84-08 OVERSIZE PLANS 5/2007

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Harlowe
\Uw��J:701
Newport
Mill
eraelr
Bogus
Sound !
Pine 58
Knoll
Shores
REVISIONS
Per owner 5/24/07
Per owner 6/6/07
Per Carteret Co. 6/9/07
Per owner 6/11/07
ervious Surface 7/25/07
Revise Pervious Area,
add proposed riparian
corridor boundary 8/13107
Add Adj. Pier, Revise
Riparian Corridor 8/29/07
Per LAMA & Owner 10/3/07
Modified for LAMA Major
Application 10/9107
orate pier deck 10/22/07
Per DCM & DWQ Communications
1/15/08
Per DCM for Minor Permit
Application 1/30/08
Per NODE R for Express Permit
Scoping 2102J08
Per NCDENR for Express Permit
G�PSS a SS ! Review 3112108
�P�tiR`vR; oRP / Add Existing Residence Dim. $�
0 5 �� �P�E� / BMP Drainage Areas Per
/ NCDENR - DWQ 4/11/08
Reduce deck area, add misc. notes
& stormwater details Per
�F tiR, of ROG / NCDENR - DCM request 4/14/08
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Q : Approx. High Water t /
/ 1 1008
41
JILMINGTON, NC
co'
/r'�^ Existing Building To Be 2 /
kemoved
(� AMA Buffer —/ty - 30'x4U' +Overhang Exlsting Riprap 1 T !!
(No Bulkhead This
—7 � Section of Shoreline) /
ir
Fish House Remnants
1 /
O 168 51' j t V 11 :It° This Area /
,l .
2'00"E
�— RNE AY oE
ROAD
18 �spha !t G°` GaE
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-_ ,� -__. ,.-. �... �' ., . .. • • �E �tTJ' PEER
'•. • . .�_... __ __. �-,,��„� _,
� --
? _._ 30 ;AMA Buffer
1114e,
• . _.._.-.: � r;, ,..� . • • E, ,, ,, .: P��R. � , �� Pam, ,� /
NP
Atlantic Ocean
VICINITY MAP (NTS)
Proposed
Ferry
Terminal
Site
Core
Sound
Cshallberg
Core
s
a
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A rox.. I-ji h Water----,,
Pp\ C?e
NOTES:
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project parameters as defined
,
�, ' ' • • • . Existing Piles �t ° °
In accordance with the p p \ c fe Existing Residential
by the Owner, due to _trle limited area of land disturbance \ Building To Remain J
anticipated, an a roved erosion and sedimentation control plan
P PP o erosion and sedimentation control is R., \ R K
is not required. Howev ,r, ero a �, \
mandatory. Therefore, at a minimum, stabilize all disturbed areas
(temporarily or permanently as appropriate) w/ seed and crimped `,onsf�9 _ 1 �0
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mulch or sod, rolled erosion control products or any means
\ �,��� ' `' NOTE: (Typical) /
Ad' P rt O Fir P'
necessaryto minimize erosion and prevent sediment transport. jacent ropey w ,,, s lee
p p
-�
.� \ R, =
'�\
Water Depths
�
Estimated Size & Loca pan Per
����
As measured the
morning
Goo le Earth and Field,
This plan document is for CAMA and Stormwater Management 9
✓�
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of Thursday July
12, 2007
perroitting purposes. Structural design and evaluation of proposed Measurements
OWNER: Raymond L.
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by Surveyor
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and existing structures (buildings, bulkheads, retaining walls, vehicle ,;rice
P.O. Box 16
Existing Concrete Bulkhead
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era are not within the scope of
loading faculties, et cetera) P �,,
Davis, NC 2 5 4
T & Normal High Water / Normal Low Water Extent
(Yp 9 )
these plans.
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Entire Area SAV Habitat
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No Wetlands within Project
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Per DMF 2/01/08
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Owner & Contractor are responsible to insure all project construction is consistent with owner's
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intended uses. Owner & contractor responsibility for project compliance with all applicable codes,
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ordinances and regulations including building codes, setbacks, on -site wastewater system
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specifications, built upon area requirements, etcetera.
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Vehicular traffic is necessarily restricted to one way (direction at a particular time being dependant
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ORW -Project Extents within
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upon whether loading or unloading ferry) with attenttive coordination required to maintain safe and
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Estuarine Shoreline AEC
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convenient ferry loading and unloading. Parking and vehicular movements shall be restricted to
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for these purposes. Physical barriers to maintain this circumstance
surfaces improved P P Y
Approximate Sound Width in
PP
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and to provide an assurance of safety adjacent retaining structures, et cetera, shall be
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Project Vicinity — 3 Miles
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provided by Owner.
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It is the Contractor's responsibility to inspect the site, plans, et cetera and identify field and other
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conditions and any related project cost implications thereof.
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Base Map & Boundary Survey Data Provided by:
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Powell Surveying Company
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P.O. Box 616
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Beaufort, NC 28516
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252-728-4235
Plan Sheets
Additional Topographic & Location Data Provided by:
1. Cover, General Notes and Pre -development Conditions
90• /
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land surveyors, Llc
2. Certified Survey Scan
E WCOMB 246 West Millbrook Road, Raleigh, NC 27609
3. Proposed Site Conditions
`
/
919 847-180p 919 847-1804 fax
( ) � ( ) (fax)
3A. Proposed Site Conditions
4. Details Profiles & Sections rr1-1
5. Informational / Descriptive - Stormwater Management per DCM
6 Informational / Descriptive - Stormwater Management per DCM /
7. Soil and Environmental Consultants - Deep Soil Boring Map (Sheet 1 of 1)
Permitting Plan Set DATE: 5/15/ 2007
SOT RELEASED FOR CONSTRUCTION _
(Confirm w/ Engineer)
I Until All Appropriate Permits & PROJECT:07-012400
Authorizations Received
/ DRAWN B`i : JF
i SHEET: 1 of 7

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Scanned Certified Survey Utilized as Authorized By:
Powell Surveying Company
P.O. Box 616
Beaufort, NC 28516
252-728-4235
(Surveyor's Authorization & Survey Document Provided to Coastal Planning Services, Inc)
Note: Document Scan is NOT TO SCALE
Permitting Plan Set
NOT RELEASED FOR CONSTRUCTION
(Confirm w/ Engineer)
Until All Appropriate Permits &
Authorizations Received
REVISIONS
Pif "iW "8'12R�M ��
Per owner 616107
Per Carteret Co. 6/9/07
Per owner 6/11/07
Pervious Surface 7/25107
Revise Pervious Area,
add proposed riparian
corridor boundary 8/13/07
Add Adj. Pier, Revise
Riparian Corridor 8/29/07
Per CAMA & Owner 10/3/07
Modified for CAMA Major
Application 10/9/07
Modified per owner ferry
information 10/15107
Grate pier deck 10/22/07
Per DCM & DWO Communications
1/15106
Per DCM for Minor Permit
Application 1/30/0$
Per NCDENR for Express -Permit
Scoping 2102/08
Per NCDENR for Express Permit
Review 3112108
Add Existing Residence Dim. &
13MP Drainage Areas Per
NCDENR - DWO 4/11/08
Reduce deck area, add misc. notes
& stormwater details Per
NCDENR - DCM request 4/14/08
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DATE: 5/15/2007
PROJECT: 07-012400
DRAM BY: JF
SHEET: 2 of 7

REVISIONS
=f�Ier awsier 5 247 -7
Per owner 6/6/07
_
Pet, Carteret Co. 619/07
Per owner 6/11/0'
Pervious Surface 7/L5/O-
�,
Revise Pervious Are:.,
add proposed riparian
corridor boundary 8/13/Q7
Add Adj. Pier, Revise
G�
Riparian Corridor 8/29/07
Per CAMA & Owner 10/3/07
Modified for CAMA Major
Application 10/9/07
�1
Modified per owner ferry
P
information 10/15/07
Grate pier deck 10/22/07
"
Per DCM & DWQ Communications
1 /15/08
Per DCM for Minor Permit
Application 1/30/0$
Per NCDENR for Fxpress Permit
Scoping 2/02/08
Per NCDENR for Express Permit
Review 3/12/08
Add Existing Residence Dim. &
BMP Drainage Areas Per
NCDENR - DWQ 4111/08
Reduce deck area add misc. notes
& stormwater details Per
NCDENR - DCM request 4/14/08
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Q Q �ro•�M 32' { ��
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>r 0`� 01 CgMq Quffer
Stormwater Quality
U Enhancement j i Existing Riprap
�� • ........ • Area #2., i (No Bulkhead This APR 0, Z Permitted (To be installed) %
Bottom Elevation = 4.5 � i �i � % /�
Proposed 150' Long x 8" Wide Wastewater Bed System Fill Area % i %, Section of Shoreline � % ��`�"
t Concrete Retaining Wall Proposed ii / )
Inlet Weir % ; Building
A %I Elevation 4.5 (+16" Roof Overhang)
168,5 1i
O so•
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arking for FerryCapac►t
Outlet Weir .. , r/\ —E p Elevation-5.5 M 3 ; 0 Bufer'30M
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Stormwater Quality�'` ,�/
8" de (Max) Concrete �S1 0.•
Wide p c,
Retaining Wall (Typ) Enhancement �Pw
an --
Area #1
Bottom Elevation = 4.5
Approx. High Water----, �••,St;,, q ��s�; ,eti�,; , P'
v r Pr+a _ . red �C afe • oetc, ��� `i / Existing Riprap ,
474 ,, 10ft x 300ft Open Wood Per
NCDEN mt Request)
<b Q 4�� �� = - %�' Max. Extent Practicable er R - D
"?uffer ��st; Existing. / ' p \ 1.,. 478 5.00 ;;
/ \ Ova Jsting c°�c, Residential �aA�, l 2, bw 5 4.98 !� BH
\ \ Impirvious to Structure o��/LL
Eo 6H � ( P
Elev. To of F
Driveway & Lo Ex. Bulkhead Ryp)) .�
Appurtenances
to t0
N.Remain `� 5.20
swd
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\ \ ,' � .. . ,. Proposed 20ft x 50ft Concrete Pier
x�20ft Articulating Ramp at End
Deck Surface Comprised of Open Metal
e 475 �' Grate (Grate NTS) to Maximum Extent
IN.
BH 4 Practicable per Structural Design by Others
476 NOTE:
4.40
Earthen Slopes � � �2
\\ BH 3H:1V Max. G/ "* Mooring / Guide
\ Asphalt Cross Slopes i ;oo �� Dolphins (Typ)
• \ \ 2% to 5% Max. > , ��O
o
Existing Concrete Bulkhead
(Typ & Normal High Water / Normal Low Water Extent) l 0, a A
\ 0 ��
\\ a. Entire Area SAV Habit It
C6 Ir
IN.� o \1,P C8 Per DMF 2/01 /08
IN, p0- G0
ee
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SOUNDeCORE
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CALE I ..-._ 20 Water depth measured at 100ft from bulkhead along proposed pier centerline y �Q 0 R p� q � V V - Project Extents vi, + ; � I n
location = 4.5ft during a rising tide on \ \
9/14/07. NLW estimate this location = 3ft (�) ,, Estuarine Shoreline A LE0
Per owner's on -site representative
Ferry Parameters per Owner
\\ Approximate Sound Widtr� in
Front /Bow Loading ,`
65'Long '\ Project Vicinity = 3 Miles
4 Passenger Car / Vehicle Capacity ,` \
Loaded Operable Depth Requirements \
36" at Stern \
18" at Bow \
1
IN
LEGEND
ElProposed Asphalt Paving
ElConcrete
Open Wood Decking
�
General Flow Direction
cfi on
M.E.G. Match Existing Grade
- Existing Contour
0- Proposed Contour
0 4.30 Sot Elevation
EOP p
+�16.32 Spot Elevation
Water Depth & Note
Vegetated Swale
F.
Permitting Plan Set
NOT RELEASED FOR CONSTRUCTION
(Confirm w/ Engineer)
Until All Appropriate Permits &
Authorizations Received J
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DATE: 5/15/2007
PROJECT:07-012400
/ DRAWN BY: JF
/ SHEET: 3 of 7
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G�P Q G�I'SS
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Limits
'Drainage
Area #2
-/ 7/%/�
Q Approx. High Water
j r (-�
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441f / i
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+.
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`6 0 Limits miry cam, a f �� I
Q Drainage �� h^� +., j 32'
p
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I —Z Area #1 25 .
(' CAMA 6 Stormwater Quality
/ U Uffer Enhancement
O Z Permitted (To be installed) Area ti
Proposed 150' Long x 8" Wide Wastewater Bed System Fill Area Bottom Elevation = 4.5 ,
Proposed
Concrete Retaining Wall ,n �.
i
Inlet Weir ; < Building
A , p ' (+16" Roof Overhang)
Elevation = 4.5
No f 4 S79'32'00"E - -
HOE �4i ttcwaY ��
p s. to WpOd Wa 'D '
RoA �o I
(Parking for Ferry Capacity) , ", j f " /'i / � A _/ a` Outlet Weir 1 • 1 •6;111 � • -``- 6 ----
�• ; �— - �P , , ._�_... .... Elevation = 5.5 t ---s
` • I o c�ti!\ -.._.5.30 1:... 3Q CAMA Buffer '
(Max)Stormwater Quality e`�e�, �5
8" Wide Concrete
Retaining Wall (Typ) Enhancement V,�
A Area #1 �\e�a j V
}' Bottom Elevation = 4.5 418 D �� Z
/ IN Tnar�;l.,lar G Co - e,y 1+ `w%��l. T*- - F°eApprox. High Water 1 ,xtYl
N.cr�
Pl.�posed . _ ra
° , Ira to
% 1t)ft x 300ft Open Wood Deck COve DMF Request)
74
Area �� ♦ �e $, 478 5 00 j-Max. Practicable Per N
� w i:. 1-4,1'er c Est; Existing• rh a - ;, j Extr.nt
O� ..Misting o�cr Residential ♦ �` ' SW 5. 548.E BH 8 Rom' 6H 2 NP
Impe,vious to Structure I VDo / ir,, Eo �p�F (Elev. Top of
Driveway. Ex. Bulkhead (TYp),,,
Appurtenances ♦. kto
Q
H \\ Remain .20 .'� f
Proposed 20ft x 50ft Concrete Pier
xist�n y 20ft Articulating Ramp at End
Deck Surface Comprised of Open Metal
475 t Grate (Grate NTS) to Maximum Extent
ti \ 4H 4 � �P� Practicable per Structural Design by Others
B ca ,
476 MOTE:
Earthen Slo es rr^^
`�e BH 4°a 3H:1V Max. , V 'o Mooring / Guide Dolphins (Typ)
�.� Asphalt Cross Slopes
` 2% to 5% Max. �O�
ExistingExisting Concrete Bulkhead '
CS p,
Residentia
RoofAreta (Typ & Normal High Water / Normal Low Water Extent) v.", o
- - Contributing C6 C,�+
to Dr^cinciGi? od ��
` � Area �� �� -o Entire Area SAV Habit2t
,moo C8
.19
,GP C8 Per DMF2/01/08
Crete erete ®aIN� � �C8
,,, s*,-sty 3.9. I � `9//� `N _ 0
d
Color �.
Existing N 5
42 Residential `��1 ��� �' �� CORE SOUND
8 Structure �9, ` CAL E 1 '—_2O Water depth measured at 100ft from `�,. ��e
�0 bulkhead along proposed pier centerline Q ORV V Project Extents within
0 location= 4.5ft during a rising tide on `
�tiSt� ►��9/14/07. NLW estimate this location = 3ft (+) Estuarine Shoreline A E C
o �9 Per owner's on -site representative
`>
2��re p
38 e IN
Ferry Parameters per Owner
Roof `� Approximate Sound Width in
Overhang — Front / Bow Loading
Edge Typical 65'Long �\ Project Vicinity - 3 Miles
• 4 Passenger Car / Vehicle Capacity
Loaded Operable Depth Requirements
36" at Stern
18" at Bow
a � /
REVISIONS
P er owner 5/24/V
_
Per owner 6/6/07
_
Per Carteret Co. 6/9/07
Per owner 6/11/07
�GG�S
G�-
G�
, �1� 5
{ � �y
Pervious Surface 7/25 7
Revise Pervious Area,
add proposed riparian
corridor boundary 8/13/07
Add Adj. Pier, Revise
Riparian Corridor 8/29/07
Per CAMA & Owner 10/3/07
Modified for LAMA Major
Application 10/9107
Modified per owner ferry
information 10/15/07
2
Grate pier deck 10/22/07
Per DCM & DWQ Communications
1 /15/08
Per DCM for Minor Permit
Application 1130/08
�5
R0 ��
��GF NP
g P
Per NCDENR or Express Permit
Scoping 2102/08
Per NCDENR for Express Permit
Review 3/12/08
Add Existing Residence Dim. &
BMP Drainage Areas Per
NCDENR - DWQ 4111/08
Reduce deck area, add misc. notes
& stormwater details Per
v�
NCDENR - DCM request 4/14/08
j
2
Existing Riprap
' (No Bulkhead This
Section of Shoreline)
P
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LEGEND
Proposed Asphalt Paving
Concrete
Open Wood Decking
General Flow Direction
M.E.G. Match Existing Grade
- -- - Existing Contour
0- Proposed Contour
0 4.3 Spot Elevation
EOP
06.32 Spot Elevation
Water Depth & Note
Vegetated Swale
Permitting Pl=m S(A
NOT RELEASED FOR CONSTRUCTION
(Confirm w/ Engineer)
Until All Appropriate Permits &
Authorizations Received
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DATE: 5/15/2007
PROJECT:07-012400
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DRAWN . BY: JF
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SHEET: 3A of 7

Proposed Open Wood Deck
Finished surface elevation to be determined by
connection to wood access walk from office
building deck. Handicapped Accessibility
issues as they relate to mirmum FEMA
elevation requirements are `he controlling
parameters.
a'
Handrails & Guardrails per applicable Building
Existing Bulkhead
& Accessibility Codes
Existing Riprap
5 _ Height & Extent Varies with Location
_ =i -
_NHW —
NLW — 0 = -
_ CORE SOUND
DECK OVER SOUND
SECTION B-B —5 — --
1 "=10'
Proposed Tiw.:.•r Piles
(Typ Per Owner)
Alternate: direst bearing or attachment to
existing buRl,.,ad subject to structural
evaluation by 'tructural Engineer or as
acceptable pe) Building Codes & appropriate
Enforcement Official
HIGH POINT
LEV = 6,56
HIGH POINT S�A
= 0+80,25
PVI STA
0+57.25
PVI ELEV
= 6,66
A.D. _
—5.40
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DATUk ELEV
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HORIZ. SCALE: 1 "=40' 6
0+00 -- 0+00
DRIVE OFFSET TO DRIVE OFFSET TOW/RDS
RESIDENCE PROPOSED OFFI((E
v 65.
25139,
,p
23.8 1'
6.03' 4
\1k 'p
a' 15.00'
�, �. 5'x4' RipRop Pads ;n 3'x8' RipRap Pad
Stormwater Quality ar 19.00,
Enhancement
Ar-:a #1 Layout
�._.1,132sf to
1"=20' yo��. hQ� Stormwater Quality
Enhancement
Area #2 Layout
247sf
0ti 18.97'
1 "=20'
APR 17 2004'
DCMWlLtt>;1NjGT0 ,
--1
Proposed Retaining Wall - Slope Top
Surface (Typ) to Direct Runoff as Indicated
Provide Guardrail, et cetera as
- Needed &/or Required for Safety Swale (31-1:1 V Max.)
Slope Varies
/' Stormwater Quality Enhancement Area#1
� \
Concrete Retaining Walls
�_ to Provide for 1ft Minimum
Proposed Asphalt Freeboard Above Design Stormwater
Capacity &/or as Required to Retain
SECTION A -A (stabilize) Earth/Material (Typical)
(NTS)
Proposed 20'x20' Articulating Metal Ramp for
Vehicle Loading on/off Ferry. To be defined in
overall structural design by others.
Proposed Metal Grate (NTS) —�
Proposed Concrete Pier
Existing Bulkhecd , 50
5 —=
DATUM E'L.E'V -NHw=
—5.00 NLW — 0_ - roposed Intermediate Beams
CORE SOUND to Support Metal Grate; to be
GROUP Ferry Basin/Channel - -- evaluated in overall structural
SECTION Proposed Pler 1'=10' - -� design by others.
Proposed Concrete Pile
To Concrete Footing. Proposed Concrete Piles
To be evaluated in overall (Typ Per Owner)
structural design by others.
Permitting Plan Set
NOT RELEASED FOR CONSTRUCTION
(Confirm w/ Engineer)
Until All Appropriate Permits &
Authorizations Received
REVISIONS
Per owner 5/24/07
Per owner 616/01
_
Per Carteret Co. 6/9/07
Per owner 6/11/07
ervious u ace /25/07
Revise Pervious Area,
add proposed riparian
corridor boundary 8/13/07
Add Adj. Pier, Revise
Riparian Corridor 8/29/07
Per CAMA & Owner 10/3/07
Modified for CAMA Major
Application 10/9/07
Modified per owner ferry
information 10/15/07
Grate pier deck 10/22/07
Per DCM & DWQ Communications
1/15108
Per DCM for Minor Permit
Application 1/30/08
Per NCDENR for Express Permit
Scoping 2/02/08
Per NCDENR for ress ermbt
Review 3112108
Add Existing Residence Dim. &
BMP Drainage Areas Per
NCDENR - DWQ 4/11/08
Reduce deck area, add misc. notes
& stormwater details Per
NCDENR - DCM request 4/14/08
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DATE: 5/15/2007
PROJECT:07-012400
DRAWN BY: JF
SHEET: 4 of 7

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1
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REVISIONS
,._._
Per ow[mer 6/24147 .
n_ Per owner 6/6/07
4- Per Carteret Co. 6/9/07
Per owner 6/11/07 •
ervious Surface 7/25/07
Revise Pervious Area,
add proposed riparian
_.,.,. 3 ,. corridor boundary 8/13/07
Q _ Add Adj. Pier, Revise
y O Riparian Corridor 8129/07
� , Per CAMA & Owner 10/3/07
Modified
�y,J • \ for -CA
MA Major
"V °� \ Application 10/9/07
AD Modified per owner ferry information 10/1
J -if 5/07
} 30 r ^ Grate pier deck 10/22/07
IqMAp Per DCM & DWQ Communications
(•�� f%�., 1/15/08
Per DCM for Minor Permit
Application 1/30/08
Per DENR or Express Permit
Scoping 2/02/08
Per NCDENR for Express Permit
Review 3/12/08
Add Existing Residence Dim, &
BMP Drainage Areas Per
NCDENR - DWQ 4/11/05
RECEI r " Reduce deck area, add misc. notes
& stormwater details Per.
NCDENR - DCM request 4/14/08
168.51 ' APR 1 � 2Qag
8" Wide (Max) Concrete Stormwater Quality
Retaining Wall (TYP) Enhancement ����� o�'' s.sl 6.32' _ f
Area # 1 �`e Ja�� 03,
it Bottom Elevation = 4.5 418 D� 5 _
'L ' \ /
Existing \ `' 478 5.00
��- r 5. 5 4.9 8 B H
Residents �/ v SW� �6.os
Structur7 oho . �� f --y "Eon BH
\ O j O f 1
rt n n �� r _ '
Appu e a ces�r '`
\ to'co
Remain Cn
The Stormwater Quality Enhancement Areas, the vegetated J ''
inlet /weir � ,,
conveyances which direct flow to them and the et
t _ ._ �... - / ' / - Jam. � r \\�� Nr
arrangements collectively are of significantly greater volume than ,� w
U Co
LO
the estimated runoff to result from a 1.5 inch rainfall on BUA \
Z
reater than 12%.
('�
475
J
The vegetated conveyances and the inlet configurations are BH S� Z
intended to provide pretreatment of runoff including opportunities \ 7�
o ��
for sediment deposition, pollutant adsorption, nutrient uptake, - , 4� 0
p p '
U
o m �a
infiltration, UV exposure, et cetera. � cg
4 t1
v J �1 U W ,c
` Z 4W
Overtopping of the outlet weir is anticipated infrequently. When �� �, c
ppp g �
> m
" pollutants, This Plan Sheet is provided per DCM C8 .� � 0
this does occur, the first flush", most likely to contain p , Scale
' request to better describe or illustrate the
will have been directed into the enhancement areas prior to
runoff patternassociated wi h
s stem receipt of the excess volume. Therefore, a1y stormwater no pa with the
y p � o
n flow across a vegetated
Drainage Area served by Stormwater
which does overtop an outlet weir and g
Quality Enhancement Area #1. >
filter should be the cleanest portion of the runoff, Further, an y p
\ C M
effort has been made to isolate the filter strips front other runoff _
'
contributions, thereby maximizing the filters water quality benefits It is intended that this is accomplished
�
via increased residence time and decreased velocity, by isolating the drainage area modifying C8
the drawing scale, and providing several \
In addition, depressions have been created to detain stormwater arrows to indicate runoff flow direction.
es � Permitting P arL Set
DATE: 5/15/2007
q NOT RELEASED FO ONSTRUCTION
and further minimize runoff. (Confirm gineer)
\ , Until All Appropriate Permits & PROJECT:07-012400
\ , Authorizations )deceived
/�
Z* \ DRAWN BY: JF
Sri \ C8
\ SHEET: 5 of 7
6.4 60 V V
�-_ —*Pop- , . , � , ss�ble �I o
od CAMA ffer
—y- 30;
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