20170905 Ver 2_401 Application_20180504

Action History (UTC -05:00) Eastern Time (US & Canada)
Submit by Anonymous User 5/3/2018 11:10:58 PM (Start Event)
Accept by Montalvo, Sheri A 5/4/2018 11:20:38 AM (Non DOT Initial Review)
• The task was assigned to Montalvo, Sheri A. The due date is: May 8, 2018 5:00 PM
5/3/2018 11:12 PM

DWR
Division of water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
January 31, 2018 Ver 2.3
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E -PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs.deq.nc.govMaterResources/0/edocl6247041PCN%20Help%20File%202018-1-30.pdf
A. Processing Information
County (or Counties) where the project is located:*
Alamance
Is this project a public transportation project?*
f Yes f• No
This is any publicly funded by nunicipal,state or federal funds road, rail, airport transportation project.
1a. Type (s) of approval sought from the Corps:*
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?*
IJ Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
This form may be Corps to initiate the standard/individual permit process. Please contact your Corps representative for submittal of standard permits.
All required items that are not provided in the E -PCN and be added to the miscellaneous upload located at the bottom of this form.
Nationwide Permit (NWP) Number: 39 - Commercial/Institutional Developments
NWP Number Other:
List all IWV nurrbers you are applying for not on the drop down list.
1c. Type(s) of approval sought from the DWR:*
check all that apply
IJ 401 Water Quality Certification - Regular r 401 Water Quality Certification - Express
F Non -404 Jurisdictional General Permit IJ Riparian Buffer Authorization
r Individual Permit
*
1d. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
O Yes O No
For the record only for Corps Permit: O Yes O No

le. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
If so, attach the acceptance letter from mitigation bank or in -lieu fee program
f Yes C No
1f. Is the project located in anyof NC's twentycoastal counties?*
r Yes C No
1h. Is the project located in a designated trout watershed?*
f Yes f• No
Link to trout information: http://vmw.saw.usace.army.mil/Missions/Regulatory-Permit-ProgranVAgency-Coordination/Trout.aspx
B. Applicant Information
1a. Who is the Primary Contact?*
Wyatt Brown
1b. Primary Contact Email:*
[e-mail]
1c. Primary Contact Phone:*
(xxx)xxx-xxxx
[phone]
1d. Who is applying for the permit?
❑ Owner r Applicant (other than owner) rJ Agent/Consultant
(Check all that apply)
2. Owner Information
2a. Name(s) on recorded deed:
1-40 Drive In LLC
2b. Deed book and page no.:
3643/0645
2c. Responsible party:
(for Corporations)
Chuck Talley
2d. Address
Street Address
PO Box 82
Address Line 2
City
Graham
Fbstal / Zip Code
27253
2e. Telephone Number:
(xxx)xxx-xxxx
2f. Fax Number:
(xxx)xxx-xxxx
2g. Email Address:*
chucktalley2l @hotmail.com
4. Agent/Consultant (if applicable)
4a. Name:
Wyatt Brown
State/ Province/ Fbgion
NC
Country
Alamance

4b. Business Name:
(if applicable)
4c. Address
Street Address
242 Batten Farm Road
Address Line 2
qty
Selma
Postal / Zip (ode
27576
4d. Telephone Number:
[phone]
(XXX)XXX-XXXX
4e. Fax Number:
(XXX)XXX-XXXX
4f. Email Address:*
[e-mail]
State / Province/ Fbgion
NC
Country
Johnston
Agent Authorization Letter*
Pease provide the Agent Authorization Letter if you are subrritting this docunent.
Agent letter signed.pdf 15.03KB
RLE TYP=MJST BE PDF
...................................................................
C. Project Information and Prior Project History
1. Project Information
1a. Name of project:*
Graham Drive In
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:*
Graham
1d. Driving directions*
f it is a new project and can riot easily be found in a CPS mapping system Pease provide directions.
Kronbergs Ct, behind truck stop, off 1-40 east
2. Project Identification
2a. Property Identification Number:
(tax PN or parcel ID)
173630
2b. Property size:
(in acres)
34.88
2c. Project Address

Street Address
Kronbergs Ct
Address Line 2
City
State/ Province/ Region
Graham
NC
Postal / Zip Code
Country
27253
Alamance
2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as
appropriate, based on how the location was determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to
map coordinates to 5 or 6 digits after the decimal place.)
Latitude:* Longitude:*
36.0707 -79.3471
ex: 34.208504 -77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Back Creek
3b. Water Resources Classification of nearest receiving water:*
WS -V: NSW
Surface Water Lookup
3c. What river basin(s) is your project located in?*
Cape Fear
River Basin Lookup
4. Project Description
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Existing conditions is mowed fescue grass with some wooded areas. The project site is located in a commercial
area off 1-40 with truck stops and manufacturing.
4b. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for
DWR)
(]ick the upload button or drag and drop files here to attach docurrent
Quad sheet.pdf 713.47KB
File type mist be pdf
4c. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site.
(for DWR)
(]ick the upload button or drag and drop files here to attach docurrent
soil map with lines.pdf 2.06MB
File type mist be pdf
4d. List the total estimated acreage of all existing wetlands on the property:
-2.3 acres
4e. List the total estimated linear feet of all existing streams on the property:
(intermittent and perennial)
-3100 ft
4f. Explain the purpose of the proposed project:*
To construct an out door drive in theater with -5 screens, also provide RV over night parking.
4g. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*

The drive in will use eAsting topo on the cleared land with minimal grading, the wooded areas will be left mostly
intact. The RV park will utilize ebsting topo in the cleared areas with little grading. Area will be stabilized quickly
after grading, very little tree removal is planned. Track hoe with a thumb to install crossings.
4h. Please upload project drawings for the proposed project.
Click the upload button or drag and drop files here to attach docurrent
2018-03-28 Graham Drive In—Entrance Move_Revised1.pdf 3.99MB
File type mist be pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
G Yes r No r Unknown
Comments:
5b. If the Corps made ajurisdictional determination, what type of determination was made?*
F Preliminary r Approved r Unknown r N/A
Corps AID Number:
Exarrple: SAW -2017-99999
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Headwater Environmental, Brown's Environmental
Group, Inc
5d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
David Bailey April 10, 2018 Brown's Environmental Group, Inc
5d1. Jurisdictional determination upload
Click the upload button or drag and drop files here to attach docurrent
File type mist be FDF
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?
f Yes C No r Unknown
7. Future Project Plans
7a. Is this a phased project?*
t' Yes C No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the
proposed project or related activity? This includes other separate and distant crossing for linear projects that require Department of the
Army authorization but don't require pre -construction notification.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands V Streams -tributaries V Buffers
r- Open Waters r- Pond Construction
2. Wetland Impacts

If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
.... ....... ... ..... .....
2a. Site # - Reason for impact* 2b. Impact type * 2c. Type of wetland*
Road fill, wetland A
P
Unknown
Nhp label (e.g. Road Grossing 1 - Qalvert,
Permanent (P) or
Forested*
dewatering, etc)
Tenporary (T)
Wetland A
Culvert crossing, Wetland C
P
Unknown
Nhp label (e.g. Fbad Grossing 1 - Qalvert,
Permanent (P) or
(404, 10) or DAR (401,
dewatering, etc)
Terrporary (T)
S1
Culvert crossing, Wetland
P
Unknown
AA
Permanent (F) or
0.015
Nhp label (e.g. Road Grossing 1 - Qalvert,
Terrporary m
(404, 10) or DAR (401,
dewatering, etc)
Pernanent (P) or
Road fill, Wetland D
P
Unknown
Nhp label (e.g. Fbad Grossing 1 - Qalvert,
Permanent (F) or
0.025
dewatering, etc)
Terrporary (T)
(404, 10) or DAR (401,
2g. Total Temporary Wetland Impact
0.000
2g. Total Permanent Wetland Impact
0.098
2g. Total Wetland Impact
0.098
2h. Comments:
2d. Wetland name
*2e.
2f. Type of
2g. Impact
Stream name*
Forested*
Jurisdicition*
area*
Wetland A
No
Both
0.020
Type*
(404, 10) or DAR (401,
(acres)
length*
S1
other)
P
Wetland C
Yes
Both
0.015
5
68 3
(404, 10) or DAR (401,
(acres)
Pernanent (P) or
ot)er)
Perennial (Pff� or
Wetland AA
Yes
Both
0.025
1)
Tenporary (T)
(404, 10) or DAR (401,
(acres)
intermttent (INT)
other)
0
Wetland D No Both 0.038
(404, 10) or DAR (401, (acres)
other)
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites
impacted.
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
103
3i. Total temporary stream impacts:
40
3i. Total stream and tributary impacts:
3a. Reason for impact*3b.lmpact
3c. Type of impact*3d.
Stream name*
3e. Stream
3f. Type of
3g. Stream 3h. Impact s
type*
Type*
Jurisdiction*
width*
length*
S1
Crossing 1
P
Culvert
UT Back Creek (A)
Perennial
Both
5
68 3
Nbp label (e.g. Road Grossing
Pernanent (P) or
Perennial (Pff� or
Average
(linear feet) 4
1)
Tenporary (T)
intermttent (INT)
(feet)
0
S2
Crossing 2
P
Culvert
UT Back Creek (A)
Perennial
Both
3
35 1
Nap label (e.g. Fbad Grossing
Pernanent (Fj or
Perennial (Pff� or
Average
(linear feet) 0
1)
Temporary (T)
intermittent (INT)
(feet)
5
S3
Crossing 1
T
Excavation
UT Back Creek (A)
Perennial
Both
5
20 1
Nhp label (e.g. Road Grossing
Permanent (P) or
Perennial (FHS or
Average
(linear feet) 0
1)
Tenporary (T)
intermittent (INT)
(feet)
0
S4
Crossing 2
T
Excavation
UT Back Creek (A)
Perennial
Both
3
20 6
Nbp label (e.g. Fbad Grossing
Ferrranent (Frj or
Perennial (PEF� or
Average
(linear feet) 0
1)
Tenporary (T)
internittent (INT)
(feet)
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
103
3i. Total temporary stream impacts:
40
3i. Total stream and tributary impacts:

143
3j. Comments:
6. Buffer Impacts (for DWR)
If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts below
6a. Project is in which protect basin(s)?*
Check all that appy.
F Neuse r Tar -Pamlico
F Catawba r Randleman
r- Goose Creek IJ Jordan Lake
r- Other
6b. Impact Type *
6c. Per or
6d. Stream name*
6e. Buffer mitigation
6f. Zone 1
6g. Zone 2
Temp*
required?*
impact*
impact*
Crossing 1, allowable
P
UT Back Creek (A)
No
4,130
2,340
Location and Bxempt, Allowable, allowable w/
Permanent (P) or
(square feet)
(square feet)
mtigation
Tenporary (T)
Crossing 2, allowable
P
UT Back Creek (A)
No
0
3,848
Location and Bcenpt, Allowable, allowable w/
F2rnanent (P) or
(square feet)
(square feet)
mtigoon
Temporary (T)
Crossing 3, allowable
P
UT Back Creek(A)
No
745
1,193
Location and Exenpt, Allowable, allowable w/
Fbrrrenent (F) or
(square feet)
(square feet)
rritigoon
Temporary (T)
Crossing 1, allowable
T
UT Back Creek (A)
No
400
400
Location and Exenpt, Allowable, allowable w/
Remanent (F7 or
(square feet)
(square feet)
nitigadon
Temporary (T)
Crossing 2, allowable
T
UT Back Creek (A)
No
200
200
Location and Exempt, Allowable, allowable w/
Permanent (P) or
(square feet)
(square feet)
rr tiga6on
Temporary (T)
Crossing 3, allowable
T
UT Back Creek (A)
No
200
200
Location and Bxenpt, Allowable, allowable w/
Permanent (P) or
(square feet)
(square feet)
mitigation
Temporary (T)
6h. Total buffer impacts:
Zone 1 Zone 2
Temporary impacts: 800.00 800.00
Zone 1 Zone 2
Permanent impacts: 4,875.00 7,381.00
Zone 1 Zone 2
Total buffer impacts: 5,675.00 8,181.00
6i. Comments:
Supporting Documentation - i.e. Impact Maps, Plan Sheet, etc.
Click the upload button or drag and drop files here to attach document
2018-03-28 Graham Drive In—Entrance Move_Revisedl.pdf 3.99MB
File mast be FDF
E. Impact Justification and Mitigation

1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:*
Embed rip rap to minimize permanent impact, road crossings as narrow as possible to still meet safety standards,
streams crossed perpendicular as possible
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:*
Track how will embed riprap, clearing limits will be at minimum, disturbed area will be stabilized with a ground cover
quickly after disturbance, no work in periods of high stream flows
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
f Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
less than the minimum thresholds for mitigation for impacts
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
*** Recent changes to the stormwater rules have required updates to this section .***
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection
Rules?
O Yes r No
1b. All buffer impacts and high ground impacts require diffuse flow or other form of stormwater treatment. If the project is subject to a
state implemented riparian buffer protection program, include a plan that fully documents how diffuse flow will be maintained.
All Stormwater Control Measures (SCM)s must be designed in accordance with the NC Stormwater Design Manual. Associated
supplement forms and other documentation shall be provided.
What type of SCM are you providing?
Level Spreader
Vegetated Conveyance (lower SFIWT)
r Wetland Swale (higher SHWT)
r Other SCM that removes minimum 30% nitrogen
(check all that apply)
For a list of options to meet the diffuse flow requirements, click here.
Diff us Flow Documentation
Click the upload button or drag and drop files here to attach docurrent
File type mist be RDF
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?*
r Yes
r No
To look up low density requirement click here 15A NCAC 02H.1003(2).
G. Supplementary Information
1. Environmental Documentation

1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
f Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or
DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B.0200)?
f Yes r No
2b. Is this an after -the -fact permit application?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact
nearby downstream water quality?*
f Yes r No
3b. If you answered "no," provide a short narrative description.
Due to the project location of interstate highway, eAsting business, there is very little available property in this
area, the project area will be provided with a permanent ground cover and that ground cover will be maintained.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
f Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
f Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
f Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
f Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
f Yes r No
Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers,
mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Natural Heritage Program
6. Essential Fish Habitat (Corps Requirement)

6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
f Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
http://vmw.habitat.noaa.gov/protection/efh/habitatmapper.html
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural
preservation status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)?*
r Yes F No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
Dept. Cultural Resources, Historic Preservation Office
7c. Historic or Prehistoric Information Upload
Click the upload button or drag and drop files here to attach docurrent
File must be FDF
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r Yes G No
8c. What source(s) did you use to make the floodplain determination?*
Flood map 3710888400K
Miscellaneous
Miscellaneous attachments not previously requested.
(lick the upload button or drag and drop files here to attach docurrent
File must be FDF or ME
Signature
W By checking the box and signing below, I certify that:
■ I have given true, accurate, and complete information on this form;
■ I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act');
■ I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act');
■ I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
■ I intend to electronically sign and submit the PCN form.
Full Name:*
Wyatt Brown
Signature
W'. ff AdG
Initial Review

Is this project a public transportation project?*(?
f Yes r No
Change only i needed.
Has this project met the requirements for acceptance in to the review process?
r Yes
f No
BIMS # Assigned
20170905
Version#*
2
Reviewing Office*
Winston-Salem Regional Office - [phone]
Select Project Reviewer*
Sue Homewood:eads\slhomewood
Is a payment required for this project?*
f No payment required
f Fee received
r Fee needed - send electronic notification
What amout is owed?*
G $240.00
f $570.00

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Scale 1:20000

I-40 Drive+
PO Box N?_
Graham, NC ?1&55
July 19, 2017
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Mr. David Bailey,
Re: 1-40 Drive -In
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon
the property herein described for the purposes of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of
the Clean Water Ad and/or Section 10 of the Rivers and Harbors Act of 1899.
Also, Mr Wyatt Brown of Brown's Environmental Group, Inc has my permission to act as my agent on
this property concerning wetlands and streams.
Kind
regards,
Will rm`
William G. Taa
lley
f*
President

PARCEL DATA MINIMUM BUILDING 5ETBACK5
Alamance County Tax Information: Per City of Graham Zoning Ordinance Section 10.245
Parcels Included in this Project: City of Graham Zoning: I-1 Light Industrial
Parcel I : Front setback - 50'
GPIN: 889474298 1 Side Setback - 20'
Parcel ID: 152970 Rear Setback - 20'
Old Tax Map No.: 13-13-2
Property Address: Kronberg5 Court, Haw River, NC
Plat Reference: PB 78 PG 7 1
Deed Reference: DB 427 PG 139
City of Graham Zoning: I-1 Light Industrial
51TE DATA:
Ex15ting Use: Vacant
Proposed Use: Drive In Movie Theater
Ace55ory Use: Campground
Total Property Area: 34.88 Acres f (Per PB 78, PG 7 I
Exl5ting Building Area: 0 5f.
Proposed Building Area: 4,2 1 G 5f.
Proposed Impervious Surface: less than 13.5 Acres
Note: Construction drawings to be prepared upon permitting
and PCN Submittal.
Flood Plain Note:
A portion of this property has been mapped on FIRM Map No.
37 1 0889400J, CID No. 370283, Panel 8894 Suffix J, as Zone AE,
having coverage for the 100 year flood plain. No fill or permanent
structures are proposed within the 100 year flood plain.
Additional Borrow / Waste Note:
If the same person conducts the land -disturbing activity and any related borrow or waste
activity, the related borrow or waste activity shall constitute part of the land -disturbing
activity unless the borrow or waste activity Is regulated by the Division of 5o11d Waste
Management. It the land -disturbing activity and any related borrow or waste activity are
not conducted by the same person, they shall be considered separate land cilsturbing
activities and and must be permitted either through the 5edimentatlon and Pollution
Control Act as a one -use -borrow site or through the Mining Act.
CONTRACTORS NOTE5:If
1. The contractor shall verify the location of all existing utilities prior to beginning construction.
Locations of existing utilities shown on the plan are based on the best available Information,
but can only be considered approximate.
2. The City of Graham shall review and approve construction drawings
prior to construction. Any conflicts should be reported to the project engineer immediately
for review prior to beginning construction. It shall be the owner's responslblllty to obtain all requll
approvals and permits from agencies governing this work prior to any construction.
3. It shall be the responsibility of the owner to obtain all applicable permits, complete testing, and
Inspections, and proper certification that the proposed construction was Installed in accordance
with the approved plans and Specifications.
4. All underground utilities are to be installed and tested prior to the placement of any base course-
Stone,
ourseStone, concrete, or pavement.
5. Any fill material imported into or exported from the site Shall originate from or be
disposed of at a properly permitted location. All Structural fill material and bearing soils Shall
be tested and certified by the project geotechnical engineer.
I
60. 17bo�
ub,�� gs co
as per p R/I of �1
9: 4>
(gsphayv
oo
Property of /
Grace Rich
P.B. 33, Pg. 1 (5
'2
u
Recombination Plat I 1
Prepared for
SpeedCo, Inc. z
P.B. GG, Pg. 270
0
W
�! W
N
� O
c9
Blue Beacon International, Inc.
D. E3. 1 12 1, Pg, 27 1, D. 5. 1 12 1, Pg. 277 N
D.B. 1 12 1 , Pg. 283, P.B. 59, Pg. G4
Notes:
I . All construction methods and materials Shall conform to the City of Graham Standard
5pecification5 $ Details and the NC Plumbing Code.
2. Boundary, existing feature, and topographic Information Including located wetland areas as flagged In
the field provided by a survey prepared by Boswell Surveyors, Inc. Burlington, North Carolina.
3. Ex15ting Conditions are Shown based on field surveys and best available record. Any discrepancies
Shall be reported to the engineer Immediately.
4. 5anitary Sewer Service Is being requested via a tIe to existing City of Graham 5anitary
Sewer Main.
5. Water Service 15 being requested via a tie to existing City of Graham Water Main.
G. Exact size and location of all applicable utilities and easements to be field verified prior
to construction.
7. Contact the project engineer Immediately with any conflicts regarding the design or construction of
the project. All field adjustments Shall be verified by the project engineer prior to construction.
8. Construction and location of sidewalk, slopes, lanclings, approaches, ramps, and accessible routes
Shall be In accordance with the AN51 2009 Handicap code or latest Accessiblllty Code revision.
9. Contractor shall contact project engineer to observe formwork for Site curb, concrete sidewalks, and
other Items as well as string lines or other controls prior to the placement of concrete, setting base
course Stone, or the placement of asphalt.
10. Compaction of fill materials, approval of residual 5ubgrade, 5011 proof rolls, stone placement, and/or
other materials testing functions shall be in accordance with the project geotechnical engineer's
guidance, specifications, recommendations, and testing standards.
Plan Prepared for:
1-40 Drive -In
P.O. Box 872
Graham, NC 27253
Contact: 336-229-4225
51te 5o115 CI3551flcation:
Uncla551fled. Cla551fication of near surface 50115 Shall be made per
Owner's geotechnical engineering recommendations based on the
evaluation of exposed 5ubgrade 50115.
Burnt Shops, Inc.
\
D. D. 427, Pg. 13 9
a
14.25 Acres ± NIP \
p r
Remaining
P 1 ID:
152970
In
arce
o
Existing Iron Pipe (EIP)
•
NIP
/
Property Line
CROSSING #2
Adjoiner's Property Line
—••—••—
Right of Way line
*
3,848 sf. Buffer Affected
♦
PK Nail (Found)
♦
PK Nail (Set)
34.6 If. Stream Channel Affected
Right of Way Monument
H
Overhead Utility Lines
—o
Total 6,470 5f.± disturbance In Buffer.
*
Light Pole
@
Sanitary Sewer Manhole
Temporary Impact: 4005f
W
tkO
TEMPORARY IMPACTS
20' 20' downstream
O
"")
�.
x end of proposed
culvert
ti
'ori
x
W
May N o
M
TWIN 30" RCP CULVERT
76 If. @ I .97%
NV. IN 5 1 6.5 INV. OUT 51 5
(Abandon and replace exst. culvert 4 1.41f.)
i
Embed riprap to below existlnq streambed
(ul
elevation to avoid Impact to existing channel
d o
J
Ov
�
S ��° 16'25 E 3
ro 69.88
I " EIP Control Cornereank / y
Northing: 845052.431 7 Us. Ft. �\ \\ NIP .�
pray
Fasting: 1896602.9687 Us. Ft. n
NAD83(20 1 1)
K
�GralE�Iev�:
t) �y /
nv:54G.19'
Exst. SSMH w I
Top: 537.22' East. CB �/ III I Ilff✓1RA� e Fa S 1C"
Grate Elevl:
Inv. In: 530.27 551 .07
Inv.Out: 530.22' Inv: 546.34 e lad re C1 I /, 4
Line Table
Line BearingDistance
L1 N 73'36'03" W 63.95'
L2 N 20'49'17" W 149.79'
Curve Table
Curve Chord BearingChord Radius Length
C1 S 57'47'14" E 397.58' 610.84' 404.96'
C2 N 80'57' 11 " W 444.29' 1445.24' 446.05'
\ J
Property of
Melville Plastics, Inc.
P.B. 44, Pg. I 6
CULVERT #3 (ENTERS BUFFER)
745 sf. Zone 2 Buffer Affected
1, 193 sf. Zone Buffer Affected
0 If. Stream Channel Affected
Total 1 ,938 sf.± disturbance in Buffer.
Temporary Impact: 4005f
TEMPORARY IMPACTS
20' x 20' at downstream end of proposed
culvert
GRAHAM DRIVE IN
PIN: 8894742981
PRJ: 1-16-1035
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Interstate 40
NTS Vicinity Map
Lot One
Property of
Melville Plastics, Inc.
P.B. 57, Pg. 137
IMPACT LEGEND
WETLAND IMPACT
® BUFFER IMPACT
1 � NJP I EIP
(Tie) o / I
PACT C S 76.4g,
I I I( 8 E
ROP SED
III 4etia ds Area 412 3
2, 8 Sq. Pt. ± 50',5E�
I W Hands rea "D" I CK \ os J N
ffec d I 'c 53 Sq. Ft. _ o \ \ CROSSING #
I / Typical cation of dramage y 6 j C 2 3 Soy I 2,340 sf. Zone 2 Buffer Affected /
feat es ` hF ° creta e O / ~ 4,130 sf. Zone I Buffer Affected
\ Quate / I 68 If. Stream Channel Affected
IIII he are north of s branch N I G0, age ` Total 6,470 sf.± disturbance in Buffer.
/ II not e disturbed as part,6f \ X 2-
Xg,Th Temporary Impact:800sf / Gj
/ Il t Is prod ct and will be ocle. N� !0'X 5•, Pad 0
the is of lsturbanc 1v5/0'str h r X8'Th TEMPORARY IMPACTS t J+
Dig. Bank/ i eam b er p!'�ach pa Co C. Cv / - ^ 20 x 20 each end of proposed
p' \ ai N . IMPACTS culvert / 0G
n / / g0 /
h.
PROPOSED NEW CULVERT TO REPLACE EXISTING � 5'
Pi j"^
/ 5 4. o' .� e/ Wetlands Area "AA" TWIN 42" RCP CULVERT, 68 LF @ 1 .47%
x . cis„ / I TSs� O OI Sq. Ft. ± INV. IN 497.5 INV. OUT 496.5 G�
^h0 3 e af! !,e r I )/ / any; S� LIQ 50 \ �/ Wetlands Area "AA" /
hh PACTS I / /r \\ r �'`� Srp'�b88�'J Sin, / /�/I I Affected O I Sq. Ft. ± Embed riprap to below existing streambed
/ rte,// \ �v\ eam \ DOWN STREAM WETLAND FEEDING PIPE elevation to avoid impact to existing channel
/ �PROPOSIED J / % , \ I 801f. 8" PVC 5DK-35 or equivalent slope Y /
h / Wetlands rea "BI / / '/
*' 18,303 5LI. Ft./± / — \� o at existing grade through the embankment.
� 3/4" EIP_'
•V� ' � \S . F . �+ e A / O/ � s � �s\�s sosF oscA' _- -, ��/ t- s_ � � � } , �Z
Exst. G I 1 �� II a�" t� 6 I �PI ±v� NXst S �> sic V A A %, ,�. 50's 497 — U. 4%' 5» i / \ S� c
Grate Ell:I I I II To Rh / \?y \ i " buff, E 1 \ / / / / m
551. I \ I I I \ \ i �� �E mer -7 / 'I I I
In 546.89' I 0
V � II \ I 1 00,9 9 / >v �u nj' / / � / �/ s;�� \ ",,I' ��/ � l jos SOSSMH� �;�So, S� \ � TI �I P — / �� � / / I
Exst.B \�\I\I \ \ ( ` / �98 }y / �/ / 7 5,8� /nv. ! s.ol, cK \ — 9.50' I o
Grate E V.:V. Out. 417.09, \ \ Ota/ I I ~
\ \ I
552.87'
nv: 548.12' �� — /
5 a \(� \\\ �\ \ \\ \ / J / .24' 1 11 EIP
0 111 EIP
495 I
win497 96 / / O R ` ` 5` ,
WilcoHess LLC 7 f , y O \ � 449
I N I -) �` \ r0 / / / / / 1 / / '523 ( / I •\ \ \ \ O �\ 114V.49
' I ^ II'l�` \' z o 1 T -PUTT I / J I I 1 \ \ \ os \ \��
AED. B. 15 2 2, PJ' 194 523 R� ose d Se er O so
499—
`
I
P.
E3. 5 3, P 73 I w-5� °22
g ' # LO
rn I//// l —J. \�� \ \ \ \ \ — sl— / i I
\ \ .— — / o
IIII // _ I 24' D AI LE EDGE (�f — \\ — �_ 55°9– — , O O O )O \ �� sob s SS/ I
c1qU,
IIII I / �. \ \ \ , \ \ \ \ VEL,
a
IMPACTS O
PROPOSED IIII 8_ .l
Wetlands Area "A" — \ Q
512 / 0 O O
888 Sq. Ft. ±
Wetlands Area ..A.. � 11 III 535 x �
Affected 888 Sq. Ft. ± w I III — �5 j 533 y / I I / / — / �\ \ \� O 4 O�CN
Contributing Off-site Drainage Area: — — 5 �( I �_
Intercept Runoff from Pilot Truck5top with IIII IIII IIII II y' -- \ 3/ ` ` \ / / w
Diversion / Permanent Swale 3H: I V
5ideslopes 4' bottom width with NAG 575 II III II — —� y I \ \ , \ \ O l I I
or equivalent Liner for 445 I / S3oi9`\ • \/ \ \ O \ O O / / (n
Bed sloe 3%, Factor of Safety 1 .3 5 \\ \ r
P Y I / � Y � Prd osed SCM
2� � . ••�' � _-�8 � \ \ \ \ � • o / �, /
A \ o F
III
J�
ExSt. CB II/I II/I /Ill � �� • � ��� "�`\ �� ��� �titi � ��cPe � / , � � �/ J � , — _ — — —�— \ \$%2 \\\� \ 1\ � /) ,� — O // ��� .
Grate — / /
In
v: 547.9 ' IIII IIII / �/� , — \ , —�_ °13 \\\\ \ \ \ O ° / (0 I
Ex5t. CB IIII / //'/ — _ — {4 \\\ \ \ � l � J
Grate Elev.: 552.63' 1II II \ \� 1 I \ c ' S2,, / / / \ \y s/s I \ \\ O o / Cv QIP
Inv: 547.83' 1// /IIII \ \ \ \ \ \ _ / / / ` �\ \ e�
/S 41 °31 '08" W
l \ \\ \\ \ 9 \\ \ \ NO IMPACTS
c \ �// �(\ PROPOSE
/ J/ �+ — `523_ \ / �� 1 / \ \ \ I\ \ \
o /
\ \\� \ SS \ — — \ \ \ \ \ Wetlands Area '1515
235.69'
"EIP — — - 525 a \ \ \ \ " / /// / e0`��
\ \ _ PIPE 1, YSTXM �� / ( \ \ \ s;'\ _ — \ \\ \ 3335 Sq. Ft.
Contr ` `5�26�f� 1 2I 2 IPE /--{�� 50 SETBAL 52a
Corners \ _ _ \ \ \ \ \ _ — — — 25 \ \ \�
\ — \ \ \ \ ` — — 4�0 If.520T \ \ +— \�=s z � \ V
Northing: 8443 I� _ — — — \ \ \ _ _ — / s / / V
\ \ \ \ APPROX.' LOCATION OF \
Eastln 8964 s4sr4s 544 \F \ sa \ \ \ — — — — —sea. \ � — — — — \ — e \ � s 529 \R y on\eri% \ \ \ / \�'CO
g' \Sa3' Sae — \ \ \ \ —sz9� \ M nurent — — \ E STING HIGHWAY s lo� \ /
NAD83(2011) \ \� �a\\ �\�� — '\�` ---- -- J—'-74-�J� \\ BILLBeA o \� J �� �����75.80 G
X537= =536_ _ 535 =— � = —531 83.60'
_53z_ - — —03' td
EXISTING
LOCATION OF — — = — —53 _ — _ _ — _ _ — _ 1 \ �� —
EXISTING HIGHWAY
BILLBOARD—
Interstate 40
TYPICAL CULVERT CK0551NG ILLUSTRATION TYPICAL PERMANENT 5WALE SECTION ILLUSTRATION
channel liner material
3H: I V max. (1f re wired)
5ldeslope
desio�n water surface (varies) -
bottom width
native 50115
IMPACT TO STREAM TABLE
NAME OF IMPACT LENGTH
DRAINAGE CONVEYANCE IF IN STREAM (LF)
A Swale 0 If. intercepting wetland area
I TWIN 42" RCP 68 If. @ 1 .47%
2 TWIN 30" RCP 34.6 If. @ 1.97%
3 16" HDPE 0 If. (see plan)
"wetland feeding Alpe" 0 If. (8" 5DR-35 80 If.)
PERMANENT IMPACT TOTAL = 1031f.
SURVEYOR'S LEGEND
o
Existing Iron Pipe (EIP)
•
New Iron Pipe (NIP)
/
Property Line
Cr055incj # 1
Adjoiner's Property Line
—••—••—
Right of Way line
*
Calculated Point (CP)
♦
PK Nail (Found)
♦
PK Nail (Set)
®
Right of Way Monument
H
Overhead Utility Lines
—o
Utility Pole (with Guy Wire)
*
Light Pole
@
Sanitary Sewer Manhole
GRAHAM DRIVE IN
PIN: 8894742981
PRJ: 1-16-1035
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SITE 1 m
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Interstate 40
NTS Vicinity Map
Lot One
Property of
Melville Plastics, Inc.
P.B. 57, Pg. 137
IMPACT LEGEND
WETLAND IMPACT
® BUFFER IMPACT
1 � NJP I EIP
(Tie) o / I
PACT C S 76.4g,
I I I( 8 E
ROP SED
III 4etia ds Area 412 3
2, 8 Sq. Pt. ± 50',5E�
I W Hands rea "D" I CK \ os J N
ffec d I 'c 53 Sq. Ft. _ o \ \ CROSSING #
I / Typical cation of dramage y 6 j C 2 3 Soy I 2,340 sf. Zone 2 Buffer Affected /
feat es ` hF ° creta e O / ~ 4,130 sf. Zone I Buffer Affected
\ Quate / I 68 If. Stream Channel Affected
IIII he are north of s branch N I G0, age ` Total 6,470 sf.± disturbance in Buffer.
/ II not e disturbed as part,6f \ X 2-
Xg,Th Temporary Impact:800sf / Gj
/ Il t Is prod ct and will be ocle. N� !0'X 5•, Pad 0
the is of lsturbanc 1v5/0'str h r X8'Th TEMPORARY IMPACTS t J+
Dig. Bank/ i eam b er p!'�ach pa Co C. Cv / - ^ 20 x 20 each end of proposed
p' \ ai N . IMPACTS culvert / 0G
n / / g0 /
h.
PROPOSED NEW CULVERT TO REPLACE EXISTING � 5'
Pi j"^
/ 5 4. o' .� e/ Wetlands Area "AA" TWIN 42" RCP CULVERT, 68 LF @ 1 .47%
x . cis„ / I TSs� O OI Sq. Ft. ± INV. IN 497.5 INV. OUT 496.5 G�
^h0 3 e af! !,e r I )/ / any; S� LIQ 50 \ �/ Wetlands Area "AA" /
hh PACTS I / /r \\ r �'`� Srp'�b88�'J Sin, / /�/I I Affected O I Sq. Ft. ± Embed riprap to below existing streambed
/ rte,// \ �v\ eam \ DOWN STREAM WETLAND FEEDING PIPE elevation to avoid impact to existing channel
/ �PROPOSIED J / % , \ I 801f. 8" PVC 5DK-35 or equivalent slope Y /
h / Wetlands rea "BI / / '/
*' 18,303 5LI. Ft./± / — \� o at existing grade through the embankment.
� 3/4" EIP_'
•V� ' � \S . F . �+ e A / O/ � s � �s\�s sosF oscA' _- -, ��/ t- s_ � � � } , �Z
Exst. G I 1 �� II a�" t� 6 I �PI ±v� NXst S �> sic V A A %, ,�. 50's 497 — U. 4%' 5» i / \ S� c
Grate Ell:I I I II To Rh / \?y \ i " buff, E 1 \ / / / / m
551. I \ I I I \ \ i �� �E mer -7 / 'I I I
In 546.89' I 0
V � II \ I 1 00,9 9 / >v �u nj' / / � / �/ s;�� \ ",,I' ��/ � l jos SOSSMH� �;�So, S� \ � TI �I P — / �� � / / I
Exst.B \�\I\I \ \ ( ` / �98 }y / �/ / 7 5,8� /nv. ! s.ol, cK \ — 9.50' I o
Grate E V.:V. Out. 417.09, \ \ Ota/ I I ~
\ \ I
552.87'
nv: 548.12' �� — /
5 a \(� \\\ �\ \ \\ \ / J / .24' 1 11 EIP
0 111 EIP
495 I
win497 96 / / O R ` ` 5` ,
WilcoHess LLC 7 f , y O \ � 449
I N I -) �` \ r0 / / / / / 1 / / '523 ( / I •\ \ \ \ O �\ 114V.49
' I ^ II'l�` \' z o 1 T -PUTT I / J I I 1 \ \ \ os \ \��
AED. B. 15 2 2, PJ' 194 523 R� ose d Se er O so
499—
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c1qU,
IIII I / �. \ \ \ , \ \ \ \ VEL,
a
IMPACTS O
PROPOSED IIII 8_ .l
Wetlands Area "A" — \ Q
512 / 0 O O
888 Sq. Ft. ±
Wetlands Area ..A.. � 11 III 535 x �
Affected 888 Sq. Ft. ± w I III — �5 j 533 y / I I / / — / �\ \ \� O 4 O�CN
Contributing Off-site Drainage Area: — — 5 �( I �_
Intercept Runoff from Pilot Truck5top with IIII IIII IIII II y' -- \ 3/ ` ` \ / / w
Diversion / Permanent Swale 3H: I V
5ideslopes 4' bottom width with NAG 575 II III II — —� y I \ \ , \ \ O l I I
or equivalent Liner for 445 I / S3oi9`\ • \/ \ \ O \ O O / / (n
Bed sloe 3%, Factor of Safety 1 .3 5 \\ \ r
P Y I / � Y � Prd osed SCM
2� � . ••�' � _-�8 � \ \ \ \ � • o / �, /
A \ o F
III
J�
ExSt. CB II/I II/I /Ill � �� • � ��� "�`\ �� ��� �titi � ��cPe � / , � � �/ J � , — _ — — —�— \ \$%2 \\\� \ 1\ � /) ,� — O // ��� .
Grate — / /
In
v: 547.9 ' IIII IIII / �/� , — \ , —�_ °13 \\\\ \ \ \ O ° / (0 I
Ex5t. CB IIII / //'/ — _ — {4 \\\ \ \ � l � J
Grate Elev.: 552.63' 1II II \ \� 1 I \ c ' S2,, / / / \ \y s/s I \ \\ O o / Cv QIP
Inv: 547.83' 1// /IIII \ \ \ \ \ \ _ / / / ` �\ \ e�
/S 41 °31 '08" W
l \ \\ \\ \ 9 \\ \ \ NO IMPACTS
c \ �// �(\ PROPOSE
/ J/ �+ — `523_ \ / �� 1 / \ \ \ I\ \ \
o /
\ \\� \ SS \ — — \ \ \ \ \ Wetlands Area '1515
235.69'
"EIP — — - 525 a \ \ \ \ " / /// / e0`��
\ \ _ PIPE 1, YSTXM �� / ( \ \ \ s;'\ _ — \ \\ \ 3335 Sq. Ft.
Contr ` `5�26�f� 1 2I 2 IPE /--{�� 50 SETBAL 52a
Corners \ _ _ \ \ \ \ \ _ — — — 25 \ \ \�
\ — \ \ \ \ ` — — 4�0 If.520T \ \ +— \�=s z � \ V
Northing: 8443 I� _ — — — \ \ \ _ _ — / s / / V
\ \ \ \ APPROX.' LOCATION OF \
Eastln 8964 s4sr4s 544 \F \ sa \ \ \ — — — — —sea. \ � — — — — \ — e \ � s 529 \R y on\eri% \ \ \ / \�'CO
g' \Sa3' Sae — \ \ \ \ —sz9� \ M nurent — — \ E STING HIGHWAY s lo� \ /
NAD83(2011) \ \� �a\\ �\�� — '\�` ---- -- J—'-74-�J� \\ BILLBeA o \� J �� �����75.80 G
X537= =536_ _ 535 =— � = —531 83.60'
_53z_ - — —03' td
EXISTING
LOCATION OF — — = — —53 _ — _ _ — _ _ — _ 1 \ �� —
EXISTING HIGHWAY
BILLBOARD—
Interstate 40
TYPICAL CULVERT CK0551NG ILLUSTRATION TYPICAL PERMANENT 5WALE SECTION ILLUSTRATION
channel liner material
3H: I V max. (1f re wired)
5ldeslope
desio�n water surface (varies) -
bottom width
native 50115
IMPACT TO STREAM TABLE
NAME OF IMPACT LENGTH
DRAINAGE CONVEYANCE IF IN STREAM (LF)
A Swale 0 If. intercepting wetland area
I TWIN 42" RCP 68 If. @ 1 .47%
2 TWIN 30" RCP 34.6 If. @ 1.97%
3 16" HDPE 0 If. (see plan)
"wetland feeding Alpe" 0 If. (8" 5DR-35 80 If.)
PERMANENT IMPACT TOTAL = 1031f.
Total Buffer Impact 12,256 5f.
(Asphalt)
Mapped Wetland Area IMPACTED or AFFECTED Table:
NAME OF DISTURBED AREA
WETLAND AREA IN WETLAND (5f)
A 888
B NOT AFFECTED
C G51
D I ,G53
AA 1,101
BB NOT AFFECTED
PLANNING AND PERMITTING PUI�PO5E5 ONLY, NOT APPROVED FOIA CONSTRUCTION
CALL BEFORE YOU DIG! ITS THE LAW 4
ULOCO North Carolina One Call Center
1-800-632-4949
NOT APPROVED FOR CONSTRUCTION
0' 200' 400'
Graphic scale
scale : I " = 100'
SHEET
2 2
5-24-2017
DATE
BSB/CDI1
DRAWN IN THE USA BY
REVISIONS
4/4/2018 Revisions for
Additional Evaluation
N
nom\
W
Q V l
L �
lL -
-24-204
CARO''%,�.
Fo.
SEAL
24924 4
z
N�����`.
C-1939
0
Z y
0
z
a
0
W {
Q
V
0
IMPACT TO BUFFER TABLE (un1t5 In 5f.)
NAME
Zone I
Zone 2
Total
Temporary
Cr055incj # 1
4,130
2,340
6,470
800
Cr055incj #2
0
3,848
3,848
400
Culvert #3
745
1 , 1 93
1,338
400
Total Buffer Impact 12,256 5f.
(Asphalt)
Mapped Wetland Area IMPACTED or AFFECTED Table:
NAME OF DISTURBED AREA
WETLAND AREA IN WETLAND (5f)
A 888
B NOT AFFECTED
C G51
D I ,G53
AA 1,101
BB NOT AFFECTED
PLANNING AND PERMITTING PUI�PO5E5 ONLY, NOT APPROVED FOIA CONSTRUCTION
CALL BEFORE YOU DIG! ITS THE LAW 4
ULOCO North Carolina One Call Center
1-800-632-4949
NOT APPROVED FOR CONSTRUCTION
0' 200' 400'
Graphic scale
scale : I " = 100'
SHEET
2 2
5-24-2017
DATE
BSB/CDI1
DRAWN IN THE USA BY
REVISIONS
4/4/2018 Revisions for
Additional Evaluation
N
nom\
W
Q V l
L �
lL -
-24-204
CARO''%,�.
Fo.
SEAL
24924 4
z
N�����`.
C-1939
0
Z y
0
z
a
0
W {
Q
V
0
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