20090915 Ver 1_401 Application_20090809

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KELLER ENVIRONMENTAL
ENVIRONMENTAL CONSULTANTS
7921 Haymarket Lane, Raleigh, NC `pR
[phone]
LETTER OF TRANSMITTAL
DATE: August 19, 2009
TO: NC Division of Water Quality 401 Wetlands ATTENTION: Staff PAID
RE: Hampton Inn & Suites at Northgate
WE ARE SENDING YOU THE FOLLOWING:
® Pre-construction Notification (PCN) ® Plans ® Maps ? Specifications
® Documents ? Other
THESE ARE TRANSMITTED AS CHECKED BELOW:
® For approval ? As requested ® For review & comment
? Please reply ? See below ® For your files
? Regular Mail ? Fed-Ex ® Delivered by KE ? Picked Up
COPIES DATE DESCRIPTION
1 7-30-09 $240 Check
5 8-19-09 PCN Cover Letter
5 8-18-09 PCN
5 5-14-09 Agent Authorization
5 5-6-09 COE Preliminary JD
5 Soil Survey Maps
5 USGS Maps
5 8-18-09 Hampton Inn 2005 Aerial
5 Goo le Aerial with stream points
5 8-12-09 Hampton Inn & Suites at North ate Existing Conditions Plan C-1.0
5 8-12-09 Hampton Inn & Suites at North ate Grading and Storm Drainage Plan C-4.0
THANK YOU!
Recd By: Signed i???`
KE
KELLER ENVIRONMENTAL
ENVIRONMENTAL CONSULTANTS
August 19, 2009
Eric Alsmeyer
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Re: Hampton Inn & Suites at Northgate
Raleigh, North Carolina
Keller Environmental Job No. 0836
USACE Action ID# 2009-01444
Dear Mr. Alsmeyer and Ms. Karoly:
Cyndi Karoly
DWQ 401 Wetlands Unit
2321 Crabtree Blvd
Raleigh, NC 27604
On behalf of Northgate Realty, LLC, we are pleased to submit the following
project to you for US Army Corps of Engineers (COE) 404 approval using Nationwide
Permit (NWP) 39. We are requesting authorization to permanently impact 85 linear feet
of intermittent stream near Northgate Mall in Durham, NC.
The proposed Hampton Inn & Suites is located directly east of Northgate Mall in
Durham. It is bordered by Interstate 85 to the north, Duke Street to the east, Gregson
Street to the west and a private street to the south. The Durham County Parcel
Number for this 4.439-acre property is 0822-12-75-8602.
We are proposing to construct one 6-story hotel along with accompanying parking,
(un) loading areas, and stormwater treatment areas. There is an intermittent stream in the
center left of the property that we seek authorization to culvert and fill the entire 85 linear
feet. The stream is culverted above and below this section.
The project team analyzed potential avoidance and minimization scenarios for the
project area. It was determined that the entire intermittent stream should be allowed to be
filled due to several factors. They include property location, financial viability, buildable area
for suitable structure and accompanying areas, poor stream condition, adjacent culverted
stream channels, topography, and other pertinent items.
Prior to any land-disturbance activities commencing, appropriate permits will be
obtained. This includes the following permits: 401, 404, grading, and stormwater. Upon
receiving the City of Durham stormwater permit, it will be immediately provided to DWQ.
a '
Hampton Inn & Suites at Norfhgate
404/401 Permits
August 19, 2009
Page 2 of 2
We have attached several items to the attached PCN to assist your staff's review of
the project. If you should have questions or require additional clarification please feel free
to contact me at 844-7437 (office), 749-8259 (cell) or email: javOkellerenvironmental.com.
Sincerely,
Keller Environmental, LLC

Jay Keller
Principal
Cc: Dan Pabst, P.E.
owAr?R?G
7
o -?
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
If. 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. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Hampton Inn & Suites at Northgate
2b. County: Durham
2c. Nearest municipality / town: Durham
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Northgate Realty, LLC
3b. Deed Book and Page No. 006258;000413
3c. Responsible Party (for LLC if
applicable): Virginia Rand Bowman
3d. Street address: 1058 West Club Boulevard; Suite 200
3e. City, state, zip: Durham, NC 27701
3f. Telephone no.: [phone]
3g. Fax no.:
3h. Email address:
Page 1 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ® Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Jay Keller
5b. Business name
(if applicable): Keller Environmental LLC
5c. Street address: 7921 Haymarket Lane
5d. City, state, zip: Raleigh, NC 27615
5e. Telephone no.: 919-844-7437
5f. Fax no.: 919-844-7437
5g. Email address: [e-mail]
Page 2 of 12
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 0822-12-75-8602
1 b. Site coordinates (in decimal degrees): Latitude: 36.0184 Longitude: -78.90602
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 4.439 Acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Ellerbe Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C: NSW
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Site is adjacent to Northgate Mall and several banking, retail, and restaurant businesses. There are residential areas to
the south and east. Interstate 85 and the Duke Street interchange abut the property to the north. Existing lot conditions
include a wooded area in the central western part and remaining areas are open. The open area along the south and
southeastern property are very impervious with evidence of gravel.
3b. List the total estimated acreage of all existing wetlands on the property:
0.0 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
85 linear feet
3d. Explain the purpose of the proposed project:
The hotel will provide accommodations for visitors to the City of Durham and surrounding areas. It will also provide room for
small business meetings.
3e. Describe the overall project in detail, including the type of equipment to be used:
We are proposing to construct one 6-story hotel along with accompanying parking, (un) loading areas and stormwater
treatment areas. Equipment to be used includes trackhoes, bulldozers, and other land grading equipment.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
®Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Keller Environmental
Name (if known): Jay Keller Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
May 6, 2009 field visit by Eric Alsmeyer. Please refer to attached preliminary JD Action ID 2009-01444
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions. Include the Corps Action ID Number, DWQ Project
Number, application date, and dates permits and certifications were issued or withdrawn. Provide copies of
previously issued permits, certifications or other useful information.
Page 3 of 12
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 12
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T ? Yes ? Corps
? No ? DWQ

2g. Total wetland impacts
2h. Comments:
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.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ®P ? T Culvert & Fill UT to Ellerbe ? PER ® Corps 5 85
Creek ® INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 85
3i. Comments: Stream is culverted below and above this 85-foot section
Page 5 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ?Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason for Buffer Zone 1 impact Zone 2 impact
Permanent (P) or impact Stream name mitigation (square feet) (square feet)
Temporary T re uired?
?Yes
B1 ?P?T ? No
? Yes
B2 ? P ? T ? No
?Yes
B3 ?P?T ? No
6h. Total buffer impacts
6i. Comments:
Page 6 of 12
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project team analyzed potential avoidance and minimization scenarios for the project area. It was determined that
the entire intermittent stream should be allowed to be filled due to several factors. They include property location,
buildable area for suitable structure and accompanying areas, poor stream condition, adjacent culverted stream channels,
topography, and other pertinent factors.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best Management Practices will be instituted as needed to protect the downstream water quality and stream areas.
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? ? Yes ® No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank

El Payment to in-lieu fee program
? Permitee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permitee Responsible Mitigation Plan
5a. If using a permitted responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 12
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permitted responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 12
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: After discussing this project with Annette Lucas, it was determined that
diffuse flow from the adjacent subdivision is not required. There is a large wetland
? Yes ® No
and floodplain immediately west of the cul-d-sac stormwater discharge along with a
greenway trail that separates the discharge from Walnut Creek. The large wetland
flows to the southwest (towards Gorman Street) prior to discharging to Walnut
Creek. This should provide abundant water treatment for the project area.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 61.7%
2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
The stormwater treatment facility will consist of an underground detention tank (UDT) and bioretention cell. The UDT will
also serve as a cistern for irrigating the on-site plant beds. The bioretention is currently proposed to consist of trees,
shrubs and herbs to treat the stormwater. These plants will also function as a buffer between the Gregson Street, Duke
Street, and 1-85 Interchange.
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of Durham
® Phase II
3b. Which of the following locally-implemented stormwater management programs ® NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
Page 9 of 12
PCN Form - Version 1.3 December 10, 2008 Version
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 10 of 12
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
? Yes ? No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
It does not appear that cumulative impacts will result from the proposed project since this will complete build-out of this
property and the adjacent eastern mall area.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
To the City of Durham Wastewater Treatment Plant.
Page 11 of 12
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS and NC Natural Heritage Databases and Maps were consulted. No endangered species or designated critical
habitat impacts are anticipated.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NC Natural Heritage Program.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
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 ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
North Carolina State Historic Preservation Office Databases and Maps.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? The surveyor confirmed that the project is in Zone "X"
as defined by FEMA firm community panel #3720082200J dated May 2, 2006.
Jay Keller 8-18-2009
Applicant/Agent's Printed Name Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12
KELLER ENVIRONMENTAL
ENVIRONMENTAL CONSULTANTS
7921 Haymarket Lane, Raleigh, NC 27815
(919)8447437
AGENT AUTHORIZATION FORM
Narne: Northgate Realty, LLC
Address: 1()58 w (`iub RnItipi,yard Suite 200
ON. State. Zip Durham, NC 27701
Phone: [phone]
Project Name/Description: Northgate Hotel
Date: May 14 , 2009
To: US Army Corps of Engineers
Raleigh Regulatory Office
Attn: Staff
6508 Falls of the Neuse Road
Suite 120
Raleigh, North Carolina 27615
NC Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Staff
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604-2260
To Whom It May Concern:
As a representative concerning the subject site, I do hereby authorize and give
permission for Keller Environmental to represent or act as agent on my behalf and allow
the COE or any other regulatory agency to go on the property with a Keller
Environmental representative for such purposes as necessary to perform the job tasks.
Virginia Rand -Rounman
Print Property Owner's Name Property Owner's Signature
Jay Keller
Keller Environmental, LLC
Managing :Partner
Northgate Realtv, LLC
Preliminary Wetland & Stream Assessments-Jurisdictional Wetland Delineations-Meuse & Tar River Stream Buffer
Evals & Coordination--401!404 Water Quality Permitting-Stream & Wetland Restoration-Threatened & Endangered
Species Surveys-Benthic Macroinvertebrate Sampling-Phase I-IV Environmental Site Assessments-Tree Surveys
__.._-------------r- ------ stimated
amount of I ------------------
Class of ii
Site
M Latitude Cow
Longitude rdin ! aquatic aquatic
number
f ; Ciass resource in i
I resource

1 3 .018
-78.906 PFO1 review area
! 87 linear feet
I non-section
non-wetland

- ------- -- - - -----
I

ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
'9C9VPE Dy
JUN 19 2009
Regulatory Branch
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): •W9(}ij??' `i
fem.
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
?_r.
Jay Keller; Keller Environmental; 7921 Haymarket Lane, Raleigh NC 27615
,`d-cS,.,,•,! ?`?r.'..Norf(??i?.??A.f?:y;:?4.G? ?:?f /? ' V. ?.? GWkr+th?l? ?f.4r?. c it .rt fry 1. 5.. , ..r 1 s
C. DISTRICT OFFICE, FILE NAME/, AND NUMBER:
'1-A90'P_ fi xir'x11' LL? oY1`?t? +?t' i 1s 1,
!V`"?
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Site is
located directly east of ?orthgate*ll in Durham, NC near the intersections of
North Duke and North Gregson Streets.
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State: NC County/parish/borough: Durham City: Durham
Center coordinates of site (lat/long in degree decimal format): Lat. 36 4 °- 36,6V: !
Universal Transverse Mercator: WGS 84
Name of nearest waterbody: No ate-Par-k-CFeek 6?a E1/?yb G.,ak
Identify (estimate) amount of waters in the review area:
Non-wetland waters: 87 linear feet: 5 width (ft) and/or 0.010 acres.
Coward"in Class:
Stream Flow: intermittent
Wetlands: - ,arses.
Cowardin Class: palustrine
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non-Tidal:
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY): L_..
® Office (Desk) Determination. Date: &-
i ;Field Determination. Date(s): 9d2%*P,5P;
1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
. J
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further; an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant:

1'7/1 Data sheets prepared/submitted by or on behalf of the
applicant/consultant.
? Office concurs with data sheets/delineation report.
? Office does not concur with data sheets/delineation report.
? Data sheets prepared by the Corps:
? Corps navigable waters' study:
? U.S. Geological Survey Hydrologic Atlas:
? USGS NHD data.
? USGS S and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: 1:1,000;
northwest durham, ,
Z USDA Natural Resources Conservation Service Soil Survey.
Citation:Durham .
? National wetlands inventory map(s). Cite name:
? State/Local wetland inventory map(s):
? FEMA/FIRM maps:
? 100-year Floodplain Elevation is: (National Geodectic Vertical Datum
of 1929)
® Photographs: Z Aerial (Name & Date): .
or ? Other (Name & Date):
? Previous determination(s). File no. and date of response letter:
? Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified b the Cor s and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
...
7erson ature and date of
requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)
Estimated
amount of Class of
Site
number I Cowar
Latitude Longitude Class din
aquatic
i aquatic
i
I i resource
n
i I resource

1 6 _
.018 -78.906. PF01 ew area
rev
! 87 linear feet
! non-section?
non_ wetland

I
i
DURHAM COUNTY, NORTH CAROLINA -- SHEET
- i .unit scale: l : aooo Detail U-0 Dmnms X%"Cm
L
LO
O
O
N
O
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0
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7
`,o . " A PLANNING CASE No..
f~', 3 ~I ~ I f it j
1 I~ 3 SIT'E DATA TABLE
~ I I ' , ~ APPLICANT: INNKEEPER PROPERTIES, INC.
~ r I I f ~ E l(i rl ~ ~ 4741 S. MAIN STREET ~
3 j { f(33 I WINSTON SALEM, NC 27127 ~ r
f I ~ ~ i I (0) 336.788.9444
) CATCH BASIN GATGH BASIN ~ (F) 336.788.9403 ~
~ ~ 1 TOP 351.32 ~ INV IN 344,54 TOP 351.32 / ~ INV IN 344,64 oc~ l ' j OWNERS}: NORTHGATE REALTY, LLC RAND W KENAN JR &
I 1 ~ INV OUT 344.43 I INV QUT 344.43 I 1058 CLUB BLVD., STE 200 RAND NANCY H
I II ( i DURHAM, NC 27701 1058 W. CLUB BLVD. ~ ~
~ j ~ --~~~r.~ (0) 919.286,4407 DURHAM, NC 27701 ~ C~ °a ~
' t i ~R i ~ ~,L~ (F) 919.286.3948 (0) 919.286.4407 ~ ~ ~ ~
U ` F 919.286.3848 ~ ~ ~ ~ ~ ~
D~ ~ ~1 ,~1 X13 IN ~ f_~,.- PIN(s): 0822-12-75-8602, 0822-12-75-4566 ~ ~ U ~
t~ i,ATCHBASIN 1 ~ I , J~~'"~•- T P 353.51 r i ~ 1 O ~ fir, ~'r~
I l ~ _ w / ~ INV IN (1} 340.03 INV IN 2 340.13 _ _ ,,1,. 0.03 Ctty~ TIER: URBAN ~ ° a
~ INV OUT 3~9r7.9-~°"w'~ 013 ~ ~ ~ ~
rv- " ~ z EXISTING ZONING: LOT 4R - CC 1.71 Ac. , ~ ( J RU-5(2) (1.02 Ac.) ~ ( ~ ~ ~ CA1~GH BASIN ~
J -~'"'~-STORM MANHOLE ` LOT RAND - CC (1.71 Ac.) ~ ~ ~ ~ TOP 362.25 ~ ~
iNVIN 1 330.51 FP r SIGN 15.'` INV OUT 346.10 j GATGH BASSIN TOTAL CC DISTRICT - 3.42 Ac.
iNV IN (2 334.32 ~ GE r'/ .C.C.S. 'KERB" NAC7 83 W i ~ - ~ TOP x51.86 r5~ TOTAL RU-5 2 DISTRICT -1.02 Ac.
INV IN 3 333,99 ~ ,TURgpN W N.C. GRI©COORDS. O 13S OF D~ 2 ! SI ..~.N INV OUT 330 42~-`""° >rl~ G SIr,7N~ j INV IN 343 95 ~4'A O ~ INV OUT 3,3.05 ~ INV OUT 345.35 PROPOSED ZONING: CC (D) (4.44 Ac.)
. ~ N=826,500.873 ~ ~ ~ ' ~w. ~...m. ~ . ~ , E=2,028,02x980 ~ _ (2) i,
~ ~ ® , ~w. - ; m W - - (TAKEN FROM ~ o€GN ` rte,--' / . ~ - ^ ; ` ~ ~ 7 COM J BANKS & OFFICES
, ~ w M. ~ ~ . M-•- ' P.B. 157, PG: 215} ® ° ~ ~®m.!~®., C ~ CB 6 ~ t! EXISTING LAND USE: VACANT RESIDENTIAL, VACANT COMMERCIAL
r~^ ~ " -R1 A ~ ~ ~ F , , w - ~ G; E E/ 7
r---"i'" ~ 3 I I PROPOSED LAND USE: HOTEL, COM /BANKS OFFICES
''.~SC~N , E f t ~ 3 I j
. ; ~ ~ ~ ~ LOT AREA: 2.727 Ac (LOT 4R) 1.712 Ac. (LOT RAND)
~ r,,.-° ~ ~ _ ~ ~ ~ L - - ~ 1 i~ " I ~ REF: FLAT BK 157, PG(S) 213-217
~ ~ ~ ~ ~ _ ~ - ass w E I TOTAL - 4.439 Ac.
r-° r. i.,. - ~,w _ M 2 i~ s ~ _ ~ t ~ • t F Ln
„M- ~ ~ / 2RpPC7SED~IORE ENTION- ~ n 3 ~,.w , w.. M ~ ~ „ UGt~s z. WATERSHED ®~Pa~°..o.,°... d' . a
w~ ' - -~r„~.-~ _ ~ ~ ~ ~~~u w,--- ~ ~ YI A OVERLAY: NONE ~v.~~~P ~~zJ? ~CO
E s ~ . - ~
GH BASIN _ ~ C , w j' ~ ~ ~ , ~ E _ w° ~ ` ~ - -'~OP 3620G ~ / - A ..r, ? ~ ADDITIONAL tj;r~ ' ! ~ i`HiI:L(fiRTS; JUDY M IHRIE PHYLC „(~cCARSON, PHILIP ~ 8, ~ G9 ~ a~
1NV1N(1}352.91 ~ ~ _ - _ ~ •-~-~62- - - 3591 ~ TIC 361 1 ~ i... 3 ` ~ [ ~ BONNIE & TO Y OVERLAY(S): NONE ~ ~ ,SEG. BLOCK RETAINING ( k' o®b °°e
INV IN (2} 352.96 ~ ~ . / , _ ~ _ ~ ~ 1 m...:.T , ~ ° INV OUT 352.81 ~ ~t / ~ SEE NOTE 13 3 ~ a WALL. REFEf~TO SHEET ~ ~ 0205 GRAIG ROAD, DURH~ ~IC 27712 dD~~y ~C-2.o. PIN: 0822-1z-85- STEEP SLOPES: NONE y
/ TIC,362:3 r- t ~ ~ ~ / r ;DBL CB E1 59.8 ~ ~5, y ; P i1: -A``~g 59 ~ ~.A; ~y ~ 1 ~ j+ I SEG. BLOCK RETAINING ~ CB E2 9 - 1 ~ ;I j ~ ~ PARCEL ID: 105 ` ~ W Q DBIPG: 58491 ; I; (n
74 r~G. ~ Ni ,,,r _ - ~ ,.~W B1 ~ p • l C 363.3 ~ ~ , ~ h / ~ J ( ' ~ WALL;htEFER TO Sf1EET I , € , ~ ~ ) ~ LAND u5E VAC ' RIVERBASIN: NEUSE
, 58.5' ZONING: RU-5~2~.
r , ~ ~o _ - ~ ~ . 3g 1....,.. m.. ~ ~ ~ FLOODPLAIN THE PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD
~ro`V ~ ~ 0 f ~ rf _ -.THIS POiNT.,FORWARD - i REFER TO NOTE 14:., ~ , I~° i I DATA: HAZARD ZONE. Il' IS LOCATED IN ZONE "X" AS DEFINED __~m._ B~ ~ _ BY FEMA FIRM COMMUNITY PANEL #3720082200) DATED
g~0 :,i, i + ~._..-R TEE ~ PVT. SMT.I , _ ® 359.2 ® . P UPO~~D R 64 t , ~ ® I t~ I ~ MAY 2, 2006.
PROTEdCTION FENCE °~`"sv'° ' ° ya _ . . ~ ~ _ ~ _ _ s. _ 4 , J ~ i OKO IGNAEL E JR.
~ ~ r ~ 3i~ r e ~ I~~, ~ 215 MIDENHA-L RY~ 27513 WETL STREAM DATA: MAPSOTHERE ARE NO STREAMS AND ASSOC ATEOD S
r / - - l ~ ~ ~ ~u ~ ~ , . n. ~ ~A ~.T C 364:2 ~ ~ ~ 4 € PIN: 0822-12-85-1604 - ~ ' ~ PARGEL ID:1o59a6 BUFFERS ON SITE. INITIAL ENVIRONMENTAL STUDY
- T!C 360.8 _w ~ ~ T!C 360.1 s ~ ,r r ( ~ i t DB/PG: 15761828
F,iG 363,6 ; ~ TIC, 363.2 ~ TRAM 366........,. I i ~ / I ~ ~ i 3 ~ LAND USE: RES (SINGLE-FA ILY HAS DETERMINED POSSIBLE JURISDICTIONAL
~ ~ ~ M_. i iE ~ ~ ~ j ~ ~ 1 QNING: Ru-5(2) FEATURES. IF VERIFIED BY ACOE, PERMITTING WITH rW f ~~..I ~ 1 i ~ TIER: URBAN ! ACOE AND NCDWQ WILL OCCUR AT THE SITE PLAN ~ v
_ , _ ~ z j _ i ~ z~ ~ n 4 i ~ J j ..m. 1 I ~ ~ ~ 3 } ~ l ~ ~ r Z e ~ u i i ' t 't Q ~ j ~ _ ! ~ APPROVAL PHASE. r^ z ~ Q
€ y t I s - ~ ~ I j K i f f m V1 ~ ~,~f _ - 0 Q Z
I ' ' 3 ~ ~ I r , ~ _ NATURAL OR V c
~ , i ~ r d, i _.__-ti ~ ~ f , . I ~ LL ~ , ~ HISTORIC INVENTORY ~ G Q o ~ Q
~ ~ i o N ~ ~ € ~ _ } SITES: NONE -V ~ ~ ~f ,
~ ~ ~ ~ f 363. N ~hv y I' ~ I ~ ~ ; HAMPTON INN & SUITES at NORTHGATE - ~ ( - 3 x I < ~ ,i ~ 6-STORY . _ ° ~ ~ . ~ ~ RPATHIAN, BETTINA MARY ~ EORGE ~ ~ U 0 Q g I ~ I ~ ~ ` 620 N DUKE 5TREET, DURHAM, C 27701
Lw-- ; -m-~' ~ i [ - / 3638 ~ `u>' r ,rz s. j ~ FE 364.0 ~ ~ / ~ ; PIN: 0822-12-a6-1509 GROSS FLOOR AREA: 85,458 SF -FAR: 85,4581118,919 = 0.72 Q Q - z~
~ % i a. , J 's~' _ ; ~ ~ .t tq - ~ ~ ~ m ~ • P _ t R. ~ ~ PARGEL ID: 105931 c; ~,,'[..1 ~ ._1 DBIPG:1596~43~--- H~.._.__~ Li.
r ~ 3 r ~ ~ ~n ~ I . ~ i [ LOT RAND 1 ~ ~ ` ~ E L'~NO~~~: . S I SI GLE-FAMILY J ' ~ MAXIMUM BLDG. ~
3 1 712 Ac. ± r ~ ~ € - , ~ ~ ~ zoNi Ga;.RU~6{z) ~ ~ ~ HEIGHT: 90 FEET - 6 STORIES ~ ~ r I'. O O I 1 TIER: URBAN ~ ~ Z
3 RAND, W KENAN JR & NANCY H _ _,1 GIO RAND ENTERPRISES
. __._s ` PO BOX 2476 DURHAM NC 27715 , ' ~ ~ " ~ _ , ~ ; # ~ ~ ' r ~ ~ ~ EXISTING IMPERVIOUS 7,563 SF OR 6.4% (Lot 4R) ~ ~
~ `~i , ry~ PIN: 0822-11-75-4505 ( 30 ~ ~ ~j~ r l i GW? SUP ~ ~ ~ PARCEL ID:106014 Off'' . ~ - ~ 6 .6 ;~i~, SUP; . I OHSUPL ~ PP SURFACE: 4$,236 SF OR 64.7% (Lot RAND) ~ ~ ~ FORTHGFER, LENORE ' 55,799 SF OR 28.9% (Lot 4R and Lot RAND) ~ ~ ~ ~ Z
} ` i ( BENCHMARK 1618 N DUKE STREET, APT B, DURH M, NG 27701 ~I . ~ RAILROAD ~ Q
0 0 € , ~ U TIC 382.3 ~ [.AND USE: COM l BANKS & OFFICES ~ ~ ~ t z _ rn ~ I -r ~ W -w _ 36~ 8 T!C 382.3 ~ ~ _ C'~ ! ~ € M~ t I ~ ~ r 4.5 ~ ` ~ TIC~363.4 ZONING. CC ( < ~ 36 7 TIC 3,&3.4 . - _ . ~ ~ 3r f • __~,..,,ti ~ DBL CB D1 ~ c. M, t , i PIN: 0822-12-85-0594 SPIKE iN PP ""r PROP. IMPERVIOUS 68,997 SF OR 58.1% (Lot 4R) _ PARGEL ID: 105932 ~
r 1 < ! 4 ~ ~ ~ m w ~ DBL CB C1 : , ? ' I ~ I T/C 36~ , s 3 i-, m ~ ~ ~ TIER: URBAN ' 3~ ~ ~ E _-____m_~. i ELEV=35~~:3~--~ B1pG: 275q ~ g71 SURFACE: 50,240 SF OR 67.4% (Lot RAND} ~
. ~ R.6.157, PG. 213-217 ~ 4` ~ CO I ® ~ ~ ® ~ ~3 ' ~ ; fti ~ € - s ~ ~ ~ A~ j ~ } ` LAND USE: RE5 t z-FAMIM L,~. 119,237 SF OR 61.7% (Lot 4R and Lot RAND) ~ , ~J ONING: RU--5~2j.,. Z
i ~ &S:nry (44 4) ~ ~ ° tV'~ : r~ I 1 i ~ € € dI iy,212.,P19„NK&OFFIGE) ~ o } ! I' t i TIER: URBAN TREE COVERAGE 0
i t ~i z PVT. SMT.' ~ i~ ~ i ~ AREA: NOT APPLICABLE (URBAN TIER)
f, - ~ ® l ~ TIC 363.7 ~ ® ~ ~ i 1 ~ i ~ ~ I~
~ I ' 1 ® ~ ~ _ - ash ' ~ FORTHOFER, LENORE R PROJECT BUFFER SOUTHERN BNDY (URBAN~TIER) ~ 1618 N DUKE STREET, APT B, DURHAM, NG 27701
N _ ! T/C 363.7 ~ TIC 363.7 ~ ~ 4 , I ~ 6A , I r' 3 N 3 ~ ~ 1 ; TIC 364.0 ~ ~ k ~ ~ ` { t` i~ I PIN: oa2z-12-s5-0489 BOUNDARY AREA: CC TO CC: 0.2/0.4 OPACITY -10'-15' WIDE
~ ~ ~a , ~ 3 , r 3 y ~ ~ ~ ~u:..__. Q ~ ® ~ , q ~ ~ PARGEL ID 105933 CC TO CN: 0.4/0.6 OPACITY -15'-20' WIDE 1 DBIPG: 2754 i 971
~ i ~ € t ~ ~ ® , It ~ ® Q ti~ t LP ~ f Ii f ~ LAND USE: VACANT LAND PROJECT SETBACKS: STREETYARD: REQUIRED 50' PROPOSED 50'
~ ~ i _ ~ _ " I I ! ZONING: RU-5(2) i ~ TIER: UR8AN
. ~ ~ 'a ~ . MH Al ~ TiC 364.3 ~ - T]0-364-6 - - - - - - - - - 3 t 3 STORM MANHOLE ~ - , _ 7IC`364-8 - - - - ~~5,4 _ ; I _ ~ t ; ~ ~ i MH C2 SIGN SIGN r ~~i j 5 PARKING: EX,: 83 SPACES -19,212 SF BANK & OFFICE (LOT
o ~ ~ STORM MANHOLE ~ ~ ~ TOP 364.80 / ~ ~ I J CATCH BASIN . ~ TOP 305.16 ~ ~ INV IN {1~„?53"64 366 i ~ ~ f w . f ;l ~ ~ RAND)
I TOP370~i ~ ' ~ ~ DISK U j INV IN (7,) 347.06 N)GIPd'{2} 355.40 _ ~ DiS~ INV IN 3~~.74' i. N 88°25'12" W 2 ` ~ Di ~
~ ~ ~ ~ INV IN 2 X354.51 ~ ~ V-f7U~355'~7 - 75.19' ` ,.~-..w ar t~l ~ ~ CATCH BASIN O ~ 3 - - _ E - r INV OUT 365: o ~•w~~ ° € ~ INV OUT 346,96 _ ~ ( SPACES REQ.: 1 SP 1250 SF " 19,212 SF = 77 SP
I ~ TOP 370.16 ~ ~ P 1 ~ ° ~ ~ ~ ~ ~ _ 18 ww 12 RCP °RC } ~ ENV OUT 367.38 t ~ ~ ~ (2l ~ _ DISK-~ _ . BOWDEN; DAVID L & MA JORIE D (LOT RAND) ci g~ 1614 N DUKE STREET, DURH. M, NC 27701 w
- LIMITS OF DISTURBANCE ~ ( ~ a STORM MANHOLE I~ ~ w. ~ PIN. oa2a-12-86-044 125SP I ROOM * 137 ROOMS =171 SP z , ~
m ,yy, ^ f ~ 3s ~ ~ V8 ` S Rip I DESK ~ _ ;~>u TLIP 366.03 c-=- - o - 3 589°22'24"E 146.75'' ~ T-`"~ 15"RCP PARGEL ID: 1059 ~ w ~ ~ ~ w p ~ DBIPG:1o1215a~gI 1 SP 1100 SF CONF 622 SF CONF = 6 SP ~ ~ U, ~
~ - U_.., ` TCH BASIN IN~ 1N 35$.45 1' 1, PROPOSED~48" _ / T " .m _ ,tip OUT 358.42 , ~ ; ~ II\ ~ ' LAND USE: RES l SINGL-FAMILY o ~ Z ° ~i ~
1 til TOP 364.81 ~ z, ~~VALLEY~O,TTER • _ _ ~ ~ ~ ~ ~ ~ INV IN 355.58 ' l ~ zol~I~~u~~AN2 PARKING RED.: 0.20 177 SP = 35 SP o U ~ W ~ ~ ~ _ a~„u~ w w w~
_ W_._... . _ ~ - ~ lNV OUT 355.55 . ,
- , - . f _ . _ , 177SP-35SP- 142 SP a~a~~ ~ ~ ,w._ ~ ...e... ~ W ~ ~ H O 4 O 0. O ~ _ (LOT 4R) ~~r-.~ < ~a ~o ~c~ - i........;, _ a?~r~ o as as a~
o ti _ - - _ ~ ~ - - Q ~1 p M. ~ s
~ CATCH BASIN ~ 'A ~ SIGN ; € c w_._. _ ~ TOP 37Q.54 ~ e ~ ~ ~ ' ~ ' ' ~ RAN~~i `~.rP-~ LUPTON. MARY R TOTAL REQ. (AFTER RED.):~142 + 77 = 219 SP W
(4 } (NVIN~66.74 L~ ~ I _ N88°25`11W2,;~1.~1' ~ SIGN ~ PO BOX 2476, C}URHAM, NC 27"10~ ~l PiN: oe2a-12-a6-oas9 fl (LOT 4R & LOT RAND) a
I' ( ° ~ INV OfiJT 366.64 ~ . ~ _ - ~ _ ,,,.r - - ~ ~ . ~ _ ~ ~ . I ~ _ € ~ _ .~~~'AREA INLET ? ' r' T ` , t PARGE (D: 105935 I O
~ ~ _ _ L11 ? I ~ f , I ~ 15 `RC'p ~ 70P 365.08 ~ ~Lp i '~:J ( DBIPG BY WILL j i ~ TOTAL PROVIDED: 142 + 77 = 219 SP P ~TS- ` LAND USE: VAG RE I LOTS-SML TRA - - ~
1Q tj,~....,. - _,~r..r~ •A 3 ~ ( 8'BRICK ~ ~.I € INV IN 361.39 I u, { I ~ ~ ZGNIN ; RU-5(2} (LOT 4R & LOT RAND)
-WALL 3 N892224W 88.93 / ~.---'INV OUT 356.68 i ~ - , • ~ TIER:i URBAN ~ BICYCLE SP REQ..: 142 * 0.1 =14.2 =14 SP (LOT 4R)
0
° L N TES HORIZONTAL AND VERTICAL SEPARATION CROSSINGS I GENERA 0 0 3SINGS BICYCLE SP PROVIDED.:14 SP (LOT 4R}
00 SANITARY SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED SANITARY SEWER CROSSIP ~ 1. CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF ALL 11.000RDINATE UTILITY REMOVAL AND REPLACEMENT SCHEDULES AND WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO INCHES BETWEEN THE OUl '(SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANGE OF 18 Z IETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SANITARY SEWER. THE HANDICAP SP REQ.: 5 SP LOT 4R ~
WASTE MATERIALS OFF SITE. THIS RESPONSIBILITY SHALL INCLUDE ALL REQUIRED WORK DURATIONS WITH THE OWNER'S CONSTRUCTION MAINTAIN A 10-FOOT SEPARATION ,THE CITY OF DURHAM MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS, IF CROSSING SHALL BE ARRA G SHALL BE ARRANGED SO THAT THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS ( ) t~
~ REQUIRED APPROVALS AND CONDITIONS DICTATED BY LOCAL OR STATE REPRESENTATIVE. SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SUCH DEVIATION ON MAY ALLOW THE INSTALLATION OF POSSIBLE FROM THE WATE .FROM THE WATER MAIN JOINTS.
> EROSION CONTROL AUTHORITIES. 12.PROPOSED SEGMENTAL BLOCK RETAINING WALL WINON-CLIMBABLE, 4' HIGH .THE SANITARY SEWER CLOSER TO A WATER MAIN, PROVIDED THAT THE WATER MAIN IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SANITARY SEWER AND AT AN B. WHEN IT IS IMPOSSIBLE HANDICAP SP PROV.: 5 SP (5 VAN ACCESSIBLE) (LOT4R) ~ IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED
2. ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER MINIMUM, BLACK POWDER COATED GALVANIZED STEEL PICKET FENCE. ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. ABOVE, ONE OF THE FOLLC )NE OF THE FOLLOWING METHODS MUST BE SPECIFIED.
o PROTECTION AFTER STOPPAGE OF WORK EACH DAY. PICKETS TO BE 4"olc. REFER TO S&ME WALL DESIGN PLANS FOR 1. THE SANITARY SEWER ° 3. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER ARE TOP OF CURB SPECIFICATIONS. 8. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR PRESSURE TESTED AT 1501 SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERRUS PIPE AN SHALL BE LEGEND tE TESTED AT 150PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING.
~ UNLESS OTHERWISE NOTED. 13.PROPOSED RCP TO BE ENCASED IN CONCRETE FROM 2' BEFORE THE WALL TO ANYTIME THE SANITARY SEWER IS OVER THE WATER MAIN, BOTH THE WATER MAIN AND SANITARY SEWER 2, EITHER THE WATER M3 ER THE WATER MAIN OR THE SANITARY SEWER LINE MAYBE ENCASED IN WATERTIGHT CARRIER (BC)-BACK OF CURB (PP)-POWER POLE
° 4. PROVIDE SEEDING AND 4" TOPSOIL OVER ALL AREAS OF SITE WITHIN 2' AFTER THE WALL. BOND BREAKER TO BE PLACED B!W RCP AND CONCRETE MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH THE PUBLIC WATER SUPPLY DESIGN PIPE, WHICH EXTENDS 10 F ICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR TO THE (TRANS)-TRANSFORMER (CWP)- X-WALK SIGNAL POLE 1AIN. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE CITY OF DURHAM FOR USE IN (DWALL)-DUMPSTER WALL (WIF)-WROUGHT IRON FENCE
CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED. ENCASEMENT. SEE DETAIL SHEET D-3.0O. STANDARDS AND PRESSURE TESTED TO 150PSI TO ASSURE WATER TIGHTNESS BEFORE BACKFILLING. WATER MAIN. THE CARRIEF WATER MAIN CONSTRUCT 1AIN CONSTRUCTION.
z 5. CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN 14.PROPOSED RCP TO COMPLY WITH ASTM C-361, CLASS B-25 COVER < 15' OR C. A 12-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER _ ) (LP}-LIGHT POLE (OH)-OVERHANG
~ THE GENERAL NPDES PERMIT FOR STORMWATER DISCHARGE ASSOCIATED CLASS A-25 (15' < COVER < 20'). LINES OR FERROUS PIPE SPECIFIED. A 12-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM (GW)-GUY WIRE ~
~ WITH CONSTRUCTION ACTIVITIES. sEwER AND WATER MAws. ~ 1. IF A 12-INCH VERTICAL SEPARATION IS NOT MAINTAINE AT A CROSSING BETWEEN STORM ~ 6. TOTAL DISTURBED AREA = 3.02 ACRES. SEWER AND WATER MAINS (OR PRESSURE SEWERS). THE WATER MAIN SHALL B CONSTRUCTED OF (SUP)-SUPPORT POLE
7. LAND DISTURBING PERMIT WILL BE REQUIRED FOR THIS SITE. FERROUS PIPE AND A CONCRETE COLLAR SHALL BE POURED AROUND WATER MAINS AND STORM SEWER TO m (OHSUPL)-OVERHEAD SUPPORT POLE DRAWING
E 8: TREE PROTECTION INSPECTION REQUIRED PRIOR TO EROSION CONTROL IMMOBILIZE THE CROSSING. 0 Q - - - TRANSITIONAL USE AREA SHEET
o •
z NtKiVII R:5UA U--. ~o GRAPHIC SCALE
00 9. ALL EXISTING CONCRETE, PAVEMENT, LANDSCAPING, LIGHTING OR EXISTING 0 NQ
SITE FEATURES ON ADJACENT PROPERTIES SHALL BE REPLACED AS 0 o DEMOLITION, GRADING AND UTILITY WORK DICTATES. a N 30 0 30 30 60 120 o,:Qf e ¢2 >
10.THE GENERAL CONTRACTOR SHALL PROVIDE ALL SAFETY AND SECURITY z ym
m FENCING, BARRIERS, PROTECTION MATERIAL AND METHODS AS REQUIRED TO Q 2 m PROJECT NUMBER
o COMPLETE THE OFF SITE WORK IN A SAFE AND TIMELY MANNER. 0 LLa ( IN FEET )
w 1 inch = 30 ft. 106-0 8 °aW

i.:__ ~ l II PLANNING CASE No.: ~
~ i
'i 7 SITE DATA TABLE ~ ~ ' C'~ ~
, ( `t, l l I ~l . ' APPLICANT: INNKEEPER PROPERTIES, INC. ~~o ~ ?~,r
Sri ~ ~ ;t I ~ 4741 S. MAIN STREET ~i~d~s~'~4'. ~ ~ ~
~ WINSTON SALEM, NC 27127 ~n ~p~~3~cy a'~ ~ ~ I ,
( ~ j (0) 336.788.9444 ~,~c .
I ~ 1' 1 f t ~ 1 j (F) 336.788.9403 ~ ~ ~ 9 ~ ~
t f ~ ~ I ~ OWNER(S): NORTHGATE REALTY, LLC RAND W KENAN JR &
~ ~ ~ 1~, 1 I 1058 CLUB BLVD., STE 200 RAND NANCY H m
1= t , 7 1 DURHAM, NC 27701 1058 W. CLUB BLVD. ~
1 ! I' ~ f (0) 919.286.4407 DURHAM, NC 27701 i ~ ~ c
I ~ ~ ~ ~i , (F) 919.286.3948 (0) 919.2$6.4407 ~ ~ ~
E f I ~ ~i r ~ ~ (F) 919.286.3848 ~ ~
~ I I; I ( ~ o PIN(S); 0822-12-75-8602, 0822-12-75-4566 ~ ro ~
I ~ [ ~ ~
NORTHGATE ASSOCIATES
ATTN GERRY BOYLE ( f . PO BOX 2476, DURHAMM; NC 27715. ~ i~ ~ I f f TIER: URBAN ~ ~ p ~ + E \,A. ~ c~
PIN: 0822-11-66-7091.L00 ( {i I { ~ EXISTING ZONING: LOT4R - CC (1.71 Ac.), RU-5(2) (1.O2Ac.) ~ ai
PARCEL ID; 106003 (I ~ ~ ~ f ~ ~ r I % } ; CATt DBtPG.975, 480 ~ ~ i ~ , ~ I~ 1 TOP ~ LOT RAND • CC (1.71 Ac.) CATCH BASIN ~J~ ~ ~
LANQ USE; COM 1 WI LEASHdL© } ~ j ~ ~ I I I ~D~-~ INV I'~~ TOP 351.32 l~ ~ ca ~ INV IN 344,54 TOTAL CCDISTRICT - 3.42 Ac.
ZONING: CC ~ i I I ~ INV C TIER: URBAN I ~ ~ INV OUT 344.43 F TOTAL RU-5(2) DISTRICT -1.02 Ac.
I ( ~1
I ~ o ~ i P ° , f. WMH EXISTING LAND USE: VACANT RESIDENTIAL, VACANT COMMERCIAL
I ~ CATCH BASIN i I ~I ~ , ~ 7 ~ TOP 353.51 " _ COM l BANKS & OFFICES
I ( ' ~ i INV IN (1) 340.03 , k----~"~' EXISTING ASPHALT ~ PAVEMENT (TYP.} , LOT AREA: 2.727 Ac (LOT 4R) 1.712 Ac. (LOT RAND)
' f ~ INV iN (2) 340.1~~ IN}(.~k~~79~ ` REF: PLAT BK 157, PG(S) 213-217
J~ . CWP' I
STORM MANHOLE - TOP 355.11.---~ ~ i ~r ~ 1 CAT H BASIN TOTAL -4.439 Ac.
~'i'~ 330.51 p ~ i ..-y-, "lp, T 352.25 --1-' i
i.~ N.C "KERB" NAD $3 , ri'"~~NV IN (2} 334.32 „Q~ S1GN~ s~GN~ f ! ' " I vouTS4s.1a WATERSHED CATCH BASIN t~9ANNOLE
. ~ ~ ~ GRID COORDS. INV EN (3) 333.99 r~ =826,500.673 .--~r~'"~ INV OUT 330.42 ~ ~,2 / - ~ ~~~,^I i ~ ToPS51~~5 ~s, OVERLAY: NONE ~ ` INV I~1,a43.15 ' ~'Cp TOP 342.99
J, ,Tf r~ ~ E=2,028,020.9$0 ~°~,-"--''r y.---2j""°a! y INV IN 33 . - INV {~1JT 343.0§, "°INV OUT 345.85 iNV OUT 35.68 ADDITIONAL
(TAKEN FROM - _w..~. r ~ ,-'"'i N--r"". - J a ~ P.B. 157, PQ. 215 EXISTING ASPHALT ~ tl I .t, OVERLAY(S): NONE ,~he,,.«..«... ~
SLOPE EASEMENT.#7 =a" 4 E ~ ( } PAVEMENT TYP. ~ 3 ~ ~ . D B. 4497. PG. 209ISEE'VOTE a).%- , z,- u i ISEE'VOTE aj ' a ~ ~ ~ 1 ,,,c°°ia ~ eee~~ ~ ~
I`~ ~ ^ .r! „ SIGr ~ ~ ~ ~ ~ ~ ~ ~ STEEP SLOPES: NONE Q s~ ~ t a
t ~ - - - . - sm _ ~ j~ ~ MANHOLE RIVERBASIN: NEUSE o ~ ~
T~?P 347-~k9 . I _-.._m I . TOP 352.57 y, Y e: ~ ,e Q e ~ ~ ~ (;~I INV IN 342.36 °e~ty
,,-~'O ,~~tL ..060 ~ - 1 , - ~ . , ~ r`'~I ~ „w-INV bUT 339 75 INV OUT341.95 FLOODPLAIN THE PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD :-I Oi~''~.e<..e
~„w""'"~ ~ „ ~ ~ 'SIGN , s ' f ~ ' . EB I ,I ~ FH DATA: HAZARD ZONE. IT IS LOCATED.IN ZONE "X" AS DEFINED w
~ ~ ,.w 29 PRIVATE STORM ~ ,~a DeRM.-NCDOT ~ TEMPOR,4R~Y~GDOT ` ( ~ CATCH BASIN _ w : ~ ~ S,>riOPE"'EASEMENT #1 . f % itj~ I ' ~ BY FEMA FIRM COMMUNITY PANEL #3720082200) DATED ~
DRAlINA6~ EASEMENT ~ ~ CONSTRUCTION EASEMENT j TOP 362.06 _ / 2-0"PRIVATE STORM ~ Gwe -a4si Pc zos ' " ° , ~'dAINAGE ESMN7. 7 . ~w P B 14A, RG.113-114 Y: D 3 4497, PG 209 T ~ ~ o ' ~ _I ,I I MAY 2, 2006. ~ ~ , --k~~IARD,~6-Yi~r; IHRIE;`tLIS M;-1t~t,CARaaN,
F SEE~NC~YE° D. B. 4497, PG' INV IN 1 3.2.91 DRAfNAuE EASECENT ~ 1, . - EXIBTINGASPHALT - ;E{R'„ 7~.,k.,.,_.2i. - (TAK~NFROMP.H.167,PG.2i3217i ,,m y,. 1 I ~ i } ~ ~ _ BONNIE & TOr~v
PAVEMENT (TYP.} INV IN (2) 352.96 144 H~~rTa-114. - ~ ~ - _ , r ' INV OUT 352.81 „ ~ E ~ ~ j 6205 CRAI AD, DURHAM, NC 27712 WETLAND CHANNEL / ACCORDING TO USGS AND DURHAM COUNTY SOILS ~ ; ~ WMH ~ ~ P~ ~ s22.12-s5-16o9 STREAM DATA: MAPS THERE ARE NO STREAMS AND ASSOCIATED
r d ~ , w (1 ~ . w- -r - cEL ID:1o5929 BUFFERS ON SITE. INITIAL ENVIRONMENTAL STUDY
~~RCP ~ ~ ~RIVA~E„S~tM 20' „ ? ° t r 4 ~ 1 E EASEi~E. , _ ' w~ 1 ~ ~ PG: 58491647 R1W NAIL ` ~'NIti~IH r~ HAS DETERMINED POSSIBLE JURISDICTIONAL ~ L ~ USE: VAG RES
I I .k>~ ~ DRAfNA~ x,20 , ~ 1 ~ PG ~ ~ i { ~ ~ ; o,,: ~ a p.B: t.26~ 3 ~ ~ ; M _J ' ~ c. t 20OAI< ~ ~ 1 m_ ~ - zONING: RU-5(2} FEATURES. IF VERIFIED BY ALOE, PERMITTING WITH
~ a . _ , ~ ` t s° ~ ~ , ` ` ~ ~ TIER: URBAN ACOE AND NCDWO WILL OCCUR AT THE SITE PLAN
_ _ \i - 23'OAK ,n~ . ~ ,,a , „ s ~..PES' . / 85 LF OF ST EA Td~BE_ ww,~~~.. ~ j - ! Ir " ° ~ _ ~ - APPROVAL PHASE.
~ . r C9,a , - ~ t_: ~ „ „..INU Q u r ' 20' s ; 26°OAK s-" ~ ~ ' OKOLI, MICHAEL E JR. 't ` ~ MtD ALL WAY, CARP, NC 2~51s NATURAL OR
~L, : ~ P_ERMANEN`fLYIMPAGTEDAND , zin ,rte-,- t:, a - / j - ~ e EXISTING ASPHALT f ~ ~ ~3~~.10 , t`~~ i -FILLED. { 0. 1{ ` ] i i ~ta ~'PAVEMENT`(TYP } it STING A,SPHALTj-'~ y EP~N: 0822-12-85-1604 J /EMENT~(TYP } ; HISTORIC INVENTORY
r'r , I ( ~ I I TEMPORARY NCDOT ~ ~ ° ~ ~ ~ ( ~ (7 t r ~-6 - G~ISTRUCTION E~MN' ~ i 0~~ ~ / ~ ,m , ~ ARCEL ID: 105930 I~- SITES. NONE 2 I BKPG-157s ~ s2s ~ ~ 0. ~
~ ~ ~ ~ ~ ~TR~NS ~ 27271~C~;ES V 1 s' J , t..,. ..~w.,n.,...,M..c Elk ~ ~ , D.& A49i PG 2C9k C1~ w ~ `t, __~1 ' ! ~ ~ E 6d i~ ~ ~ N(SRTNQATL RE'AL1J~, LLGsa , LAND U E: RES tSINGCE-FAMILY ~ ~
° a _y _ ~ F P.B. t5~, PCB. 213-217) / r~ ~ . ~ ~3Uh>[P~TEf ~ ~ r ~ ~ i ro/ 1058 CLUB,SCE~ TE"200a,U~IRHAM, NC 27701 ~ t) . zoNING: Ru-5(2) ~ Q
EXISTING ASPHALT ' ~ 'J~~¢ ~":P "0822-,~~%5-$509 ~ 5~ PAVEMENT"TYP. ,.AD~~-.Da ~,Q~. S , ` ' s TIER URBAN o ~ c ~ , " " _ wn,, EXISTING IMPERVIOUS 7,563 SF OR 6.4 /o (Lot 4R) Q G Z .4 ,I
/ ~~16',, ( ) Q;~. ~,~PARCFt-10:106009 i " / ~ ~ A ~ ~~;c,~ . 1 ,2b PRIVAT`f STORMS '/PG: 5634178 ~ ~ ~,'a - 1 E ~ ~ ~-~-----~Ka,~PATHiAN, PETTINA MAftY ~ GzoPC~ SURFACE: 48,236 SF OR 64.7% (Lot RAND) ~ tt " ~ ~ ~ ~ 1620 DUKE sT~EET, DURHAM. NC 2701 55,799 SF OR 28.9% (Lot 4R and Lot RAND) ~
, ` ~ ~ .1 ~ CATCH BASN~: _ ~ DRAINAGE'~EASEMENT•, - L,ANdUSF-VACANT CdMM.: VACANT RES. U ~ t ~ m. , ~ ~ I , j PIN: 0822-12-85-1509 ~
'4,, ~ TOP 363.73 ' 'RB 144 Ps.1'r3-114. ~ ~ ZONING: CC & RU-5(2) ~ ~ ~ ~ _ ~ ~ 0~ ~ `4;~ 1 ~ INV IN 351.82 ~ ~ , TIER: URBAN ~ t~~~6Q - s. ' ~ " .J PARCEL ID: 105939
/ ( _ ti ,INV dUT,339. ~D"B 5694 PG 78 L07 AR i''~ ~ ~ ~ LOT RAND f ~ ~ ~ f(~U OUT 3~1T58~._ L , ' ~ L ~ ~ ~ ~ ;I ~ DB~F?G: 15961449 ~ TREE COVERAGE Z Q ~ ' ! i w 0- L ND USE: RE SINGLE-FAMILY AREA. NOT APPLICABLE (URBAN TIER) ~
1,712 Ac. '4; n/ 1 i , B.M.15/,PG.213-zrr Utn " ~ i ~ _ ,r i P:N 0822 12 75-85C9 U ~ - ~ RAND, VV KENAN JR & NANCY H 18.5 24 18.5 ~
~ ~ , r ~ ~ C(d RAND ENTERPRISES TYP I.........~ I° ~ s i {~TIER U BAN ~ I~ , ~ ~ ~ } ~ _ ~i.__~-~ L MAP NOTES Q ~ O
/ 6 r I ' ~ ~ 1 1 PO BOX 2475, DURHAM, NC 27715 EXISTING ASPHALT ~ , ~ ~ % ~ ~-f ~ f t x y ~ t o, , _ CC ~ - 1. LOCATION AND TOPOGRAPHIC SURVEY FOR LOT 4R AND LOT 5R WAS PROVIDED Z ti G V
f r PIN:O$22-11-75-4505 1 _ PAVE€t~~NT (TYP... ~ ~ a; Gt~v ' ,1 I ' ~ ~ PARCEL ID: 106014 ~ ~ It . ~ ! o° 10"OAK'.. `r t-t r i, ~ ~ Gift SUP aHSUPi FoRTHOFER, LENORE R BY ROBINSON &PLANTE, PC, AND DATED 08-25-08. ~ Q rp~ ~ ~i ~ 1618 N DU E STREET, APT B, DURHAM, NC 27709 ~ ~ 0
_.._.__,..a_. _ ; 0 _ { 0 -_e t - DBIPG: 979 / 313 ~ i ' x G ' t ND USE, COM (BANKS & OFFICE ~ W' ' ~ 2. BOUNDARY SURVEY FOR LOT 4R AND LOT 5R WAS TAKEN FROM A PRELIMINARY ~ W V ~ PIN: 0822-12-85-0594
; __...CRTGH BASIN ,.t , ~ c r % ~ I ZONING: CC r I ~ :u 4"°, ~ ~ - ; _ '~-1PARCEL ID:1o5932 MAP BY PHILIP POST & ASSOCIATES ENTITLED "ALTA SURVEY LOT 4 NORTHGATE ~ ~ ~ Z
° 1 ~ i~'"' TIER: URBAN ~ ~ ~ ...TOP 364 22 - r ~ ' r m , - (DB~PG: 2754 ~ 971 ASSOCIATES" DATED 2-13-08, AND PLAT BOOK 157 PG. 215 RECORDED IN THE Z I ~A D USE: RE512-FAMILY DURHAM COUNTY REGISTER OF DEEDS. ~
f ~ t 5 ! ~ , 1 WV IN 359 60 19 ~ ~ ro r ~ Pe u;zPG.21aa1r r' ' , ~ m f , i INV OUT 359.32 ,r~~1F~; t ~ ' ~ , B CHMARK zONING: RU-5{2} 3. BOUNDARY AND LOCATION SURVEY FOR LOT RAND AND LOT. EASE WAS TAKEN p
'fit' ~ ' 3Stor~ ~44~-q,,, ~ r Q , :E,`: - ~ 1 ' v. t ~ 19.212 SP (HAtdK & OFFICE) I 0` ~ 15 ~ PRIVATE STORM r di` RAILROAD SPIKE IN PP TIER: URBAN ELEV=359.32 FROM A MAY BY PHILIP POST & ASSOCIATES ENTITLED "ALTAIACSM LAND TITLE X
_ r w { t 1 r i ~ , / „ i ~ 'CATCH BASIN I ~ 33 OAK ~ I i ~ ~ j 1( ;r I , _ . _ DRAINAGE EASEMENT , ~ , FORTHOFER,LENORER ~ ~ 161a N DUKE STREET, APT B DURHAM Nc 27701 SURVEY" DATED 8-16-06, AND PLAT BOOK 157 PG. 215 RECORDED IN THE W
TdP 370,06 _ ~ ~ >1 f 7 f ~ t : i ~ { ~ ~ '=f P.3.157,PG.218.217 ~ ~ J w. 3 ~ ~ PIN: os22-12-s5-o4a9 DURHAM COUNTY REGISTER OF DEEDS.
' ~ ' ~ ` INV IN 36,ri.74 1 ~ - r t , _ ~ Q I V '"~~,.~g°.. ,~~t ~ 1 ; ~ STORM MANHOLE SIGNAGE , ~r INV OUT 365.41 ;p. c~AGE ~ ~ ; PARCEL ID: 105933 ~ 4. ADJACENT SITE AND PLANAMETRIC DATA WAS PROVIDED BY DURHAM COUNTY
m LOTEAS~ i Cq / ,~2~ TOP 364.80 EASEMENT o ~ ~ rz, t,ATCH BASIN ! ~ ~ , 0.242 Ac. < LP _r- INV IN 1 396 54; P.B.1aa_PG 1S9 p l~ ~ STORM MANk4~Gl~lu~ 7 SEM~NT ` ExISTiNG ASPHALT DBlPG: 2754 ~ 971 GIS AND NCDOT ELECTRONIC FILES FROM ROADWAY IMPROVEMENT PLAN ~aa p~'r~~~'°' € ~ PAVEMENT (TYP.} LAND USE: VACANT LAND SHEETS 9 & 16 SEALED AND DATED 06/20/03 TIP I-O3O6DB .
N NORTHGATE REALTY, LLC ~ EXISTING AS r~) LT 70P 370.16 ~ a, ' t ' SI+ PAVEMENT Y . ~ ' TOP 365.16 ENV IN {2) 355.40 " . BB VD STE200 DURHAM NC2t7t;1 ~ , ~iNVOUT367.3$ ~ ~ ~ ,~,v" ~ i zoNING: RU-5{z} ~ ( )
105$ CLU L ~ ~ INV IN (4) 347:06""_ IN I OUT 335;27 r N i „ PIN. 0822-11J5-24$6 ! ! ~ ~ E ,N. t I _ .ENV IN(2~364,.51__.. .,DISK ~ r7:~K~ i ~ ~ TIER: URBAN 5. SPECIMEN AND LAND DISTURBANCE TREE SURVEY WAS PERFORMED BY ~ " _ _ _ . _ ; . ROBINSON &PLANTE, P.C.
~ - PARCELID.106010 f i _ _ . C3 ~ ~ ~ 1 t` { „2 ; ' ENV OUT 34f,96 10' ._..w _ - - ----F- _ _ rnS ; rl ;t ~ _ ~ ~ Bav~rDEN, DAVID L & MARJORIE D 6. NO TITLE SEARCH HAS BEEN PERFORMED BY ROBINSON &PLANTE, P.C. FOR
Q DBIPG. 5634 78 ° - ~ 12 RCls, r , _ ~ sto, ~ _ _ 19 ,r , 7 ~ ~ - ~ • % „ TOP 386.03 I LOT 5R 3P' PRIVATE SAN A Y ' ~ I `T.`A D USE: VACANT CdfU1MERCIAL „'"'1 f 11 r 1 ~ ' _ 161:4 N DUKE STREET, DURHAM; Nc z77o1 EASEMENTS AND EXCEPTIONS.
1 ~ . t ~ ~ - _ . I ~ ~ ~ INV IN 355.45 0 729 Ac. IT, R SE4,ER a ~ ~ f ~©NING; L'L' C~ ~ ISI( I1 ~ , 't "1~RCA ~iJATER LINE EASEMENT PRIVATE ACCESS EASEML~N ~ r + r i , ~ ~ 15"RCP ''+xz,; INUOUT35G,42;NOftTfiGATEREALTYLLC os.-~:ztcs. JtfJ PRIIATEfATcftLINE , ~ N~oL ~ PIN: os22-12-s5-o494 7, SLOPE EASEMENT WAS TAKEN FROM A PRELIMINARY MAP BY PHILIP POST & i~~e (2 PARCEL ID: 105934 ASSOCIATES ENTITLED "ALTA SURVEY LOT 4 NORTHGATE ASSOCIATES",AND
~ ° ! ' FH I , ' tG55 GLUE BLUD 9TE 200, u (p AND P°,dIATE STOR69 DRAINAu= EASEMENT 0 1 C2 T`E N r - ; S89"92'24"E 14$.76' ~ / ~-,a:,,v,:z t) P.B. 157,~U:2A - ~ _ ~ ~ _ _ T.9F 9o4ill DURHA~d, NC 2'7/01 I~ f PeRABLE WD,H) co: - r' ~ t TOP363: ~ ~ DBIPG; 10121549 I INV IN {1 } 35 .82 ~ LAND USE: RES !SINGLE-FAMILY DATED 2-13-08.
f7{ , I;VYN355.5& PIN~.0822.12~~75~~6481 .te~,Fa~`y2t% ~ ' U _ w~ T ~....L.-..: ~ E` ,-4....~.. = ~~~.~is~, ~a 2t3za7 € j k i j` „ .1 , , INU OU1355.55 , .PRIVATE STORM DRPINAGE \ . INV IN {2) 35 .68 ZONING: RU-5(2}
' i _ , _ ` EAaEMENT -u. , ae.ts~.--oa~n ^1 ~ WV o 4 ~ I 9 ~ MANHOLE ~ ~ , ~ ! INV OUT3ss.' TIER; URBAN GENRAL NOTES
~ _ OP 3n"5 h~"' ,4 71.._ a,4.fii C.. ~ EX a"" DIP WATER LINE f,.,.„,. , m~ r ' (fl ~ r_. , _ ' 1. THE NEAREST TRANSIT STOP IS LOCATED ON CLUB BLVD APPROXIMATLY 20 ~
p ~ ~ f ~ TOP 370.74 -o , +o - 30, ,r~ k CATCf9 BASIN EX 8 DIP SS ITS5ar1 I ~ (100.3~j , ~ ~ r 1 INV IN 364.66 r'TOP370.54~ - ~ ~ _ , ~ JLrM s 131.17j'`^ /~--E,R ~ ,u--W _ r ~ i ~ RAND, W K JR. & LUPTON, MARY R ~
~ { 1 s Cq INV OUT 364.37 {NV IN%366.74 ~ ~ ' ~w~8°2511'W 231.59' TOTAL S,Gb Y i i - EIR PO 8~~~76~ DURHAM, N~ 27705 FEET WEST OF THE INTERSECTION OF GREGSON ST. AND CLUB BLVD. THE ~ ev z ' f PIN: os22-12-a5-o3s9 TRANSIT STOP IS WITHIN A QUARTER OF A MILE OF THE PROJECT SITE. ~ ~ N o~ I ~ PARC L lD: 10593 ~ ra- ~ ~ w o
o ~ , ,NN! (UT 366.64 - ~ ~ _ _ r ..n. I I I 15 RCP t ~ L11 w~ s,p 3: r ~1 3 ~ ~ ` ~ ~ MANHOLE ,~,~w _ ~ , `--e~rG: B~' WILL 2. A PROPOSED BIKE LANE ALONG N. DUKE STREET.IS INDICATED ON THE LONG ~ ~ ~ Z o ~ d
` C1 ~ ° ' A A INLET r, ~ >1LP ; 8 BRICK EXISTING ASPHALT ~ ~ ~ ~ ( 0 ~ _ U ~ ~cp ` ~ TOP 367.91 o -i N89 2224"~U ~E - ~ ~ WALL. PAVEMENT (TYP,} LAN!} USE~vAC RES (LOTS UML TRACTS RANGE BICYCLE PLAN MAP 4.5. ° ~ " ~ o ~ -
1 ~ ~ -~L ~ OP 366 Q$ d a r ~ ~ INV IN 369.24 r~ 1' INV IN 361.39 I ~ ~RAVECJ A ~ 1 TRAM ~ YS,. ~'I'-'; tp' ~ ~ ~~~GATCH BASIN i ~ ~ INV OUT 359.11 ~ ~ 8 ~ ZONING: RU ~ 21 ~ ~ r~ ~ w c4i ~ ~ LEGEND a 11 ( ~ I BAN
r s E"CN ~ ti, ~ CATCH BASIN INV OUT 356.6$ TOP 365.96 ! ~ '`~E AREA j w { ~'A TOP 367.08 r r--... _ -,:„CO ~ ~ TIER UR....... ~ ~ w w w ~ w~ w 'o~ ou. 'om o ~E , (BC)-BACK OF CURB ~ L „ ~ ~
~ i°"Jr'' JR . R(~ ~ 10' INV OUT 301,69' I C ~Itr~q~ A T~° INV OUT 363.58 ~ CATCH BASIN ~ ~OH -`~j` ~3I a?~~ o ~a a°a a~ I I (TRANS}-TRANSFORMER
( Srfl ~ TOP 367.24 E ~ j 8's> R ~ EXISTING ASPHALT Ii (DWALL)-DUMPSTER WALL
c E' I ~ nG ti,E'j~ M ~ f INV iN 360.69 ~ 1 STORY BRICK II _ ~ INLAN AME ICAN ST PORTFOL O II LLC R&T PROPERTIES OF NC, LLC ~~a:~ ~lyT PAVEMENT (TYP.} I BUILDING f , L ~ PO BOX 1039$ GREENSBORO NC 27404 I INV OUT 358.34 I ~ ~ I ~ 2901 BU ERFI LD RD, OAK BROO , 16 , ~ ~ I I I ~ ~ (LP)-LIGHT POLE Q
o ' PI :0$22-12-75-2374 PIN: 0822-12-75-5234 ~ ~ ~ HOLDING WATER ( I NCRETE ~ ~ CA CH BASIN _ I AREA ' , ! cAL~7ARY ORIGINAL FREE WELL ~APTISTCHURCH (RCP)-REINFORCED CONCRETE PIPE o 3-
~ P RCELID:106008 ~ PARCEL 1D: 106011 CATCH BASIN`' ~ I ~ _ ~ { ~ B1PG: 58351578 DB1PG:27131779 AREA INLET TOP 367.69 ~ II ~ _.__I 808 WEST CLUB BLVD, DURHAM, NC 27701 (FES)-FLARED END SECTION I PIN: os22-12-a5=n~e9 FH -FIRE HYDRANT
I TOP 369.32 INV IN (1) 363.11 r ( ' LA USE OOM(BANKS & OF I S LAND USE: COM (RESTAURANTS INV IN 365.22 TOP 369.33 INV IN 2 352.69 ( I I PARCEL ID: 105935 ( )
5 i ZONING: CC ZONING: CC INV OUT 365.10 INV 1N 358.23 I J i ~B1PG: 392 r 30~ (WV)-WATER VALVE LAND USE: GOMM SVC CHURC}-l
3 I I I TIER: URBAN I TIER: URBAN INV OUT 358.13 INV IN (3} 363.29 FIRST UNION NATIONAL BANK QF NC I ~ ( i INV OUT 352,29 f LDT3 i Lora ,PO BOX 36246, DURHAM, NC~7701 I ~ zoNING: Ru-5{~) (WM)-WATER METER
~ .a.1s~r, PG 213-21~r P.6.157, PG. 21321 r J i PEN: 0822-12-75-8246 I o ~ I PARCEL ID: 106017 I TIER: URBAN (CO)-CLEAN OUT (BFPV)-BACKFLOW PREVENTOR VALVE
~ / s r 1,°'.,~,~.; i .I ( DBIPG: 1970 ! 34 ~ (OH)-OVERHANG z
U I r` LAND USE: COM /DRIVE INIEiANK I c Irv. ~ } ~ ' GW -GUY WIRE o ( ) ~
EXISTING ASPHALT i c ` TIER41ftBAN ~ ~ f (SUP)-SUPPORT POLE j
~ PAVEMENT (TYP.) Fn, t,t, ae_;tz I ` (OHSUPL)-OVERHEAD SUPPORT POLE ~ W
~ i I f ~ i (PP)-POWER POLE f f M H LP GWP CROSSWALK SIGNAL POLE
a o ~ I ! T s~5.a5 I ( WMH WATER MANHOLE Irv T 36s.s5 I i ( )
(J I I € I ~ ~ t (WIF)-WROUGHT IRON FENCE
LINE TABLE I o CURVE TABLE ~ I I [ rTM-- ~ ~ ~ ~ ~ ~-RIGHT OF WAY MONUMENT
~ I I L LINE BEARING DISTANCE II o ° CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG ~ ~ ~ ~ ; I i i (DISK)-EXISTING ROD WITH CAP o
z L1 S51 3314 W 8.86 C1 28°02'55" 15.00 7,34 7.27 3.75 N74°30'21"W I I I ~ (EIR)-EXISTING IRON ROD
~ L2 S64°3752"E 12.71' - X COMPUTED POINT ~ Q
° 8 22' C2 24 1546 260.00 110.10 109.28 55.89 S76 2132E / ~ - L3 N00 3943 W C3 57°36'22" 25.00 25.13 24.09 13.75 S86°58'11"W ~ ~ i ~ ~ ~EXISTINGGRAVELAREA z~z z
o L4 N66°35'54"W 25.14' I zma I 11 t ~ JURISDICTIONAL STREAM CHANNEL. TO BE E a c, DRAWING 1~ ~j j -
C4 13°54'23" 363.75 88.28 88.07 44.36 S25°44'09"W ~ I I ! 6 L5 S05°22'44"W 4.62 ~ ~ ~ f ~ { PERMITTED FOR FILL IMPACTS. ° o m
° 40. 2. 7 I , C5 46 3924 00 3 5 31.68 17.25 S45 0726E , I ~ ?I, I ~ ~~Q SHEET
= Lb ZDO 1 4,5 141E VV 8c. 1
14 C6 37°49'42" 363.75 240.16 235.82 124.64 S51°36'13"W o L7 N02 34 53 ; L8 S69°42'02"W 77.65' Cl 1301816 52.93 12.29 12.26 6.17 S88022 22 W
GRAPHIC SCALE W
° L9 S73°27'47"W 28.12' C8 11°22'38" 150.00 29.79 29.74 14.94 N80°38'49"E f' { 40 0 20 40 80 160 j 60 Mai PROJECT NUMBER
L10 S77°10'21"W 43.83' C9 80°57'24" 5.50 7.77 7,14 4.69 S45°51'26"W
22'46'30" 183.00 72.74 1 L11 S86'20'08 W 57.88 C10 72.2 6 36.86 S77-59'09"E I `
°o L12 NO0°3943 W 49.12 C11 2404433 174.36 75.30 74.71 38.24 S77°0008E f IN FEET )
L13 S03°59'50"W 60.76' C12 06°21'30" 1935.04 214.74' 214.62' 107.48' S78°42'50"W ! !l b_ } i inch = 40 ft. 106-08 F ~ 11 ~ ~ 1