20050367 Ver 1_Complete File_20050228

MEMORANDUM
TO: John Dorney Regional Contact: J. St h i
Non-Discharge Branch WQ Supervisor: .?
Date: 03 - 0.2- -O?S'
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Altamar Ine/Nlicliael NlcCarley for Carolina NTarine
Project Number OS 0367
Recvd From DCiNI
Received Date Recvd By Region
Project Type Concrete domes, rail spur, conveyor, raihvay &
County New Haiiover
County2
Region `Vilmington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Imoact Score Index Prim. Supp. Basin Req. Req.
F_ O Y O N 1__F_-F__F_F_F_F_
Mitiqation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y ON Did you request more info? Q Y ON
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? Q Y 0 N Recommendation: Q Issue @) Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
No 401 required for the proj ..ect as proposed
JHS 03/02/05
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MqR 0 8 Zop.s
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?'??RIJDSA%'DSnj? 0QUqCIIy
cc: RegionalOffice
Central Office Page Number 1
HCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastai Management
h4ichael F. Easley, Governor ChafIBS S. Jones, Director William G. Ross Jr., Secretary
Express Permit
P ?? ? n?
FeGrrrary 22, 2005 ?I? Q 5- O 3?j 7
MEMORANDUM:
F Fk, 7Q(1
TO: -C-?nd?aroIy- ,C_)'kc?c`n
u
"tJL'SiU S(?+?lIY
Supervisor ,' ?tif?!.?r?
401 Oversight and Express Permits Unit
Division of Water Quality-SuifacetiWater Protection
FROM: -Jasen-Ell ai ?z rcNz ?,
Express Permit ?a-6rdinator ?
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Altamar, Inc./ Michael McCarley for Carolina Marine Terminal
Project Location: 3330 River Road, adjacent to the Cape Fear River, in Wilmington.
Proposed Project: The applicant proposes to construct two (2) 140' diameter concrete domes, rail
spur, load-out tower, railway and stormwater collection pond.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 17, 2005. If you have any questions regarding the proposed project, please contact Jasoji
Dail at [phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: v This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
T1iis agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached corrunents.
SIGNED (aLs"_nL __ DATE ? >z
,
127 Cardinal Drive Ext., Wilmington, fv'orth Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanaQement.net
An Equal Opportunity 1 Affirmative Action Employer- 50% RecyGed 110°ib Post Consumer Paper
,_._... r
? -
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor ChaflOS S. Jones, Director William G. Ross Jr., Secretary
Express Permit
Febrrtary 22, 2005 c..??? n i? - O ? ?j 7
.?
MEMORANDUM:
TO: Cyndi Karoly
Supervisor
401 Oversight and Express Permits Unit
Division of Water Quality-Sui'facetiWatel
FROM: Jason Dail
Express Permit Coordinator
D (? ? .'7 1--7 n
?jj 54: -1
FEH p 8
V?Ai cn UUAUTY
yYETLANDS At?D STORMtiYATER gRMVI
Protection
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Altamar, Inc./ Michael McCarley for Carolina Marine Terminal
Project Location: 3330 River Road, adjacent to the Cape Fear River, in Wilmington.
Proposed Project: The applicant proposes to construct two (2) 140' diameter concrete domes, rail
spur, load-out tower, railway and stormwater collection pond.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 1-7, 2005. If you have any questions regarding the proposed project, please contact Jason
Dail at [phone]. When appropriate, in-depth comments with supporting data is requested.
ItLAPLY: V This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
Z7A
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanaqement.net
An Equal Opportuniiy 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NA1?IE: Altamar, Inc./IVlichael N1cCarley for Carolina Marine Terminal
2. LOCATION OF PROJECT SITE: The project is located at 3330 River Road, adjacent to the Cape Fear River,
in Wilmington, New Hanover County.
I'lioto Indes - 2000: 1989: 179-31 F, 12 1984: 15-190 T, 18
State Plane Coordinates - X: 2317006 Y: 159982 GPS - V-021410A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Sitc Visit - 2/11/05 and 2/14/05
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Applicatio?i Received - 02/09/05, completed on 02/21/05
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Ncw Hanover County
Land Classification From LUP - Conservation/Developed
(I3) AEC(s) Involved: ES
Water Dependent: Yes
(D) Intended Use: Commcrcial
(E) Wastewater Treatment: Existing - Septic Planned: None
(F) Type of Structures:
Existing - Two office buildings, commercial grade conerete pier, rip-rap, work shop and staging area
Planned - Two concrete domes, rail spur, load-out tower and railNvay
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTIO\': [AREA]
kiLLr_u
(A) Vegetated Wetlands
(B) Non-Vegetated `Vetlands (Open water)
(C) Other - Highground 14.33 acres
(624,214 sq. ft.)
(disturbed)
(D) Total Arca Disturbcd: 624,214 sq ft (14.33 acres)
(E) Pritnary Nursery Area: Yes
(F) Water Classification: SC Open: No
8. PROJECT SUl`LIIARY: The applicant proposes to construct two (2) 140' diameter concrete domes, rail spur,
load-out tower, railway and stormwater collection pond.
A1il:c AfcCarlcy
Page Two
9. PRO,TF.CT DESCRIPTION
Mike McCarley, on behalf of Altamar Inc., has requested that the attached application be processed under the
Express Permit Revie`v Program.
Plcase refer to the Field Investigation Report (FIR) for Altamar, Inc., prepared by Tere Barrett and circulated on
3/12/92, for a full description of the project, and previously permitted activities. Thc applicant has an existing
CAMA/Dredse and Fill Permit (#46-92) for maintenance dredging. The permit is scheduled to expire on December
31, 2005.
The waters of the Cape Fear River, adjacent to the project site, are classified as SC by the North Carolina Division
of Water Quality. The area is designated as a Primary 1\'urscry Area by thc Division of Marine Fisheries,
hoNvever, it is CLOSED to the harvest of shellfish.
PROPOSED PRO,TECT
The applicant is proposing to construct two - 140' diameter concrete domes, a rail spur, load-out tower (conveyor),
railway and a storm water collection pond on the subject property. The applicant proposcs to develop the property
in order to receive and ship materials coming in by sea going freight tankers. As indicated by the applicant, the
material would come in on freight tankers and would be unloaded at the existing dock via a conveyor. From there,
the material would be fed into the concrete domes then transported to the load-out tower where it Nvould be
deposited into trucks and/or railcars for off site transportation.
Beginning along the waters edge and working landward, the applicant proposed to construct a gravel/bituminous
pavement drive that would span from the existing pier to the northern most entrance to the properiy along River
Road. The driveway would vary in width, ranging from 42' across at the location of the load-out tower and railway,
to 15' across along the southern and eastem most sections. Additionally, the driveway would be constructed in a
circular manner to allow for one-way traffic or directional use. The applicant has indicated that the area located
within the circular driveway would be used as a laydown/storage area, as would the areas adjacent to the driveway.
In addition to the driveway, the only other structure located within the 75' Area of Environmental Concern (AEC)
would be the proposed stormwater collection pond. As proposed, the pond would run from north to south «rith the
outfall structure being located on the northem end of the pond. The pond would measure approximately 430' in
length and average approximately 120' in Nvidth. As proposed, all structures associated with the retaining pond
would be located outside of the 30' buffer, with the exception of the proposed rip-rap apron. The proposed
concrete domes would be located along the northern property line between the proposed driveway and retention
pond. The domes (each measuring approximately 140' in diameter) would be connected to a load-out tower, which
would be located between the two domes. The load-out tower would transport material from the domes to thc
boxcars, which would enter and exit the property on the proposed railway and rail spur. The rail spur,
approximately 40' Nvide x 375' long, would be located beriveen thc two domes and the driveway. The spur would
tum into a railNvay along the western end of the proposed driveway, and continue in a northerly direction, away
from the property.
10. ANTICIPATED ]AMPACTS
The proposed development would disturb approximately 624,214 square feet (14.33 acres) of previously disturbed
high ground. The project uses on the subject property would remain the samc.
Submittcd by: Jason Dail Datc: 2/22/2005 Officc: Wilmington
4.
Form DChi-hIP-1
APIPLICATIDN"
(To be completed by all npplicants)
b. Ci , town, commun?icy or landmark
uic,M INGTON V. 1J G
1. APPLICANT •
a. Landowner:
xame ALTAMA2 2'IUG.
Address 3330 R1VC--R RdAd
CityWILMIN?TDIJ State. N C,
c. Streei address or s ndary road number
3330 RiVER ?oAd
d. Is proposed worlc within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearestprojec (e.g. river,
creek, sound, bay) CAPE FLQ/L 1VE2
Zip a s y ?? Day Phone
Fax ?J -0 74r_ Yosy
b. Authorized Agent:
Name Mck I K ?R CE1?
Address ay3 NORT? FRpNT ST4'Lt:E7
CityWILMINGTON StateM Cl
Zip ?)g y01 Day Phone J/n -5y 3-/oy8
Fax 9 10- aL s?- S;-$3-
c. Project name (if any) CARduMA MARIJUEi
-rr-_ aM I NA t-
NOlE: Permit xs116e isiued in name aJl=dowiur(s), msd/or
projecr rsanu.
2. LOCATION OF PROPOSED
PROJECT
a. County,N«U ti',4mDl/E (2
Rn-iud 03/95
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, butkhead, pier, and
ezcavation and/or filling activities.
rwo. Iyo' DIAMr-rFR coNr-R6n;- 4oM66,
1[. S PU Lo u TOM16 -
WAY = T c- coNS uc-rc vMVD .
b. Ls the proposed activity maintenance of an ezisting
project, new work, or both? NEW MRK
c. Will the projeci be for public, private or commercial
use? 6() MG6tr- lAL
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. 7015' U G O ff IS
05C Cf CT C G y
Pgt-r u"p PPIOV/bg
mcc ,
4 t, V I W ?t ,l?l II\\/1
" 'y'J II
FEB 10 2005 LUJ
DIVISION OF
CpASTQL Mp.NAGEMENT
Form DCAi-TiP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract i$•?(o ACA,56
b. Size of individual lot(s) Isx& ACREs
Approzimate elevation of tract above MHW or
NwL 12
d. Soil type(s) and te ture(s) of vact
(Ur)UROAN LAtJ? e - 1?lGS 2oYAU
e. Vegetation on tract SPARSE CsR44S, SN1E TRCES
a lD S4RUBS
f. Man-made features now on tract 8V(L41 S
FARKING ARFA, IwTEewoR brRT 06A •
g. What is the CAMA Land Use Plan land
classification of the site? (co,uult rhe tocat tand ust pta,+.)
Conservation
? Developed
Rural
Transitional
Community
Other
h. How is the tract zoned b local government?
aEhVy MA?J
?FArTuRMC,
i. Is the proposed project consistent with the applicable
zoning? -)L-- Yes No
(Artach zoning eorrpliance crrrificate, IaPPGwb1e)
Has a professional archaailogical assessment been
done for the tract? Yes No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed ar eligible property?
Yes No
1. Are there weilands on the site? ? Yes _ No
Coastal (marsh) A._ Other Y.
If yes, has a delineation been conducted? 65
(Artach docsurunration, if avmlable)
m. Describe existing wastewater treatment facilities.
DN51'rc, s6pTIC TAN9
n.. Describe location and type of discharges to waters
of the statc. (For ezample, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
SU R FAC C RUN UFF
o. Describe ezisting drinking water supply source.
c , Ty W,4TM
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted: .
a A copy of the deed (with state application only) or
other instrument under which the applicant claims tide
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other inswment under
which the owner claims tide, plus written permission
from the owner to carry out the project.
o An uccurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are prefened and
only high quality copies will be accegted. Blue-lina
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
rn it? m st iently detailed to
?? ay:per q?el? ?nf'liar'th the area to the
V
FEB 1 0 2005
' DIVISION OF
Reviud 03195 COASTAL MANAGEMENT
Form DCN1-hiP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and che like.
° A Stormwater Certirication, if one is necessary
° A list of the names and complete uddresses of the
udjacent waterfront (riparian) landowmers und
sigr?ed return recripts us proof thut such owners
have receivecl n copy o[ the upplicntian und pluts
by certified muil. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further cercifies that such notice has been provided.
Name PCT RQ4EvM FUQ- YC 8111 L Co.
Address 3314 gIUG2 RCVg
Phone
Name KOCN 96FI)UIN6, Car1PANY
Address 33q RIVi5R R0A Q
Phone
Name
Address
Phone
A list of previous stsite or federa[ permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMk fr 'l(0-9?_
° A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
a A signed AEC huzurd notice for projects in
oceanfront and inlet areas.
° A statement of compliunce with. the N.C.
Environmentul Policy Act (N.C.G.S. 113A -.1 to
10) If the project involves the ezpenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIF'ICATION A.ND PERNIISSION
TO ENTER ON LAND
I uoderstand that any permit issued in response to this
application will al(ow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, tbe proposed
activity complies wich the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant pernvssion to representatives of state and federal review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is wthful to the best of my knowledge.
2oaS
This is the ? day of ?? g
Print Name Mr-KIM + eR6'5b
Signature 1r.-Gyt?r..t?`t ?'?•
Iandoxnur or,4utfwri;ed Agrnt
Please ind'icate atzachments pertaining to your proposed
project.
DCM MP-2 Ezcavaiion and Fill Informaiion
? DCM MP-3 Upland Development DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development
NOTE: Please sign and date each attachment tn the
space pro ' at?ie?? rn o each orm.
Y ?
E v ??
?? 1?? D
FEB 10 2005
DIVISION OF
rr) ncTA l. Mq^Io''` R!17 K1T
Reiiua 03/95
Form DCA1-A1P-3
U.P. LANID
DEVELOPJL.?ENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Niajor
Permit, Form DChi-hiP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed ?,-Gdt?C RC-tE DaM6S . '
1- R,AiL $ PVR ? I- LoA 6 o uT TOWER
b. Number of lots or parcels I
h. Projects that require a CAhiA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted Z' Z' 2Q0 S
i. Describe proposed method of sewage disposal.
6XISTING 5CPTIcTAa1K 00 SITG•
j. Have the facilities described in Item i. above
c. Density (give the number of residential units and the received state or local approval? NfA
units per acre) Na (Attach aPpropriatt documcntation)
d. Size of area to be graded, filled oc disturbed
including roads, ditches, etc. /1/.33 AeRC5
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercia] effluent,
"wash down" and residential discharges).
suRFAcc R UNOFF
e. If the proposeci project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submittecl to the Division of Land
Resources? Yes 7C No
If yes, date submitted 50Bh11fEDTo fSC1u fL(IUOVEK
coUN" Foft LANh bISTVR8W= PCRMiT.
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
GON CRCI'Er A 5 2{}h1,r AA3h STor1G
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 17o
Rerised 03195
Describe proposed drinking water supply source
(e.g. well, communit , public system, etc.)
Pv8/_1 c SYS?M
m. Wilt water be impounded? 9 Yes No
If yes, how many acres? l ACP, C
n. If the project is a oceanfront develo ment, when
was the lot(s) platted and recorded? k/A
K i M -?- G2Ech
Applicnnt or I'roJect Na ie
941261i
Signature
2- 9-ZOOS
Date D Pli C EHVE,
FEB 10 2005 -
DIVISION OF
COASTAL MANArE"`?'1T
PETROLEUM FUEL TERMINAL C0.
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~ R~, ? • ~ • \ ~ , , ~ ;i ~
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~ r 4 } t ~ ~ _ ~ ~ _ _ J i ~ ! ; t ; ~ 1? j~ 9. Yar~ty map in relatian io tlie aile; INDICATED ON THIS ~tAWING
t " • ~ ~ ' ~ l I t ~ r , ! , ~ ~ r ; ;
~ • i / ' EXISTING CONC. RAMP !:i t.,;: I ~ • ~ ~ ; ' ~ ~ 10. T EXISTING BIKE PATH °p°9~PhY ~ t~ ~ in two (2) foot minimum intervals irom City or ~r data sour~es •
~ ! l~ - 1 l C. DOCK • / ~ ! ~h date of data; INDICATED ON THIS DRAWING ; ~ ~ ; WITHIN PAVEMENT LIMIT
i ~ ~ j ; , ~ . 11. Approximabe location of 10Qyear flood plain boundary. Note areas with a h j~ o Isfiory uf flooding; iNDICATED ON
~ i i ~ i f~ ~ t ~y ~ ~ , ~ , N THIS DRAWING 1'ji 12. Locate e~dslin ditches aee~ ,
.i' .4 ~ ~ fx ~ ~ i ' / ~ ( , ti ~ 9 . ~ and ~ and their dassific~don (i.e. ir~errni~nt, nial C S ;r , P~'en , ~ VI~, ORW, ~c),
' ~ ~ ~ RE CE ~ ~ • _ , , _ 1CE ~ r ' „ r r ~ 1~. Indicate the types af sails as nef~er~ced in fhe most recent book a# Soil Survey of New Fleraver
FRa a ' Y - ' x < ~ ' ~ ' itif. r i% ~prk;ulture and Natu~al Re~uroe Conservation ~Y~ North Carolina by the US DepaAment of Sernce; MOSTLY (Ur) I SIrW.I AMOI~IT WEAR RINER
~w ` . WA ~ r i i _ R i~ ~ ~ , ! ! , ~ i ~r~ ~E ~ ; ; ' ! ! ~ r , ~ COWSISTING OF ~ ~
ik: ~ , ' ~ 1 : , _ • . , ~ ~ ~ ~ ~ f ~ i(j • - ~ ~ 1 '~Q / ` 14. Locefie CA!~A areas of . f, ~y concem (AEC) and associated semadcs, INDICATED ON THIS DRAWI " ' NG
R CE % ' i ~ ~ 1 , ~ , , i ~ „ ! OW % ~ , % r
6 0 4 • _ _ . , , i,; t ~ • • _ ~ ~i EVE !i ' ' ~ ..p "ii~~_ ~ ~ 2; 1 ~ 'f ~g• ~Y ~ I~nd da~c~tiai from the Wilmin n-New H~over ~~Y ~Drehe~sive Plan, CONSERVA ~ TION 8, DEVELOPED
„ ~ ~ , , , ~ ~ . , Y,,, ~Y ~ ~ ~ ~ ~ f ta Midcele fhe pr'eience or non-presence af Conservation Resaioet
~ r~~ ~ ~1 • ~ ~ . ~1 oi i` ; 3 ~d ~c~ed ~elbeclcs, NONE t
~ I ~ l ~ ' ~ 07 . :F,'x • _ `J ~ ~ /l; 17. kidic~e whetherornotlhe sNe it reooyNyed,e a local Ste~ea ' ~ NMa~or
~y ~ s~s; NONE t
: ' BUI G i r~ 18. Indabe the loc~i of oerr~ies, bunal s~es, a bixi~ ~ N e 9rotxtds, QNE
r / 1 ~ ! 19• DNineete aeriai extent of forested areas i'
1 ~ ; ~ SEPTIC TANK 1 . ndicated areas in square feek or aa~es, and nof~ t~bi~t and dam~ j ~ in~rrt species wi~in s1~; NONE
" f/ • 1~ RX.P ~ ~ ) ~ . ; - SHEET PILES " ~ ER OWNER / ~ ~ , ~ j I ~ ` ' ~1. Delineate the aPpra~dnrb locodon d U.S. Ann of i ~ Y~ E~ne~s Secdon 404 w~etlanda and Sedfon
, ~ ~ i ~ ~ DRAWING 10 ~ers; IN~C~ATED ON THIS i
tl ` ~ ~ w ~ ; CONCRETE RAMP ~ ; w } ; f~ i ;
: ~ h ~ ~ ~ ~ ~ ~ f~ i j ; 21. Indica~e tlie pre,sence oFp~,led ~pedes a I~ebit~t infonr~atlon ~
• ~ ~ ~ Di ~ GARAGE ENTRANCE ' wi I ' f ~ ~ frnento ; NO PROTECT~ vailable from the U.S. Fish and Wildl'fie Service and N.C. q; , m ~Y BPK~S OR HABITAT ON StTE wi ~
} f i 1 • ~ / ~ VI Q . 1 a , ~ , , ~ ~ z 22. Indit~te ~e q~ a; ~ P~~ rao-pre~er~oe oFaxhtlrg a qnpoted bilae
~ / , I a ? m ~ ~ ~ 1 INDICATED ON THI a tr~i~ m; S DRAMINrG and tra~t facili~es.
~ IS11N MATE ; I ~...4.~ :.ti,:... Q > r~ AL OWN TOR Y ; 5~.-~ META v >
' \ ~ f J ~ ~ / ~ ~n I ~ .i ; ~ ; .:,.};;s':: SHED ~ • \ \
Y , . r ~ , ; f i` l GAS v ; ~ • I ~ r U ~ 1 ~ U
; ~ ~ pU ~ z . y / ~ E~ BLOCK ~ ~ Z ~ ~ ~
;j` ~ / , WA 2.5 TALL ~ t ~ i h
~ J' ! ~ GAS ;P~J n ~ ~ ~ dl . ~ 4 ~ ~
~Ei~,- ~ i ISLA~If~ ~ ~c I ~ c~ ~ ~ ~ ~ ~ ~ ~ LEGEND
' 1` ~ ~ 1. i i z i i; ~ !i ~ ! ? ~ ~ - Z ~ ; ; , ;
? . ? ' STORAGE TANKS ~ Xz » ~ I ,i 1 STOR oa ~ X= » OqK i` EXISTING CONTOUR - - - 5-- - - - U ~ ~
i 4 BLOCK ~ l~ ~ \
~ ~t i BLOCK BUILDIN ~ x ' i i ~ BUILDIN ~ G f X ' . PROPOSED CONTOUR 5 ~ f
~ 1 ~ ~ t 1 i ; ~ ~ , . , ~ ~ H . ~
1 + I ~ ~ i S - r ` ~ . - ~ SILT
30 CAMA SETBACK LINE ~ i ~ 1 r ~ ~ ~ f t 10' ~ OAK ~ ~ ( INLET PROTECTION ~ ~ ~
~ ~ ~
~ 1 . METAL ~ ' ? UMITS OF CONSTRUCTION~~~~~ f
75' CAMA SETBACK LINE ! ~ '"'~c , • ; 1 , I ~ 11.5 ( . ~ ~ ' ~1.5 C G ~
1 ~ i s ~ ' ~ ~ ~ \ •i` ` ~ ; ° ` 'r~ VA VE FOR I. ~ '~i ~ ~ ~ ~ 2~ , n~ ~~0 ~ SILT FEN(~ N~ S
`j ' aw w~aow ~ f r , ~ ~ UND~~17~17fJCJ1~8,.~ ~ ; ~ POND • ~ ~os w~r.
'i ~ ; , K ~ ~ ~ t~ ~ ~ i S. _ ~ ~~STp~~'QUA j WSE - 18.5 R'~w~T~t~ry
~ tig ~V i ) ~ ~ ) MEAN HIGH WATER LINE ~ , ` ~ , ~ STOR~I DRAIN RB { 7 ~ ~ci~
(EL. = 3.0 ) ~ ' ~ 1, ~ g ? ` SWALE
. ~ li ~ ~ , • \ \ ASPHALTI ~ ~ • • ~ ~,j
, \ ~ 1 DRIVE ~ ~ ~ _ ~ ~ G CHECK DAAI
• , r..~ ~ ~ ~ ~ ~ ~ ~ , ~ , , AN ORY B l ~ . ~ ORY B k~~_.~
W SEC110N 404 4VETLANDS .1 . ~ • • • . . . . • . . ,F--- . . i0f~-8F~4hlk~ • • • • • • • . PPR X. PER ,bWNER ~ ~ n 15-- _ . . c~ (DELINEATED DEC 04) ~ 15- 12 SPOT ELEVATION ~'0
~ . , , ~ ` 12 RCP ~1~ . . ~ T~ ~ , _ . r-~- I • 3UR'v'€ ~ _ r ' ~ - ~ ' ,~'a"_' ; 4U \ ~
a ~ . _ _ i ~ ~ - ~F~ - ~l ' TEMPORARY SEpIYENT
m 4,_ H . KOCH REFINING C0. C AIN L1NK ~E~~W gq`i~$ED~-yVfR~~ ~ X' i ~ ~ TRAP Oq( ~_.~~~X /R CHECK DAM ~
m BRACKISH ~IARSH AREA (WBI~I) 3334 RIVER RD. ~1 ~ D / ~64 • C/ 3p~ HF
GPIN R06400-001-003-001 ZA ~ / NORTH 1 p ?A
ZONING HM / U5E (OIL REFINING) ~ EXISTING DITCH a > > > ~ (INTERMITTENT) OQ , w )
50 0 50 100 g 1- ITE I NVENT ~RY P roRY P
L ~ Z ~ D LAN N 159528.2571
5 SCALE: 1"=50' Horiz. m p ~ ) 50 0 a / E 2317148.7511
~ / EL 18.09
0 ~ ~
> .,N~ _ I • • .
? ~c . W ~ aro ~na ar~ne e oATE: ~0 Hpy 2 Fl~ . . , , , rm~na ~
~ ~~c"";~. .e _ ~ ~ rn /~n ~ r1l/I'1 A Anr~r~~ Tr?Mr~~r~w~ wi~rl~l~nn+nn Alr.r~4, 1~...._I!~ ~ ~tr.F pan.~ a„z,~, SCALE
~ ~~1ViV \r1WLL VGrI VI// iQ ..III I III IyLvI o, I.v~ ~~I %~*urVIIr1Q ~ ""w ~on DRAWN ~B HORIZONTAL: ~M
~ E- ~ 44$ Vkin9 Drive, Suite 100 ermina X QnsiDESIGNED C,B 1"=5p'
~ . 33, ; Yrginia Beach, Virginia 23452
~ . % ~ c REa,uroar AGENcr RESUBMrtu 02h51~ Phone: [phone], Fax: [phone] . G03 ~ver ~GI CHECKED yyJE VERTICAL:
O B REt~1lATORY 1~GQIfW SUBINtTAL 01/26/05 ~ • , PROJ. MGR. I(A$ NA .
~ n ntc Suewrtru AA0002667 EB0006691 tt/1o/oa - ~ ~ ~ m~~ ~ REV.140. ----FnONs DA,E ~ . ~ m, ~n on , srnrus:
www.mckimcreed.com K
~ 0 m Prelimin ary Desi9n RM"
~ Not For B Const ruction

sra~ Pat~s Z ~t~n~c~
M1
~Wfll{AMS~d
A D
'0 m
~ ~
~
~ A
PETROLEUM FUEL TERMINAL C0, 3314 RIVER RD. PIN
~ R06400-001-0~5-000 ti
~ VICINITY MAP - NOT TO SCALE
°a ~
~
~ z I 2
c ~ ~ N
U 2
L32 r t y 25
9 A7 ~ ~1 2 B' D .37' Y 0 CAPPED i
8 MOOPoNG DOLPWN UNE TABLE 1 I RA PAD z1
LINE BEARING DISTANCE _ _ _
L1 N48'49~28°E 29.54 qPT/12' ?~ru qg 12 ; , ~ vur~ ~~r z ~ J r ~r.ri...~.r .A .
L2 N89'21 27 W ~.3t roa s.ao'~ POND ~ L3 S79'39'15"W 22.94 ra~ s,3t' .O^ -
L4 S76'26'28'W 36.98 A9 J ~ ~ 20~ 20 ~
L5 N83'30'17"W 65.65 -_._i' ~ ~ NO ATTEMPT HAS BEEN MAOE AS A PART OF THIS
L6 N73'15'38"W 74.64 ~ ,~o ~ ~ ~o BOUNDARY SURVEY TO OBTAIN OR SHOW DATA
L7 N5p'37'S6"W 29.16 ~yy CONCERNING EX{STENCE, SIZE, DEPTH, CONDITIQN, ~ ~o ~ CAPACITY, OR LOCATION OF ANY UTiLITY OR
LS N21'S9'08"W 18.26 L9 N11'40~11"W 37.66
UO N23'43'09"W 76.33 A11 ~ CO MUNICIPAL/PUBUC SERVICE FACIUTY. FOR INFORMATION ~ ~IETAL BU?LDING REGARDING THESE U11LITlES OR FACIlIT1ES, PLEASE
Ltt N10'21~26"W 53.40 ~ 9¶pN CONTACT THE APPROPRIATE AGENCIES. r~
U2 N04'21'08"W 52.~ , SURVEYOR HAS MADE NO INVESTIGA110N OR
L13 Ni2'39'S4" 19.76 A1 ~ ~ i'';:% ~~/~~f ~ 2~ INDEPENDENT SEARCH FOR EASEMENTS OF RECORD , ~,f//, ~ ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP
L14 N25'18'48~W 13.90 U 5 N04'24'23"W 27.51 ~ ~
L16 N49'13~14"E 99.76 r W TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ~ ACCURATE ANQ CURRENT T1TLE SEARCH MAY DISCLOSE.
L17 N00'19'42"W 74.78 ~ ALL BUILDINGS, ANp SURFACE AND SUBSURFACE
L18 N01'Q '06'E 77.34 ~ c~` IMPROVEI~ENTS ON AN ADJACENT Td THE SITE ARE
U9 N01'00'30'E 86.21 J L20 N13'07'O6'W 38•12 0 9~ r NOT NECESSARILY SNOWN HEREON. rs
L21 N1474'24'W 33.94 y ~ r ~ 34~ o THE IOCATIQPi AND/OR EXISTENCE OF UTILITY SERVICE
L22 1 '13'23'E 38.66 Z ~ N 5 A14 Z ~ LINES TO THE PROPERTY SURVEYED ARE UNKNOWN AND Z ARE NOT SHOWN.
L23 N08'45'18`W 49.92 r s
L24 N29'14 56 W 34.37 ~ SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS
L25 NOT40'09"E 39.97 ~ A15 q L26 N13'i6' 2~W 23.17 r~ c' SURVEY. N4 STATEMENT IS MADE CONCERNING THE
L27 Np ' 'W 22.37 ~0 EXISTENCE pF UNDERGROUND OR OVERHEAD ~F
N f L28 N1 16'E ~ I CONTAINERS OR fACILITIES THAT MAY AFFECT THE USE OR ~ ~ DEVI.LOPMENT OF THIS TRACT.
I BREASTING DOLPHIN ~ • ~ E 20.~0 ~ ~ A16 12--'''"~ ~ ~ ~
L30 N78~0 1 19.64 n ~ N PRIOR TO ANY SITE EXCAVATIONS, CONTACT THE
L31 S83'26'40"E 45.70 0 ~ MATERIAL LAYDOWN/STORAGE YARO ~ ~32 N85'27'52"E ~ ~RO N 160157.6677 APPRORRIATE UTILITY COMPANY FOR LOCATION OF THEIR E 2317089,5680 LINES.
W • L33 N85'27'S2 EL 18.71
~ • ~ » 22.50 o r L34 N85 33 52 E
~ ~ L35 S86'23'23"E 34.96 G~ ~ _ f 1. ALl DISTANCES ARE HORtZONTAL GROUND IN U.S. SURVEY ^ FEET UNLESS OTHERWISE SHOWN.
~ ~ ~ ~ ~
Q ' ~ 2. BEARINGS BASED ON NC GRID (NAD83}.
~ r~ o BOUNDARY I BOUNDARY INFORMATON AND I~EAN HIGH 3. RffERENCES:
~ O ~o WAIER UNE WAIER UNE FROM DEED BOOK t560 PAGE 388 DATED JUNE 16, 1991 ' N 4. SURVEYOR HAS MADE NO INVESIIGATION OR INDEPENOENT
i , _ + ~ . 388 . . W~ 3,,.f a o~ va~.v~ + + , t _ , I t ` .+`~IEW Dbl~( LO~A ~ t t. ~ :r•':u''•F•;: ~ . SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES,
~ s' r p'~i ~Ty e' v. ~ .C.. ..r 'a ~ t + t ~ ;~`5~:~,: ~ ~ ; ' ~ ?EE ELBOW . . . . . ~ '~ti~ • ,5 , REDT ER 7{{ RESTRICTIVE COVENANTS, OYVNERSHIP TITLE EVIDENCE R WL REDUCE ~ ' , 0 ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE
~ 4 SEARCN MAY DISCLOSE. WV „
» I 6p ILi W ~ ~ ~ A LMIE
n 8' WATER LINE EL64W W PI A18 ~ ~ ER TAKEN FROGI o TEE n 5. UNDER6ROUND UTILITIES ARE SHONM ONLY WHERE ABOVE- pNE ~ GROUND SERVICES WERE VISIBLE.
1 ~ PIANS FURNiSHED UCER FLOW
W BY A a~~ 6' TO 4" ~ ~ 6. SUBSURFACE AND ENVIRONMENTAL CONDiTIONS WERE NOT EXAI~INED OR CONSIOERED AS A PART OF THIS SURVEY. NO
CONTRAND MARINE ACTORS, INC ~ w STATEMENT IS MADE CONCERNING THE EXISTANCE OF
J ~ ~ UNDERGROUND OR OVERHEAD CONTAINERS OR FACIIITIES 1 STORY THAT ~IAY AFFECCT THE U5E OR DEVELOPMENT OF THIS
~ MEtAL/ OCK TRACT.
BUI G ~ 7. THE EXISTANCE OR NON-EXISTANCE OF WETLANDS ON
A • SUBJECT PROPERTY HAS NOT BEEN DETER~ItNED BY THIS ~GE YARD ~ ~
A20 MATERIAL LAYDOWN/STORAGE YARD SURVEY. ~
~ 8. PORTION F S 0 THIS PROPERTY LIES IN ZONE A6 AREAS OF
21 ,j~_ c~ a' 100 YEAR FLOQD, BASE FLOOD ELEVATIONS AND FLOOD CONCRETE RAi~P ~ , rf! - ; ~ ,
A ,/,~f/'„/. f ~ $ HAZARD FACTORS DETERMINED 16.0 O1HER AREAS OF ~~s'j;y/,~/j/,,, ~ ~ , i%;~ ~ o THIS PROPERTY UE IN ZONE C AREAS OF MINIMUAL
~ GARAGE ENTRANCE j~;;~'%/,%!~; m fL00DING AS SCALED FR OM FIR~1 MAP ,r~,,f,,rr ) COMMUNITY PANEL
23 ~ ~ i NUMBER 370171 001 , ~ 0 B DATED APRIL 2, 1966.
0 ~ ~ ~ m '.s ..;r.yt. \ _>f. ;
J A +'h~: t
N ! ~ ~ ~ ~ ~ Z
. w 25 rNl. Y
A24 GAS =
~ ~ ~
~ ~ ~ ? <
STORAGE TANKS 1 STOR ~ 1
BLOCK m W 9LOCK BUIIDIN
A25 UILDING ~ r.: ~ ~J H
I 1~ i M1~
0 10' TRI~L~ OAK I ~ .
I !j i ~ METAL ~
wEn.~wo uNE
s ~ ' ~ .5' C 6
~ V FOR p UN VYSE t8.:
~o K ,
g M~r+c oo~rr~
A27 ,j,~~` :~f
A28 ASPHAL ~ ~F~;/i,, ORIVE '
A2 ~o RY B
TOP OF BANK ~o ' OF BANK A35 12" RCP 15
C~ A30 A32 gg7'45' ' ' OF SURVE~ ~ OF SURVE ~ ~ . ~ ~ ~
A31 L2 A34 ~ L5 ~ 4 AMI UNK . EB ZOOS
~ ~'F
~A~ A ~ ~~W . n m~ 0~ DENR WATE~t UUALITY
~n~ L~ rn~ rn ~ '+Y~TtANDS AND STOAMWATER BR4NCH
KQCH RffINING C0. 3334 KOCH REFlN~IC C0. 3334 D RIVER RQ. PIN N 159528.2571
IPF IRON PIPE FOUND RIVER RD. PIN ~ CAT WALK IRF IRON ROD FOUND R06400-001-003-001 0~ p m R06440-001-003-001 E 2317148.7511
IPS IRON PIPE SET ~1~Q~S ~ m EL 18.09
_ Ep EDGE OF PAVEI~ENT o CONCRETE MONUMENT
m TELEPHONE PEDESTAL i. BEARN~iS BASED ON NC GRID (NAD 83). TOPOGRAPHIC SURV Y PROJECT ~ _
~n, POWER POLE 2. ALL DISTANCES ARE HORIZONTAL GROUND IN US ~S'~~' r- GUY WIRE SURVEY FEET UNLESS OTHERWISE SHOWN. E . 03057 0 01 ,saooa # 0 ~ ,9~0°'16 PROJ. SVYR : DlJ JR.
~ MONITORING WELL 3. ELEVAlIONS BASED ON N6VD 29. 1. REVISED 10/07/04 TO SHOW ADDITIONAL TOPO AND LOCATION. / CA FOR , .w y~,,~Q~Y DRAWN BY .
~ INCASED VALVE u~Trrnie~ ~c ~ rnnT n nr~at~rn inc uu rn cunw wc~rr n?tn i nrennu ~ ~ . . ~.cJ~CC~L~~i1~ A Il1T A~ TTT /'`S T Tr TT1 T N riri n n~. M8H
v . ~ 4. GVNI WRIIYIGRYAL W I Ivv. L RCYIJGU VI/GU/V.o rv a,vn Q POSSIBLE UNDERGROUND TANK 5. B O U N D A RY NOT SURVEYEQ. lVi i1%iivi%? 1L?ril~l 1 lu lll V 11~ ritLu tsN. ; W824 Il
LIGHT PQLE rru~nnv ~vvnv.. ~ ~ COMP. FILE : VT101-030570001
C&G CURB ANO GUTTER 6. DITCH ON SOUTNERN BOUNDARY LINE NOT SURVEYED. .2oF2 243 NORTH FRONT STREET and SHEET # •
GHE OVERHEAD ELECTRIC UGE UNCIERGROUND ELECTRIC SCALE: 1"= 60' WIIWIINGTON, NORTH CAROLINA 28a MARINE INC
DI DROP INLET TELE: [phone] ~ ~ r
CPP CORREGAIED PLASTIC PIPE FAX: [phone] NOVEMBER 18, 2002 SCALE 1»=60'
*10.64 SPOT ELEVATION ON WATER IJNE 0 30 60 120 180 0 WILMQIGTON TOWNSHIP-NEX HANOVER COUNTY-NORTH C DAlE: AR4UNA DWG. # : Sol

CONCRETE DOME
F.F. = 14.0)~ PETROLEUM FUEL TERMINAL C0. f
SEE 2.C04 FOR ENLARGEMENT I,, ~ ZONING: HM ~ 3314 RIVER RD. 24' M1N OF PROP. LINE PROPOSED BIKE BULBS ,.>u - ~f
r : GPIN R06400-001-005-000 ~ ~ ~ ; ~ (TYP OF 2)
- ~ ~ x ~ - _ - ~ ~ ~ ' ~ L _ ` NIN HM SE ETR LEUM TERMINAL) ~ 4_ _ - . ~ ~ ~ ,4~-~..~c..-....~c.F- x -',~q=~ -Y~'_3*-~-Y . ~
; , . , . ~ _ , ~ . ~ ~ , ~ . \ , . JD ` ; ; f~`°„, ~ , _ _ , ~ ~ , ~ , _ - , ~ . ~ ; - . , ~ ; _~_..r -25-~-'"J .
- _ _ . ~ _ ~ ~ . _._..,ry. _ ~ , , _ ; , , , , ~ ~T i~~c w : . . ( S ~ ,12" 0 ,
- , - . , , ~ _ , ; ~ ~ , , + ~ ~ I - _ ~ I ~ ~ v ' _~v S , _ b , F • , . . ' ~K r ~ _ - -
~~;s ~ _ _ < < . w- ~ ~ , ~ ~ ~ f a, ~ ~ / i
j ; ~ _...u, iG ~ ti~~,r~ ~ - ~ ~ _ . _ ~ , ; / ~ ~ . f` , ( - - ~ ' ~ ~
i~ i ~ ~5 ' ~ .....r ?r f ~ ~ ' - ,t1 i ~ x^~. 1 1 iA` . . ~ . /l i' ~ E : ~ ~ ~ ' tii ~ h - _ - .~AJfrl ~ ~ i i ~ , - . ~ry~' _ ~ ~ .7 „ k
~ ~ ~.i.i• ~i~i..~i r~ 1 ~.~,'t ~ 1 ~ ~„L~1, ^'7 _ t _ ~ I t ~1 ` .._iV i ' ~ . _~t .i~. ~~~i ~ i . . } i , ~ , . _ ~ REM EXISTING DRIVEWAY ~l - l
I ` - 4. ~ ' ~ . . ~ b: ~ ~ , .~~.r~. i.rir ~ ~ ~~1 i~i';
I 1 /i ~ i 'i \ 2 l~ , _ ~ ' i / i i ~V ~ ~ 2`J ~ ~ ,
j ; ~ ' ~ ~ ~ ~ ! ~ ! ~ 1 ____,_"'~._..r -,.;z.._ x / .
I: 1 , 0 1 i ` n.w { ~ . ~r I LE -•tTAK _ " ;
~ ' f , ~ I '4`J 3 i '1~, ~ ' , ~ ~~4 _ J j~ 2~---~- ~ i ~ ~ ~
~ t ~ ~ ~ f `~t ~ ~ i ; ~ ; 7~y, pd i i ~E~ ~ ~ ; - _ - '~1-~ - - ~ ' ; /
~ "--0.~ \ I ; L ~ i , t~ ~ . , _ ~ (
F;r~~= f _ -f~- . _ C~ ~ _ -E~_ , I ' ~ l , f F
~ ~ s';4 ~ r? '^4., I J i ~ ~ ~ ~ % _ ; ~ 1 / I~ ~ I J ~
; ~ - ~ ~r'
i ~ i _ ~ ` \ ~ 1 , _ . !h' i r:' ~ ~ ! ~'`K 1 ~
~ \ - ~ ~ i` l t ~`t~
i j ~ ~ ~ , , ( ~ E--.~ ~ ; < < ` ~ / 1 % ~ ; 7 + ~
i + + ~""I ? i \ i ~ , I ' ~ - / i ' ~ ~i V ~ ~ f ~ i ~ f
, "'1£, ~ ~ ~ ~ ~
j~ j ' ~^""I 1 f , % / J ! 1 / i
~ . - - ti / ~ ' ~ ( f~ f I i j t ,lt/
~^~i ~ i ~ ~ ~ ~ ~ f . 1 i ~ r f j f Q~ ~ f~ ~ ~ / t' ,D~'
~li ~ ~ , 1 ~7~ ? t i ~ * pql~ ! c0 ,'4 ~ ! r ~ 1 O i
~ ~ ~~~i i ~ - - ~ r~ ~ ~ ~ $ + f ; ~ ry ~ ?
~1 l'~~` ( 1 S,rft 4 = ~ ;i~ i ~ 1 ~ 1 ~
~ ~ V ~;~i ~ ~ ~ . 247:~. ~ ~ "
lil ~F~~ MINO S PAVEMENT , „ BITU U !'.1`, jti.~ _ p ~ i~1 „ 2 AI~ t i ~
' 1 ~ ~ ~""'I ~ ' . i r 50 SE7BACK ~ `
N . ~ ~j ~ S ° , ~ ,0 \ ' ~l
y ~ . ~ _ _ i. i ` ! ~ i f 1~
~ ~ / i ' ~ \ 4;; _ _ 1 ~r ~ / 7~ '
y i ~ % ,~}2`" / , ,;.i % ; ~ 1 ~ fr' ` ~ ~ ~ j ;
;;s; - ih`; 1 N 160157.6677 ~~r ( ~ ~ ; ,
115.0 ~ ' j_p~,i - \ \ > > > ~ ; ~ E 2317089.5680
: !ji` ~ ; • ' ' ! ~ ` ~ L 18.71 ~ a E ~
j i;i i ~ , N , , i!~ / _ _ ~ ~ ; i ~ ~ ~ ; ; ; ~ PROJECT CONTRO POINT
i f~„~ , - ~ r N , ~3 . ; ! , ,
~ , ~ ~ ~ . ; ~ r~ i~ ; , ; ~ ; ~ ~,,_.._..__._v. . / i ~ ~ > ~ ~
. , ~ _ V1 ~ ~ ~ ~ ''t~.. ~ ~ 1 ~ . ; i ~ ~ ;
~ ; i ~ ~ W ! : EXISIING BIKE PATH , ~ 1
+ ~i ~ ; a l~ i li ~ ~ ' , i , ~ , ; LEGEND ? ; , ! WITHIN PAVE~IENT LIMIT
~ o ~N ~ ~o < ~ J ; I ~ -
I ~ , 1 r ; , i . ~ - ~0 r ~ f ; ~ ( ~ r EXISTING CONTOUR - - - 5- - - ~ 1 ~ ;
. , . ~ ` ~ A , `i ~ ~:,5~ ~ ~ ~ - ~ 2 i ~
~ , i ` W ANT 5 ~ .4: 1' t i `4 : -5} ~ ~ ~..b y ~..s.: ax..: . a: R H , • f ; ~ , . ~ : E E ; . ~ rf PROPOSED CONTOUR 5 ` i ~ ) ! r
r S~ ~ _ - , , ~ s..- - i ;Y -~C ~ \ OVE f. i ~ I
~ _ \ .r ~ OVE EE SILT FENGE r / ~
I; r ~ _ ~ Y _ > ti INLET PRQTEC110N ~ i~W ~ ~ J ;
~~r'" o ~ ~ , I O (a ~ ~ _ - 1 1 % • t?~ ~ f
i` ? 6 , ~ u~in o~ co~siRUCno~ ~,oc--~ r a
~ r"< r~"c? i ~ r ~ ~ , - , 10 ' L 0'00 00 E )E , ; 1
\ ~ , „ ; ~ ~ D ~ ~ hr ,i'~ ~ SILT fENCE A ~ ~ ~ i~
'I; ( ~ 1 ~ , ~
~ GRAVEL DRIVE , , STORM DRAIN ; ~
O ~ ' SWALE I
i • , i f
1 ~ ~ r'` ~ , % ~ ~ ~ i j~~ ' CHECK A ~ r 0 i~ ~
~ M ~ i ` i ,
+ ' ~ i i ~ ~ ~ i , % i ~ Z0.0 ~ + SPOT VA , ELE TION
! r I - % ~ ~ j
~ ; ; ~ 'ti ~ ' i ~ i ~ 1 i ~ TEEI~IIPORARY SEDI~IENT ~
~ ~ ~ i ~ ~ l~ ~ ; ! TRAP/ROCK CHECK DAt~
i ~ ' ~ / ~ % 1 ~ r ; I I i i,
a I ; ! , I J h i ~ \ 1 ~
, / / ~ ~ Y ~ y Q ; _ f ~
~ ~ , ' ( / ~ f5 t ' ~ / ;;;q{: , \ i' , , ' ;;;~i: ~ . ~ ~
1~j " ! ~ / fi ~ ~ ~
li'~ j ~1 ~ ~ ~ j i ~ i / 4 i
li~t ~ f ~ ~ ~ / ,r t~~~ ~ i i ~
r t.i~ ~ ! ~ ~ t~ d1 + s
ti£ I ~ f I "M _ ~ 1 ! '1~~~. ~ i ~
i 1~ ' ~ ~ 't~. ` + ~ ~ ~ , ~
i ! , ij r' ~ ~ ` I.~~ ' 1 i tn!x J'. - Z6 QAK ~
~ , ~ ~ ~,1 , ~ ~r , ~
a~ ~ ~ _~x ~ ~ `
i`'. ~ ~
, ~a ~ ,4 ~ ` 'i 'y.,, ~ ~ ~ \ D
1 ~ 1 , ; ~ 10" iRl^ OAK ~ ~
~ ` i 30 CAMA SETBACK UNE ~ ~ ~ ~ i ~ ~ FEB ~ g ; ~005
V ~ I ;~'f 1 '.,l .q ; ,~a.~
; r'~ ~ ~ ~ , ~ _ ~ ~ ` i NORTH ~ENR - WATER QUALIT?~ ' WETIANDS aNp ST6RMWkTER BRANCF
75 CAMA SETBACK LINE ~ ; ~ 1 ~ , ; 1 ~ Q~
1 ~ ~ , '7~ ~ ~ ' ; \ ~ ~ ~ , ~1 ' I ,i
~ ~ ~I 1 ! ( 7 ; i ~ ~
t~ ~ t ~ ; ~ i
/ ~ ~ AN HIGH WATER IINE ME i ~ ~ ~ 1 ~
, ; EL. = 3.0 ) `,l - ~ ~ ..-t' 1 ~ ~ ~ ~ ~~.t
, ~ , , ~C ~ ' ~ ~ ~ ! ; . ~ ~ A , ~
~ ' + ~ \ ~ ~ ~ ; ~o Q Q - - , _ ~
~ ~ ~ . ' _ ~ _ , ~ r„J. _ _ _ _ - - - 15 1~ 6iRC}~~ ~W
; _ ~ 1 SECTION 404 WETLANDS ~ ~ : ~ - . _ . . . . . _ ~ ' ~ ~ ~ .~r. . . / ~ . , . . , ~ , , . . ~ _ _ ~ ~ . ~ ~ ~ ;
~ (DEUNEATED DEC 04) ! - ~ ~a s.` _ :r~- • • ~ --1'1~--`.... ZO ' ~ ~-.e~.X. --'1~~ ~ ~ „ ~ X i ~ A~~ ~Ir~ i
~ KOCH REFINiNG C0. i
a ZONING: HM 3334 RIVER RD. , N 159528.2571
R GPIN R06400-001-003-001 E 2317148.7511 pROJECT CONTROL P 50' 0 50' 10 ' OINT 0
~ M USE OIL REFINING - L SITE LAYOUT m ZONING H VERAL ~o ~ ~ ~ ~ EL 18.09
SCALE: 1"=50' (Horiz.)
m ,•=50'-0~ T
~
~ 9 ~ $EAI. ~ ~ ~ DATE: 10 NOV 2004 ~ FlLE NIAABER
~ - . aro ina arine erm~na SCALE
° _ _v_ 1 d'~'T/t1 ~ n . ~"1T1T7'~?'1 /1 _ 1:. ~ _ 1:._ _ A _ T~ : ~ / Wilminn~nn AlnrFh (`nrnlinn MCE PROJ. # 03057-0001 -
arolina • n~~~ v~~~ v ~ v u ~ v i ~ i ~ ~ DRAWN CJ8 hUKiLUNTAL owwnas r~~ ermina x ansion DESIGNED ~B/~ 1 "=50'
N 448 Viking Drive, Suite 100 . CHECKED yyJE VERTICAL:
. Vrgirna Beach, Vrginia 23452 ~ iijO ~ver oa PROJ. MGR. KAS NA
757 431-1002, Fax: [phone] ~ 02/15/05 Phone: .m,
~ c ~c~uraRr ~cr ~~ru ~ oU26/05 ~ f • ~ O 8 REMIIATORY AMICY SUBMIITAL AA0002667 E80006691 i ~n oI I US: .
11/10/04 ~ A 1RC SUBMIITAI ' Prelimina D ' ry es~gn g
- oArE . m rcNO. o~ano?~ ~ www.mckimcreed co S Not For Co r nstruction
REMSIONS ~
~ ~
~

.
PERMANENT SEEDING TEMP ORARY SEEDING
CONCRETE D4~IE ; D4~IE
GRASS TYPE AM6UNT/ TIME OF AMOI~IT/ nuE o~ (F.F. _'I4.O ~ 1000 SF. SE~NG MI11AL 1000 SE SEEDING Mq11Al I ~ ! 1 j~,1 24' MIN OF PROP. LINf ~.0)' PETROLEUM FUEL TERMINAL C0.
B E R M U D A, C O I I M O N 1- 2 1 8 S, A P R I L 7 H R U J U N E 2 5 L B S 1 0- 1 0- 1 0 R Y E t ~ Y t A M I 1- 2 L B S. N O V. 1 H R U J A N. 2 5 L B S. 1 0- 1 0- 1 6 ;'!n",~`~ iF PROP. LINE 33i4 RIVER RD. ~ GPIN R06400-001-005-C00
fESWE iALI _ i~/ t,\, ~ 2~ ' 5-7 LBS. JUNE 1HRU AUG. - ; j , . ~ _ M1 ~ I' _ NIN HM SE ( ETR LEUM TERMINAL) 2~
KENNp(Y 31 ~g. TM~ ~T ~~~a~a~o BROWNTOP Ml1ET i-2 LBS. ~ 1HRU AUG. 25 LBS 10-10-10 _ ' . ' - - , ~ x , , x . _ . ~ ! _ _ _
i-2 IBS. I/ARCN 1HRU APRIL 25 LBS. 10-10-10 LEWEOEZA SL~ES ~ ~ - - - ~ - 11 _ _ . , ~ . ~ . , _ . - , , ~ 17 - , , _ . . , , , _ - ~ _ ~ ~ _ ~ - ~ . --2~--__._
__.~_._....v__-___..._ r ~ R~t I~IING W L - , I~I~I W -~`t ~ ~ ~ _ . _ _ _ - , , ; , , ~ , G L , - 5 - ' ~ , , , 8" DIP~.~5.37' - , ~ ~ , , . . ~ ~1 ~ ~ , ~.a
_ _ - - ~ ; ~;,s1'; , - ~ ~ ~ ' ~ : , ~ ~ CAPPED ~ , , , , ~ 0~ ; 1 . . ,v! _ _ , ` '12 K` \ i ~ ~ 1 l ~ If~<- - ~ - . , ~,.a-----~ 40".,OJ~K~ , ~
~ . , (i~ ,'i1 ~ R ~ , ~ ( ' ; ~ ~ ~ DIPT/12" METAL " ~ ,~y , _ ~ -rr:~ .4 y : ~ ~ ! ~ ~ ~ _ _ _ ~ f ~ ' ,,Y,y ~ ~ ~ ` N~1f~ I+~r' fY , l,' , ~ ' ` „ F f i ~ , , : . L ~ ; ~ " ..~~~~~I ~ ~ _ ~ r ~ ~ , , ~ ~ -~y~;~'7~ f~l' ; r s
,.1 ~~1,~ } ~ , :j'^-......_.__,.._,..,,. VALVE ASSEMBLEY ',I(+ r ~ f .ti ~ ~ ~ s~_a 't ti ` ~It. ~!/1 ~-r._,..,_...._- - ...P^"" ~ J 1 ~ ~ i~ ~ t- "''~a~ .,.,.-~../~3 ~ irl 4 ~ . . , . . ~ ' ~ ~ f ~'V ~~!~l~ _...~.,,.c~,.~;~W.:.,i~j~;~,'~ I ~ } ` i
i ~ ';t'!; ; r 9 ~ TOP 5.40' ,~~r, l~i~~i; l TOP 5.31' `i i ~il} , ~ ~ ~ - - , , i REMOVE TREE ti. , 14/ !;i'~:- ~_c,"'"~:y.~'=`~~'`~~j` ~ - " 1 ~ ''3 ~~t` - . _ ~ f ~ , )
J~,,, } IN ET PROTECTION TYP) SEEDBED PREPARATI N , - 0 , ; ,~,r~ ~ ~ ~ , \ , . „ ~ , , ~ . , , ~ , ~ ; ~ ~ ~ i~ ,
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 N ! ~ ` I CHES DEEP OVER ; a ~...w , _ _ . ~
' ' , ADVERSE SOIL. CONDITIONS, IF AVAILABLE. s~: G ti~ : i ~ ,~`~`"2a ~ ~ ~ - _ _ . ~ , , ~ ~ ~
,4,; ° , ~ a i' , - 2. RIP THE ENTRANCE AREA TO 6 INCHES DEPTH. ;~r - / ~ i l \ ~ -W;c.._ ~ 16 x_?-~. ~F~,
f~ ~~1 % i , ; , ;7,r ~ INLET PRO CTt~ON ( J V+' J / - _ LE/CIaK`~ ~
3. REMOVE ALL LOOSE ROCK, R04TS, ANO OTHER 4BSIRUCTIONS LEAVING ~ ' ~ ~ ; ` t SURfACE REASONABLY SMOOTH AND UNIFORIuI. ;,~ry,,i , - 'r i W~ ~ ~~_w; ; , . ` ~ _ ~ l
j'';~i; 1" ''t ~ ~ :1^ . i ! . 15 ~~ti - - ~ ~ ~ i < <
~ `i~{ ~ 4, APPLY AGRICULTURAL LIME, FERTIUZER, AND SUPER PHOSPHATE ; - v 1 1 , ~ j ~ ~ 'u ~ ~ _ ; , ~
i~! ' UNIfORMLY AND ~IIX WITH SOIL (SEE BEL01N'~). ,~,;E, ' 3 ~ 1 g , f; , ~ `~'••v ~ ~ - [ j ~ + ``;,z 14 f % ~
4 5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRi~, REASONABLY , (l ~ ; f , _ r ! ~ ~ _ r.
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. j s~` _ i , ~ ~ p' j' / ~ ~ n~. ~ `J^' A-,, r ~ w 1 ~v' ~
6• SEED ON A FRESHIY PREPARED SEEDBED AND COVER SEED LIGHTLY ' i ~ yt • ~ 42 AR~ W ~ / • • • i ~ ;
WITH SEEDING EQUIPMENT OR CULIIPACK AFTER SEEDING. f--I ' ~ f w i ~ ' ~ = i a r , _ ; - ` ~ ) ~ ' / A if 1 ~ / Rt
~ ` i r 1 i~ ~ r \ ' ~ - 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR ~IULCH. ; ~ _ ~ ~ ~ f / !f l 1 ~ ~ ~ l / r
~4. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR ~'~I , , Ji fI ! ~ ~ i'
~ ; R E S E E ~ I N G S W I T H I N T H E P L A N T I N 6 S E A S O N, I F P O S S I B L E. I F S T A N D ` 9 r ~ ~ t ~ ~ ~ •.y/~ "`t ~ % % I f' , ,
S H O U L D B E O V E R 6 0% D A MA G E D, RE ESTABLISH FOLLOWING ORIGENAL 'i' ~ ~r H ~ i , , ~ ; / r _ , ° , r ~ ~ , < i - i ~ ~
UME, FERTILIZER AND SEEDING RATES. , ; z l ~ ` ~ ~Q~ ~ ~ f ~1~ ~ i' ~ 1 i
9. CONS T ~l 'i / ` UL CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND ~'--I ' ` ' ~ ~ ~ ~ ~ ~ ~ SEPTIC ]'ANK I , r
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. ; - i, ~ ~:J ~ - 34" ' ~ ( 1 .r fi Z (APPROX. /PER OWN~R) aA~ . ~ r
* APPLY: AGRICULTURAL UMESTONE - 2 TONS/ACRE , ~ , ~ sn~; i
FERTILIZER - 1000 LBS/ACRE (10-10-1 ~ ' ' , ~ , ~ ~ ~ t_ ~ ~ ~ , ,f, REktpVE BUILDIN NTI f~ ' ~ G E I~E`k~Y ~ + , • ~4f--- • ~ ~ f--~ ~ ~ ~ f-- ~ ' ~ ~ ~
SUPER PHOSPHATE - 500 LBS/ACRE (209b) ,!~11 ~ • ~ ~ MULCH - 2 TONS ACRE SMALL GRAIN STRAW ' i'•, • ` ~ : f ; i;~
~ t ) , . , } ' 1 . ANCHOR - ASPHALT Et~ULSION AT 450 GAL ~ . ~ ~ t r ~ ~ • i A 1 ! ? / 2 AI~ 1 ~
~I ; 1= ~ , i~~ ~ BITUI f i ' r 1 ~ i1
EROSION CONTROL N4TES ~'~~~~E~~~~ , ~ ~ ~ , . i BITUMINOI~~PAVEMENT A ! a ~ ~ , 4 1 ~ 1 ~ 1 ~ ~ I~ ~
~ ~ _ ~ ~ ~ ~ ( \ j ~ ! 1 J ~ ~ + 1 ~ r,
1. ANY GRADING BEYOND THE DENUDED UI~ITS SHOWN ON THE PI.AN IS A % • ~ VIOLAII N ' 0 Of THE COUNTY EROSION CONTROL ORDINANCE AND IS 1 ~ l.,-.,^„ i ~ r~ ~ ~ ~ jf , n,.,.. 'Y. _ ! Q; F f t
SUBJECT TO A FINE. LIMITS OF CONSTRUC110N - 12A ACRES. ~`j.~ 1 . i, . r , ' i f , \ ~ ~ f, ~
I , ~ ~ ;h'y ~ ~ ' ~ 2 GRADING MORE THAN ONE ACRE WITHOUT AN APPROWED EROSION '''''v'" ` ' \ , i' i ; I
CONTROL PLAN IS A VIOLAltON OF THE COUNTY EROSION CONIROL ;~;I,% i ! { ~ ~ ~ ~ ~`'4 { ! .
ORDINANCE ANO IS SUBJECT TO A FINE. !l;~, : , 1,~; ~I i;; / -_-___.w.____.._~.. 1 j 's I ; i
t ~ ; v _ _ . ~ 3. STABIUZATION iS THE BEST F~RM OF EROSION CONTROL. TEMPORARY , _Z~.~~ t t ~ # ! " , ~ jf:~ ~ , , ; ~ ; ; ~ ~ i
SEEDING IS NECESSARY TO ACHIEVE EROSION CONIROL ON LAR('E I;- t- - _ i ~ 1 ; + ~ _ ~ ~ 1 , , v
OENUOED AREAS AND ESPECIALLY VNiEN SPECIFlCALLY REQUIRED AS 'i' i ~ f ~ PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL l 1 , . / 1 { ~ ! ~ - ~ ~ ;
GRADED SLOPES ~IUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF i`~ • ~ \ ~ , j ` ~f \ ~ f 7 ~ ~ l ~
COMPLET101d OF GRADING. STABIUZE AREAS OTHER THAN S WITHIN <<; i. ~ LOPES ~ ~ , 30 WORKING DAYS OR ?20 CALENDAR DAYS, WHICHEVER IS SHORTER. i~; '',r ~ ~ ~ ~ t ~ ; i j
~ 1 ~ i ! I' N." t, ~~'1 • JI t ~ ~ i ~ ,
4• ADDITIONAL MEASURES TO CONIROL EROSION AND SEDI~IENT MAY BE 4 0 OF V LVE ' REMpVE T ` ~ ~ S ORM PIPES ANR STRUCTURES 1' . . ~ 4 . ' f71 REQUIRED BY A REPRESENTAl1VE OF THE COUNTY ENGINEERING ~ F: ; , , _ , ; ` ~ ' ' f ;ES , ' r i ;
, s .:i . ' ~4 t r ~ = ~ 3 DEPARTMENT. , b ~ _ • rv ~i { ~
~ f, `4 x t J'. ~ ~ Y . 5 r i,, i g~., ~ E L B O W s. - ~ i ~ t i k ~ N E W I S L O P E S S H A L L B E G R A D E D N O S T E E P E R T H A N 3: L ~ ~ s; ~ • - ~ ' ~ ~ NEW FIRE HYDRANT~~'' ~ ~ 1 ~ t`
i - ~ ~ ~ , > _ ~ ` ' WL REDUCE j ! , ' ~ FROM 4" ~ 1 , ~ ,1 ~
{ ~ , , TEE 6. A D D I T I O N A L D E V I C E S M A Y B E R E Q U I R E D A S A G R E E D U P O N F I E L D ~ t~ TEE - WV „ ~ / . W A E~ I O V~` EE ' ~ t TEE ~R_LINE / r` i a
INSPECTOR, ENGINEER, AND OWNER. i; ~ 1 ~N1~~,;;,, ~ _ ~ ~ = ~~eow ~ V ^~"ff' ~ + + ~ f ~ ` N I
i~~;~ . ' - _ • ~ r~~ ~t~' / 7. IF ACTiVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30 ~ , I,EGEND ~ a~ / ~ ~ ~ ~ , ~ ~ r/
DAYS ALL DISTURBED AREAS M T M LCHE KED C ? ~s`:5~'`'~ P= ~ / , U S B E S E E D E D, U D, A N D T A C _ - ~ 0 4 T~::,~µ.. -r~ UNLESS WRITTEN APPROVAL IS GRAN7ED BY THE EROSION CONTROL , ; } .w-~, ` ~ ~ ~ ~ ~ ! , C-~ FLOW - ,,G--~ !
OFFlCER. EXISIING CONTOUR - 5 _ f t _.-t__;_ . ` ~ ~ REVENTER ! CONS UC110N ENTRANCE . - ~ --z . . ~ Z :
I I~ ; ~ . . , . . . . . ::3; 8. FOLLOWIN6 EVERY RAINFALL EVENT, CONIRACTOR SHALL INSPECT AND , i~ • ` %`~L--- 3~ ! . ~ q ~ w
~ 1 I / ~ REPAIR, AS NECESSARY, ALL D/WAGED EROSION WNIROL MEASURES. 5 ~~a~ I I ' PROPOS~D CONTOUR , ~ i Q t ~ z . ~",T. i
_.g_ .~o ~ GRAVEL DRIVE ~4 L DRIVE
` . ;
SLT FENCE MET PROTEC110N ~
~ EROSION CONTROL MAINTENANCE PLAN ~ : ~ • \ ~ REMOVE SfPTIC TANK ~
• ~ ` ~ r (APPROX./PER OWNER) +v ,
1. ALL EROSION AND SEDIMENT CQNTROL PRACTICES WILL BE CHECKED FOR W1~ ~ CONSTRUC110N lAC ~ ' , \ STABILITY AND OPERA110N FOLLOWING EVERY RUNOFF - PRODUqNG ; ; ~ ~ 1 1
RAINFALL BUT IN CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED . NO SxT FENCE ' ~ } i 1 , ~
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS f--i--~t-~ ' ' ~ i 1 ; DESIGNED. f % I / / i
~ ~ r ~ ~ ~ ; I 1 ;
/ I 2. THE SEDIMENT TRAPS SHALL BE CLEANED WT WHEN 1/2 fULL. GRA4EL ~~A~~ • i uMITS OF DISNF ~S OF DISTURBANCE ~ m r ~
WILL BE CLEANED OR REPLACED WHEN THE SEDI~tENT POOL NO LONGER • I , DRAINS PROPERLY. I i f i I ; ~ C , f f ~
S~MALE -.r • • ~ ' 4V~ t ~ ' ' i ~ i ~ ~
s\ ~ 3• SEDIMENT WILL BE REMOVED FROM BEHINO THE SEDIA~ENT FENCE WHEN ; IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT q~p( p~ ~ ~ ~ ' / I j -x•~,•...;a: . .a , ~ • " ti: ~1 ` / ~ ' ~ ~ ~ ` t °
FENCE I~LL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A • ' , f / ~r. ~z~. ~ \ ~ t ;.r~:~, :q;, ~l A~ ~ / 1, : , ~ \
BARRIER. +.a~: ~ r ~ ZQO ~,t i SPOT FLEVATIQN ,,J / ~ , \ ; ~ ~
i ,,,s: ~ ? ! 4, ALL AREAS WILL BE FERTIUZED, RESEEDED AS NECESSARY, ANp i ~ ~ ~ _i ~ ~ ~i
MULCHED ACCORD1NG TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO ~~Y SEDIMENT ; ~ 1~ i ~ ~ ~ ;.s~ ` ' i j '1 p, ~ ,
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 1RAP/ROCI( CHECK DAA1 ~ ~ ~ ' i;~; ± ( ~ ~ 1 v~ ~ i
5. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIhiENT ~,<< • ~ \ ~ ~ '~c ~ ;
ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ~ ! ASPHALT AND STONE WILL BE PERIOOICALLY TOP DRESSED VNTH 2 ~i.'~. ~ ~ \ ~ j i ~ ;`x i
INCHES OF #4 STONE TO ~AAINTAIN 6 INCH DEPTH. ' t~ ` ~ ~ f ~ ~8' OAK ~
i 1,,....~ t ~ ~ ~ rt `t` \ r i x ~
t 3 ` , ~ ~ j J j ~ i: % ~ i
I TE ` GRAD NG NO S • ~ , ~ ~ 1 ~ ~ 1a ~ ~ ~
30' CAMA SETBACK LINE f ~ ~ ti ~ i ~ '3~ ~ ` 1 j 10' 1RIP OAK `
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BECINNING o CLEARING AND GRADiNG OPERATIONS. \ ~ ~ r~i ~ ; ( ~ ~ ~ ~ ~
` f 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT ~ ~ , ~ ~
VEGETATION BEYOND GRADING UMITS. , i' ` ~ ~t i.~ \ ~
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND 7a CAMA SETBACK L1NE i STOCKPILE. t ! `~i ; , ~ ~ .~"...,,---_J, i t~
, jl ~ `i 4. COMPACT ALL FILL AREAS TO 95~ OF i~AXIMUI~ DENSITY. f'~ o ar ~ ~ 'ti; 4~.,.._,~.-~ ~ i
~ , 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED i ; ~ ~ \ ~ \ ` ~ ~ i ,
WITH NO GREATER THAN 3:1 SLOPES. ~ SILT FENCE (TYP) ~ ~ ~ ~ ~
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF MEAN HIGH WATER UNE j STANDING WATER OCCUR. } ~ , , D ~ ~ 1 t i,,
(€L. = 3.0') • ; ARE HOYYN AT FINiSHED • ~ ~ 7. PROPOSED SPOT ELEVA~IONS S ~ \ r,~ ? ~ , f
m GRADE. ~ ~ ,1 ~E~ , ;l ~ 005
~ ~ ;'`I 8. OPERATOR SHALL FIELD VERIfY EXISTING TOPOGRAPHY IN ~ s ` J 1 ; ~ ~ DEN
a RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE ~~1 - SECTION 404 WETLANDS ' ~ IN THE DIRECTIONS INDICATED ON THE PLAN. ~ ~ • • • • • .~`v~ 4--- ~ • • ' ~ ~ • K - - \ WETtANOSR WATk~ (~UAL ~ • 4- ~ ~ • f--- • • • • • ~ f--- • ~ • ~ • 12 ANAS1(3RMWAiE
~ {DELINEATED DEC 04) ~ . - ~ `""EIREFi R B ~ar~cN ~ . . . . - • . . GW i
m - ~ • a ~ . _ _ ~ j _
g N 50~ 0 50' 100' KOCH REI -Xy-~E-~'`Yr~•_ Nr-,~=.__, _ KOCH REFINING C0. " --~'*~'-~x
~ a 3334 R 3334 RIVER RD. -4 °
GPIN R06400- ~ SCALE: 1"=50' (Horiz.) GPIN R06400-001-003-001
~ ZONIN6 HM / U' z JIN6 HM / USE (OIL REFINING)
g a
0 ~ ~ ~ ~
O ~t . • • .
~ ~ ~ ~ l~ a ro ~ n a Q r~ DATE: 10 NOV 2004 ~~~?~e~ ne erm~na l, , , . ~ ~ SCALE
~ ~~,~A ~ ~r^l~n~ ~l/1'1A ~~/1M1M/1 T/1/~I~N/M/~/ Wilminn~nn ~A1~'~~1 ~nrn~.r,.~ MCE_PROJ. ~ 03057-ODC1t
~1V1 JLNA.L.JLv filllCl IV/G71llIC /Clll/l/ldl I Mvl LII VNtVIIIIU DRAWN CJB HORIZONTAL:
erm ina x ans~~on DESIGNED C,e ~ 1°=50'
448 Viking Drive° Suite 100 ~ • 03 41 *1
Vr9inia Beach, Vir9inia 23452 ~ cREcuurarr AGENcr PISUBMmK oV15/05 Phone: [phone], Fax: [phone] River a CHECKED WJE ~~CAL: C03
o1is/o5 ~ ~ e r~cuuTOAr ~w sue?artu / ~ . . ~ R ~ ~ PROJ. MGR. I(A$ NA
A ~ y~~, n/~o/a M0002667 E80006691 ~ sv +tj r m1r ~ m1n on i s~Atus:
REv.Na oESCRFnoHS a?h J- SIONS ~+NSn ~ www.mckimcreed.com Preliminary
~ ~ Desi9n Not Fo B
~ ~ r Constr uction

CONCRETE DOME ( SEE 2.C04 FOR ENLARGEMENT I DI# A1 ~
_ _ _ _ _ _ _ _ _ _ _ _ , , , _ (F.F. = 14.0) PETROLEUM FUEL TERMINAL C0. _ ~ RIM - 9.50 ~ 3314 RIVE
INV T= 7 24 MIN OF PROP. LINE R RD. ti ~ F ! ' ' OU .50 GPIN R06400-QOt-005-000 ,-'R. '
( 0 2) ~ ~ : ; ~`1'"~~~ NIN HM SE ETR EUM TERMINAL _ -r.~..~ . -L~_._._ ) /
- _ ' L~ ` . X t 21 _ _ _ ~ - - _ ~ x~x: ~ . . , ~ --~-Y,, _X-,+~...~X
f.~-.. _ / _ - _ ~ , .y. ~ , , * -w. . . ~ ~ ~ ~ - - _ ~ ~ 17 ` ~ - ~ w._ ~ _ . ' - - - 2 ~ ~ ~ ~ ~ f f t'~ ~4.,... ~ _ . , t t.. . i _ . ~ 25--`'""____~__"„_ _,~...w.._-_ - , ` ~ , ~ ;
. - ,1 ~ . ~ ~ _.._-;w-, T IN1N ~ , L , , - - _ ~ I GW ` ~ ~ , , ; ~ ~ " , ~ ~ ~ ~ ' ~ 14 0 'i r , „ ; 1 , , . . , - , ~ f~__ _ ,
I _ . • , _ _ - ~ I ( 'i "',.1 ! - - ~ ~ i~ sCi ~ I ~ - " . - - ~ \ .,J.__. M~ f'"~ ,~i2" 0 . _.__._.---__._r.. - i t
I , , ~ - -rt_~ , 4 - . . , ~ li Jr~ i i+ f i~ ;--_L+c. .i'' ' ~7~. . i~ ~ . , l; r' ~ r , .M - - r ~ , ~
~ ~ ~ , D SEE - ; - I - i< < y 1 ~1 15 "11~ ~~'1'!ti' ~--ri r ~ ~t. ~ ~ ' 'TT - -~7.5 - , <<~~ ~ ii ~ ...1l1., - ; f1 , ~ 2 ~a ~ - - i~ 1 r ' ~ , f ~ , 1; ,
' A AREA 9 , ~ ! ; , _ , , ~ . . ~ E ; ~ i ~ + ` ` ( ) ~5 , 3 ~ s uc ~ R , ~ „ , , E ~ ; ' ; f SHEET PILE WEIR W/ CQN RE C ~ ; REMOVE ~R~" i ~ I;
~ ( ~ t ~ , ~ , ,s, , , < . . ` . , , i ~ ~ _ , ; , , s, - I; i ~ i`
~ ; , i ; t _ , i 1~ i ~ ~ 1 I~~ c^:,~ I
~ j ; ~ ~ 20 r ~Zl.~ ~ ~ -`Z~ ~ _ _ I . .,.v.,.__ ~ \ X-
~ 's. ~ '~--1_~ ~ i ~ ~ ; ; I i ~ ( r ~ s' ~ , I X . ( ~
t ~ ~ / 16 ~ ~ , MH# A2 ~ti ~ i ; 'i1 ~ , ' \ '1..--.-g , , f•-- ( : I
^ ~ ' ~ ; RIM=12.00f 3~4.,LF SWAIE ~,.0.50~~ " _ ~ . r' ; i 2~ ~ __~.J~ / j ~ ,
~ - _ ' INV IN Aa' 6.~ t ~s INV =~1 .00 UPSTKEI#M i,; ; =~t:, ~ - 1 .C ~ ~ ~ j ~ ~ ~ l ,
: i~i: - 15 ~ ' ; ~ , INV IN ~S -.Z ~ ~ ; , , . . ~ ,~,i v.i , , ~i ~ i ~ i , l~ ' 1
1 f ~ ' INV OUT = ~.70 ----..r~~ - . TOP OF R~4 1 ; ; ± ~ ~ Il,, 6.5 ~'fYF} h ~ - ~ ~ , { _ / t ~ ' ~ ~ «
~ ~ , 14 ~ ~ ~ ; ` _ _ 1 ~ ~ ~ ~ ~ J ; ~
t' a ~ RCP ( , INV= , ` ~ ` . ~ I ~~~Y'
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. 1 7 ~ 0. 11.2 1 PROPOSED CONTOUR 5 I r
1 i ~ ~ \ i ~ ~ ~ ~ r ~ ~
, ti ' t f t 1 ~t ( I SILT FENCE
I ~ ~ ~ } ~ ~ ~ ~ ~ i ~ r ~ ~ 1 i ' / y ! INLET PROIECTION ~ , ~ 1
+ 1 ~ ~ ~ i % % / r { 1 ~ j
~ ~ ; ~ , } f ~ i 4' ~ ; f / U~iITS OF CONSTRUCTION ~p~~~
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, ~ INV = 10.90 UPSTREAM ~ ~
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r ~ ~ TOP r i j~` , 1 ~ f ~ ~ r 1 14 160253.13 2316196.11 29 16~174.47 2316208.93
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2. ONCE THE SITE IS STABILIZED THE POND IS TO BE (BEYOND) ~ 8~-~~ CLEARED OF ALL SEDIMENT AND ANY NECESSARY r _ T/WALL EL 5'-11" T
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448 Vikin9 Drive, Suite 100 Virginia Beach' Vrginia 23452
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~ d . ' ~ • ~ m ~ n o 1 1 o a ro ~ n a DRqyyN ~B HORIZONTAL: p~~ ~
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~ . 448 Vikin9 Drive, Suite 100 ~
- Virginia Beach, Virginia 23452 : - , . n
2 Phone: [phone], Fax: [phone] n , NC 28412 FOR RAIL SPUR rUS: .mm .ry .9 ~san a //nI Des~ n
~ o~~ , 04 Prel~ B . + . Not For Construct~on n
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GENERAL NOTES:
~
1.1 ALL WORK SHALL 8E DONE IN ACCORDAN~ WITH THE NORTH CAROLINA STATE BUILDIN6 CODE N'
1.2 ALL RAILROAD WORK 5HALL BE DONE IN CONFORMANCE WI1H 1HE CSX TRANSPORTAiION GUIDELINES AND SPEqFICATiON~ F~2 A ~
DESIGN AND CONSTRUCTION OF COMMERaAL TRACKS (LATEST EDITION). SILT FENCE (SEE NOTE 1.4 ~
MATERIAIS FOR CONSTRUCTION SHALL BE PER CSX GUIDEUNES ABOVE ON 1HIS DRAWIN6 ~ 1RACKS (4'-8 1/2 GAGE) SIGNAL/SIGN NGE A r PER WILMIN6TON ~
AND A~ FOLLOWS: S RAILROAD- ~8
SUB-BALLAST - CRUSHER RUN GRANIIE OR UMESTONE PER CSX 3.1 ~
BALLAST - UMESTONE, DIX.OMITE, GRANITE OR SLAG PER CSX 3.2 CROSS TIES - SIZE 5(7" X 9" X 8'6" LONG) TREATED PER CSX 3.3.1
SWITCH T1ES - PER CSX 3.3.2
TIE PLATES - PER CSX 3.4 7" x 9" x 8'-6" LON6 TIES RAtL - 132 POUNDS PER YARD PER CSX 3.5 FlNISHED GRADE ,~p 1 2~ 2
BUMPER - BU~IPING POST SHAII ~ HA`tES TYPE WD. l ~l - _
CROSSING - PER DETAIL CSX 2020 =1I ~ ~
A % SUBGftADE SLOPE ~ ~ -2% SUBGRADE SI C~ICREiE PIPE - CLASS V REINFORCED COPICRETE PIPE PER NORTH CAROLIN -I I ~-I 2-_--- I ~=I I I=I I( I E_ =I ~ ~ ~-I I I=I I~I n=-m=-m=,,,@ -2% SUBGRADE SLOPE- I-= - _ -
DEPAR1MENT OF TRANSPORTATION (NC00~. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i i i-i i I I DROP INLETS - PRECAST CONCRETE PER NCDOT. BALLAST iii-ii-II~I ~II~ p ~
CONCRETE - 3000 PSI IN 28 DAYS PER AG 301 SEE NOIE 1.2 ~
REINFORCING - ASTl~I A615 GRADE 60 FOR CflPINECTION. ~pq~~D 5116-BALLAST GRAVEL PAVING - REMOVE AND REUSE EXIST~16 (SEE NOIE 1.3) ST EXISTING EARTH ~ X LIMITS OF NEW
SEEDING - COMMON BERMUDA(~tASS 751.8/ACRE P M AVE ENT
1.3 THE RAlLROAD SUBBALLAST IS TO BE BEAR ON 12 INCHES OF ElqS11N6 SU86ASE NA1Ef~AL (~MMPACTED TO 95X MAXIYUM DRY
DEN~TY MODIFlED PROCTOR. THE AREA OF EXCAVAiION SHALL 8E PROOF ROLtFD MA1H A LOADED DUMP TRUCK TO ENSURE THAT TYPI AL ECTI N- nN SITE u i a C J~ ~ rE
TNE E~STING SUBBASE IS SAiISFACTORY. IF RUTitN6 OCCURS IXIRING PROOF ROLUNG THEN ADDI110NAL EXISTING ATER AL M Y BE REWIRED TO ~ REMOVED AND REPLACED WI1H STRUCTl1RAl FlLL ((x.EAN COMPACTED SAND 98~ MDD~iP~EXiSTING YAIERIAI THAT
IS REUSED SHALL BE COMPACTED TO 95~ MODIFlED PROCOifi OENSITY IEST ASTM-1557. 3/8"=1'-0"
1.4 ALL DISIRIBED AREAS SHALL BE ENCLOSED BY SILT FENqNG PER DETAII SHOWN ON SHEET DOt.
SILT FENCE (SEE NOTE 1.4 REUSEO GRANEI. (TYP), ON THIS DRAWING COMPACIID AS NOIED ~ o c~w. c,~), ic~u ~s ra~n
A ~
5/8" x 12" LONG WASHER HEI1D ~~S (4'-8 1/2 GAC,E) TiMBfR DRI1~f SCREW SPIKE SET ~ . ~
AT EVERY NEYV TIE Al~q F7~IISFIED
PER CSX STANDARD. x .X=_~-~ac.~-~c~ - X-~.~Y.-- X I i
8" DIPT 25.37' .
EXISTING GRADE CAPPED OFF ~ ~2» K ~ AK ~ X
I
SILT FENCE SEE NOIE 1.4 I~W PAUEMENT (?YP~ ~ ~ 1 ~ 7' ~x 9~x 8~-6' I~ON6 T~S ° ? r x ?r ~ • o ii~ ~
~ CdIPACTED AS NOIED ~ r0 ON iHIS ORAWING _I I~ 7. 1 ~ ~ ( REMOVE TREE ~0 ~
, i-lll- , - - f~ TRAqCS (4 -S 1/Z 611GE) ~ I== 2% SUBGRADE SLOPE ( ~ ~ ~ ~ SUBGRADE SI ~ ~
=I I I-I I I rl I N ~ r- ~ ~ i~~~ i ri i r-~ ~~m=„~ SUBGRADE SLOPE = I~I~ - - _ + - ~ ~ .
EXISi1NG PAVEMENT, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2~ ~ ' . .
CUT AS REQUIRED ~ N~~ ~•2 ~p~1pp~?~p $~~-gqLLqgT AND REUSE (SEE NOTE 1.3) F~t CONNECTION. ST x ~ X x
EXISIING GRADE EXISTING EARTH ~ REMQVE AS RE4UIRED ~ I AK
AND REUSE
~ I ~ • -e' i.aac nES _ Tx9 x8' 7 III= SIGNAL SIGNAGE
t ~ - ~ PER WI ~iIN L GTON
.I I ~ I-1 I s' i-1I I- _I II- ° NG ~ RAILROAD
2% SUBGRADE SLOPE_+ ( I I=I I I=I I I I I I I?% SUBGRA ~E AOPE_=_ = 2~ ~ N ATION ~
~ ~ ~ ~ I I I I I I I i I I t I-I ~ ~-I ~ I I f--~- 5/8
EPFl.EX R~ILSEAL COMPACIED Sl~-BALLAST ~ 42' AK
TYP OF 2 EXISTING EARTH ` ~ REM04E AS REWIRED m
AND REUSE Q ••'•rr W Q
~
3" /
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m
~ ENLARGED P > > LAN , 5~ 0 50 100
~ ~ 4+00 4+8Q 5+60 ~ 1 "=50'
a 2+40 3+20 1 +60 SCALE: 1"=50' (Horiz.)
~ R ROAD F RIVE EO RLIN E C N H ILE PROF
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0 Z ? • • • ~c Fl~ rnn~ I' ' I DATE: 10 NOV 2004 SCALE a o na ar~ne erm~na,
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.a'~!,~~ ~ ~ ~ _ ~ ~1"~1 1 ~rn ~n~ ~r~n~ arm~n~ ~ m~ng on~ ~ aro ~na naewu HORIZONTAL• M.,.......,...__
J FM / V,l jIM I IIM 1 l, I~ I~l / 1/1 / IG? wo uwmnb nuwferc
^ . ermin a x a n sio n DESIGNED C,8,KAS NA
448 Viking Drive, Suite 100
~ Virginia Beach, Vir9inia 23452 ~ ~ a~15~ Phone: [phone], Fax: (757)431_1032 3330 r'ver oa CHECKED yyJE VERTICAI: - PROJ. MGR. KAS NA
~ c ~cuuratr ~+cr ~nrra. 01 @ / ,m.
o aRana,an,~ su~rrr~ 26 a naooo2ss7 Eeooossst i ~n o/ I US: . ' Preliminary '9
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REVISIONS ~ ~ r truc . t~on

.
940 LF OF MODERATLY WOODED 15=20'
WIDE PERIMETER(APPROX. DENSITYOF PETROLEUM FUEL TERMINAL C0.
2" CALIPER TREES 10' O.C.) =164 TREES 3314 RIVER RD. ZONING: HM
GPIN R06400-001-005-000
L NIN HM SE ( ETR EUM T RMINAL) ~s ~
X ~
- RETAINI G WALL
NOTES . o,~ ~
~ 1. TREES REQUIRED
~ -,n.. . ~ ~ A.15 TREES x 14.33 AC OISTURBED = 215 TREES
i, • ;i ~ B. TFZEES PROVIDED = 215 TREES + MITI AT G ION TREES
l ~ C. TOTAL TREES REQUIRED = 259 TREES
D. TREES PROVIDED = 311 PRESERVED = 228
~ . ~ ' ~ INTERIOR = 39
I MITIGATED = 44
~ I W
~ ~ 2. SIGNIFICANT TREES
~ A. TREE CALIPER REMOVED = 66"
U ~ , dco B. TREE CALIPER REPLACED = 66 x 2/3 = 44 3" CALIPER TREES 3C0
~ 3. STREET YARD
1 A. STREET YARD REQUIRED = 23,500 SF
~ • ~ 1 B, STREET YARD PROVIDED =~,587 SF
. (940 LF x 25HMIN WIDTH 12.5, MAX WIDTH 37.5~
C. TREES REQUIRED = 78
~ SHRUBS REQUIRED = 470 ~
E~ 4. VEHICULAR USE AREAS
A. EXISTING IMPERVIOUS = 23,255 SF
i B. PROPOSED IMPERVIOUS = 47,630 SF
~ . C. TOTAL = 70,885 x 8°Ao = 5,671 SF
r SE C T K D. 5 671 SF 1= C T K , I 44 39 iREES WI GROUND COVER LOCATED ALONG RIVER
F--~ ~ (AP OX./ R 0 ER) r~ ~?a 0 ER) " OAK
v1 5.SETBACKS
~n ~ vl FRONT = 5Q' SIDE = 0'
' ~ ~a REAR = 0'
~ ~ 2" 37.5' x 530' 6. PERIMETER AND SIGNIFICANT TREES REMOVED FOR ESSENTIAL SITE
~ STREETYARD IMPROVEMENTS AND RAII DESIGN CRITERIA.
~ (19,875 SF)
~ • 7. THE CREATIVE LANDSCAPE STANDARD IS BEING USED T~ MEET THE STRfETYARD REQUIREMENTS AND 50 % OF THE REQUIRED STREETYARD AREA
~ WILL BE COVERED WITH TREES AND SHRUBS.
. ~
Q
L~ f LEGEND
I ~ . 42" OAK , ~ U. ~ -
EXISTING TREE TO BE P ~ RESERVED ~ ~~05
ZONING: HM s~: ~ r.
„ ~ . ~~a~~~r 42 0 .WASE~~ ~R6ttP~'~
i 4., q~NR S~p~MWA EXISTING TREE TO BE REMOVED DS PJ~
h ',~'?`-1 f 4i ~ ~ 7 : ey ~
; r~ : . . , < . v~: . G ~ ~ ' ~
~ I PROPOSED HIGH RISE LIVE OAK - 42 3" CALfPER STREET TREE
(QUERCUS VIRGINIANA "HIGH RISE"~
• ~ . t ~
. . / PROP03ED DARLINGTON OAK - 55 3" CALIPER
• STREET ~ MITIGATION TREE
I ~ ~ . . . . (QUERCUS HEMISPHARICA "qAR11lVGTON"~
5CALE ~
i I 20k70' SIQH'T PROPOSED YELLOW POPLAR -12 3" CALIpER
~ LIRI ( ODENDRUM TULIPIFERA)
/ ~ / , ~ ; x
~/i /~,~,,f" R ! !~:%'f, r~'
? ( / - : i /%;,!;i : ~ ~O~O8ED RED CE ~ DAR - 24 3 CALIPER
; ~ ~ • ~ ~ ~ ~ JUNI S ; ( PERU VIRCINIANA)
, / i, , . ~ . cw i ~ - ~ % ; , GW /i
r, • ~ ~ ~ ~ I ~ PROP03ED EVERGREEN EUONYMOUS
~ i ~ ; , i ~ ~ r~ Q 12 SHRUBS 1 GROUPING =18 x12 = 216 78" HT ~
. ~f;,i!i/i ! , l , i, , - ! ,~i ~ EUONYMOUS z { JAPONICA) ,
,,.,./1 , ~ ~ /%r, ; / / . ~ i,;; . / ~ ~ W PROPOSED GLOSSY ABELIA
, : .ti,. a ~ ~ a - ~ ~ ~ 13 SHRUBS 1 ~ROUPING - 20 x13 = 260 18"
; ~ ~a, --@ ' ?r' U ~ 37.5 x 215 ~ HT N x STREETYARD (ABELIA GRANDIFLORA)
~ C'. ~ ~ (8,062 SF)
~ ~ ~ - ~ _ ~
~ ' a
Q a ~
~ C ~ z
~ ? ~
' U V! X ~M
~ ~ ~ 1! /
~ .,i ~ ~ ~ ~
/ % / - / '
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~ . ~ ~ TRIANGLE (lYP)
~ ~ x
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~
~ ~ ~ . ~ ~
~ ~ ~ i%'' / 15' x 110' ~ r,~/ j~ ,
~ ~ ~ ~ i f STREETYARD
~v ` ~ , - / . ~v ~ (1~ ~
~ AN ~ ~ Q
\ ~ Q - ~ (A 0 ~ ~ - - - NORTH
~ . . .
~F--~X X ~ ~ ~ 5Q' 0 50' 100'
L KOCHREFININGCO.
~ 320 LF OF MODERATLY WOOOED 15'-ZO' 3334 RIVER RD. SCALE: 1"=50~ (Horiz.)
a WIDE PERIMETER (APPROX DENSITY OF GPIN R06400-001-003-001 ZONING: HM MITIGATIQN TREE AREA TREE AREA
2" CALlPER TREES 10' O.C.) = 56 TREES ZONING HM / USE (OIL REFINING) 44 - 3" ALIPER C D~RLINGT( ~ER DARI,NrGTON OAKS
i
a W SEAL SEAL
d ~,4~109BBB6gjdDl . ~ ~ ~ DATE: 10 NOV 2004 Ita~C FRE NUMBER aro ~na ar~ne erm~na SCALE
U o~e~'~i~ ~ ~ ~ • • • • • MCE PROJ. ~ 03057-0001 ~ m~n on o aro ~na -
~ _ . ~ _ . . a rn !n: r~1 1 ~1 a a rl f'1 A Arm ~na ~ ~Rdti~ ~,o HORIZONTAL: M~...~
g o- Nor- s ~ iT i i\ii/iV '%w/iWLIL V4/I V/I/ /{r WD 'N , • W
ermina x ansion DESIGNED uwmiW IVVARlLK C-,8,KAS
; 448 Viking Drive, Suite 100 , Vir9inia Beac h, Vir9inia 2 3 4 5 2
% ~ 3330 'e CHECKED yyJE VERTICAL• ~v r oa C08 PROJ. MGR. KpS NA
C REWUTOR1f hGENCY RESl1B1iIRAl 02/15/05 Phone: [phone], Fax: [phone]/OS 1r ~ . • B ~cuuroar ~cr sueMrtu AAOa02667 EB0006691 1f 7, .m.
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_ ~h~ , ~ ~ ~rn? ~r nn n„ a„ , a..I.,•.., A A.. M,.~.. TAMMV~,.~.., l ~ m~nnfnn _ Nnrth f:nrnl~nn -
lrCl l V lll L I / V lll l d . , . . " ' DRAWN C,B nvnltUN IRL: oRAiM,G N,MBO
erm ina x a nsion DESIGNED C.18,KAS A$ 5hown
: 448 Viking Drive, Suite 100 ~
a ' Vir9inia Beach, Vir9inio 23452 J 3330 'e CHECKED yyJE VERTICAL: C09 ~v r oa PROJ. MGR. KAS
c 02/15/01 Phone: [phone], Fax: [phone] ~ ~ r~cuumRr ~r+cr r~suewrtru , . .m.
o e ~cuutoer ~+cr sueMrtru 01/26/05 - ~ AA0002667 EB0006691 / l ~ ~n on sTATUS: .nary Des~ 9 n ~w
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REV.Ha DESCRFnONS uAh - www.mckimcreed.com 8 REVISIONS g Not For Con struct. ~on
~ ~
~ N

100' MIN. SPREAD
~ ~ ~
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Q . . . . . . . . . . • . . DROP I L WIRE FABRIC ~~,z.~~~~ a
3 ' ' ~ . . . WITH GRATE METAL POST o • Q • • - 4 STONE. . . . . ~ ti:~~. 4
° - = : - • ~ . ' : . . . ~ . ~ ~ ~ ~ • ~ #57 WASHED STONE 1^~!/'~(~ V Y Y H
z V 1~~ ~
~ VTq ~nuM~ K V
: : . . : : : : ~ : , W .1- 2.5' 3 . 3' ~J a
. • IN. ~ h ~ W~ ' } ~
100~ MIN. =I I 5' l ~ ~ _ 5'
PLAN ' _ - _ _ _ ~ ~ _ 1 MIN. ' MIN. HFJGHi
I I 1=I I~I I~I I I~I I I=1 I I : MIN. V.
~ GATHER ~ I I=~ I I=I ~ ~=I ~ r~ ~ ~ ~ ~-I 2 / EXCESS Buried Wire Fabric ~ I(=I ~ ~ - 2,
~ Z ' ~i - ~i. . AT CORNERS ~fUICH 3" FROM TRUNK
` ~ '7 ^ ip ~'`T 2"X2"X4' CRO S MEMBER ~1ULCH 3` DE PTIi
SECTION
T1llE0 AND L~SENED NATNE SOIL BACKFIII
CONSTRUCTION SPECIFICATIONS SOD ALL SLOPES ABOVE PERMANENT POOL EL
NOT TO SCALE fERTILIZER TABLETS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE 2. CAREFULLY FIT HARDWARE CLOTH OR COMPAR~ 6:1 SHELF BELOW PERMANENT POOL AS SPECIFlED, PUICE OR COMPARABLE
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL WIRE MESH WITH 1/2-INCH OPENING OVER ALL PLANTED WITH SUITABLE i~TLAND SPECI UNIFORI~.Y AROUND VG OVER ALL ES ROOT i~ASS BEiWEEN
5' ~iN. DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED BLOCK OPENING TO HOLD GRAVEL IN PLACE. •3~ IN PLACE. - 3 ~ OR VEGETATION. ; MIDDIE AND BOTfO~I 12 I 1.-j ~1 <.:~,•~; OF R00T ~1ASS.
AT LEAST 2 INCH BELOW THE CREST OF THE STORM - - • w .~,a`.o;~";"' ~-i i;` ~ ~ i ;I ~ I=,.1 -i ( ~
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST 3. USE CLEAN GRAVEL,3/4-TO 1/2-INCH IN THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT DIA~iETER, PLACED 2 INCHES BELOW THE TOP INCH IN ~ PERMANENT POOL EL 4.5 R~T~ - „„•~:~.w~ E, I I f= UNDISTURBED SOIL
s'?wc. AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. OF THE BLOCK ON A 2:1 SLOPE OR FLATTER , )W THE TOP - i ~ _ ~ i l-f •~,~x fI_~ n~ W ~ 2 ...~.nJ ~ . I I 2-2 A4n STlU~E 11/ )R FLATfER AND i-= ~~I !=1 I 1TI ! 1=i I-. I-~! I[-1 I I~I i I~i ~ i~ "
taoo cu ~r/ ncRE ry IF NEEDED GIVE LATERAL SUPPORT TO SUBSEQUENT ~ , SMOOTH ~T TO AN EVEN GRADE. DOT #57 WAS { _ 1 5 ~ TILLED AND 100SENED ~ ~ 1 LONG TAPER ~IIN. 18 ~OT #57 WASH ED ~ 6.5 POND 1 ~ I I ~-11r-~~ W--~ ~-~-11 I 1 i I I
ROWS BY PLACING 2x4 WOOD STUDS THROUGH STONE IS RECQMMENDEO _ ~ ~ NATNE SOIL BACKFlLL _ ~ . NTO UNDISTURBED ~ soi~
BLOCK OPENINGS.
II Z•K2"~4~ STaK 3 TO 5 TIMES THE WiDTH N P N P -I - E OF THE ROOTBALL
FlLTER Fil&tIC CONTRACTOR TO INSTALL ON THE 6:1 I I~_
CROSS SECTION NOT TO SCALE SLOPED SHELF, EQUAL NUMBERS OF EACH ITA P AN
OF THE LISTED SUITABLE PLANTS. DURING ARROIN ARUM
DESIGN 21" MIN. INSTALLATION, GROUP SIMILAR SPECIES OF BLUE FLAG IRIS Y~rAx. P N TOGETHER. INSTALL PLANTS 24~ CANA ULY 2"X2'X4 STAKE ~ ,
SETfI.ED T0 oVERflLL 6' VARIES AS DIRECTED BY ENGINEER (10' ~iAX.) fOR SErTIEME~r OP STRAND MIN. ~10 GlU1GE ~ ~ 2~l2"X4 CROSS IdEI~BER O.C. IN A CHECKERBOARD PATTERN. DICKEREL WERD
~R ~pTM STAY WIRES MIN. ~12-1/2 GUAGE 1.5' - Tf( z w ~12-1/2 GUAGE
- f ~ ~ N~
- w~ 1 ~
g~ ~ ~ ~ ~ N - - , 2:1 SIDE ~ 3~ TYPICAL POND SECTION ~
~ - ' SIApE w ~ - ~ ~ ts'~ti~. 2"X2°X4 (~OSS UE~IBER ~ ~ ROOIBALL NOT T~ SCALE
I '~-1:1 $IDE TOP OF QAM J N - FlL1ER FABRI ~ ~~I SLOPE ~k ~ ~ r--~----.~
J ~ a.y TIIIED AND LOQSENED NATNE SOIL ~1CKFlLL
NATURAL 3' h~IN. Q GROUND U
- BOTTOM STRANO MIN. ~10 GUAGE ~
NE SECTION a 3' TYP. STO } 2-2.5"DRYW 2"X2°X4' STAKE Atl SCREWS
w~
~ ~ ~ ~ ~ ~
, TREE PLANTIN G DETAIL
SCALE • . . , , . , . STEEL OR WOOD POST NOT TO . ~ . . ~ ~osr r ~
0 ~ ~:1
, . . . FILTEf FILTER FABRIC f F? ~ ~
. T 2 • NOTES: 1. 1~RE SHALL BE A MINIMUI~ (?F 32° IN = NOTES. p - ~ - ~ 1~05
7 WIDTH AND SHAL~ HAVE A MINI~IUM OF 6~ ~ x Fl~ t. ALL W000 SWW. BE ~RUCE OR PINE-NOT PRESSURE TREATED. 1- E~~~ ~ o N FlLL SLOP 2 CROSS llf$ $IWl NQT (~ip~ Q4ER IX(}ppY W-~1't
LINE WIRES W/12 STAY SPACING ;:~OUND LINE M N i ROOTS. ~1 .WPTER~u.iER
pARABq.IC CRQ~$-SECTION 2. FlLTER FABRIC SHALL BE A MINII~UM OF.' p N 3 6 I N W I D 1 H A N D S H A L L 8 E F A S T E N E D „ 6 6. N 3. REI~VE ALL SIRNrG ~/OR WIRE N~+PPED AROUND TRUNK. OEN~ gSORM~~
SOD SIDE SLOPE AND BOTTOId ADEQUAiELY TO THE INRE AS DIRECTED BY 1HE ENqNEER 4. RE6dOVE ALL STRMS, ROPES, WIRE, dc/OR STRINGS USED TO Ll~f THE
USE STAPLES TO FlRIriLY FASIEN 3. STEEL POSS SHALL BE 5' 0" IN HEIGHT v~, 5. REI~OVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT ~AI.I..
HA~Y DMER310N ~ o AND BE OF SELF FASTENER ANGLE cn ao 6. TQP OF ROOTBALL Tp BE SEf 2" BEI.OW FINISH SURROUNaNG FINISH GRfiDE.
WIDTH AS REQU ED ~~~i A,~ SrEE~ 1~E o~ f11~IV ~ a° ~l7i~r ~ 1 W N 4. WOOD POSTS SHALL BE A MINIMUM OF 6 0.
IN HEIGHT AND 3` OR MORE IN DIAI~TER o"' ~
NOT TO SCALE WIRE FABRIC SHALL BE FAS ED TO WOODEN o~ POST NOT LESS THAN 9 WIRE STAPLES 3 ~
1-t/2 LON6
EXI f HOR FlLTER FABRIC SKIRT ~ AS DIRECTED BY THE ENGINEER
RADE t IS ~ EX , ~ -
~RADE VARIES i' ~ t~t01MN OF TREE IS N~ FOR LFAF V
~ 1 T ? ,wM ~ ~ ~ ra ~oaicE exrc~ Fl~mt F~~ ~ n~E r~uc~ wn~m ~ Nois~,
~ 3 , 3 NOT TO SCALE 1 AND PR~IDE ~AU11Ft~L N~F'fARANCE. ~ DO NOT OISFIGURE CRO~IN WITH
/ ~ I~ENSITIVE PRU~NNG!
-~-IXISTING TAEE ~ ~ ~
A' C~C~ B ~
~~.G ~ ~ ~
NOT TO SCALE
NOTES: ~ ' ~ DRIPIJNE ~ ~ ~ I ~~b~~~.=
SEE PLAN FOR CLASS OF RIPRAP AND LENGTH, AND DEP1H OF APRON. ~ AND LENGTH, WIDTN t ~ ~ ~ I I ~ I ~~~fi~;~ ~
i ~ ` ~
~ 2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF 1HE APRON AND AROUND THE END OF THE PIPE OR v, 1 ~ H SIDES OF 1HE ~ ~ s ~ ~ lF THE PIPE OR .i. ~ -
~~a CULVERT AT THE DISCHARGE WTLET AT A MAXI TLET AT A MAXIMUM ~ '
6'-0" 6'~ SLOPE OF 21 AND A HEIGHT NOT LESS iHAN T )T LESS iHAN TWO pqp(~ /
THIRDS THE PIPE DIAMETER OR CULVERT HpGHT ~ » 3~_6• - - - \ ~1LVERT HpGHT. ~ I ~ PLAN ~ ~ ~ , I E ~ /
3'-6" 5 -0
i a 4 3. THERE SHALL BE NO OVERFLOW FROA1 THE END I 2-6 I THE APRON TO THE SURFACE OF THE RECEIVING ~or~ TME a~o ~ "-row~ ~ ~ ~ THE RECEIVING ~ ~
t'~ CHANNEL. THE AREA TO BE PAVED OR RIPRAPI VED OR RIPRAPPED ~ ~ Ry, Rppqg
= 2 No. 4~ BARS SHALL BE UNDERCUT SO THAT THE INVERT OF 1 ~ ~ R APRON SHAU. 8E AT THE SAAIE GRADE FLUSH) HE INVERT OF THE ~15 WEAR BASE pF TRUNK ARE GRADE (FLUSH) WITH FEmEER R0075 ARE LOGA NEEDEO 1'~D GIVE Sl1PPORT TO
M ~ ~ B THE SURFACE OF THE RECEIVIN6 CHMMdEL. THE ~ CHMMdIEL THE AT ~DRPLI~E' OF ?REE EMIRE TREE. IF t~IOVED~ ,-..w,,`,, ~ ELEVATION ~ c~a~ ~w~ o,~
APRON SHALL NAVE A CUTOFF OR TOE WALL A1 ' L DOWNSTREAAI END. m ~ TOE WALL AT THE ~ ` PR~E IAEE W(IH ~Y. ~I., r w~ r..l ~,r..1.~ ~-~r ? ~ ~r MD lIUTRIENt'S.
~ N N ~ I SEE NOTE 1! ~E NOr1E 2 d~ NOTE 4 I wo~tE 4
~2 ~ Q ~ 6"+- THE WIDTH OF ?HE EN~ OF THE APRON SHALL I M ~ NATURAI GRADE 4. APRON SHALL BE
EQUAL TO 1HE BOTTOM WIDTH OF THE RECEIYINI ~ I w ~F THE RECEIYING 1, DO NOT OOIiPACT S0~ BE~IEATH 1REES. NO VEHICLE SWa.L BE 'ECEIMN6 CHANNEL 5:1 ~ UI~ER 1REES, NQ HEAV1f W? P~
~ 4~ 1'-4" 4' CHANNEL. MIAXIMUM TAPER TO RECEIMN6 CHAN~ ~ ~ - t~s ~o e~ s~vEU w~u e~ a~Y w~aEO ~at m oo~sn~ucnoH aro ~ ~ ~us swut e~ sro~u e~~an~ n~s. Rau~rs
- ~ g, ALL SUBGRADE FOR STRUCTURE TO BE COMPAC' ~o~oct~ a~ ~s ~o e~ M~suuFC ~ TMe o~PU~. ~~non wA~ Na Nar ~ro ~ TME ~oars n~a n~E ~ r~a.~ oE n~ ~c ooc~ut wa~ ~?~Y ~ r~E eu~ o~ TO BE COMPACTED TO ORP LNE - 1FE AREA OF SOq. DIRDCIIY BEMEATH THE 11E EXIDp~l6 OU~ i0 i}E 1REE 10 THE EDGE OF iHE WERHEIID BRANCH CAN
„ o ~ RIP RAP I ~ 95% OR (~iEATER. 6 6„ i ~ H OP^f. DA1WqNG iFE 11PS OF 1HE OUIEW106T BRAPICHES. lif BARI( w111i LAWI~M~Y~S. p~l~5TRl1CT1pH EqINP~IENT. OR ANY~HING ELSE
2 No. 4 0 BARS 6. THE PLAqNG OF FILL, EITHER LOOSE OR COI~iPA~ IS PROF~IED. APRRO~TECt1VE ~ARRIER SHOULD PRE1~E1rT DI~MAGE l~'ROM
2~_4» _ IN THE RECEIYING CHANNEL SHALL NOT BE ALL bSE OR COI~iPACTED METHOD OF TREE PROT CTI N DURIN NSTR TION 00N'~~10N• U\i ALL NOT BE ALLOWED. 2. NO CUTINi6 OF Waf;E SIRUCTURAL ROOTS LOCATED NEAR THE BASE OF 1HE
SD 15-08 ~+c. ~ ~ ~ ~ s~oanHC ,r~ ~w u~afr w wws. ~ov,~ o~ R
NOT TO 9CN.E OFIE]i DOlE OF A PA ~ R00~15 NANG ONE SIDE IS M~ALK. V~IG OR BUILdNG WHICH IS BE1NG IORIZONTAL AUGNMENT
END 1I~w 4" /5 AGGREGATE 7. NO BENDS OR CURVES IN THE HORIZONTAL AUG ~ ELEVATION NOTE: MINIMUM H=2/3 ~~R OF FIUER FABRIC OF THE APRON 1MLL BE PERMITfED. 3. A~~~ CUT MD FlLL WITFNN DNt~7ER OF TREE CRONM DURING IXCAVATION.
a W~ PIPE OIA~IETER
~ SEC110N B-B METHOD OF TREE PROTECTION DURING CONSTRUCTION
N ALE m NOT TO SC
SD 15-09 ~ar ro scu~
~ m NOT TO SCALE
a
~ ~ ~ ~ ~ . ' ' ~ec
. ~ ~+~,~n, , ~ aro ~na ar~ne erm~na ~A~~ 10 NOV 2004 SCALE ~
F , i~ ~ W ~ , . • • • MCE PROJ. ~ 03057-~01 ~ min ~ n o a ro ~ na HORIZONTA •
o _ - ~o~.~..~~~~. _ ~ rn ~n ~rn ~na ar~nQ arm~n~ ~ DRAWN r.ia ~o.~~~,.n~
~ '.~:E~ . '9~* ~ lrl 1~LL~1V ~.?1WLL V~.11 VI/I 1 41 VI l C.1 ) Y / t.Il 11 I V / VI / I IIl 1 I Q • •
~i~ ~ n Q x a n s io n DESIGNED CJg/~ NA
448 Viking Drive, Suite 100 ~ O r • Virginia Beach, Virginia 23452 ~ 3330 I'ver oa CHECKED yyJE VERTICAL:
= PROJ. MGR. I(A$ NA
c Phone: [phone], Fax: [phone] ~ r~u,van r~cr ~umu o~/~s/as ~ ~ . • ~ .m.
0 B REGUAidtY A~`f SuBMITiN. 01/26/05 ~ AA0002667 E80406691 I I ~ 11/10/01 ~i~ . $ a mc sueMtru r~ ~O ,j. ~ - ~ ~n on STATUS: . . , R~~ Prel~m~na D ry esign g
[FtEV.NO. oESCRFTKM °"TE ~+y00.41 www.mckimcreed.com . Not For Const
REVISIONg ~ ~ ruct~on
~ ~
r ~

NOTE: DETAIL SHOWING TYPES OF GRATES TO
- BE USED ACCORDING TO WATER FLOW. 35. 35J5" 2.75" p ~
"X" 1. STRUCTURAL DESIGN OF END SECTION SHALL CONFORM TYPE "G" TYPE "E" TYPE "F" B W WITH THAT OF STANDARD REINFORCED CONCRETE. B d- Q ~
~ \ ~ d- ~ ~ 1.5" ~ ~ ~
W WATER F N A Q PI LOW SAG WNTER FLOW w N A q ~ ro ~ ~ r~ ; ~ u~ w I ~ ~ ~
o w PE WALL UNIT ~ ~ I'- ~ ~ DIAMETER THICKNESS SLOPE B C D E WEIGHT - - - - - - - - - - ~ ~ ~ ~ 2-3~4" ~ N
12 2 1/4 3:1 24 49 73 24 730 i~ ~ P P ~ i~ ~
N B 1.5" ~ ~ II ~
15 2 1/4 3:1 27 46 B 73 30 910 ~h- _ ~ ~ ~ \ 1J5" \ a0 . ~ N ~
18 2 1/2 3:1 27 46 73 36 1190 ~ \ ~
21 2 3/4 3:1 36 37 73 42 1370 1.5„ I ~ SECTION - BB ~ ~ N N ~ op r- 1.5" 0.62° ~ I ~ \
P~N 24 3 3:1 42 31 1/2 73 1/2 48 1770 WATER FLOW SAG WATER FLOW 1.75" ~5° ~ SECTION B-B S T - - N i ~ EC ION P P SECTION N N SECTION L-L SEC I N i
27 3 1/4 3:1 48 25 1/2 3 1/2 54 2130 SECTION - D z.25" - h~9v-M SECTION - AA ~ SECTIQN R_R
TYPE "F" TYPE "E" TYPE "G" ~ g 30 3 1/2 3:1 54 19 3/4 3 3/4 60 2380 TYPE - E I
RAISED FLOW .F ~ ° ~ ,•w 33 3 3/4 3:1 60 36 96 66 387D ARROW 1/16" HIGH B N
36 4 3:1 63 34 3/4 7 3/4 72 532D A 2.75" "~I J ~ RAISED FLOW ~
W + 42 4 1/2 3:1 63 35 A ARROW 1/16" HIGH ~ ~
98 78 5920 II ~ SLOPE 1.5" A » 1 2.~5" 3'_p ~ ~
~ w 48 5 3:1 72 26 98 84 747 ~ Q ~ 0 n ~ ~ K N \ N ~.5" i K:~~ ~
o ~ 54 5 1/2 2.4:1 66 34 100 90 1.5" Q RIP RAP 8810 N - ~ N A i ~ ~
° 60 6 2:1 60 39 99 1.5„ 96 11180 .5' N ~ N M
~ ; ~ W ~ ~ - ~ 4 d ~ ~ 72 7 2:1 78 21 99 108 13980 A ~ ..'~;.~~~.d„p+,.s . ~a ..~Qd , i,}~.. --~-1-;, - L ~ N i~ ~
1.5" 1J5 :.~~..~"r ~ 'a'~~r~..,.:..:,~.,'~L'.,Ki.g"' t~,~~ ~',~,~ua.:~ DIMENSIONS IN INCHES WEIGHTS IN POUNDS 1.5" A 1.5" g~ ~ p .
-N-; L ~ 1.75 ,f M ~ ~
SEE H SCOU PROTECTION ~ S EET 2 OF 2 FOR DIMENSION TABLE 35.75" 1.50"R FRAME PLAN ~ ~ 5o R ECTI N J-J
20' 1.5 0.19„ FRAME, GRATE, & HOOD ASSEMBLY
~n . ~ 1.5" ~ 0.12„ 1.12° .13„ 1.50"R .19" ~ 00
SECTION X-X TYPE - F ~ ~ ~ , ~R \
--N~-- ~ ,12„ - ~ ~t . ~ 1.5" ~ \
FLA _ o.as° RED END SECTION OUTLET _ SECTION AA ~ ~ - ~ i.,~ ~
SD 1-17 11 /16" SLOT FOR \ ~ N \ 1 /2" BOLT ~
NOT TO SCALE ~ _ . 0.88' ~ . ~ ~ SECTION - AA
~n r I ~
FIG. 1 F~~• 2 TYPE - G ~ CLASS - C r ~ ~ » N O ~ SECTION A-A ~ 2 11-1/2 ~ ~ N
CLASS - C SHAPED BOTTOM CATCH BASIN GRATE F R-~--~ ~ ~ \
SHAPED BOTTOM OR PRE- LOAD FACTOR LOAD'FACTOR OR P - ~ ~ ~ s ~ RE CAST ECTION K-K ~ ~
1.5 '5 SD 2-20 i I N ~
W Bc W z W Bc W NOT TO SCALE ~ 4° HOOD ELEVATION
UGHTLY io COMPACTED
COMPAC BACKFILL 0.75° BACKFILL
Bc 4 BUT NOT P y P / . °t ga ~ ~ FRAME GR~TE AN D NOOD DETAI
c 0,5 LESS THAN 4" L NOT TO SCALE
~ ' 0.5 ~ ~-I~ Bc q , N 2.1 MIN. f A S E C T I O N - L L HAND SHAPED FROM . , ,E;s , , , ~ ~ P j SECTION - MM ~ ~
FIRM UNDISTURBED SOIL HAND SHAPED FROM D ~yp;
ANGULAR BEDDING I~ATERIAL ,
PLAN FRAME, GRATE & HOOD ASS'; ~ F~~ ~ g
AIG. 3 FIG. 3 t, TH~ CENTER OF FRAME A7 TKE ~DGE ~~~~;~u;,
CL SS B CLASS - B 2" SECTION - BB DENR WAT OF PAVEMENT iS THE STATION/pFFSET yyE~psANpS10RI~wAT~Ra~r•
LOAD fACTOR LOAD FACTOR 6 24^ SECTI6N - PR 1.9 1.9 FRAME, GRATE & HGOD PQINT REFERED TO ON T P~ HE ~ANS
W Bc W N Bc N 36" N N g^ ~ ~o 12" BACK OF CURB- GENERA~ NCJIES:
rn ~ X N 1. MORTAR JOINTS 1"
CAREFULLY COMPACTED K 1.3 ° 1.37° K ~ - COMPACTED BACKFILL ` /2 1 /8 THICK 2. A L L C ONCRETE TO BE 3500 P.S.I CQMPRESSIVE STRtN T
BACKFlLL SECTION - AA 1 3. P G H. Y Y R~CAST STRUCTURES MAY BE SU~STITUT~p A~;~R
„ J L 3~ SECTION - NN APPROVAL BY CIIY/COUNTY ENG~NEER. 4. ALL CATCH BA51N OVER 3'-6" IN pEPTN SHALL B~ PRpVI
g`~, y ~ o FRAME PI.AN ANGULAR ' ~ 5.62 ,,~r i ~ . ,.,C ~ , _ A 1'-2° GN CENTERS. DED WITH STEPS
MATERIAL a ~`'.~'~'~p~'~ c~ . 3,~ m UTLET = 5. CONCRETE BRICK MAY BE USED IN I L EU OF HARD COMMON CLAY BRICK.
6.88" 0.5° 0.75" HAND SHAPED FRO~i ~ 0 6. JUMBO BRICK WILL BE PERMITTED.
UNDISTURBED FIRA1 SOIL & 4 BUT NOT 0. iFW~l4' 4~Z ~ 2.12° ~ 7. FQR 8'-0" IN HEIGHT OR LESS USE 8" UJALL. OVER 8'- "
1. 4' w 4.6 ' ~ 0.7 " 75" 0.75" ; I I 6~ ~ 6'-0°' FROM TOP OF W ~ IN HEIGHT USE 12 WALL TO ALL, AND 8" WALL FOR THE REMAINING 6'-0'.
„ GUIDELINES FOR BEDDING DETAILS STORM SEWER CLASSES B ~ 4.63 1.7 ~ 9° 8. ALL PIPE IN STGRM DRAIP~ STRU T X ~ C URES SHALL BE STRUCK EVEN WITH THE
&C SECTION - RR N NSIDE WALL, GROu i ED AND BRUSNED SMOOTH.
SD 2-17 ~ ~ g» NOT TO SCALE HOOD ELEVATION 0.75" 7" 9. WEEP HOLE(S) SHALL BE PLACED IN BACK WALL.
69" ~ 0 5 5.12„ ~ FOOT OF NUMBER 7 A STONE DRAIN CONSISTING OF 1 ONE CUBIC PLAN SECTION X-X 8M STONE CQNTAINED IN { }
~ o -°1ho- < WEEP hO~E. A BAG OF POROUS FABRIC SHALL BE PLACED AT
o. ~ _ ~ N , STANDAR~ N.C. "STOP" SIGN 6 6 ~ ~ 10. BRICK SHALL BE BONDED WITH FU! L NEADER S EVERY 3 COURSES.
3.5 36" 3 5~ SECTION -~JJ
2'-6" T~ SECTION - KK
REFERENCE TO NCDOT N
6~ - ~2~ DETAIL N0. 840.OJ. _ _ N _"'1-1-_.
2" PIP ~ cp c0
NOTE: USE TYPE °E","F",& "G" GRATE UNLESS 7 -0° ~ n ~
OTHERWISE INDICATED 8 8 STEP A „
4~~ ~ov~R CATCH BASIN CASTING FOR PRE- CAST > A . .
SD 2-19 STEP E °
NOT TO SCALE z ~
WITHOUT CURB ° i OR GUTTER - C ~ OUTLET
EDGE L1NE 10' SKIP LINES ~ D ~
1'-2" 4~~ YELLOW OR WHITE SKIP LINES • _ ~ ~ _OW OR WHITE ~ :
'-0" MIN YELLOW OR WHITE 7'-0" ~ „ p ~ -I- D
2° PIPE TURN LANE LINE ~ 4 ~ _ 4" s
- T - 4" ~ ~D ' Q~' Cfl
~il~ 4' SECTI - ON Y Y
CENiER LINE
, 4" END ELEVATI _ 4 a d . a . ON SECTION J J
WITH SLOPE-FACE CURB , YELLOW 2' MINI-SKIP LINES -SKIP LINES WHERE 30" TO 36" PIPE IS USED
YELLOW OR WHIiE - SIDE ELEVATION v oR w~i~ SECTION M-M
s.7s" STANDARD INFORMATION SIGN GORE LINE E WHERE 42" TO 54 PIPE IS USED
8" I~I I STREET NAME SIGN _.L. „ „ ~ 4
WHITE ~ ~ 4 (SEE NOTE) 3~ T T
2~-0„ MIN. NOTES: DIAGONAL UNE E
8'-6" . NAM SIGNS SHALL BE A MINIMU~I OF 6
EXTRUDED ALUMINUM BLADES USING A MINUMUM YELLOW OR WHITE ~ J
OF 4" C SERIES LETTERING IN REFLECTIVE SILVER & REFLECTIVE GREEN BACKGROUND. STOP OR TRANSVERSE BAR J ISVERSE BAR ~4„ Q M
2. ALL REFLECTIVE SIGNS SHALL BE MADE OF DOUBLE CENTER LINE 3~~ B ~ M
ENGINEERING GRADE OR HIGH INTENSITY GRADE REFLECT~VE SNEETING OR APPROVED EQUIVALENT. 6'=~ ~ -T m
3. ALL SIGNS PLACED IN RIGHT-OF-WAY WILL BE YELLOW „
00 APPROVED BY TRAFFlC ENGINEERING DIVISION. 3 ~ ~I~ 4. ALL FOOTINGS TIPICAL FOR ALL SIGNS, WHICH
a WITH CONCRETE CURB NEED TO BE ANCHORED IN CONCRETE. & GUTTER
a~ CONC. SLAB
~i m STANDARD SIGN INSTALLATION LOCATION P LAN
PAVEMENT MARKING DETAILS SD 15- 03 ~ r :TAILS PLAN
N ~ ro sca~E m ~ NOT TO SCALE
a CATCH BASIN
~ ~ NOT TO SCALE
~ - J Q S~- $EAL
H W ?
~ . ~ Q I' ~ ~ ~ - o ~ n a a r~ n e T DATE: 10 NOV M&C Fl e rm ~ n a I 2004 ~~~R
~ :~~4 ~ ~ 1? ~''T1T1? ~ ~~nnr.r.r~ n _ - ¦ i - . . . , sca~F ~1
iwlVjr*411V1C3" 1 vv ii m in lon, N o rt h aro~ ina MCE PROJ. # 03057-0001
S ~ L..earalIna marlne ermlnal . DRAWN ~~B HORIZONTAL: pMIMNC Nu?teFR
~ 448 Viking Drive, Suite 100 ermina x ' a n s io n DESIGNED CJB,KAS NA .V6Q~
Vir inia Beach Vr ~ c REGUTATO(' AGEI~Y RESUB~AiTAI o,s ; 9 , ginia 23452 3330 I CHECKED WJE VERTICAL oa
o ~/05 Phone: (757\431-1002 Fax: [phone] B (~GUTAtORP AGENCY SUBIIIITAI 01/26/05 ~ 1 r ~ } 0.32 y . . . PROJ. MGR. K
$ a mc sueMnru 11/10/04 AA0002667 EB0006691 AS NA
REV.NO. OESCRIPfI0N5 DATE ~ - t• O n REVISIONS www.mckimcreed.com ~ m~n on , STATUS: • . a~sroa
~ Prel~m~nary Design DETAILS
~ ~ Not For • B Construct~ on

~
STAIE PORTS ~
NORTH ~~N - 1
.~WN.UAMSON
~ ~h
9 ~
m ~
~a
A
A
I
~
'o
0
VICINITY MAP - NOT TO SCALE
NoRrri
4F SHEETS INDEX
G-01 COVER SHEET
G-02 GENERAL NOTES REVISIONS
% _ _ DATE DESCRIPTION BY~ ~~r
~ G-03 SITE INVENTORY PLAN ~x 11/10/2004 TRC SUBMITTAL
S-Q1 EXISTING SURVEY Cl x ~ 01/26/2005 REGULATORY AGENCY SUBMITTAL
USES NOT INCLUDEQ) ~ PROPOSED ( C-Q1 EXISTING & i ~ N NR COMMENTS 02/15/2005 CDE
~ x
C-02 OVERALL SITE LAYOUT r~ P AN w
- N CONTROL & DEMOLITION L C 03 EROSIO Z
- 4 SITE GRADING & DRAINAGE ~ CO z -
C-05 WET DETENTION BASIN W
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BEFORE YOU DIG ~ : 1PIL1,iAM J. EGAN, dR. P.E.
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1-800-632-4949 ' ~va~ unun onMacE ~ FEBRUARY 15, 2005
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AA0002667 E80006691 E80006691 Vi9inia

ABBREVIATIONS LEGEND .
.
ALT ALTERNATE
AMP AMPERE ANCH ANCHOR D SCRIPTION EXISTING 1. TOTAL DISTURBED AREA = 14.33 ACRES
Ac. ACRE N E W OWNER:
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN I BIT BINMINOUS PROPERTY UNE - - ON THE PLAN IS A VIOLATION OF THE NCDENR EROSION CONTROL CAROLINA ~IARINE TERMINAL, INC,
e~nc eui~~iNC QRDINANCE AND IS SUBJECT TO A FINE. 3330 RIVER ROAD
eM gEn~t, BENCH MARK ROAD RIGHT-OF-WAY eon BOTTOM 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION ( WILMINGTON, NC 28412 OVED EROSION CONTROL PLAN IS A VIOLATION OF THE NCDENR EROSION
UTILITY EASEMENT ENGINEER:
CB CATCH BAS~N - CONTROL ORDINANCE AND IS SUBJECT TO A FICJE. McKIM & CREED
c c CENTER TO CENTER PAVED ROADWAY ~ 4. STABILIZATION IS THE BEST FORM OF ERQSI~I CONTROL, TEMPORAF c~i CURB DROP INLET DIRT OR CRUSHED STONE ROADWAY TROL, TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL QN BILL EGAN, P.E.
CFM Cueic ~ET PER M?NUt~ LARGE DENUDED AREAS AND ESPECIALLY WHEN SPEGFICALLY REQUI :GFICALLY REQUIRED AS PART OF THE CONSIRUCTION SEQUENCE SHOWN ON THE PLAN. KEN SISK, P.E
cacc CURB & GUTTER ~~'RC~ " ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DE CI CAST IRON 12 RCP ~D WITHIN 15 DAYS OF CO~IPLETION OF GRADING. ALL REMAINING AREAS ARE TO 448 VIKING DRIVE, SUITE 100
ciP CAST IN PLACE STORM DRAINAGE BE SEEDED ,4NQ 1~ULCHED WITHIN 30 QAYS. VIRGINIA BEACH, VIR~INIA 23452 P 757.431.1002
CL CENTERLINE, CLASS GAS UNE 12~~~ CMP CORRUGAlED METAL PIPE 5. ADDI110NAL t~EASURES TO CONTROL EROSION AND SEDI~IENT MAY 8
co CLEANOUT OVERHEAD ELECTRIC OE iEDIt~ENT MAY BE REQUIRED BY A REPRESENTATIUE OF NCDENR. F 757.431.1032
coNC CONCRETE OVERHEAD TELEPHONE OHT 6. CONC PVMT CONCRETE PAVEMENT A GRADING PLAN MUST BE SUB~IITTED FOR LOT GRADING EXCEEDIN! ADING EXCEEDING ONE ACRE WHICH WAS NOT INCLUDED IN A PREVIOUSLY SITE AREA; 18.06f ACRES
COND cot~ou~T OVERHEAD TELEVISION OHTV APPROVED GRADING PL.AN. ZONING: NM
CONST CONSIRUCT, CONSTRtiCTION crR c~~R UNDERGROUND ELECTRIC - - - - UGE - - - -
CTV CABLE TELEVISION 7. STABILIZATION MEASURES SHALL BE INITIATED AS SOQN AS PRACIIC~ iQN AS PRACIICABLE IN PORTIONS OF TH~ SITE WHERE CONSTRUC110td ACTI~TIES PIN NUMBER: R06400-001-004-000
UNDERGROUND TELEPHONE UGT HAVE TEI~PORARILY OR PERMANENTLY CEASED, BUT IN NO CASE 1~01 06 DEED BOOK UNDERGROUND TELEVISION UGTV THAT PORTION OF THE SIiE IMLL RESUME WITHIN 21 DAYS. IN NO CASE I~ORE THAT 14 DAYS AFTER WORK HAS ~ASED, UNLESS ACTIVITY IN
DI DROP INLET, DUCT)LE IRON DAYS. TAX PARCELS: DB 1560, PG 388
DIA DtAMETER BUILDING DISCH DISCHARGE 8. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ZONING AND LAND USE OF AOJACENT PROPERTY: L BE INSPECTED EVERY 7 DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS
~wc DRAWING DIRECTION OF FLOW ~ 1/2 INqi. DAI~AGED OR INEFFECTiVE DE~CES SHALL BE REPAIRED L BE REPAIRED OR REPLACED AS NECESSARY. NORTH; HM (PETROLEUM TERMINAL)
~s~ of cuee) ~c~ (svo~ ~c.) ~ SOUTH: HM (OIL REFINING)
E EAST GROUND ELEVATION ~.26 7.26 (fDGE Of PAVEJlENT) g. µ~~pND SEED MIX : DUCK POTATO, GIANT BUR REEa, SWEET FLAG, EA EACH SWEET FLAG, HARDSTE~i & GR~EN BULRUSH, SI~ARTWEED, WATER PLANTAIN EAST: HM (TERMINAL ACTIVITIES)
EAP EXPOSED AGGREGATE PAVING CONTOUR (MAJOR) --300- - 3Q0--- BLUE IRIS & ASSORTED SEOGE SEEDS. FOR QPTIMUM GERMINATION ~ GERI~INATION & GROWTH, PLANT DRAWDOWN AREAS ON I~UO FLATS & SATURATED SOILS. WE$T: (CAPE FEAR RIVER)
EL, E~v ELEVATION CONTOUR (MINOR) E~c E~c~ic, E~crnicn~ ~ S 10. ALL SI(~IIS & PAVEMENT ~IARKINGS WITHIN THE RIGHT-OF-WAY SHAL
EMER EMERGENCY MANHOLE U f-OF-WAY SHALL MEET MUTCD (MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES} STANDARDS. BUILDING SETBACKS: REQUIRED PROPOSED
EOP, EP EDGE OF PAVEMENT CATCH BASIN ~ 0 E(~UIP EQUIPMENT 11. FOR PROJECT CONTROL POINTS (CONCRETE MONU~IENTS IN THE ROW FRONT = 50' S0' ~TS IN THE ROW), SEE DRAWING C02
ESI~T EASEMENT INLETS ~ ~ REAR = p a
EW EACH WAY, END WALL EXIST, ex EXISIING DROP INLET (THROAT OPENIN~) i! ? SIDE = 24' 24'
MAXIMUM BUILDING HEIGHT = 96' 96'
fL ROW UNE STORM DRAINAGE STRUCTURE NUMBER 123 F~c FLANGE HEADWALL
FLR FLOOR . STRUCTURE SIZE:
FM FORCE ~IAIN FLARED END SECTION 1. 4BTAIN GRADING EROSION CONTROL PLAN APPROVAL FROM NEI ~ ~ FooT, FEET N TI N X • 2. SET UP AN ON-SITE PRECONSTRUCTION CONFERENCE WITH ER( 3VAL FROM NEW HANOVER COUNTY. DOME = 70' HIGH / 140'~
JU C 0 BO 'ENCE WITH EROSION CONTR~ INSPECTOR OF NEW HANOVER COUNTY, LOADQUT TOWER = 96' HIGH
G GAS LINE, GUTTER 48 HOURS PRIOR TO CONSTRUC110N TO DISCUSS EROSION CON cn GAGE U1ILITY POLE ~ 3. INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, SEDIMENT TRi ~ EROSION CONTROI MEASURES.
cn~ GALLON UGHT POLE o---Q TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLA~ , SEDIMENT TRAPS, TEMPORARY OIVERSION DITCHES, PERMANENT OITCHES, q IMPERVIOUS: IMPERVIOUS AREA TABLE
GALV GALVANIZED GEN GENERATOR SUPPORT POLE o SOME PROPOSED STORM DRAIP'AGE PIPES SHALL BE STUBBED ~HOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. XISTIN6 Ac PRQPOSED Ac _ BE STUBBED INTO EROSION CONTROL DEVICES AS NOTED ON THE PLANS. BUILDINGS/STRUCTURES .35 Ac 1~47 Ac
cPM GALLONS PER MINUTE 4. ONCE THE ABOVE MENTIONED DEVICES HAVE BEEN INSTALLED , EN INSTALLED AND STABUZED TNE CONiRACTOR SHALL BEGIN CONSTRUCTION. PARKING AREAS/ROADWAYS .81 Ac 2.64 Ac
LANDSCAPE LIGHTING # AS CONSTRUCTION PROCEEDS THE CONTRACTOR SHALL INSTAI h HEIGHT UTILITY PEDESTAL ~ ! SHALL INSTALL INLET PRQTEC110N DEVICES AROUND STORM DRAlNA6E STRUCTURE. LAYDOWN STORA6E AREAS ,4
HP HORSEPOWER 5. I~AINTAIN EROSION CONTROL DEVICES AS NEEDED. 1 Ac 7.52 Ac
Hw~r HIGHWAY GUY WIRE r-- 6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. TOTAL ~ ISHED GRADE. 9.57 Ac 11.&~ Ac
io INSIDE DIAMETER BOLLARD a eo~ 7. ALL EROSION CONTROL MEA~IRES SHALL BE CONSTRUCTED IN ~NSTRUCTED IN ACCORDANCE WITH THE NCDENR RE6ULATIONS AND PERCENTAGE 8J% 64.5%
~NV INVERT oMB ANY CITY OF WILMINGTON AND NEW HANOVER COUNTY REQUIRE JUNTY REQUIREIuIENTS.
iP IRON PIPE, IRON PIN MAILBOX IPF IRON PIN FOUND ~ ..r 8. THE CONTRACTOR SHALL OIUGENTLY AND CONTINUOUSLY MAINI VUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMITE AREA TO BE DISTURBED - 14.33 Ac
~R IRON ROD SIGN EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT .OSE CONTACT WITH TNE EROSION INSPECTOR SO THAT PERIODIC
BENCHMARK ~ INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES Of JB JUNCTION BOX ATE STAGES OF CONSTRUCTION. PARKING AREA CALCULATION
TREE LINE PER SEC 19-43(e) OFF STREET PARKING - 1.15 SPACES/EMPLOYEE ON THE SHIFT QF
KW KILOWATTS SHRUB fl THE AVERAGE GREATEST EMPLOYI~ENT.
M METER / / 1.t5 SPACES/EMPLOYEE X 19 EMPLOYEES = 21.85 SPACES REQUIRED
MANUFACTURER EXISTING IRON ROD DIST!'RBED ~EIR D MANUF, MFR 1 ~ l ~ . Mnr~ MATERIAL EXISTiNG IRON ROD p 1. CQNTACT THE NORTH CAROLINA ONE CALL CENTER F 24 SPACES PROPOSED
MAX ~IAXIMUM EI R ,LL CENTER PRIOR TO DOING ANY DIGGING. 1-800-632-4949. 'VAULT HE IS THE BUILDING INDUSTRY CONSULTANT 910 392-8712. CAMA LAND USE CLASSIFICATIQN: CONSERVATION ANO DEVELOPED
Mc~ AIIWON GALLONS PER DAY 2. THE BELL50UTH CONTACT IS STEVE DAYVAULT HE IS MH MANHOI.E PLEASE CONTACT HIM PRIOR TO STATING 1HE PROJf ~ ) IG 1HE PROJECT IN ORDER TO FACIUTATE GOOD COMMUNICATION AND ADJACENT PROPERTY OWNERS:
M~N AIINIMUM MAXIMUM FLEXIBILITY.
MoN MONUA~ENT 3. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: LACEMENT: PETROLEUM FUEL TERMINAL C0. KOCH REFlt~NG C0.
FlNAL GRADE WILL NEED TO BE ESTABLISHED. N NaRTH ABLISHED. 3314 R;VER ROAD 3334 RIVER ROAD
N~cc NNL ANO CAP POWER WILL PLACE THEIR CABLE FIRST - THEY iST - THEY GO IN AT ABOUT 3 FT DEEP. WILMINGTON, NC 28412 WILI~INGTON, NC 28412
BELLSOUTH / CABLE N WILL THEN PLACE THEIR NEC NA710NAL ELECTRIC CODE 4. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTIO PLACE THEIR CABLE AT APPRQX, 2 FT DEEP.
Ncs N~no~w. c~ooEtic su~~er ~ONSTRUCTION ACTIVITY, TREE PROTECTION FENqNG WILL BE THIS PROPERTY LIES IN ZONE A6 AS SHO WN ON ~LOOQ OR GROVES OF TREES AND NO CONSTRUCTION WORKERS, IN5URANCE RATE I~AP - COMMUNITY PANEL NO 7 1
No., ~ Nu~e~a INSTALLED AROUND PROTECTED TREES OR GROVES f NTS NOT TO SCALE TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WI' 3 0 71 001 Q B 'ERMITTED WITHIN THE TREE PROTECTION FENCING; REVISED APRIL 2, 1986. ~
5. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WA' ~HTS-OF-WAY AND FOR DRIVEWAYS ARE TO BE THER~IOPLASTIC
OC ON CENTER AND MEET CITY AND OR NCDOT STANDAROS. OD OUTSIDE DIAMETER AROS. LOCATION Or EXISTING SIRUCTURES BY ~ICKIM & CREED ENGINEERS PA.
6. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRI CONTACT TRAFFIC ENGINEERING (RICHIE BROWN) TO REQUEST '
Pi POINT OF INTERSEC110N INSTALLATION OF TRAFFIC AND STREET NAME SIGNS. PL PROPERTY UNE NAME SIGNS. PROPOSED STREET NAMES MUS7 BE APPROVED PRIOR t~NSTRUCTION AND MATERIALS SHALL BE IN ACCORDAN(~ Wlh{ T}{E CITY OF
PNL Pa~a TO INSTALLATION OF STREET NAME SIGNS. JS. WILMINGTON STANDARDS AND SPEqFlCAT10NS.
PsF PWNDS PER S(~UARE FOOT 7. TRAFFlC CONTROL DEVICES (INCLUDING SIGNS AND P~ PSI PWNDS PER SQ~JARE INqi iIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO PUBLIC TRAFfIC
ARE TO MEET MUTCD MANUAL ON UNIFORM TRAFFIf PVC POLYVINYL CHLORIDE, POINT OF VERTICAL CURVE -ORM TRAFFIC CONTROL DEVICES) STANDAROS. CONTRACT~t IS FU
PvMT PAVEMENT 8. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT FACIUTIES AND EQUIPMENT ARE SHOWN ON THE PLp INEERING AT 341-7888 TO ENSURE THAT ALL TRAFFlC SIGNAL LLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTIN6 ON TH P A UTILIIIES FROM THE APPROPRIATE PARTIES PRIOR T4 CONSTUCTION. E L N. ADD A NOTE TO CALL TRAFFlC ENGINEERING AT
an, ouaN QUANTITY 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCi TO ANY EXCAVATION IN THE RIGHT OF WAY. N
RCCP REINFORCED CONCRETE CYl1NDER PIPE 9. ANY BROKEN OR MISSING SIDEWALK PANELS WILL BE IELS WILL BE REP CO TRACTOR IS RESPONSIBLE FOR PLAqNG BARRICADES, USING fLAGMEN, ETC. AS LACED.
RcM RECLAIMED WAiER MAIN 10. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS S ~ DISCUSS STREET LIGHIING OPTIONS. NECESSARY TO INSURE SAFETI( TO THE PUBLIC.
RcP REINFORCED CONCRETE PIPE 11. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON C VILMINGTON CROSS CONNECTION CONTROL REQUIREMENTS. WATER All PAVEI~ENT CUTS, CONCRETE OR ASPH ALT, ARE TO BE REPLACED ACCORDING
RED REDUCER METER{S) CANNOT BE RELEASED UNTIL ALL REQUIREM REF REFERENCE ~LL REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR FINAL TO THE qTY OF IMLI~IN~TON STANDARDS.
REINF REINFORCED, REINFORCING APPROVAL. CAL~ 343-3910 FOR INFORMATION. ~IAT10N. R FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR THIS SHORIN6 WILL BE ACCORDING TO OSHA TRENCHING STANDAROS PART 1926
REQ'~ REQUIRED 11. IF THE CONTRACTOR DESIRES CITY WATER FOR CONS' REV REV~sioN SERVICE AND MUST PROVIDE A REDUCED PRESSURE i PRESSURE ZONE (RPZ} BACKFLOW PREVENTION DENICE ON THE SUBPART P, OR AS A~IENDED.
ROW, R/W RIGHT OF WAY ' BOX.
RT RIGHT DEVE~OPER'S SIDE OF THE WATER METER BOX. Ru REUSE WATER MAIN 12. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SI ITY WATER SHALL COMPLY WITH THE qTYS CROSS CONNECTI4N NO TREES SHOULD BE PLANIED OVER WATER t~AINS AND SANITARY SEWER MAINS
RW RAW WATER CONIROL REGULATIONS. CALL 343-3910 FOR INFOR~ ) FOR INFORMATION. OR YMIHIN RIGHTS OF WAY.
s soun~ 13. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY T ;QUIRED BY THE CITY WILL NEED TO BE ON THE LIST OF APPROVED
saN SANITARY DEVICES BY USCFCCCHR OR ASSE. ING:
SCHED SqiEDULE 14. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPE SD STORM DRAIN V AREAS OPEN TO PUBUC TRAFFIC WILL MEET MUTCD (MANUAL ON 1HE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND ~IAINTAIN AI~PLE MEAN S AND
S.F. SQUARE FEET UNIFOR~I TRAFFIC CaNTROL DEVICES) STANDARDS. ARDS. EQl1~lENT IMTH MIHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL o
SNT SHEET SR STATE ROUTE WAIER ENTERING THE EXCAUATION OR OTHER PARTS OF THE 1NORK. ALL
STA STATION IXCAVATIONS NUST BE KEPT DRY UNTIL SUCH T1ME AS PIPE LAYING AND GRADING
STD STANDARD S/W SIDEWALK IS CO~IPLE~ AND S1RUCIURES TO BE BUILT THEREIN ARE COMPLETE. FF ~ 28
2 NO WAIER SHALL BE ALLOWED TO RISE AROUND TNE PIPE IN UNBACKFILLED ~EN ~aS ~11q^, R. w
TELE, TEL TELEPHONE TOB TOP OF BANK 'If2EENCHES NOR SHALL IT BE ALL4WED TQ RISE OVER I~ASONRY UN11L THE CONCRETE as~,o qrER
tos TOE OF SLOPE 1. PROJECT SHALL COMPLY WITH CITY OF WILI~INGTON CR( OR ~IORTAR HAS SET (I~INIMUM 24 HOURS . ALL WATER P Sr~qMWQ~'4~~ .I~INGTON CROSS CONNEC110N CONTROL REQUIRE~IENTS. WATER METER S ) UMPED OR DRAINED FROM A~ ~Y ( ) Re
rns TURN POINT SET CANNOT BE SET AND ACTIVATED UNTIL ALL REQUlREMEP TS & V TAPPING SLEEVE dc VALVE THE SITE SHALL BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION ~k _ REQUlREMENTS ARE MET. CALL 343-3910 FOR INFORMATION.
TYP TYPICAL 2. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTR FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR THIS SERVICE ~D EROSIQN TO ADJACENT PROPERTY QR OTHER CONSTRUCTION.
ANO MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) ZONE (RPZ) BACKFLOW PREVENTION OEVICE QN THE DEVELOPER'S 510E
u~ UNDERWRITERS LAB OF THE WATER METER BOX. uNO UNLESS NO1ED OTHERWISE 3. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATIOP NY IRRIGATION SYSTEMS SUPPLIED BY CITY WATER SHALL HAVE A BACKFLOW
;ITY AND APPROVED BY USCFCCCHR OR ASSE. CALL 343-3910 FOR INFORMATION.
v vo~r PREVENTION DEVICE ACCEPTABLE TO THE CITY AND APf ~ vc dllRiflE~ CLRY 4. WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERV HYLENE SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH ~ PROVIDE STREET SIGNS PER THE CITY OF WILMINGTON REQUIREMENTS
t° VERT VERTiCAL g N0. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE ) THE ENTIRE LENGTH AND STRAPPED TO THE PIPES WITH DUCT TAPE. THE INSULATED
VOL VOLUME ~ WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED VD SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE AT ALL ~ E Q~~~~~ A C T O R S H A L L MAINTAIN EACH STREAM, CREFi( OR BACKWATER C STATE AND SHALL REMOVE FROM THE H HANNELIN AN UNOBSIRUCTED
a W y~pTM FIRE HYDRANTS AND WATER METER BOXES TO AID IN FI ~ w/ w~~ TO AID IN FUTURE LOCATION QF FACILITIES, C ANNEL AND BANKS OF THE STREA~I ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER AOCl11YILATIONS.
~ WM WATER METER, WATER MAIN
~ Wp WATERPROOF, WEATHERPROOf $ 1NSL WATER SERVICE LINE
m WV WATER VALVE
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~ r N ermina x ansion DESIGNED CJg/KAS NA
448 Vikin9 Drive, Suite 100 ~ `ver oa CHECKED WJE VERTICAL:
~ Aw Vrginia Beach, Vrginia 23452 ` 02/15/05 Phone: [phone], Fax: [phone] ~ PROJ. MGR. KAS NA
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a tiuaRr a~r~cv su~rtrnL 01/26/05 M~02667 EB0006691 i r A mc s~ru ,,,,o/o, i min on 7 STATUS: .m~.nary Des~~n
° ~v.ta. oESCRPno?+s oATE www.mckimcreed.com Prel~ :B:j 9
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