- C_nn_qtrtjrfinn Entrance C! #P% &4
CONCRETE THRUST BLOCKING SCHEDULE
CONCRETE L DEKUsLE
VERTtCA.L BEk05
c.,-,-,Nti, G
5':ZE
BLOCKING A:�A ;5G, FT.)
MIN. CU. YD5. CONCRETE
MIN. CU. YD5.
CONCRFT,_
TEE
900
450
22 1 /2'
TEE
90°
450
22 1 i2'
900
450
22 1 /20
4"
0.5
1.2
0.7
0.3
0.13
0.!3
0.13
0.13
0.7
0.4
0.3
G"
1.9
2.7
1.5
0.8
0.13
0.13
0.13
0.!3
1.3
1 0.9
0.5
8"
3.3
4.8
2.5
1.3
0.13
0.: 3
0,13
0.13
2.5
1 .7
0.0
10°
5.2
7.3
4.0
2.0
0.13
0.3
0.13
0.13
2.5
2.8
1.5
12"
7.C-
;O.G
5.9
2.9
0.3
0.4
0.3
0.13
5.G
4.0
2.?
6"
3.3
18.9
i0.2
52
0.5
0.9
0.4
0.!3
9.8
7.1
3-7
8"
22.5
32.8
17,3
8.9
"30 E: Areas of bloc :na and aaprox,mate yards of concrete in the above table are based on the
'o=1ew nq data: 20'f';* so,, Pressure and test pressure at 150 p,s.I. (block,ng area subject to
c.�ange based o va,ed so!l condit,ons and shall be done so at the direction of the En9,neer).
'fNil t ✓;"'JIG TO P, ! 0,0 %F5 TE.
:;ONCRE.
Typical BlockingDetail
_
NOT TO SCALE
FF
ME'ati BE 4" CLEAN vST
ET V OiJ','TY ?.o0112 E CAP
COPPER METER 5EITER W1T11
✓
,o . < r i ER
ANGLE STOP AND LOCK W.NG
='PEcDR a
Of (r�V 7? <�) Or' V_U_EL.ER
01
M10)
5UPPOR . ? Z50x N _
5,,PPOR 5FRVICE UNE A: rry t' 5iis ED "vG
Rj
O'J AMPE.0 `_ART11 STONE N0P`,ar.,n TT=-
I
4 118 BEND
0
0°
5uPPORT SERVICE UNE ON
00"'F
a
UND.5 URBFD 504:.
N U t Wr'� ,'5ER_V'G,E 5ADDLE
°
~-�;r o,= 115ED ONLECTOY IF ALL REFERENCES
TO
APPP.C}VED'✓Y THE DIR.?.; SEWER
SERVICES ARE NOT APPLICABLE
t K3
#G7 ,`-TONE OR APPROVED
°F'A r 7 , : FH
BEDD,n;G Mi 5 ENCA^.E
`'TAN
5ERVICE CONNECTION
Water
Service Detail
NOT TO SCALE
72 CONCRETE PAD AROUND
GATE VALVE AND R'_O'.'•,'-OFF
IF NOT N ASPHALT. Ih! A5PHIALT.
VAL VE BOXES TO MATCrI ASPHALT
P!N154 CRADP.�
VALVE BOX COVER
12" MAX
i
TAMPED EAR.T
THREADED COUPLING
FOR CAP OF 2" CAP
VALVE BOX
BLOW -OFF
2" PIPE
24" LONG 2" BRA55
PVC 2" . VC
~ PIPE NIP'U! j 2" GALVANIZED
WATER
.41 BEND
90' B:.ND
�1 ' (THREADED}
#67 STONE •:: ;;�:: zfc CONCRETE
OR15EAL MARK 11 BLOCKING
NOTE:
LA5TIC OR GALVANIZED 5CREW FiT7NG5 BEFORE VALVE.
Blow
Off Assv. Detail
NOT TO SCALE
NO SCALE
' . 1tAlIR
rt mew
.�, . ♦ r
MAN
!!.lcl/ATl10N
SNNL NOR CONW tIO n OR
Dw of i ECIWMOAL im "W100016
Tappi_ng Sleeve & Valve
NOT TO SCALE
See Schedule
ledule
PLAN VIEW
2'-0'
MUELLER CENTUPJON MODEL
D
A 423 P14 HYDRANT WTH
l -4 112" PUMPER NOZZLE
AND 2-2 1/2" H05E NOZZLES
7"1
1 /2 D
51DEWALI
2'
CURB # GUTTEP.
RIP RAP
D INSTALL GEOTEXT ILE
(TYPE PER FILTER FABRIC UNDER
. •
•
•
PLAN) RIP RAP
_'-
5ECTION ViEW
•
DEWE`/ BRO5, VBX-TE- 100
-
O
VALVE BOX OR APPROVED EQUAL
mU
GATE VALVE
1. D = INSIDE DIAMETER OR WIDTH
o
M.J. LOCKED HYDRANT
/-TI_E OR TEE WITH
OF CULVERT
16
- Il
r/"1� APPROVED PIPE
2. MINIMUM STONE THICKNESS TO BE
•,, •,,
[%��/)) RE5TRAWrr
TWO TIMES SPECIFIED STONE DIAMETER.
CONCRETE THRUST BLOCK
PLACED AC-AIN57
\_M�j.
UNDISTURBED EARTH
LOCKED HYDRANT
Rip
Rap
ScowrPad
ADAPTOR, OR APPROVED PIPE
NO SCALE
MIN. OF 3 CUBIC FEET OF
CRUSHED STONE FOR. DRAINAGE
FiHydrant
Detail.
NOT TO SCALE
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817--3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] N FAUX: [phone]
R E Vi SI ON S:
8/23/06 PER LAND QUALITY
4/11 /07 PER OWNER
OcTa� �y
SAWGRASS PLANTATION
AT REDID'S COVE
jjt AIVO PREPARED FOR
Si
LANIER FAMILY 11, LLCo
SEAS STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
: s r
• •r
o`• �rilvti�`.•: JOH N L. PIERCE & ASSOCIATES, P.A.
..�..�.�'� 409 JOHN50N BLVD. JACKSONVILLE, NC 28540
'+'''''•'''` PHONE: [phone] DATE: MAY 23, 2006
SCALE: NONE F.B. , P.
JOB # 2551218 FILE NAME: LANIER, D.0
� 0 6 P"T 13 D

Q) 1,
SITE
CURW TAIM CURyE CHM WAMO CHORD MST Lom RADR)s oa.TA Ti NO NT TRACT DATA:
CURVE CHORD BEARING CHORD DIST LENGTH RADIUS OELTA TANGENT
Ci Na7'2S"32'E 28.26 31.42 20.00 90�00'00' 20.00053 N6310'S2'E 53.32 55.67 55.00 57'�'21' 30.40 MCSt 1537
C2 N09'24'OS'E 12*57 125.66 MOO 2610$3• 63.95 C54 $3311'36'E 44.50 f04.88 SLOG 4r47 4r 77.48
C3 N13�5'26'E 85.10 85.45 275.00 1r46'10' 4107 C56 848'20'Oa'w 44.56 48.88 55.00 4r4T4r 24.37 SECTION iI
04 N0030'Ott"E 40.18 40.21 2MOO 87r4r 20,14 C56 N7r01't9'W 61.10 04.78 WOO 6r2ne 36.74
C57 S70'21"08"E 2Z76 23.63 2&00 54�0WW IZ7a FRED HARDISON
cs N29'2054"MI 21.65 zZ39 25.0o st19'D4 iZ01 AREA - 11.84 ACRES (515,608.54 SQ.FT. DEED BOOK 265, PAGE 58
06 S86'18 38'W 68.75 271.31 55.00 2a2'36'08' 44.04
C58 M2'44'On 220.42 �.5/ $45.00 W40'36" 111.86 t
C7 348'5i'2TE 17.40 17.57 WOO 11mrw 8.86 CBS Na2'tr4a'E 5.48 5.40 645.00 O'29'13 Z74 TOTAL NUMBER OF LOTS - 22 LOTS .._..
Ce 3244a'OS`W U." MOO S&OO 123'01.06" 101-4 C60 141775419'E ".00 94.08 645.00 8'212r 47.13 LINEAR FEET OF STREET - 1*540.2 L.F. ZONE = RA NC5R �
C9 N56'S3'46'W 65.68 70.64 WOO 73'35'06' 41.34 Cm N611'2r41'E 90.00 96.09 moo 6'&Or 48.13
CIO N13'4V44'E 61.30 65.02 MOD 6r43'S8' 36.91 C62 N64tirWE 25M 25.85 64&00 2*17*46 � IZ93
C11 S21"M'10*W 21.66 22JO 25,00 $119'04' I= C63 1412110'221 26.62 29.13 20.00 "54 17.83
C12 S29'33'43'W 15.51 15.77 2&00 xvrw 6.16 064 SIV58V1'E 7.76 7.76 MOO 11408" 3.86
C13 S03'SCIVIN 6.61 6.63 25.00 1511'05' 3.33 CBS N64'IS'2i•W 2&20 31.42 20.00 90W47' 2000 SECTION II -•A
CBS $45W44N 21.65 22.39 25.00 51`{9'04 I= fi ;
C14 N09'240a'E 147.22 148.51 325.00 2670•53" 7as7 HWY i
cis Nonro5•w 34.83 34.84 30.00 6vew 17.44 C67 8t9'19.44'E 6�75 271.3i 55.00 282 V2r 'µ•0't• AREA - 3.82 ' ACRES (166,608.86 SQ.FT.) ---,.
cis NOr43'4rE 7t.05 M19 3=00 Ir"OO' 35.74 COS N5037'awt $7.66 60.69 55.00 6313'28' 33.85 NORTH PER MB. i4, PV. SO
C17 N18'44$2•E 4Z45 4Z,* 325.00 7'2 it 21.27 too S58'44'44"E 6&74 74.25 55.00 " 11tr 44.03 NUMBER OF LOTS - 5 LOTS
cis sn'3ar2a-E 2a2a 31.4R moo 9oroD'DO' 2aoo � sz449' IN 77M 0.18 WOO W4 3e" a+•�► LINEAR FEET OF STREET - 129 L.F.
CIO N47Wnt 207.17 &28 21.42 m 00 40�3'S4' 110.37 MOO C71 N"VWOrW 4a.46 6019 54.00 62'16 49• 26.99 t1� H �' VICINITY MO - NOT TO SCALE
C20 N$SW24'w 20.16 25.19 300.00 5�00'09' MO anSW4WI2'E 21.65 2Z39 25.00 St19'04' 1Z01 �♦ pc6OQp
C21 N55W14V 73.83 74.02 300.00 141,01' 37.20 C73 N2S'40'3rE 2a.28 31.41 20.00 8919'130 20.00 \ ♦ 1kry'
C22 N41117'" 73.85 74.04 300.00 14VW2r 37M C74 N20'22'Ot'W 108.96 IOLN 2070.00 2'08'0'r U40 ♦ �0 '1j,
SECTION III
C23 N
C75 N2014'S8"W W76 96.78 2970.00 1'S2'ol" 4a.39 ` ♦ ,1J't � �
30'4o'o9'w 37.2s 37.28 300.00 7�07'09 ta.66 C24 N2415'50'W 181.93 151.99 1530.00 6'41'30" 76.06 C76 N211001" W 12.18 1118 2970.00 O14, 06' too \ ♦ \ � Q
C25 N27'02'00'W 4.06 4.00 15=00 O'09'10" 2.04 C77 N651026"W 28.07 3142 2aoo 89106'4r 19.70 AREA - 32.55 ACRES (1,418,077.32 SQ FT. � \ Q � P�' ��
C78 SM"4rE 360.62 400.55 255.00 90V0'00' 255.00 ) ��,�• ,�,• 7,26,E
C28 N25"OX W 83.63 83.64 1530.00 3' r 41.33 ♦ 34A9
C27 N22'3T1TW 64.26 K27 15MOO 2Z4'24' X14 C79 M646'28"E 63.13 63.3t 255.00 14'40.2r 32.84 NUMBER OF LOTS - 58 LOTS ♦ Q►
C3% N20IMI'W 111.16 111.16 3=00 r06'Or 55.59 coo Sa7'54'S9'E 70.73 7a96 256.DD 1536'38' J5.7t LINEAR FEET OF STREET - 3,303.4 L.F. \♦ Op0 O '!-�p��F s 8
CM S7r&24"E 67.20 87.39 2WOO 15'Oa'3r 33.89 \ S�ISTEM
C36 Nt9'S7' 85.43 68.43 3030.00 1'14738' 34:22C82 67M1 ` �� F'Qt 1ATS
C83 34WW320E 78.39 MO 2WOD ir40'5r 39.01 \ Q' � SYssE�+
C37 5283133"E 99.47 99.94 300.00 19'OS'it sa44 \ G ua2.5,L4'i5'16't '
C38 $24'24'06'E 53.19 53.26 300.00 /010'td' 26.T0 C04 SUW46"E 210.40 223.05 35'.1;00 35'69'S8' 115,34\\ Q��C t9,�,g4,96,99,1O0.t61,1
C85 320 0 '22'E 6.70 a70 355.00 1'04 50' 3.35 . `\ \ <j�
C39 S33'S8'4rE 46.63 48.68 300.00 asear 2•30 coo S13'00'55"E 76.97 00.14 355.00 12'S Or 40.24 \
C40 N26.4701'W 120.84 121.67 300.00 23'14�15• 81.08 C97 SDCVV*E 70.95 00.12 35&00 1255'5r 40.23 \ \ TE b
C41 N31'20'S2'W 7169 73.87 300.00 14'06 32" 37.12 ON MO`54.35oW 56.04 5LIO 355.00 9'0 it 28.11 �•,�'"e� Iles
042 N19'43'45'W 47.75 47.80 300.00 9'074r 23.95
043 N2r47'Oi'W 96.67 97.34 240.00 2314'ts' 49.35 coo N26`02'O5•W 28.40 269S 20.00 82'S6'40' 17.68
C44 S3lMtr41'E 28.69 28.70 360.00 4105" 13.35 Coo M74WOSN 61.07 61.20 270.00 12'S4'13' 30." \�\
C45 N7537'42'W 26.40 2895 20.00 W2'S6'sa' 17.66 C91 963IW52"w 20.97 33.88 2aOD 97W20' 22.63 ti © SYST04 MR. �
C46 N72WOQ'E 242.29 24a53 693.00 20'0417" 123.03 C92 S02'048"E ISILSO 191.63 30d•00 3539 W 99.10 40 \
C-47 N65'11.44'E 55.75 55.76 695.00 VW40" 27.90 C93 815'17'02"W 1116 �t 158.i d 30LOO 06164V oat
291+1'3a" a0.68 .. ' • • \ \ \ ~ � � � t� / OFFS
r•
049 N70'35'13"E 75.00 75.04 695.00 611110` 37.55 Coo Sir4VI9'W \.� �\ // SEPTICS
C49 N78'S3`53'E 73,03 78.07 695.00 6Z6'09" 39.06
C96 Sir49'15'E 31.87 31.88 379.76 448'33' 15.95 ` t � �
C52614'SrE 50.53 sa6/ 200 it'22'1r 25.39 / \` t • .� `` /,
CcmNa1'32'42'E 34.66 34.67 695.002'S1'29" 17.34 Ca py 5651047`E 2a9.91 322.01 2080&.00 90'00'00" 205.00
C51 S38144g"W 20.65 21.29 28.00 48'015" 11.34
C52 SO4'32'44"E 68.82 271.21 MOO 282'32'08" "Al ON N4M5``32 2Z79 29.2 MOD 622`1r
C99 N471a'32'MI 165.74 18f 22 240.00 40'23'S4" 88.30
CiOO N56'43'48'111 W77 90.30 24MOO 2VV2r 48.69 FLOOD "' I ., � �' � � ��\ / // /'
C101 NX031'48'W 78.56 IM92 240.00 18'S0'2r 39.62 D MAP t f �` `� �' .. ""�� / / / • r ..� "-- f '-'
C102 N24' VSo'W 14IL97 146.03 1470.00 5'41'30• 73.07 PANE(, `
C103 N25'38'irw 75,50 75.51 t470.o0 2'S6'36' 37.76 "'•--46� I r.` a> •'` �'.,` _ moo
�•r, %,.-
C104 N='4Y32•w 70.51 70.52 1470A0 2.44'S5' 35.27 / _
L 4 i 4
PANE 56 - t � � 1 `-�-. -�... `-�--,•... .,... ...- --_-.-----' .,.......t, r i.
C105 N24'DO'34"E 2a.49 31.71 2MOO 9D'S1'tr 20.30 2 t h w�`''~---..
_,� .. a M06 S63'09.""r 242.27 259.19 2040o IM15 �'�_`~--- - - --
8 C107 N75�01'4a'E 39:96 40.02 205.00 it11'09' 20.07'
•
-�...... I •• I " -�.
- -- - ... - - - _. � � ,� v ...• ,,,., t,J t _"""_--•._.....,,,,,_�,,_ i M� '� `• .. '� 0• N p6,32+1a' W t04.81 �i.� x•
11 _ \\ i +dos tom, s's f---~~� J / 0'x 1 r4 t 0
1 ♦ „ \ Proposed Dredging KING OR BETHEA BRANCH t ,Pass, sL. �� j ' a.
bAft ''! �Z to
♦\ -- Proposed Dredging (Hatched Area) v ,--'"' �%� ! `' / / J f / """'- 2-- -'">' '" L OD '� 0
1 � A (Hatched Area) /' gO8.62 sq.ft. i ,t '� •d / 1 " 2�r ii�8rr•-_,�,..,_ MAP po
PROPOSED
� Q --' � �©.80 acres t �Sj'��9 ! 7 s / 't8 : t / J� , •••�•�_"-•-..__ PAN 4246 � t1 O rv,•
\\ EAKWA R % `'� v tv
m i 491E I as 4/ 9 s t rr t ,••-.� I w ! 1 i k�,6g �I "�J -..__ �o► tv
t581 1 t J 1
u ,y// 1 t 7 ,`,y�+�J •�V SEPiiCS O
l� V vi
s5 A 52 a 2? •Z ,y' acres60 / -v-.?QLOT 14 _/
rn 6 �rt-10
t o{56 n
06/ 22 1- n �C55�O420
� '
+
N 0 a; N
11 EZ:1! LOT 15 404 Wetland Ir,pact ,/ '-' ♦♦ ♦♦�• 62 '`'" ,(
.. ~l�•"3'.ls� i37.34' --- _ ! • / y j ''�,a •cos Z `' q� �y °a N
! `� (Butkhead Back-FILL,0.06ac.) /MWAMMO!a ♦ ♦ 8•� �`� 0/ - �"� '�-��
T °
.4 LOT 1 1\ 1 � \ �♦ o'o�k'i "� .10
�•. �;:-�.�.�• _�_.;;;.., _--... ��' // `��� � 53 �52� �' •�
r 63
�p
AS
ROPOSED- �''" { w .► �..,Ts •. ca ♦ �►
/ /• \ 1 00
L-fCfiEAD ♦ t ♦ ♦ 90 *0 /.-
LOT 2 ! �' t' ♦ ♦ \,• t�• 0-*c78 Z tr •-. , i / �"'�`� .N d L �•20 �,y,�:rt
I 3g LOT 16 t 0• / �ir'� /.. w C7 B �n �3
-•t / 1 t t 4I ♦♦ \♦ C64 �'" v � J ! I
qSV® ♦ \ // / •- r3 w ir !L. �' " -"" Q►'••��' OFFSITE ` l
-• �--''" �J �• i �•Q• C�5) ♦ / / 80 PTICS
.l / 1 ! / / i 48 i�''r.4_ .. -T '
t t t t ! ♦ �,i /.� o 1 ! ! / i 15.88B.32 +�A• ! • "�. •. ,.. _ , .. «3 ��'
�,, `-s 0.38 oOres 47,) J
w$ O \'�' . / j� ! 1/hhj/ /�$ j �'�.. _.. /' ' �p `L►70
w f75 ! �0, / �E, 49 h off
•. a r�
i t+%417 ° 66 , ,o 1 N \ �/ / / F I$ o� r' bt g
0
`� ! I / / ! 1 0 ` !14 �► 38 a
.-•'' i \ � .. / t ! � � 1 � 82 't�®� 1 {74� 1 r• /' � / . / � f . � !� .. � o ! �' � tT'! � °� q �`• `"
r--' LOT 4 t tt ,,.- 1 �� 88 ! \ 1 r tI 1 E� 1 \ , ,. _t J1. = �� n
LOT 18as
J l0. �J i / o N / / 45� w °i
l .c\ PROPOSED I 1 V $ i \ / ; ' / �`t-' //'/,. / l��O /1�� �y_, :�► 1 J $ Z ©
BULKHEAD Jr > v , J - ./ / \ i !$ r� Z
\ PROPOSED �°.'•L` .� t Op C86) 1\ 11 i 1 l \ i // // - // ''t ` ,�. t BULKHEAb y� :� o k1 1 I 1 ) i o 0 1 1/ / , ♦ z J
--' t ,� •- �9��0`� �ii :i 1� / 1 !.' I I �44
\ / / '" �7 x/
v
�• --' � � LOT 5 � t , i ,, ., �' �.• � > N � 11 � o
72`+ / D
/ %� .// � / � --' �.� t /
t t t ,,. - (� N 1 ` I j i 1 �' cam• i J _..
1 , E t 1 \,.. �" _ ♦u c5 '` 1 cr \ 1 0 ®a� `-- 1 / 100 0.1 --. ! o qob' t !
LOT 19 4b 9 1 \ 1 1 i ,. 1 �''� '� ' �4' `y \� ! '-'..--' ''�i-- ,
/ t F 71 `t' 1 / •• // ,� / / 1 ♦ tQ i t --- PM DIVERSInELD LLC
t Flr^�osed Dred in ar'' 1 >� 1 \ / /� /�/ / \ 1$. /
�► 1,� { t '; Dredging,, o / CD . / / N I - �i►'' DEED BOOK 1751 PAGE 521
Area) ♦ c7 ♦ . 1 \ \ t < / 1 0 8 ♦ t /
t '. i 1 "$ t 1 / / -�•� / /`�' 1s �. \ t id . MAP BOOK 10, PAGE 18
689/ / / / s• + 4? } .. `' Y ZONE RA
1
-• tt , \ .. t • { a, t / dP 9 9 ` •. �. \ , 1 ,n � � , � / / • / � w �
S 0210'3r W 244.33' 1 / (Ha e Area 1 s 1 1 f O ! �ls F.
I 9s > ii+ `i 1�'u,. '�31t 1 1 ,tS t�� 1 / 15+� / / / / (4' J °' `��° I;
t 4 0o I t `" C3 1 1 \ 1 1'�` w ` $ .----' --"--
LOT 7 i� t ! $ 6 �' " �ab��` \ 1 �c• 1 \ ti. �x$g �'.. // v 1 � 0o
t--�.--'--'-
01
t t LET 20 0- /
! M �+, ` 1s r� PROPO �' \\ \\ 11 1�'� (69� \ ,. - i` / t. %' �' �� �/ � .- \�► c'��` \ -/� /
t to 1 ate' BULK AD1 '� \ 1 1 lid `� - �t ®® o1�4as. �o �q �,.1� ,(Lit'' i
LOT 7 t A (9D..�' i ; t •�-' o• r \ �$ �'' �/ 39 r, �+ 1,,�
t , [ LOT 21 t S \. 8 '�! q? sq 1 ' �-h'- �,''' ''`
t t!� s G) t ` visa ' ,�► --- '� v'+
�.
PROPOSED �rtsx 3 • �° o�'i � � � � �y�•4� >. ,, 1i �' A � 1 , �/�g1 �' �' �,,,-,.' /�/�, �.���
BULKHEAD °,,,' 10� t tly'� o► $ 92 1 1V ,,'k' //,.c� >�U t„- /,' a► V
to O
Z37 .. �, 3 , > V �D � 4-
i 94 0
LOT 8 t r. ,�, ..•\ a \ / /' ! �• �, .-- "�' .. *,0 /' /' �i`C1 / / ,., -�
1
wit LOT 22 ��''° $ o ; ,�� 11 --''4 ''' 249 Za ►''' /'' --'-�r "s'� , 0 /,36
curios cp y, \ C 5 0
ts
D. 21a W,28 °f 101 11 1 / .�t 1 ' .00
/' - ,24 / / .•'' ./ , �''' !r
P i /
//1�1 12EVELQP.E....
LOT 9 \t '' j � \ 93 ,?.� �--' E r � �''.�ii 4 9 R � `�rct � /� � - LANIER FAMILY II, LIMITED
/-' ,n W $ td P.O. BOX 2190
..1 ` LOT 23 o ' \/,© \ �wPsg ea• /'' Q vE33� > 3 ��-/ SURF CITY, NC. 28445
t \ Ds PaT Tcw o a �+,�1G \ tY'- ''•�% ' / w - /'� ` TRACT DATA: [phone]
1 ' ,, # Y�I c, 102 ��' f W'�' aa• •- `' 32 > / /
t r , w �,, ► v�`� �\ 3� . ,�-• o m "�► - / ,,.• TOTAL AREA = 51.98 ACRES (INCLUDING EXISTING LOTS)
tip / iy� C1 t - '' = i
8 41 / C , W p 8 On TOTAL NUMBER OF LOTS 79 LOTS (INCLUDING 22 LOTS RECORDED IN SECTION 1) 0 -E-73, OV E Lin
LOT 10 \ t .�-/ �. 3 # ,. '' 31 a.w s >g � -''/'' AVERAGE LOT SIZE - 0.66 ACRES
DOW
0 tt LOT 24 ` '� / � '`'� � '' � v � � A
LOT 11 it \i tiMAP 14 PAW 50 VtStAN a PROP. �.. / • • , / ,, � r D28a
$, BOAT _
i G+' X
.Z w �, t R--�' $;�� > Water MQIn Ng tesl
t t g >
ob
' •"''' \t t t 70.18 "r ,� -1 1. Lm to of existM+p taterming !felt be ver•ifted at Mee tine of
S WiLLA MAE HARTLEY
t
t t S`� ,' r 3 o� DEED BOOK 396, PAGE 690
t I �d 4 h
LOT 12 \ ; vim'' ---'.r '�`a" F7 Sj ZONE BOOK R10, PAGE 18
.• ML
s ty
i
• w
0.011
0• Q
Lim 13� Qe
MAP 14 PA �
LEGEND:
EiS = EXISTING IRON STAKE '
EPK= EXISTING PK NAIL
ELIZABETH C. LEWtS
DEED BOOK 342, PAGE 180
ZONE = RA
KlOf OR jETHEA „BRANCH
SPK= SET PK NAIL
SIS = SET IRON STAKE o
EiP= EXISTING IRON PiPE w
R/W = RIGHT OF WAY
D.&U.E.= DRAINAGE & UTILITY EASEMENT
7''-
= AREA OF CONFLICT
REFERENCE: DB.343, PG.365
NOTE:
THIS IS TO CERTIFY THAT A PORTION OF THE SAID PROPERTY IS LOCATED IN
A 100 YEAR FLOOD PLAIN ACCORDING TO "F.E.M.A." MAPS 370340-4246 J
WITH AN EFFECTIVE DATE OF NOVEMBER 3, 2005. AND MAP 370340--4256 J
WiTH AN EFFECTIVE DATE OF FEBRUARY 16, 2007. SAID PROPERTY IS LOCATED
IN ZONE "AE" WtTH A BASE FLOOD ELEVATION OF 8.0' NAVD 88 DATUM OR
9.05' NGVD 29 DATUM. AND A PORTION IS LOCATED IN ZONE "X". AS NOTED ON MAP.
rat been erlfleat fan hfornoibn sheen herea� Wv#i ed by 0WA8A and hes
z ContratW shots be resWMA& for *W tom%m and protecilon of *A
Inc=utl *" tcabie and pgtWte) ata4i iht prgx= ""rnoh raateW,
eater services.
3. fr•Gposed tr*uPROW to be t wtatt" "M W Wi*m cover.
4 r to IN~ satero*w a# extra Mwr•e ca,fuots MN► star»
dr pe or the u aIfts (Starr .Sellers and Steers - 241, All others
S. Vater &Wy is W ONVASA.
a M nattrlpis and co"O AtIm nelfods sl,au ewo r" to ONVASA
speefkations apt rsgwrefents.
7. Alt wter"Son ppSbt "gurus 0" oenfor" to ASWAWA Standard (C-M-07.
C 900 Class MI "SDR pt for PVC and CiIW lass 30 for A&"*t Iron). With
bdi Um Faun" t i ter04 ms sF water 9 6061 Of W. ac�•ttr~I lwat
egei•ed to
read t W&U Voter/Se"r Spedfleathms for ati'raterkts doss and type?
s Voter M shoat bt tested and disinfected In acoordanoe Mih 13WAU
rookvnents prior I* Wft piaeed hto wr vke.
9: Att raternohs and eos.«.rAs to be deeded to UWASA upon cronptetto %
it Carrireetw W" wAosin ,a+ .Draw horkontai separotlm be to",
tattrmin and serer Ones.
IL Lot Was shown hereon art probibiary and are "Jest to ehanpe.
it Vattr serWees sMtt be kwulled by Ceniraetw In accordance vM OWASA
trtgneer/Survtyor• Mat Weatt the properptaeenent of ** Water
r5l
9RM
NOT RELEASED FOR C NSTRUCTION
INDUSTRIAL HOMES, INC. ��� °
LARGEST LOT = LOT 99 (2.05 ACRES)(89,692.80 SQ.FT.) ENVIRO M WTAL
FRI� �� g �
DEED BOOK 2430, PAGE 879 SMALLEST LOT _ LOT 78 (0.30 ACRES) (13,079.93 SQ.FT.) a
pr
MAP BOOK 45, PAGE 43 WATER = ONSLOW COUNTY WATER DEPARTMENT ffl�}
ZONE = RA SEWER = INDIVIDUAL SEPTIC SYSTEM. 5GI z5oHA Phi
TAX PARCEL NO. = 749-6,1 feo
ZONE = RA t 1 L'» t
AREA = 51.6 AC !1" (% �- - - f �-� A14le
DISTURBED RE r PU N
i, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS PLANNED RESIDENTAL DEVELOPMENT
DRAWN FROM DATA TAKEN FROM A SURVEY DONE BY WILLI %1I1111111,f
t MILLER LAND SURVEYING, DATED OCTOBER 22, 2005 AND % A /
'9 FROM AN ACTUA SURVEY MADE UNDER MY SUPERVISItt+ 'C�� SHOWING
'`�� .�a`jg9r ���:•���I' _0
D'S COVE,SECTION 11, 11-A
7z'
� I i
. d
JOHN L. PI .1. L-2596 SEAS.
VIM PREPARED FOR
-2596 a ""
low I�� LANIER FAMILY 11, LLC
�'�° '�A�,y••••"a•1�4,,,'��'' STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
4td'IIA�
CrvS'tal Coast Engineerin , P.A. .JOHN L. PIERCE ASSOCIATES, P.A.
Civil and Environmentai Consulting Engineers 409 JOHNSON BLVD. JACKSON ViLLE, NC 28540
David K. Newsom, PE PHONE: 910-346„9800 DATE. MAY 23, 2006
SCALE. 1 = 100' F.B. , P.
3817-3 FREEDOM WAY, HUBERT, N.C. 28539 JOB # 2551218 FILE NAME: LANIER, D. C
PHONE: [phone] ry FAX: [phone]
REVISIONS: GRAPHIC SCALE
8/23/06
PER
LAND QUALITY
2/7/11 (CHANGE STREET WIDTHS AND NAME)
9/6/06 PER LAND QUALITY
3/22/11 WATER MAIN/SERVICES LOCATION 100 ° �o too 2°° 4ao
12/7/06
PER
OCHD
4/1 /11 PER NCDOT
12/11 /06
PER
NCDOT
5/24/11 (PER N.C.D.O.T. COMMENTS) or__ :. . =
PIPE EE TO PLANS) . rw ( IN FEET )
4/27/07
5/15/07
PER
PER
OWNER
LAND QUALITY
11 /7/13 (ADDED
11 /19/2013 (PER COUNTY TRC COMMENTS)inch = 100 it» SHEET 1 _ OF 15
77 : t
F

DRAINAGE PIPE CHART
V
SITE
I&V
EROSION AND SEDIMENTATION CONTROL NOTES:
` 1. Sediment control devices and structures shall be installed,
maintained and amended as needed to provide effective
control of accelerated sedimentation until the contributing
watersheds are stabilized.
2. Construction
que
A.
Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
B.
install stabilized construction entrances.
C.
Silt fence shall be installed where shown and on all
down slopes of areas to be disturbed. Silt fence
shall be maintained until the area is stabilized competely.
D.
Once perimeter slit fence is established, commence clearing
activities.
E.
Those areas not impacted by dredging activities or bulkhead
construction shall be immediatiey stabiized (seed & mulch) to
accordance with seeding specifications.
F.
During clearing activities, install silt fence barrier around
dregde spoil areas as shown.
G.
During clearing octivitions, Install Sediment Tres where
indicated. Divert surface drainage to Trope with temporary
diversions as shown.
H.
Upon completion of installation of all sedimentation control
measures, commence construction of bulkheads as shown on
plan. Bulkhead filter shall be installed concurrently with
bulkhead installation.
1.
Upon completion of Installation of all sedimentation control
measures, commence dredging activities. All dredge spoil
materials shall be placed in desigated spoil areas. Maintain
erosion control devices as necessary during dredging.
ELfZABETH C. LEWIS J.
Upon completion of dredging and bulkhead construction, stabilize
DEED BOOK 342, PAGE 180 K.
Mire aite.(aeed and mulch).
Maintain erasion control measures as needed to assure
(4
ZONE = RA
ZONE
functionabiility.
CL
Once dredge spoil material is dry, material shall be spread evenly
S.
on upland portion of lots. Spoil material shall be disked into existing
.
topsoil to provide a topsoil mixture suitable for establishment of
permanent groundcover.
M.
Stabiize ail areas disturbed by placement/diking of dredge spoil
1 '
C
KING OR BETHEA BRANCH N.
materials (fertilize, seed and mulch).
Upon stabilizing site with permanent groundcover, remove sed-
Z `,
ment traps and silt fence.
Q I---
+0.
Seed, fertilize, and mulch all disturbed areas within 15 days
`'`."
of completing any phase of the grading work.
`. P.
Permanent groundcover for all disturbed areas within 15
___ �`�-_ working days or no more than 21 calendar days following
,- - _- - - - _ `\, completion of any phase of grading.
/ \`\__; _ /-==•-__- ~ � �� `%`, 0. Modifications to this Erosion/Sedimentation Control Plan and
\\ _X- - /' �,\ subsequant approval by Land Quality Section will required prior
\\`-, "I"\ \\\ \`\`.,`to spreading and or other disposal of dredge spoil materials.
• ` ` \ `\`
11
'qq
_;,_, \\ , \
\ \ ,/ `_, ,, * `,
/ t 'I i \ �� ` \ '
3. Seeding Sr>ecift, cations
Install necessary mechanical erosion and sedimentation control practices
before seeding, and complete grading according to the approved plan.
Lime and fertilizer needs should be determined by soil test. Contact
NCDA for additional information regarding testing. When soil test are
available, follow rates suggested on individual specification sheet for
seeding mix chosen. Apply lime and fertilizer and work into 4-6 inches of
soil by disking or other suitable means. Operate machinery on the contour.
When using hydroseeder, apply lime and fertilizer to a rough, loose surface.
Complete seedbed preparation by breaking up large clods and raking into
a smooth uniform surface. Broadcast seed into freshly loosened seedbed
that has not been sealed by rainfall. Seed mixture shall be distributed
uniformly and covered with a dean straw mulch. All mulch shall be crimped or
asphalt tacked to help hold to place. Material and application rates are as follows:
Material Aaci� tion .Bate.
Lime 1000 lbs./ac.
Fertilizer (10-10-10) 800 lbs./ac.
Mulch 1.5 tons/oc.
Permanent Seeding
Common Bermuda
(Unhulled Septa 1 - April 1) 100 lbs./ac.
(Hulled April - Sept. 1) 75 lbs./ae.
"Rebel" Fescue 50 tbs./ac.
Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
German Millet (April 1 - Sept. 1 only) 50 lbs./oc.
Tempo ar�V Seeding
Dec. 15 - April 15
Kobe Lespedezo 50 lbs./ae.
OUTLET
AREA
Q10 DIAMETER
GRADE
LENGTH
VELOCITY
PIPE (acres)
(cfs) !inches)
(_•)
(If)
(fps)
"A" 0.7
3.60* 18"
0.70
56
5.5
,IB" 2.1
5.02 18"
1.20
50
9.5
"C" 0.5
1.43 1811
1.20
50
9.5
"D" 4.4
12.6 24"
1.14
44
9.5
"Est 2.1
6.02 18"
0.90
52
7.0
"EE" 2.1
6.02 3.8"
0.90
52
7.0
"F"' 5.7
16.3 2 - 2 4 "
0.65
44
5.5
"G" 1.7
4.87 18.1
0.65
44
5.5
"H" 1.1
3.15 Is"
0.35
44
3.6
"I" 1.3
3.73 i8"
0.65
44
5.5
still 0.4
1.15 18"
0.65
44
5.5
If Area <10 :vc
If Area > 10 Ac
Q=C:iA
Q=281 7. DA
RCP
= Reinforced
Concrete Pipe
to =5 min.
where DA-F>/640
LF
= Linear
Feet
ili) =7. 17 in/hr.
FPS
= Feet: p?r
Second
C= 0 . 40
.era
*c=o.75tNc0Gr R/w)
NOTE:
1. Contractor shall use NCDGT approved
RCP or CMP
for all
pipes underneath
NCDOT and/or Private roadways.
2. Gen~sractor may
use NCDOT approved FCP or HOPE
(2 wa:Ll)
in all other areas
including :driveway pipes.
//
RIP RAP SCOUR PAD SCHEDULE '
,,#!
NORTH PER MB.14, PIG. SO
\ \iiis�\\
\`, ,k` `\
7,),111 / _� , "Ill., \ \ ,.A
FRED HARDISON
DEED BOOK 265, PAGE 58
ZONE = RA
�h
I
VICINITY MAP - NOT TO SCALE
Rye Groin 100 lbs./aC. ,j111' 1,11"',
j i / '� �� .-! ``,`�,•` - --__-� �i2� ' �j �'�
April 15 - Sept. 1 Sized usin NYDOT Dissi ator. Charts. i ii / ,-.-� �., -/,/' , , \�, \German Millet 40 lbs./ac. 11/ r Jt// /5'' _ �- !i s \„\'� I � 0)- --
Sept. 1 - Dec. 15 t I , + i l / / -' ':- ♦ rrru rr -," �► 1 ♦*,, \ i� ` -
VELOCITY LENGTH UIIDTH TYPE r l I ! ' -./ r-i r / { ". \`� \ _ l /
Rya Groin 100 iba./aC. RRSP # (fps) ZONE (feet) !feet) STONE %!lilt! I'. --- --' z --" y � ` ' " Sk OFFSITE
4--
measures
' / s�EPncs
4. Contractor is r We*le., ds � t\� ` �•_,„ / /
responsible for maintaining all erosion control l 5.5 2 9 5 cl"B" 1I -tL,'i-
„ _ >• , i\ . I 1) , / -`'
and for amending measures as required to prevent 2 9.5 2 9 5 CL "B" r Ili/ : ill / g' \\ \ �'� / -'/,-
accelerated erosion from taking place on this site. 3 9. 5 2 9 5 cL"B" r;/f .,'�' `,. ; ;/ ; �C�.` i o I - '
5. Once all areas have been stabilized contractor is to remove 4 9. 5 2 9 5 CL"B" l lJ r f ,. ;t, ,?sue \ , _ �. _\ b, / / , �� -
temporary erosion Control measures, regrode, &mulch t0 5 7 • p 2 9 5 CL"B" FLOOD M 11st li" ' _ % `, / ! ' "4 1' / 't ` '' `- - / / A
- '"�
reatabiliza these arena. 5A 1.0 2 9 5 CL"Brr ... ,PANEL AP t'+'' ; '� - '-� ,` / / 'l y- � !' --` , -� =` �.� ,.. - f
- _/ / � =�!�.� r-
6. For additional requirements, see the approved erosion 6 5.5 2 9 cL"E--�...___ , I r - - -- �:. _ �..a:. R;� - .-� ^- %/
n p_4246�r,+ i r g !� / ti x. /' I �'_ _ - �•%'..^' :+-"'^r+✓..-"'/�' / /
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..✓ i I \ t i i I + ,, \ \ ;� f�� t / �- ,r ( I It 1 I/ / \ . \ \ - _--''/� ' - - , -_ - , �,,\I SODDING
,�?),
75 �i'_ :�
/ i , 95 \ 4, t t y \ ..� \ � , \ , \ /.01 /, ' •\ i- / ,ter .� 1 \ / ,._ =- ` MULCHING a
- -
--- \ ti o
--'' - ! © 1
Oh`
(-'q ; - 0
" ' r W
/-- ,q- Q e
AZ
Ir', - ~'! NOTE:
_ _ _-,,
\ _1 `-- " THIS IS TO CERTIFY THAT A PORTION OF THE SAID PROPERTY iS LOCATED ill
___ -'/ A 100 YEAR FLOOD PLAIN ACCORDING TO "F.E.M.A." MAPS 370340--4246 J
t ":} WITH AN EFFECTIVE DATE OF NOVEMBER 3, 2005. AND MAP 370340-4256 J
WITH AN EFFECTIVE DATE OF FEBRUARY 16, 2007. SAID PROPERTY iS LOCATED
it, ,�,
'/ IN ZONE "AE" WITH A BASE FLOOD ELEVATION OF 8.0" NAVD 88 DATUM OR
�`\\ 9.05' NGVD 29 DATUM. AND A PORTION IS LOCATED IN ZONE "X". AS NOTED ON MAP.
I
I
\----
ZONE = RA
TAX PARCEL NO. = 749-6,1
ZONE _ RA
DISTURBED AREA = 51.6 AC '
GRADING, DRAINAGE &
1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS STORM WATER PLAN
l a f DRAWN FROM DATA TAKEN FROM A SURVEY DONE BY V1% . It .
��%,% , C. MILLER LAND SURVEYING, DATED OCTOBER 22, 200 ,+ SHOWING
°l �.•#4o a¢{ { '-ij FROM AN ACTUAL. SURVEY MADE UNDER MY SUPE�11% •*...,,,a� ��
c.0I
fz ,I�,;­<4
°_ v`�o® -rEDD'S COVE,SECTION 11, 11-A �c III
- L-101ZJ41L ___f__ ..
3 - JOHN CE P.L.S. L-2596 -'- SEAL "" PREPARED FOR
n � _ .
.
-OP
-�, ,;, .. {-��� %.
�� �.05P :.-� �i- � LANIER FAMILY 11, LLC
llt!l.
® . �i
11�0fl. �4r__"' -N,
�,
,OP
PO Q�� --� STUMP -SOUK-D TOWNSHIP, ONSLOW COUNTY, NC
STORMWATFR & FROSION CONTROL 8Y: r.#.
It vLenj %
011­
8
P
. .
\�� I k
` NOT RELEASEDFOR iNSTRUCTION
- --
-.
4
Crystal Coast- Engineerin , P.A.
..
Civil] and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
A L1/I -
* 0.
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD.JACKSONVILLE, NC 28540
PHONE: 910--346 ��9800 DATE: MAY 23, 2006
SCALE: 1 100 F.B. , P.
JOB # 2551218 FILE NAME: LAN I ER, D. C
8/23/06
PER
LAND QUALITY
2/7/11
(CHANGE STREET WIDTHS AND NAME)
9/6/06 PER LAND QUALITY
3/22/11
WATER MAIN/SERVICES LOCATION
12/7/06
PER
OCHD
4/1 /11
PER NCDOT
12/11 /06
PER
NCDOT
5/24/11
(PER N.C.D.O.T. COMMENTS)
4/27/07
PER
OWNER
11 /7/13
(ADDED PIPE "EE" TO PLANS)
5/15/07
PER
LAND QUALITY
11 /19/2013
(PER COUNTY TRC COMMENTS)
GRAPHIC SCALE
100 0 50 100 200 400
, I I I I I
s "I-t"� FEET )
, Z z ., f _zoo ft. SHEET 2_ OF
.4- i
:

DRAINAGE PIPE CHART
SITE
NCSR 1'.537
y
'Y
Zi
Q
i
C
b
I
I
I
EROSION AND SEDIMENTATION CONTROL NOTES:
1. Sediment control devices and structures shall be installed,
maintained and amended as needed to provide effective
control of accelerated sedimentation until the contributing
watersheds are stabilized.
2, CCgostruction Seguence;
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction,
B. Install stabilized construction entrances.
C. Slit fence shall be Installed where shown and on all
down slopes of areas to be disturbed. Silt fence
shall be maintained until the area Is stabilized competely.
D. Once perimeter silt fence is established, commence clearing
activities.
E. Those areas not impacted by dredging activities or bulkhead
construction shall be immediotley stobllzed (seed & mulch) In
accordance with seeding specifications.
F. During clearing activities, install silt fence barrier around
dredde spoil areas as shown.
G. During clearing activations. Install Sediment Traps where
Indicated. Divert surface drainage to Traps with temporary
diversions as shown.
H. Upon completion of installation of all sedimentation control
measures, commence construction of bulkheads as shown on
plan. Bulkhead filter shall be Installed concurrently with
bulkhead Installation.
1. Upon completion of installation of all sedimentation control
measures, commence dredgingq activities. All dredge spoil
materials shall be placed in desigated spoil areas. Maintain
erosion control devices as necessary during dredging.
J. Upon completion of dredging and bulkhead construction, stabilize
entire site -(seed and mulch).
K M i t I ion ceded t
3. Medina Specifications
Install necessary mechanical erosion and sedimentation control proctices
before seeding, and complete grading according to the approved plan.
Lime and fertilizer needs should be determined by *off test. Contact
NCDA for additional information regarding testing. When soil test are
available, follow rates suggested on individual specification sheet for
seeding mix chosen. Apply lime and fertilizer and work into 4-6 inches of
soil by disking or other suitable means. Operate machinery on the contour.
When using hydroseeder, apply lime and fertilizer to a rough. loose surface.
Complete seedbed preparation by breaking up large clods and raking into
a smooth uniform surface. Broadcast seed into freshly loosened seedbed
that has not been sealed by rainfall, Seed mixture shall be distributed
uniformly and covered with a dean straw mulch. All mulch shall be crimped or
asphalt tacked to help hold in place. Material and application rates are as follows:
Material A;ppiicatlog Rate
Lime 1000 lbs./ac.
Fertilizer (10--10-10) 800 lbs./ac.
Mulch 1.5 tons/cc.
Permanent Seeding
Common Bermuda
(Unhuiled Sept, 1 - April 1) 100 lbs./ac.
(Hulled April - Sept. 1) _ 75 lbs. /ae.
"Rebel" Fescue 50 lbs./cc.
Rye Groin (Sept. 1 - April 1 only) 50 lbs./ac.
German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
Dec. 15 - April 1
Kobe Lespedeza 50 lbs./ac.
Rye Grain 100 lbs./ae.
April 15 - Sept. 1
OUTLET
AREA
Q10 DIR[.ETER
GRADE
LENGTH
VELOCITY
PIPE (acres)
(cfs) (inches)
t�'1
(if)
(fps)
"A" 0.-/
3.60* 18"
0.70
56
5.5
", 2.1
0.02 18"
1.20
50
9.5
"C" 0,5
1.43 18"
1.20
5C
9.5
"D" 4.4
12.6 24"
1.14
44
9.5
"E" 2.1
6.02 18"
0.90
52
'7.()
"Elw" 2.1
6.02 18"
0.90
52
7.0
"F" 5.7
16.3 2-24"
0.65
44
5.5
"C', 1.7
4.87 18"
0.65
44
5.5
"H" 1.1
3.15 18"
0.35
44
3.6
"Z" 1,-1
3.73 1.8"
0.65
44
5.5
"�" 0.4
1.15 18"
0.65
44
5.5
IfArea <10 A
Zf Area > 10 Ac
Q=ciA
Q=281 y DA
F.CP
= Reinforced
Concrete Pipe
tc=5 mi:,.
wher.e DF.=A/640
LF
= Linear
Feet
i10=7.1'? in/hr.
f"PS
= Feet: per
Second
C=0.40
An
*C=0. 75 (11CDO'z R/tr1)
NOTE:
1. Contractor shall
use NCDOT approved
RCP or CMP
for all
pipes underneath
NCDOT and/or Private roadways.
L. Contractor may
use NCDOT approved RCP or HDPE
(2 wall)
in all other areas
including drivE•„ay pipes.
RIP RAP SCOUR PAD SCHEDULE
Sized using 14YDOT Di.ssipator Charts.
It
i
NORTH PER M.B.1 �4, PG. 50
FRED HARDISON
DEED BOOK 265, PAGE 58 - - -
ZONE = RA
\ \
\
' ���\
\`\ `k` `. i
\\\,`� \'\ ``` `\ `\
\\,\`„ �`\ I \
_ \\\\ \ , \ \\ \ . do
Ilk,
lift' / / .,, \ ` . `
v
��
Lti
VICINITY MAP - NOT TO SCALE
a n o n eras control measures as n o assure
Putt functionablllit Getman Millet 40 iba. /ac. r i r , ---- /a • . / , \\ \`. rn
I / -/ /'�/ ♦� "\ / �•
Y• Sept. 1 -Dec. 15 ELCCZTY LENGTH WIDTH TYPE i i I ! tit t ^r-,/ .�\�,,,� _%;'♦ `► , �� `���� `atel. �4
L, Once dredge spoil material is dry, material shalt be spread evenly P rr et �;1; ,1, -_-.! - ',, - _'" ^ ; - '"\ , � ` ` Temporary / ,,�
on upland portion of lots. R Grain 100 lbs./ac, RR. # (fps} 2�riF (feet) (£e_) STONE , ! tl- \ \\ i
P P Spoil material shall be disked into existing . -..-- / / r , I i `` \ �' • Construct on / r"''t .--''"
topsoil to provide a topsoil mixture suitable for establishment of 4. Contractor is responsible for maintaining all erosion control 5.5 2 9 5 cl"B" ,/l'/ 1, - Wetta�ds `� \'�`\ `.�,,`� `,;,. Entranc / // •'s -'`
permanent groundcover. measures and for amending measures as required to prevent 2 .5 2 9 5 cL"B" 1,r/'I' t I `. %'- / / \ 1\ t�� r,_�, -, ' •• . / / --
accelerated erosion from taking place on this site. 3 9. 5 2 9 5 CL"B" I //r I i \ -%' -/%r' a ..,, /
M, Stabiizs all areas disturbed by placement/disking of dredge spoil II! ."- W� ,'� i \ \ \ �'' - / s
5. Once oti areas have been atobiitzed, contractor is to remove ` !' ' ` ' ` `` / _ -� -/' 2 , " �! I �. �_ e-;,- ^'' \\. - /11 ♦ 1't11 `\ `� �\ `1 `\►w `� `.� a. ' ••,. pr. . .0"..•• .•i'.T „ .,/' .r'
materials (fertilize seed and mulch). 4 9.5 9 5 CL' B I'll \ , i , ?, ►. // // ,.:.., - -
• temporary erasion control measures, regrade, do mulch to 5 ; . c 2 9 s CL"B" r„; - _ _' , / / ,'... / 1 Tom`., y� '`'"'_,- '� •• • / _ /
N. Upon stabilizing site with permanent groundeov'st, remove seal- 0 - 5 c " i Ii I / / ,,,}} --_ ..- -�_;1'
reatab�iza these areas. 5 t ; . 1 9 L"B )„ 4 ` '\ / ~' / �1 `"`.. z, ,...... �'zF / / -
meat traps and silt fence. a ' I c \ t t` t -, -_--._-•-�;,=-___�>� !�+: _ ...:. - -- -� /
6. For additional requirements, see the approved erosion 6 s . 2 F I t -~ / ........ "..10 r- f ~' , '�
CL"B„ i) t 1 / ( - V ( •' ' • ...I........N. ...s..n..n...n,,.. + i»
,and mulch all disturbed areas within 15 days „ „ ,,, 1 , ! ! / ,-- T / r : '_'� - -_ ----------- ------ = 1s - 0, Seed fertilizertl i , 4r // 1I / /. // 4`.'e ` , -... .•v.-�..'^'��'.a'r,,, �,,., __- ,f ..":-,-!f'•^"' —" , s /
of completing era hose of the grading work. and sedimentation permit. 7 5 9 5 cL,.B„ !�;` : i , ! / 1, ,,�,• 8'`�}� / `"� ,, .� _ = _K =�„ _ ____ y _ .a��,,. s ` I
9 Y P g g 8 3. r, 2 9 CL B / t/ \ t , / ( / �`i71� 1a' AV , 1.1 �^�=---^ �—.� ...�.. - '•��� • •
P%. Permanent groundcover for all disturbed areas within 15 5 s 5 �,,f •\� \; .tom'/- .- r ,• / / #,�� %�• s'' K / -���' ''w� '=--�.:-.-- _ - ___ �_.....�_ -- �~"'- " _ ,.t -'"
-t, _ _ r---- __ t�^ \,\ working days or no more than 21 calendar days following 1 n S 7 9 CL"B" ' i/I I Ill i 1. s• -, ,.i,,' // / J ji' /,\ / g // / /� i♦ -' ' �----- �. _ ._ - -" _' r � i+ \
/, -- completion of any Phase of grading. / !t / -r , y / // - - > - , ._✓ `ti -- \
r
,' _; ^� -~:' � ``�, 4. Modifications to this Erosion/Sedimentotton Control Pian anal _ !' �`�- - f / /I W�te 4 [ d5 ^ r / ? - `�c7.��w �+t .y
! �, + /'\ \ �,• sub uant roust b Land SJ
\ ` P Y Quality Section will required prior / , "s- -'`__ __' ;", , ! /�! f , • ./.r/ / ,- Y- r �affds -V 40k -.�.,, /'�':•`` , + _ ` ! J �^ \ \N lyqi�
/ . s KING OR BETHEA BRANCH . / .=/� '- ^ _ / % ,! , . �. r' -- , �n / `ti '1 / A _ -,- / o \� v.�n
` - A �(`� ` to spreading and or other disposal of dredge spoil materials. : ,,.� i �,_y_ _- ! , / / _ y% /, , at , �„ / �T ,('° .-' �L -- "> . �+�
,�'M �•r/ `'\\ \\ �\ \•� \\` i "' 1 � - `! /!. . / /� : �/ / /le i �%6f f I /,/ %/ II J J - j �s 4ction r �' 1 �, 1/Y ... �...� j i� It W4
\ \ /
/F,j — / ..• Y ` i
C ` \ P�e? rr-- .- / ,-- / /� .r // / t,•• ;.a �.,, ,�,,,�-',...�.. / - / / Entrance '. 1' / Il lvvv»7 - Z f / / It \ ! 0 O
/ - - \ PROPOSED \`\� \``� �`'\-, - _; -,//- __ -,- ' - 4 , ? / , P Orv` , ' /// , - -/ ' / / / / / /' t / / / - \\ \�n3co�ct"
,� _�
// � BREAKWATER /`\\`. °•��' `" r - - „ -\\ - - - / / r r / t,,, \
_ __ __ __ _ _ __. _ / J I 1 / 3 \
g' -- - _ r ` '�� I : .-----' •' i t� i •' / I i r r /r t Aj / / / j i \ \�' �•
/ � , \ \;N ` \ \\ \ •'♦'!� '� \ -- l_ - �� .. '� - ✓/ i /. �' +w + r ,' ,/ / / ,i �,' / ! t ! / 1 1 I: /' ! r � J '•iJ� I \ ` \ �N
J / _ \ �•� / - `\ / \ \\ \\ \ ♦ jt ,\ - - _ - , \ \ r- _ r 'ryr,.. r r r j / - , . rr // I i / _-/ // // / , ,/ l 1 / r 1' i I " �rrz3v }� / \ , \ • - T.
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r- rr ^ --ti "W
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\\ gi / � / \ \ i / f D.921 ►P,28e \ i\ ,I
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it)
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`� ` `\ . p ` 4 1• 1 \
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\ -
\ ! t
t {
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I t / ?9(•
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' "' `!�� cif p\<al`✓' _ - I ,�g0\ •
it
I IN
i it i
\ �\�. d98 0 o
\LEGEbIQ., I f \•\\-lop �E t �j5 i4`� \
\ It
EIS = EXISTING IRON STAKE \\ `\ s, \ �� , ._ y,Q�\e ,/ \
EPK= EXISTING PK NAIL \I ``• ' \\ , 1, ----Nt
\ t`
SPK= SET PK NAIL ® \ \\ , ``\,� \\ \' \
Sib = SET IRON STAKE -4 I `t `'E"� '
EIP= EXISTING IRON PIPE w I ' \;
R/W = RIGHT OF WAY
D.&U'•E.= DRAINAGE & UTILITY EASEMENT \It 'I
= AREA OF CONFLICT '`
I i
s \, \,
REFERENCE: DB.343, PG.365
ELIZABETH C. LEWJS
DEED BOOK 342, PAGE 180
ZONE = RA
KING OR BETHEA BRANCH
1.
c►�;.
id
/ �/ / /
r r- ,- t ,. / ' N\� / I I t-•-'� "' /, „/ J / / 6 .- / 6�/ / /�I / 1 I / t I I 1i
/ - / jy I / \ I I I
4 Wetland Impact , / .i , ^ - - ._// \ / . / `� •!,. \.m \, \\ �`'� _.� - ,-�- _ ! 71
-'i i / •' 1 - r -~ -^ ^. \ _ f ,'' , .•-,....00
�., .,. r/ / •'f\ \ %\ 1SIF/'..\\ \\\ •y'l'�\,- t ! ► �f,.'/ I J , `".•.. r I• /!/ I / \ 1 \
head $ackfill, 0,06ac,> /- /•� ~x\\ , / , 3kc--- / j/ \�yy,l�tdtf► g•'! \ �,.� __./ Jib/! -''" / RR,Sp ' ' r i 't \��
�- -� i" S `IN � 1i,, \ \\ t ,r/ y , / .. + / -r / / I I t \•\>;...., oplil.\.. \ / - -• --� / 1 `\- ^ / / I r \ , 1 I / \ \ \ t`
I,w
i /�-'_-r / 1{ i \\` \\\ Wettans- "\` / I J1 ! \`-.r,✓ _ / ,,,.0 _ r"'.--- .._ ` f // / % '"'- / \, / / k,' f �"-.Rr\� �..% J �! t , // \ `8` j I \ \ \\\,t \\
/, / 1 , ♦ ♦ .�:-r/ - r --. ^ r r�+ ; .�-�'. t / ..-.10 ✓ I ! ,� .� r r +/L .� .� i 1 I ,(LI ! �•`•. 'ram f / ""r a" 'moo v // 1 \
r / \\\ �' jI , '� I / t: i' \ , !/-' 1 , /--, / _t \-- r �//.J r �..� l / `,1k — -.� \ i `\\
,,, / / ,.r.r4= ^.,,r- / i f ^\ 4 � J ........y ! 1 ! r-,,.�_ .r- ,A, \ P-ter.-.,r -i ;: I/ i ,--•'- / �"••,..,. - /.. / . /�, � / ,/ / i +. _ � /! / ,�f l ` �%/^ `1 % � I / � \ \. W\ 1 \ 1 \,
I ! ! / t , \, Wetland < ! .- �k // ! / / / / ' ! ! \ \ \
! ! '1 \ I I i 1 \ \ _ , / tin .r / . / / r ,'/ / /, , 0�' ! ! , �. / T ` ..
'� / _/� Cµ _-- 1 - ey-01`�. - ! I ! / / / . i fa/ / J ~^ //' I 1 L- 5t MSL' / _" \ l
/ ¢1 8 ,.,.g \ ! + S V I I I j h\,\ r % Y. \. ' - r' / - �p ! ! / %.v. �... — ... — J / \
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/'^ `"----_`_`\ THIS IS TO CERTIFY THAT A PORTION OF THE SAID PROPERTY IS LOCATED IN
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Crystal Coast_____Engineenng, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] N FAX: [phone]
R�.vI si ON s:
8/23/06
PER
LAND QUALITY
9/6/06 PER LAND QUALITY
12/7/06
PER �OCHD
12/11/06
PER
NCDOT
4/27/07
PER
fl�VNER
5/15/07
PER
LAND QUALITY
• PREPARED BY
JOH N L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONViLLE, NC 28540
PHONE: 910--346„9800 DATE.- MAY 23, 2006
SCALE: 1 - 100 F♦B. , P•
JOB # 2551218 FILE NAME: LANIER, D. C
2/7/11 (CHANGE STREET WIDTHS AND NAME)
3/22/11 WATER MAIN/SERVICES LOCATION
4/1 /11 PER NCDOT
5/24/11 (PER N.C,D.O.T. COMMENTS)
11/7/13 (ADDED PIPE "EE" TO PLANS)
11 /19/2013 (PER COUNTY TRC COMMENTS)
- - GRAPHIC SCALE
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CRYSTAL COAST ENGINEERING, P.A.
3817-3 FREEDOM WAY - HUBERT, N.C. - 28539
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Redd's Cove, Section II,
LANIER FAMILY II, LLC
II—Aq & III
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I 'I VITA STUMP SOUND TOWNSHIP NORTH CAROIJNA
4
REVISED: MAY 25, 2011 (PER NCDOT COMMENTS)J I #HEET NO.
OHN L PIERCE SSOCIATES., 5 OF 15
LAND SURVEYING - LAND PLANNING - PHASE I EVIRONMENTAL AUDITS
409 JOHNSON BLVD. - JACKSONVIIIEq N.C. - 28540 DISK DISK
Phone [phone] - Fax [phone] - E-Mail: [e-mail] FILENAME FMNME
DATE APRM 51, 2007 SCALE AS SHOWN DRAWN BNJ/D1(N DESIGNED BNJ/DKN I JOB NO. 25512181

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Water. Sewer & Stormwater Design By.
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.SCALE :HORIZONTAL = 1"= 40'
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CRYSTAL COAST ENGINEERING, P.A.
3817-3 FREEDOM RAY - HUBS=, N.C. - 28539
Phone [phone] Fax [phone]
ww,,.erystalooastengineering.aom David K. Newsom, PE
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STUMP SOUND TOWNSHIP NORTH CAROLINA
17 16 JOHN L. PIERCE & ASSOCIATE�'HEFT NO.
REVISED. MAY 25, 2011 (PER NCDOT COMMENTS) 6 OF 15
LAND SURVEYING — LAND PLANNING — PHASE 1 EVIRONMENTAL AUDITS
409 JOHNSON BLVD. — JACKSONVILLE, N.C. - 28540 DISK DISK
Phone [phone] — Fax [phone] — E—Mail: bjarmanObizee.rr.eom FILENAME gII,EN,
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DATE APRIL 5, 2007 SCALE AS SHOWN DRAWN BNJ/DKN DESIGNED BNJ/DKN 11013 NO.

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NOT RELEASED FOR C NSTRUCTION
CRYSTAL COAST ENGINEERING, P.A.
3817-3 FREEDOM WAY — MERT, N.C. — 28639
Phone [phone] Fax [phone]
W W W crysWcoastengineering-com David K. Newsom, PE
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PROPERTY OF:
�� Redd's Cove, Section II,
LANIER FAMILY II, LLC
-Aq & III
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NORTH CAROU
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STUMP SOUND TOWNSHIP
_j 0+00
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JOHN L. PIERCE & ASSOCIATES, 9 OF 15
REVISED: MAY 25, 2011 PER NCDOT COMMENTS)
LAND SURVEYING — LAND PLANNING — PHASE I EVIRONMENTAL AUDITS
409 JOHNSON BLVD. — JACKSONVM, N.C. — 28540 DISK DISK
Phone [phone] - Fax [phone] - E-Mail: [e-mail] FILENAME FILENAME
DATE SCALE DRAWN DESIGNED JOB NO.
APRIL 5, 2007 AS SHOWN BNJ/DKN BNJ/DKN 2551
3

' (River Oats, Salt Gras
8'
SHOULDER
1 "/FT. 1 4"
C/L
& Salt Meadow
RIGHT OF WAY
1
20'
PAVEMENT
I
60' (Betheo Drive
6' 6'
SHOULDER DITCH
1.5" SF9.5
16" 1
' 6" ABC •.
Street Cress Sections
NO SCALE
ONLY , Ap V� ASPFW.I N=3 ARE ACCEPTABLE. GQ7 7� $ ACF �S1 NCWT
e OWNER WITH APPROVED MIX DESIGNS FROM ASPHALT SU ER
SUPPLIER SHALL ENPLOY A CERTIFIED ASPHALT PLANT TECHNICIAN TO PERFORM QUALITY
CONTROL OPERATIONS AND ACTIVITIES AS REQUIRED BY NCDOT QUALITY CONTROL.
PR1
TFiE v11ALL IDEA CERTIFIED QNS ROADWAY TECHNICIAN AT ALL TIMES
DURtN�r PLACNf OF ASPHALT. TECHNICIAN SHALL PERFORM ALL TESTING AND
DOCUNEMTATION AS REQUIRED BY NCDOT'S QUALITY CONTROL PRAM
EROSION .AND SEDIMENTATION
CONTROL NOTES:
1. Sediment control devices and structures shall be installed,
maintained and amended as needed to provide effective
control of accelerated sedimentation until the contributing
watersheds are stabilized.
2. Construction Sgpuence:
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
B. Install stabilized construction entrance.
C. Slit fence, temporary diversion ditches, and sediment traps shall be installed where shown
and on all down slopes of areas to be disturbed. Follow maintenance requirements as shown on
the details sheet for every erosion control measures.
D. Excavate temporary sediment traps and divert all surface
drainage from disturbed area to sediment traps.
E. Install Stormwoter Structures and Inlets Protection.
F. Complete rough grading activities. Maintain erosion control devices as necessary.
G. Complete fine grading activities. install surface treatments (asph,
concrete, or A.B.C.) as indicated..
H. Stabilize (seed and mulch) those areas not to be paved and/or built
upon. Provide Temporary Seeding if not In recommended seeding
dates for Permanent Seeding.
I. Maintain erosion control measures as needed to assure
full functionality.
J. Upon stoblizing site with permanent groundcover, remove seed -
and re -construct swales per Swale detail if necessary.
K. Seed, fertilize, and mulch all disturbed areas within 15 days
of completing any phase of the grading work.
L. Permanent groundcover for all disturbed areas within 15
working days or no more than 21 calendar days following
completion of any phase of grading.
M. Upon establishment of permanent groundcover, remove accumulated
sediment from stormwater storage bosin and restore to design conditions.
3. Seeding SRecificaticros
Install necessary mechanical erosion and sedimentation control practices
before seeding, and complete grading according to the approved plan.
Lime and fertilizer needs should be determined by soil test. Contact
NCDA for additional information regarding testing. When soil test are
available, follow rates suggested on individual specification sheet for
seeding mix chosen. Apply lime and fertilizer and work into 4-6 inches of
soil by disking or other suitable means. Operate machinery on the contour.
When using hydroseeder, apply lime and fertilizer to a rough, loose surface.
Complete seedbed preparation by breaking up large clods and raking into
a smooth uniform surface. Broadcast seed Into freshly loosened seedbed
that has not been sealed by rainfall. Seed mixture shall be distributed
uniformly and covered with a clean straw mulch. All mulch shall be crimped
or asphalt tacked to help hold in place. Material and application rates
are as follows:
TEMPORARY SEEDING
Seeding Mixture: Winter/Early Spring Summer Fall
Specleg Rate(lb/ac) te(lb/ac) ate(I b Aac)
Rye (groin) 120 -0- 120
Annual Lespedeza (Kobe) 50 -0- -0-
German millet -0- 40 -0-
PERMANENT SEEDING
Seeding Mixture:
SQeQI29 Rat2(Ib f ac)
Pensacola Bahlagrass 50
Common Bermudagrass 10
German millet 10
Seeding Notes:
1. Where neat appearance is desired, omit sericea.
2. Use a common Bermudagrass only on isolated sites
where it cannot become a pest. Bermudagrass may
be replaced with 5 lb/acre centipedegross.
Seeding Dates:
April 1 - July 15
Soil Amendments:
Apply lime and fertilizer according to a soils test, or apply
3,000 lb/acre ground agricultural limestone and 500 lb/acre 10-
10-10 fertilizer
Mulch:
Apply 4,000 lb/acre grain straw or equivalent cover of another
suitable mulch. Anchor by tacking with asphalt, roving, netting,
or by crimping with a mulch anchoring tool.
Maintenance:
Refertilize the following April with 50 lb/acre nitrogen. Repeat
as growth requires. Mow as often as needed.
4. Contractor Is responsible for maintaining all erosion control
measures and for amending measures as required to prevent
accelerated erosion from taking place on this site.
5. Once all areas have been stabilized, contractor is to remove
temporary erosion control measures, regrade, & mulch to
restabilize these areas.
6. For additional requirements, see the approved erosion
and sedimentation permit.
PROPOSED BULKHEAD
(STRUCTURAL DESIGN,
BY OTHERS)
COVER WITH SOIL
TAMP BACKFILL
SECTION
ULTRAVIOLET RESISTANT
FI FABRIC OR
EQUIVALENT (SECURED TO
INSIDE OF RETAINING WALL
WITH GAVLANIZED ROOF
TACKS.
.4--, EXIST GRADE
CARRY 12" OF FABRIC INTO TRENCH.
Bulkhead Filter Detail
NO SCALE
EXISTING ROAD Construction SMIfIcations
1. Stone size - Use MSHA size No. 2 (2-1/2" to i") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2). Use
crushed stone.
2. Length - As effective, but not Ion than 50 feet.
3. Thickness - Not less than six (6) Inches.
4. width - Not less than full width of di points of
Ingress or egress. Minimum of 12'.
R 5. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-
woy. When washing to required, it "I be done on an
area stabilized with crushed stone which drains into an
approved ant trop or sediment basin. All sediment
stall be prevented from entering any storm drab. ditch,
50MIN. or watercourse through use.of sondbage, gravel, boards
LENGTH or other approved methods.
6. Maintenance - The entrance shall be maintained in a
condition which will prevent trackhq or flowing of
sediment onto public rights -of -way. This may reeitiire
periodic top dressing with additional stone as conditions
demand and repair and/or cieonout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
12 MIN. tracked onto public rights -of -way must be removed
Immediately.
(SEE NOTE)
PLAN VIEW
Temp. Construction Entrance
NO SCALE
12 GAUGE 4'X4' OR 2'X4r WMDED WIRE HOOKED ONTO
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
TO CEDAR OR WOOD POSTS MATH NO. 3 STAPLES.
2' MINIMUM
ULTRAVIOLET RESISTANT (BLACK) gift
FABRIC OR EWVM04T SECURED i0 WEE
MATH METAL CUPS OR WIRE AT Or OFF
CENTER.
MAXIMUM s1�+MENT STt7RAGE LEVEL. REMOVE
SEDIMENT' WHEN THIS LEVEL is REACHED
/ OR As DIRECTED BY 10PECTOR.
NATURAL GRADE
COWR WiTH SOL AND TAMP BACKFILL
CARRY 6. OF MARE INTO TRENCH.
CARRY APPROX 12r OF FABRIC INTO TRENCH
METAL. CHAR OR 4'X4r TREATED WOOD POSTS AT V
OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD
BE s DEEP MINIMUM.
Silt Fence Detail
NO SCALE
CDiPACTED sOtl. L---1
t�«xr�f �t �•rs�>�•�ww�F :.�i /FLOW
.4.
«t,
TemporaryDiversion Ditch Detai
NO SCALE
C$
U
N
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i
0)
C / Sediment Fence � C
W-�,-_---_M
1011011000
■�er�=�
...
-
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•
1 ©FA-_00=110
Horizontal Scale
Disposal Area Section
NO SCALE
Nr WM�C
See Schedule
PLAN VIEW
iedule
NO SCALE
i 1 /2 D
RIP RAP 1 3 p \'INSTALL GEOTEXTILE
{TYPE PER FILTER FABRIC UNDER
PLAN) RIP RAP
SECTION VIEW
1. D - IN51DE DIAMETER OR WiD T H
Of CULVERT
2. MINIMUM STONE Tt'ICKNE55 1`O BE
TIWO TIMES 5PECIf1ED 571-ONE DIAMETER.
Rip Rap Scour Pad_
NO SCALE
CP'�
007
PAVEMENT OR
SHOULDER RR TRACK
SHOULDER
5' BEYOND DITCH
TOE OF �
SLOPE OR
EDGE OF
PAVEMENT z
N
Lj
STEEL PIPE CARRIER
CASING PIPE
MASONRY ENCLOSURE
AT EACH END
TYPICAL PIPE CROSSING
ENCASEMENTS SHALL EXTEND
FROM DITCH LINE TO DITCH LINE
IN CUT SECTIONS, FIVE (5) FEET
BEYOND THE TOE OF SLOPES IN
FILL SECTIONS, AND TEN (10)
FEET BEYOND EDGE OF
PAVEMENT IN SECTIONS WITH
NO DITCH OR FILL AREA.
PIPE SIZE
(O.D.)
WALL
I THICKNESS
4" - 12 3 4"
0.188"
16"
0.250"
18"
-----0.250"
20"
0.250"
24"
0.250"
30"
0.312"
36"
0.375"
48"
0.500
NS2TES:.
1. STEEL ENCASEMENT PIPE SHALL CONFORM TO ASTM A-139 WITH WALL
THICKNESS AND GRADE AS DEFINED IN THE SPECIFICATIONS. MINIMUM
ALLOWABLE YIELD STRENGTH IS 35,000 PSI.
2. CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE LENGTH
WITHIN THE CASING BY USING "SPIDER" STEEL SUPPORTS AT AMAXIMUM
OF 9 FOOT CENTERS (ONE AT EACH JOINT AND ONE INTERMEDIATE).
OTHER METHODS MUST MEET APPROVAL OF THE ENGINEER.
0O \
y Uj V W
1
1.5" SF9.5A 4 2 '
i
FMPACTpECE
Pavement Schedule
7a
10'x7O'
10'�'tAN 3 C' 10' - jE
--�-�- -�-- R/W
S� ! R3
EX. E©P
EX. EOP - c/L
C /L
NCDOTR /W '"" -----
FIGURE 4
Entrance Detail
NO SCALE
p
NOT a FOR •NSTRUCTION
Crys'tal Coast Engineering, P.A
Civil and Environmental Consulting Engineers
David K. Newsom, PE
n
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] N FAX: [phone]
REVISIONS:
8/23/06 PER LAND QUALITY
4/11 /07 PER OWNER
ns ow Water & Sewer Authority
USE WITH "ONWASA MANUAL OF SPECIFICATIONS, STANDARDS and DETAILS, latest revision"
DRY BORE AND JACK NotT ^►_t To Sc i�W:1:�t1.
cale wS B&J
inu
REVISION DATE:: SEiEo4:
PIPE ENCASEMENT August, 2009 i of I
Typical Cul-de-Sac Detail_
NO SCALE
DETAIL SHEET
FOR
REDD'S COVE
_ PREPARED FOR
LANIER FAMILY II, LLC
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOH N L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MAY 23, 2006
SCALE: NONE F.B. , P.
JOB # 2551218 FILE NAME: LAN i ER, D. C
SHEET 13 OF 15
t L E
fq
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