22083_Texfi Haw River II_Receptor Survey_20210930

North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
BROWNFIELDS PROPERTY RECEPTOR SURVEY
This form was created to clarify and simplify preparing a receptor survey for a brownfield site. Please provide the information
requested below. Distances are measured from the site property boundary unless otherwise indicated by the DEQ Brownfield's Project
Manager (PM).
Site: Tabardrey Mills
Address: 105 and 205 Stone Street
City: Haw River
County: Alamance
Brownfields Project Number:
Date: 9/30/2021
22083-18-001
Property and Building Characteristics
Surface Conditions
Current Usage
Proposed Usage
Size of Property (acres)
15.86
% of property that is wooded/brush
15%
20%
% of property that is grassed areas
35%
20%
% of property that is agricultural crops
0
0%
% of property that is paved
15%
25%
% of property that is covered by buildings
35%
35%
The redevelopment design will include remodeling and renovation of existing historical structures, paved parking, and landscaping. The pertinent
draft architectural drawings for new construction are provided in Appendix A. A full set of the latest revision of the demolition and construction
drawings will be included with the Env. Mgmt. Plan. that will be submitted and approved prior to any soil disturbance on the BF Property.
If an existing building is on -site, please respond to the following. Information can be provided on additional sheets as needed. If
numerous buildings are on -site, consult with your PM as only information on specific buildings may be needed.
a. Provide occupancy and use information.
The buildings are unoccupied and are currently in disrepair. The property was formerly used for textile manufacturing. The future intended use is
mainly multi -family residential with amenities and parking with the possibility of some commercial/retail use along Stone Street.
b. Describe the construction of the building including materials (e.g. wood frame, block), type and size of openings (e.g. windows,
bay doors), and height (number of stories).
1. Cora Warehouse - 2-story building. Ext Walls: solid masonry & wood framed. Primary structure consists of steel columns and floor joists.
2. Cora Mill - 3-story building. Ext Walls: solid masonry & wood framed. Primary Structure: wood post & beam
3. Holt Mill - 2-story building. Ext Walls: solid masonry & wood. Primary Structure: wood post & beam
4. The proposed window, door, and storefront sizes are provided in Sheet A11.04. of New Construction drawings included in Appendix A.
c. Describe the foundation construction. Include details on type, floor construction, and depth below grade.
A detailed structural review of existing conditions is required to identify the existing foundation structure. There are below -grade basements and
crawl spaces at the Cora facility, and below -grade former dye vats inside the Holt facility. The depths below grade vary, and the later structural
review by the architect and general contractor will document the details of foundation construction.
d. Describe the HVAC system in the building. Include available details on type, equipment location, source of air return, and
design considerations (e.g. positive pressure?).
The buildings are in a state of disrepair and have no functioning HVAC system. A new system will be installed in each building during
redevelopment. The redevelopment plan includes a new HVAC system for the apartments that includes the following:
1. Heat pump units located on building roof and selected with minimum 14.0 SEER energy efficiency as required by local code.
2. Residential air handlers to be closet style, wall mounted. Closets will have louvered doors or grilles above solid door to provide a path for return air
into the mechanical closet and to provide access to the radiation damper at the supply duct ceiling penetration.
3. Fresh air to unit to be provided from sidewall exterior and ducted to unit return when unable to qualify for natural ventilation. If units qualify
for natural ventilation this duct will not be required.
e. Are any subslab ventilation systems or moisture barriers in place? If so, please provide details.
To our knowledge there are no subslab ventilation systems in place. If there are any existing moisture barriers still present, they will likely need to
be removed and replaced.
Rev. 09/2015 Page 1 of 5

North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
Surrounding Property Land Use
Please provide information on the following land uses in the vicinity of the subject site, including a map of the surrounding areas. If
specific receptors are present, please provide addresses of the facilities.
Zoning/Land Use
Current UWOccupant
Proposed Usage
CMU Community mixed -use zoning replaced the
previous Industrial and Warehouse zoning due to the
North
redevelopment of Granite Mill to the north includes multi -
Community Mixed -Use
family residential units. Other areas north of the Holt and
Cora Mills include industrial and commercial (I&C)
zonings with commercial business
I-2 Heavy Industrial and Warehouse
Heavy Industrial and Warehouse - the property use is not
South
The adjoining properties to the south are partially wooded,
expected to change; however, based on the current use and the
however, and are not currently developed for industrial use.
intended redevelopment of ey Mills, the zoning
Tmay
c
classification may change
B-2 GeneralCommercial ZoneIR-12 ResidentialSingle-
Family Zone
East
Properties along Main Street east of the Cora Mills parcels
General Commercial/Single-Family Residential
are small businesses, afire station, the Town Hall, and
private single-family residences.
R-12 Residential Single -Family Conditional ZoneIR-
7 Low Density Residential Zone
Several residences adjoin the property to the west.
West
Residential zoning continues across Haw River to the west.
Single Family Residential
A public park is located west/northwest across the Haw
River from the Granite Mill development.
A copy of the zoning map is provided in Appendix B.
Specific Land Uses of Interest
Y' N *
Di t a c
Direction
Address
Is a school or daycare center within 1,000 ft of the
N
Is there a residence within 1,000 ft of the Property?
Multiple residences are located within 1,000 ft of
Y
Various
All
the property boundaries. A table of the property
addresses and owners is provided in
Appendix C.
Is there a basement within 1,000 ft of the Property
West of the
Y
65 ft
Cora
Property records indicate 243 and 247 E Main
Property
Street have finished basements.
Boundary
The surrounding land use and sensitive receptors map and the table of residence addresses are provided in Appendix C.
Utilities
For the subject property, please provide a map of known buried utilities. If available, include depth to top, construction material, and
diameter of the utilities. In addition, please provide the following information on utility providers. If additional assessment is
required, the public utility locators should be contacted. This information can then be added to a site map.
Is there a septic system on -site? (Y or N) N
Please provide the utility providers for the subject property
a. Natural Gas Piedmont Natural Gas
b. Sewer Town of Haw River Public Works
c. Electricity Duke Energy
d. Other AT&T communications and Time Warner Cable
Rev. 09/2015 Page 2 of 5

North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
For surrounding properties, please complete the following table with available information.
Utility/PotentialReceptor
Y/N *
Distance (ft)
Direction
Is a storm water pipe within 100 ft of the Property boundary?
East - Drop inlets were observed along
Y
25
the east side of Stone Street across from
Cora Mill.
Is a sanitary sewer within 100 ft of the Property boundary?
East - A sanitary sewer manhole cover
is located at the Cora Mill property
boundary with Stone Street. According
to the Town of Haw River Utilities
Y
<10
Department, the line crosses the Cora
property to the west and then runs
south along the west side of Haw River
to the adjacent treatment facility
located south of the Holt Mill property.
See Appendix D
Is a septic system leach field within 500 ft of the Property boundary?
A septic leach field, septic tank, and
water supply well are noted on the
N
property located at 596 Stone Street,
approximately 650 feet east of the
easternmost (Holt) property boundary.
See Appendix C.
Is a water line main within 100 ft of Property boundary?
East -Fire hydrants were observed
Y
25
along the east side of Stone Street (see
Appendix E - Photolog and
Appendix D.
Is a natural gas line main within 100 ft of the Property boundary?
East - Natural gas lines are marked
along the east side of Stone Street and
along the south side of the entrance
road to Holt from Stone Street (see
Appendix E). Town Employee who
has worked at POTW south of Holt,
now pumping station, said that at one
Y
25
time the Town had wanted to run a gas
line back to the (then) POTW, but the
line was too expensive to bring in. The
private utility locator traced the gas
line from that marker back to the SE
across the former parking lot area at a
heading back towards toward Stone
Street.
Is a buried telephone/cable main within 100 ft of the Property boundary?
East - AT&T fiber/cable markers were
Y
25
observed along the west side of Stone
Street (see Appendix E)
Overhead power lines were observed at
the property and beyond. No evidence
of underground electric cables were
Is a buried electrical cable main within 100 ft of Property boundary?
N
observed.
According to the Utilities director for
the Town of Haw River, electricity is
provided solely through overhead power
lines near the site.
* If yes, please provide a map or detailed information (distance, direction, depth) of the utility in correlation with the subject property.
A map of the water and sewer lines at and near the Cora and Holt Mills is provided in Appendix D. DAA was unable to obtain the natural gas
and fiber location maps; however, according to field observations and discussions with the Town of Haw River Utilities Division manager, natural
gas lines and AT&T fiber lines extend the length of Stone Street on the eastern side. The actual depths of the utilities were unavailable. According to
the Piedmont Natural Gas and AT&T websites, gas lines and fiber cable in North Carolina are buried approximately 24 inches below the ground
surface, and service lines are buried approximately 18 inches below ground surface.
Rev. 09/2015 Page 3 of 5

North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
Water Supply
The purpose of this section is to provide information on the water supply for the site and surrounding areas.
What is the potable water supply for the property? Public _X Private
Water is not currently connected on the subject property, but is available and will be connected during redevelopment.
If Private, please provide details of the water supply source (i.e. well location, well construction, etc). If public, please include the water
providers name.
The Town of Haw River Public Works distributes the water, which is purchased from the City of Graham and the City of Burlington. Surface water
intakes are located at the downstream extent of the reservoirs at Stoney Creek Reservoir, Lake Mackintosh, and Graham -Mebane Lake. The Public
Water Supply Source Map and the Source Water Assessment Program report are provided in Appendix F.
Please provide the following information regarding water supply wells in the vicinity of the Property. At a minimum, a windshield
survey within 1,500 ft of the property boundaries should be completed to determine if water supply or irrigation wells may be present.
Information from applicable databases can and should be utilized; however, should not be utilized in lieu of the windshield survey. If
multiple wells are present within the requested radius, please provide a map of the well locations. If needed, please attach a separate
table to list all wells. Please note, the PM may opt for a more extensive water supply well survev if needed.
Water Supply Wells
YIN
Distance
Direction
Address
Is a public water supply well within 1 mile of the Property
N
596 Stone Street -
The property is noted on the Alamance County
GIS Mapping website as having a water supply
Is a private water supply well within 1,500 ft of the Property
1,100
Est
well and septic field.
boundary?
Y
1,400
EastSoutheast
225 Ball Park Lane -
A well house was observed. Public water is
available to properties in this area. A map of
sensitive receptors is included in Appendix C
N
Is an irrigation well within 1,500 ft of the Property boundary?
Surface Water & Wetlands
The purpose of this section is to provide information on the presence of surface waters and/or wetlands on, or in the vicinity of the
Property.
Provide Information regarding Surface
Response/Comments
Water and Wetlands
Are there surface water features on the
yes.
property? (If yes, please complete a. to d.)
a. Is the water body naturally
Located on the east side of the Colt building is a man-made concrete -lined 220,000-gallon capacity
developed or man-made?
reservoir previously used for fire suppression and cooling water.
b. List the uses of the water body.
The reservoir is not currently used, but according to historical information, the water was used for
re suppression and for cooling.
c. What is the source of the water for
Currently, the source is rainwater. During the facility operations, it is possible there was an on -
the water body?
site production well supplied water, but there are no records of one in historical reports.
d. What is the nature of the bottom of
the water body (e.g., rocky or concrete
The lagoon is constructed entirely of concrete including the bottom.
bottom, drainage ways or impoundments)
Rev. 09/2015 Page 4 of 5

North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
Provide Information regarding Surface
Water and Wetlands
Response/Comments
If no on -site surface water features, what is
The closest off -site surface water features include a intermittent stream that is a tributary of the
the nearest surface water body?
Haw River on the parcel adjacent to the Holt parcel to the southeast, and the Haw River that lies
approximately 500 ft west of the Holt parcel. The features are shown in Appendix C.
Are there any wetlands present on the
property? If no wetlands on -site, are
According to the National Wetland Inventory, there are no designated wetlands located on the
wetlands suspected on adjoining
property or on adjacent properties.
properties?
Rev. 09/2015 Page 5 of 5

APPENDIX A
Architectural Drawings

TABARDREY MILL
Haw River, North
Civil Engineer
Grounded Engineering
4909 Liles Road
Raleigh, NC 27606
[phone]
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Architect
JDavis Architects
510 S. Wilmington Street
Raleigh, NC 27601
[phone]
Caro
Land Planning
ina
JDavis Architects
510 S. Wilmington Street
Raleigh, NC 27601
[phone]
Sheet List
Sheet Number Sheet Name
C0.00
COVER SHEET
LS1.1
SITE PLAN
DC1.01
DEMOLITION PLANS
DC1.02
DEMOLITION PLANS
DC1.03
DEMOLITION PLANS
DC2.01
DEMOLITION ELEVATIONS
DC2.02
DEMOLITION ELEVATIONS
DC2.03
DEMOLITION ELEVATIONS
DC2.04
DEMOLITION ELEVATIONS
DH1.01
DEMOLITION PLANS
DH1.02
DEMOLITION PLANS
DH2.01
DEMOLITION ELEVATIONS
DH2.02
DEMOLITION ELEVATIONS
DH2.03
DEMOLITION ELEVATIONS
AC1.01
NEW CONSTRUCTION FIRST FLOOR PLAN - CORA MILL AND WAREHOUSE
AC1.02
NEW CONSTRUCTION SECOND FLOOR PLAN - CORA MILL AND WAREHOUSE
AC1.03
NEW CONSTRUCTION THIRD FLOOR PLAN - CORA MILL
AC1.04
NEW CONSTRUCTION ROOF FLOOR PLAN - CORA MILL
AC3.01
NEW EXTERIOR ELEVATIONS - CORA MILL
AC3.02
NEW EXTERIOR ELEVATIONS - CORA MILL
AC3.03
NEW EXTERIOR ELEVATIONS - CORA WAREHOUSE
AC3.04
NEW EXTERIOR ELEVATIONS - CONNECTOR AND HOLT MILL
AH1.05
NEW CONSTRUCTION FIRST FLOOR PLAN - HOLT MILL
AH1.06
NEW CONSTRUCTION SECOND FLOOR PLAN - HOLT MILL
AH1.07
NEW CONSTRUCTION ROOF FLOOR PLAN - HOLT MILL
AH3.05
NEW EXTERIOR ELEVATIONS - HOLT MILL
AH3.06
NEW EXTERIOR ELEVATIONS - HOLT MILL
AH3.07
NEW EXTERIOR ELEVATIONS - HOLT MILL
A11.04
DOOR, WINDOW AND STOREFRONT ELEVATIONS
LLS
N
Oakdale
Town and
Country Park
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DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
CHECKED BY:
Checker
CONTENT:
COVER SHEET
CO-00

EXISTING SITE DATA:
SITE ADDRESS:
PIN NUMBER:
DEED BOOK:
RECORDED MAP:
ZONING(S):
OVERLAY DISTRICT:
ACREAGE:
EXISTING USE:
ALLUVIAL SOIL:
FEMA MAP PANEL #:
205 STONE STREET, HAW RIVER, NORTH CAROLINA 27258
8895222052,8895214347
DB 3839 PG 0916
BK 67 PG 479, BK 74 PG369
1-2
N/A
12.8 AC
N/A
N/A
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF HAW RIVER AND/OR NCDOT
STANDARDS.
2. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM
AMOUNT OF INCONVENIENCE TO TRAFFIC.
3. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN
PLACE.
4. THE CONTRACTOR SHALL REPAIR ALL DAMAGED INFRASTRUCTURE IN THE RIGHT-OF-WAY AND
RESTORE IT TO PREVIOUS OR BETTER CONDITION.
5. THE CONTRACTOR SHALL REPAIR ANY DAMAGES TO ADJACENT PROPERTIES AND RESTORE IT
TO PREVIOUS OR BETTER CONDITION.
6. IF CONSTRUCTION PLANS FOR PUBLIC AND PRIVATE STREETS OR UTILITIES SHOWN ON THIS
PLAN ARE REQUIRED, THEY MUST BE APPROVED BY THE PUBLIC WORKS DEPARTMENT AND
PUBLIC UTILITIES DEPARTMENT PRIOR TO ISSUANCE OF PERMITS OR RECORDING OF ANY PLAT
FOR THIS DEVELOPMENT.
7. FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY TOWN OF HAW RIVER INSPECTOR AS
NEEDED DURING CONSTRUCTION.
8. ALL SURVEY INFORMATION PROVIDED TO JDAVIS ARCHITECTS BY D3 DEVELOPMENT, INC. IN
DURHAM, NORTH CAROLINA IN DIGITAL FORMAT IN NOVEMBER 2020, AND SUPPLEMENTAL
INFORMATION WAS OBTAINED FROM WAKE COUNTY GIS IN NOVEMBER 2020.
9. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND
8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART.
OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN,
OR PARKED VEHICLE.
10. UNLESS NOTED, ACCESS ROUTE FOR EMERGENCY VEHICLES SHALL PROVIDE AN INSIDE
TURNING RADIUS OF 28' MINIMUM.
11. UNLESS NOTED, ALL DIMENSIONS SHOWN ARE TO BACK OF CURB.
12. TRASH AND CARDBOARD DUMPSTER(S) ENCLOSURE SHALL COMPATIBLE WITH MATERIAL
AND/OR COLOR OF THE PRINCIPAL BUILDING.
13. CONTRACTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT PRIOR TO ANY
CONSTRUCTION ACTIVITIES. CONTACT NC ONE AT 811 FOR FIELD LOCATION OF
UNDERGROUND UTILITIES.
14. HANDICAP PARKING SPACE(S) AND HC ACCESS AISLE(S) SHALL BE NO GREATER THAN TWO
PERCENT (2%) PITCH IN ANY DIRECTION AS PER ADA STANDARDS.
15. PROVIDE SIGNAGE AND STRIPING OF HANDICAP SPACES AS PER ADA STANDARDS.
16. ALL RETAINING WALLS GREATER THAN 30" IN HEIGHT TO INCLUDE SAFETY RAIL OR FENCE.
17. THE MINIMUM CORNER CLEARANCE FROM THE CURB LINE OF INTERSECTING STREETS SHALL
BE AT LEAST 20 FEET FROM THE POINT OF TANGENCY OF THE CURB. NO DRIVEWAYS SHALL
ENCROACH ON THIS MINIMUM CORNER CLEARANCE.
18. WC ACCESS RAMPS WILL BE PROVIDED IN ACCORDANCE WITH CITY OF RALEIGH PUBLIC
WORKS DEPARTMENT STANDARDS, PROWAG STANDARDS AND ADAAG SPECIFICATIONS
19. ALL RAMPS AND HANDRAILS SHALL BE CONFORM TO ANSI, NCSBC, AND ICC STANDARDS AND
SPECIFICATIONS.
a
Know what's below.
Call before you dig.
SITE PLAN
80' 40' 0 80' 160'
SCALE: 1" = 80'
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FOR REVIEW ONLY
NOT FOR
CONSTRUCTION
PROJECT:
D3D-20087.140
DATE
ISSUE:
XX.XX.2020
REVISIONS:
DRAWN BY:
KT, CHK
CHECKED BY:
KT
CONTENT:
SITE PLAN
LS 1 1

AC3.03
2
/
CW1,
C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28
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AC3.02
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1st FLOOR - CORA MILL AND CORA WAREHOUSE 1
1 /16"
FLOOR PLAN GENERAL NOTES
NEW CONSTRUCTION KEYED NOTES
FLOOR PLAN LEGEND
A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES. SEE CODE
SUMMARY FOR ADDITIONAL INFORMATION.
01
INFILL NEW ELEVATED WOOD FLOOR STRUCTURE TO ALIGN WITH EXISTING ADJACENT
[14] NOT USED
EXISTING DOOR TO REMAIN
B. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
COMMENCEMENT OF THE WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
02
FLOOR LEVEL.
INFILL EXISTING PITS / RECESSED CONCRETE FLOORS
[15] REPAIR EXISTING / INSTALL NEW STAIR AND RAILING STRUCTURE IN EXISTING LOCATION
THE ARCHITECT.
lnl
CONSTRUCTED NEW ELEVATED SIDEWALK TO ADJACENT EXISTING CONDITION
IF STRUCTURE IS DETERMINED UNFIT FOR REPAIR / REUSE.
16 NOT USED
D#
NEW /REFURBISHED DOOR -SEE DOOR SCHEDULE
C. THIS PROJECT UTILIZES FUNDING FROM HISTORIC TAX CREDITS. WORK SHALL BE PERFORMED
IN COMPLIANCE WITH THE SECRETARY OF THE INTERIOR'S "STANDARDS FOR REHABILITATION".
WORK SHALL ALSO FOLLOW THE APPROVED PART 2 OF THE HISTORIC PRESERVATION
I] N
INSTALL NEW STAIR STRUCTURE
[17] APPROXIMATE LOCATION OF LOW PROFILE SKYLIGHTS 1 LIGHT WELLS OVERHEAD.
<AA\>
NEW WINDOW LOCATION SEE WINDOW SCHEDULE
CERTIFICATION APPLICATION (HTC PART 2).
05
INSTALL NEW VERTICAL CIRCULATION CONNECTING LEVELS (RAMP / STAIRS)
-
D. PLANS MAY BE ROTATED FOR CLARITY. REFER TO NORTH ARROWS AND KEY PLANS FOR
ACTUAL ORIENTATION.
<S##
NEW STOREFRONT INFILL LOCATION - SEE STOREFRONT SCHEDULE
06
NOT USED
707]
RESTORE 1 CONSTRUCT NEW ROOF STRUCTURE SIMILAR TO FORM NOW
EXISTING WALL OR ITEM TO REMAIN
10-81
DAMAGED 1 NON-EXISTENT
INSTALL NEW ELEVATOR AND DOORS IN EXISTING ELEVATOR SHAFT. CONSULT
MANUFACTURER FOR INFILL REQUIREMENTS OF EXISTING OPENINGS.
NEW WALL LOCATION
09
REFINISH / RESTORE EXISTING SLIDING / OVERHEAD DOOR AND FIX IN OPEN POSITION. NEW
10
STOREFRONT TO BE INSTALLED IN EXISTING OPENING (RE: WINDOW SCHEDULE)
CONSTRUCT NEW CANOPY STRUCTURE IN SIMILAR DETAILS TO PREVIOUSLY DEMOLISHED
UNIT
DESIGNATED UNIT RESIDENTIAL UNIT LOCATION - EXACT EXTENTS AND
Ell]
STRUCTURE IN SAME LOCATION.
NOT USED
INTERNAL LAYOUT T.B.D..
lul
NOT USED
13
NOT USED
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G DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
CHECKED BY:
Checker
CONTENT:
NEW CONSTRUCTION FIRST
FLOOR PLAN - CORA MILL AND
WAREHOUSE
AC1.01

(CW K)
FLOOR PLAN GENERAL NOTES
A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES. SEE CODE
SUMMARY FOR ADDITIONAL INFORMATION.
B. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
COMMENCEMENT OF THE WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
THE ARCHITECT.
C. THIS PROJECT UTILIZES FUNDING FROM HISTORIC TAX CREDITS. WORK SHALL BE PERFORMED
IN COMPLIANCE WITH THE SECRETARY OF THE INTERIOR'S "STANDARDS FOR REHABILITATION".
WORK SHALL ALSO FOLLOW THE APPROVED PART 2 OF THE HISTORIC PRESERVATION
CERTIFICATION APPLICATION (HTC PART 2).
D. PLANS MAY BE ROTATED FOR CLARITY. REFER TO NORTH ARROWS AND KEY PLANS FOR
ACTUAL ORIENTATION.
DC2.01 AC3.01
1 1
NEW CONSTRUCTION KEYED NOTES
Foi
INFILL NEW ELEVATED WOOD FLOOR STRUCTURE TO ALIGN WITH EXISTING ADJACENT
FLOOR LEVEL.
[02] INFILL EXISTING PITS / RECESSED CONCRETE FLOORS
03 CONSTRUCTED NEW ELEVATED SIDEWALK TO ADJACENT EXISTING CONDITION
04 INSTALL NEW STAIR STRUCTURE
[05] INSTALL NEW VERTICAL CIRCULATION CONNECTING LEVELS (RAMP / STAIRS)
06 NOT USED
07 RESTORE 1 CONSTRUCT NEW ROOF STRUCTURE SIMILAR TO FORM NOW
DAMAGED / NON-EXISTENT
[08] INSTALL NEW ELEVATOR AND DOORS IN EXISTING ELEVATOR SHAFT. CONSULT
MANUFACTURER FOR INFILL REQUIREMENTS OF EXISTING OPENINGS.
F09 REFINISH / RESTORE EXISTING SLIDING / OVERHEAD DOOR AND FIX IN OPEN POSITION. NEW
STOREFRONT TO BE INSTALLED IN EXISTING OPENING (RE: WINDOW SCHEDULE)
10 CONSTRUCT NEW CANOPY STRUCTURE IN SIMILAR DETAILS TO PREVIOUSLY DEMOLISHED
STRUCTURE IN SAME LOCATION.
91 1 NOT USED
H
NOT USED
[13] NOT USED
1
AC3.02
14 NOT USED
15 REPAIR EXISTING / INSTALL NEW STAIR AND RAILING STRUCTURE IN EXISTING LOCATION
IF STRUCTURE IS DETERMINED UNFIT FOR REPAIR / REUSE.
E16 NOT USED
E
APPROXIMATE LOCATION OF LOW PROFILE SKYLIGHTS / LIGHT WELLS OVERHEAD.
2nd FLOOR - CORA MILL AND CORA WAREHOUSE
1 /1 R" = 1'_fl"
FLOOR PLAN LEGEND �N
00
EXISTING DOOR TO REMAIN o
o
NEW /REFURBISHED DOOR -SEE DOOR SCHEDULE
AA NEW WINDOW LOCATION - SEE WINDOW SCHEDULE Q °
Q O
S## NEW STOREFRONT INFILL LOCATION - SEE STOREFRONT SCHEDULE
O
EXISTING WALL OR ITEM TO REMAIN
0 NEW WALL LOCATION
UNIT DESIGNATED UNIT RESIDENTIAL UNIT LOCATION - EXACT EXTENTS AND
INTERNAL LAYOUT T.B.D..
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DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
CHECKED BY:
Checker
CONTENT:
NEW CONSTRUCTION SECOND
FLOOR PLAN - CORA MILL AND
WAREHOUSE
AC1.02
N.

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UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT Q
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C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28
1
AC3.02
3rd FLOOR - CORA MILL
1116" = 1'-0"
FLOOR PLAN GENERAL NOTES
NEW CONSTRUCTION KEYED NOTES
FLOOR PLAN LEGEND
A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES. SEE CODE
SUMMARY FOR ADDITIONAL INFORMATION.
01
INFILL NEW ELEVATED WOOD FLOOR STRUCTURE TO ALIGN WITH EXISTING ADJACENT
[14] NOT USED
EXISTING DOOR TO REMAIN
B. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
COMMENCEMENT OF THE WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
[02]
FLOOR LEVEL.
INFILL EXISTING PITS 1 RECESSED CONCRETE FLOORS
[15] REPAIR EXISTING 1 INSTALL NEW STAIR AND RAILING STRUCTURE IN EXISTING LOCATION
THE ARCHITECT.
[03]
CONSTRUCTED NEW ELEVATED SIDEWALK TO ADJACENT EXISTING CONDITION
IF STRUCTURE IS DETERMINED UNFIT FOR REPAIR 1 REUSE.
16 NOT USED
NEW /REFURBISHED DOOR -SEE DOOR SCHEDULE
C. THIS PROJECT UTILIZES FUNDING FROM HISTORIC TAX CREDITS. WORK SHALL BE PERFORMED
D#
IN COMPLIANCE WITH THE SECRETARY OF THE INTERIOR'S "STANDARDS FOR REHABILITATION".
WORK SHALL ALSO FOLLOW THE APPROVED PART 2 OF THE HISTORIC PRESERVATION
CERTIFICATION APPLICATION PART 2).
IN]
INSTALL NEW STAIR STRUCTURE
[17] APPROXIMATE LOCATION OF LOW PROFILE SKYLIGHTS 1 LIGHT WELLS OVERHEAD.
AA
NEW WINDOW LOCATION -SEE WINDOW SCHEDULE
(HTC
05
INSTALL NEW VERTICAL CIRCULATION CONNECTING LEVELS (RAMP /STAIRS)
D. PLANS MAY BE ROTATED FOR CLARITY. REFER TO NORTH ARROWS AND KEY PLANS FOR
ACTUAL ORIENTATION.
S##
NEW STOREFRONT INFILL LOCATION - SEE STOREFRONT SCHEDULE
06
NOT USED
07
RESTORE 1 CONSTRUCT NEW ROOF STRUCTURE SIMILAR TO FORM NOW
EXISTING WALL OR ITEM TO REMAIN
[08]
DAMAGED 1 NON-EXISTENT
INSTALL NEW ELEVATOR AND DOORS IN EXISTING ELEVATOR SHAFT. CONSULT
MANUFACTURER FOR INFILL REQUIREMENTS OF EXISTING OPENINGS.
NEW WALL LOCATION
09
REFINISH 1 RESTORE EXISTING SLIDING I OVERHEAD DOOR AND FIX IN OPEN POSITION. NEW
10
STOREFRONT TO BE INSTALLED IN EXISTING OPENING (RE: WINDOW SCHEDULE)
CONSTRUCT NEW CANOPY STRUCTURE IN SIMILAR DETAILS TO PREVIOUSLY DEMOLISHED
UNIT
DESIGNATED UNIT RESIDENTIAL UNIT LOCATION - EXACT EXTENTS AND
11
STRUCTURE IN SAME LOCATION.
NOT USED
INTERNAL LAYOUT T.B.D..
[12]
NOT USED
1131
NOT USED
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DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
CHECKED BY:
Checker
CONTENT:
NEW CONSTRUCTION THIRD
FLOOR PLAN - CORA MILL
AC1 .03

DC2.01 AC3.01
1 1
F-MVVE
;AC3.03''
\
RECONSTRUCTED CANOPY 2 \
STRUCTURE TO RESEMBLE ORIGINAL
CONSTRUCTION
R \ /
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R9 /
R9 /
v / / (CW3
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/ R9 / (CW AC3.03
X
/
R9
AC3.01
(AC3.0)2
ROOF PLAN KEYED NOTES
[Rl] PROVIDE NEW ROOF MEMBRANE AND INSULATION. EXTEND FASCIA AS NEEDED.
[R2] REPAIR 1 REPLACE EXISTING COLLAPSED ROOF STRUCTURE.
[R3] NEW CORRIGATED CANOPY STRUCTURE.
[R4] NEW CANOPY STRUCTURE
[R5] EXISTING CANOPY STRUCTURE TO BE REPAIRED
[R6] EXISTING LADDER TO REMAIN
[R7] EXISTING CLERESTORY WINDOWS TO BE SALVAGED
[R8] EXISTING MECHNAICAL DUCT PROJECTION BELOW TO REMAIN MASONRY INFILL TO
BE INSTALLED FROM INTERIOR SIDE
[R9] EXISTING SKYLIGHT TO BE SALVAGED 1 REPLACED
[R10] APPROXIMATE LOCATION OF LOW PROFILE SKYLIGHTS.
ROOF - CORA MILL
1116" = 1'-0"
AC3.04
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DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
CHECKED BY:
Checker
CONTENT:
NEW CONSTRUCTION ROOF
FLOOR PLAN - CORA MILL
AC1.04

ROOF - CORA MILL
37'-0"
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WAREHOUSE
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2ND FLOOR -
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- 12'-5"
LEGEND:
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L L L L L L
L L
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1ST FLOOR CORA
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AA NEW WINDOW LOCATION - SEE WINDOW SCHEDULE
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__ T CORA MILL
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NEW BRICK INFILL OF EXISTING OPENING
NEW CONSTRUCTION KEYED NOTES
CORA MILL - NORTH ELEVATION 3
3132" = 1'_v
7011INFILL NEW ELEVATED WOOD FLOOR STRUCTURE TO ALIGN WITH EXISTING ADJACENT
FLOOR LEVEL.
702] INFILL EXISTING PITS I RECESSED CONCRETE FLOORS
[03] CONSTRUCTED NEW ELEVATED SIDEWALK TO ADJACENT EXISTING CONDITION
07
704] INSTALL NEW STAIR STRUCTURE
INSTALL NEW VERTICAL CIRCULATION CONNECTING LEVELS (RAMP / STAIRS)
F
O
NOT USED
IN]
707] RESTORE I CONSTRUCT NEW ROOF STRUCTURE SIMILAR TO FORM NOW
DAMAGED I NON-EXISTENT
[08] INSTALL NEW ELEVATOR AND DOORS IN EXISTING ELEVATOR SHAFT. CONSULT
MANUFACTURER FOR INFILL REQUIREMENTS OF EXISTING OPENINGS.
09 REFINISH / RESTORE EXISTING SLIDING / OVERHEAD DOOR AND FIX IN OPEN POSITION. NEW
STOREFRONT TO BE INSTALLED IN EXISTING OPENING (RE: WINDOW SCHEDULE)
10 CONSTRUCT NEW CANOPY STRUCTURE IN SIMILAR DETAILS TO PREVIOUSLY DEMOLISHED
STRUCTURE IN SAME LOCATION.
11 NOT USED
8
ROOF - CORA MILL
37'-0"
12 NOT USED
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13 NOT USED
15 REPAIR EXISTING / INSTALL NEW STAIR AND RAILING STRUCTURE IN EXISTING LOCATION
3RD FLOOR -
IF STRUCTURE IS DETERMINED UNFIT FOR REPAIR / REUSE.
1
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DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
CHECKED BY:
Checker
CONTENT:
NEW EXTERIOR ELEVATIONS -
CORA MILL
C3.01

N�f � millIII moll I
2nd Floor - MID-20
ADD
/ 18'-0"
2ND FLOOR CORA
WAREHOUSE �
17'-0° �J
2ND FLOOR -
CORA MIL
12'-511
1ST FLOOR -
MID-20 ADD -
3'-7"
1 ST FLOOR CORA
WAREHOUSE �
3'-1" J
1ST FLOOR -
CORA MILL '�
0'-01
CORA MILL - SOUTH ELEVATION 2 3
1 /8" = 1'-0"
OF -CORA MILL
37'-011 �!
3RD FLOOR -
CORA MILL �
25'-6�"
2ND FLOOR -
CORA MILL �
12'-511
1ST FLOOR -
CORA MILL �
0'-0�"
CORA MILL - SOUTH ELEVATION 1
3/32" = 1'-0"
)OF - CORA MILL
37' - 0"
3RD FLOOR
CORA MILL
25'-611
2ND FLOOR -
CORA MILL
12' — 5'1
1ST FLOOR -
CORA MILL
0
CORA MILL - WEST ELEVATION 1
3/32" = 1'-0"
LEGEND:
AA NEW WINDOW LOCATION - SEE WINDOW SCHEDULE
S## NEW STOREFRONT INFILL LOCATION - SEE STOREFRONT SCHEDULE
D# NEW / REFURBISHED DOOR -SEE DOOR SCHEDULE
MNEW BRICK INFILL OF EXISTING OPENING
NEW CONSTRUCTION KEYED NOTES
01 INFILL NEW ELEVATED WOOD FLOOR STRUCTURE TO ALIGN WITH EXISTING ADJACENT
FLOOR LEVEL.
[02] INFILL EXISTING PITS / RECESSED CONCRETE FLOORS
03 CONSTRUCTED NEW ELEVATED SIDEWALK TO ADJACENT EXISTING CONDITION
704] INSTALL NEW STAIR STRUCTURE
10-51
INSTALL NEW VERTICAL CIRCULATION CONNECTING LEVELS (RAMP / STAIRS)
F
NOT USED
707] RESTORE / CONSTRUCT NEW ROOF STRUCTURE SIMILAR TO FORM NOW
DAMAGED / NON-EXISTENT
[08] INSTALL NEW ELEVATOR AND DOORS IN EXISTING ELEVATOR SHAFT. CONSULT
MANUFACTURER FOR INFILL REQUIREMENTS OF EXISTING OPENINGS.
09 REFINISH / RESTORE EXISTING SLIDING / OVERHEAD DOOR AND FIX IN OPEN POSITION. NEW
STOREFRONT TO BE INSTALLED IN EXISTING OPENING (RE: WINDOW SCHEDULE)
10 CONSTRUCT NEW CANOPY STRUCTURE IN SIMILAR DETAILS TO PREVIOUSLY DEMOLISHED
STRUCTURE IN SAME LOCATION.
FillNOT USED
F12] NOT USED
F13] NOT USED
F14] NOT USED
15 REPAIR EXISTING / INSTALL NEW STAIR AND RAILING STRUCTURE IN EXISTING LOCATION
IF STRUCTURE IS DETERMINED UNFIT FOR REPAIR / REUSE.
,x2
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CORA WAREHOUSE
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HOLT
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DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
CHECKED BY:
Checker
CONTENT:
NEW EXTERIOR ELEVATIONS -
CORA MILL
AC3.02

)OF - CORA MILL
37'-0"
ROOF-CORA
WAREHOUSE
34' - 5"
3RD FLOOR -
CORA MILL
25'-6"
AID FLOOR CORA
WAREHOUSE
17'-0"
2ND FLOOR -
CORA MILL
12'-5"
1ST FLOOR CORA
WAREHOUSE
3' - 1 "
1 ST FLOOR -
CORA MILL
0'-0"
LEGEND:
AA CORA WAREHOUSE -NORTHWEST ELEVATIONEW WINDOW LOCATION -SEE WINDOW SCHEDULE
N 4
1/8" = 1'-0" S## NEW STOREFRONT INFILL LOCATION - SEE STOREFRONT SCHEDULE
D# NEW / REFURBISHED DOOR -SEE DOOR SCHEDULE
ROOF - CORA MILL
37' - 0" NEW BRICK INFILL OF EXISTING OPENING
ROOF-CORA
_ WAREHOUSE
1 1 34 - 5"
NEW CONSTRUCTION KEYED NOTES
3RD FLOOR -
- - - - --- - - CORA MILL 01 INFILL FLOOR LEVEL.
EVEL ELEVATED WOOD FLOOR STRUCTURE TO ALIGN WITH EXISTING ADJACENT
- --.. - -- - 25 6
Lww
INFILL EXISTING PITS 1 RECESSED CONCRETE FLOORS
Nil
Y Y Y Y Y Y IL _ Y Y 2ND FLOOR CORA= WAREHOUSE
17' -- 0° ® 04 INSTALL NEW STAIR STRUCTURE
_ =- _ 2ND FLOOR -
- - - ,— . -- �` _ ^� _ CORA MILL
05 INSTALL NEW VERTICAL CIRCULATION CONNECTING LEVELS (RAMP 1 STAIRS)
f-
NOT USED
- _--- -----
S10 D3 .. _ - - _ -_
RESTORE 1 CONSTRUCT NEW ROOF STRUCTURE SIMILAR TO FORM NOW
- --- ------=
- ° ° _=_ _ _= ------------------ WAREHOUSE DAMAGED/NON EXISTENT
_ _` -_- Y, "= Yf -'= =`"`~ 3' - 1 " 08 INSTALL NEW ELEVATOR AND DOORS IN EXISTING ELEVATOR SHAFT. CONSULT
-�-� - MANUFACTURER FOR INFILL REQUIREMENTS OF EXISTING OPENINGS.
1ST FLOOR - os REFINISH / RESTORE EXISTING SLIDING / OVERHEAD DOOR AND FIX IN OPEN POSITION. NEW
CORA-MILL 49L STOREFRONT TO BE INSTALLED IN EXISTING OPENING (RE: WINDOW SCHEDULE)
10 CONSTRUCT NEW CANOPY STRUCTURE IN SIMILAR DETAILS TO PREVIOUSLY DEMOLISHED
STRUCTURE IN SAME LOCATION.
CORA WAREHOUSE - SOUTHEAST ELEVATION E
NOT USED
3
1/8" = 1'-0" 12 NOT USED
13 NOT USED
ROOF - CORA MILL 14 NOT USED
37 - 0
ROOF-CORA " 15 REPAIR EXISTING / INSTALL NEW STAIR AND RAILING STRUCTURE IN EXISTING LOCATION
WAREHOUSE IF STRUCTURE IS DETERMINED UNFIT FOR REPAIR / REUSE.
TO-EMMULATE ORIGINAL CONSTRUCTION.
II II _ �� � IVIITI A i �Iv�I H A
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34' - 5"
3RD FLOOR -
CORA MILL
25'-6"
2ND FLOOR CORA
WAREHOUSE
17'-0"
2ND FLOOR -
CORA P
LL
5"
1ST FLOOR CORA
WAREHOUSE
3' - 1"
1ST FLOOR -
CORA MILL �
0'-0"
CORA WAREHOUSE - NORTHEAST ELEVATION 2
1/8 "
/8" = 1' 0"
0
ROOF - CORA MILL i_�
37'-0"
ROOF-CORA
_ WAREHOUSE
34' - 5"
3RD FLOOR -
CORA MILL
25'-6"
2ND FLOOR CORA
WAREHOUSE �
177' - 0" 1
2ND FLOOR -
CORA MILL
12'-5"
1ST FLOOR CORA
WAREHOUSE n
3'-1"
1ST FLOOR -
CORA MILL
o'-o"
CORAWAREHOUSE- SOUTHWESTELEVATION
1/8" = 1'-0"
CORA WAR
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CORA MILL
HOLT MILL
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DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
CHECKED BY:
Checker
CONTENT:
NEW EXTERIOR ELEVATIONS -
CORA WAREHOUSE
AC3.03

ROOF -HOLT
— —
— —
-
ROOF -HOLT
13'-9"
13'-9"
H
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B SS
SITRUOCTUROF
3' - HOLT
D5 _ 1ST FLOOR - HOLT �O
01 ❑®
_
_ _
_ _ _
1'-10"
1ST FLOOR - Ott 9 0
BASEMENT - HOLT
-13'-6"
HOLT MILL - NORTHWEST ELEVATION 6
HOLT MILL - NORTHEAST
ELEVATION 5
LEGEND:
1 /8" =1'-0"
1 /8" = 1'-0"
AA NEW WINDOW LOCATION - SEE WINDOW SCHEDULE
S## NEW STOREFRONT INFILL LOCATION - SEE STOREFRONT SCHEDULE
D# NEW / REFURBISHED DOOR - SEE DOOR SCHEDULE
-i H _.
ROOF -130L9
NEW BRICK INFILL OF EXISTING OPENING
H
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II ! ll I I IIII!
NEW CONSTRUCTION KEYED NOTES
- -iiif�
01 INFILL ELEVATED WOOD FLOOR STRUCTURE TO ALIGN WITH EXISTING ADJACENT
FLOORNEVEL
02 INFILL EXISTING PITS 1 RECESSED CONCRETE FLOORS
— —
— — — — — — —
— — — -
-
1ST FLOOR -HOLT
— — --0'- T
03 CONSTRUCTED NEW ELEVATED SIDEWALK TO ADJACENT EXISTING CONDITION
04 INSTALL NEW STAIR STRUCTURE
05 INSTALL NEW VERTICAL CIRCULATION CONNECTING LEVELS (RAMP 1 STAIRS)
BASEMENT_- HOLT
os NOT USED
-13' - 6"
RESTORE 1 CONSTRUCT NEW ROOF STRUCTURE SIMILAR TO FORM NOW
[07]
DAMAGED 1 NON-EXISTENT
[08] INSTALL NEW ELEVATOR AND DOORS IN EXISTING ELEVATOR SHAFT. CONSULT
CONNECTOR
-EAST ELEVATION 21091
MANUFACTURER FOR INFILL REQUIREMENTS OF EXISTING OPENINGS.
REFINISH RESTORE EXISTING DOOR AND FIX IN POSITION.
4
/ SLIDING / OVERHEAD OPEN NEW
STOREFRONT TO BE INSTALLED IN EXISTING OPENING (RE: WINDOW SCHEDULE)
1101CONSTRUCT NEW CANOPY STRUCTURE IN SIMILAR DETAILS TO PREVIOUSLY DEMOLISHED
STRUCTURE IN SAME LOCATION.
11-11NOT USED
12 NOT USED
13 NOT USED
14 NOT USED
— —
ROOF - r.nRp WWII i
— — — -ROOF --CORA
— — — —
— —
—
ROOF - rnP WWII i
ROOF --CORA O
15 REPAIR EXISTING 1 INSTALL NEW STAIR AND RAILING STRUCTURE IN EXISTING LOCATION
IF STRUCTURE IS DETERMINED UNFIT FOR REPAIR I REUSE.
WAREHOUSE
WAREHOUSE ;
— —
— — — 34' - 5"
rn
— — — —
— —
— —
3RD FLOOR -
3RD FLOOR -
CORA MILL
CORA MILL
2nd Floor -MID-20
=
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H H
2nd Floor -MID-20
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2ND FLOOR CORA
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2ND FLOOR -
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CORA MILL �
- -
12'-5"
12'-5"
5 CORA WAREHOUSE
-
1ST FLOOR -
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3'-7"
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— — — — - — — -
1ST FIST FLOOR -
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— — — — —
— — —
— — —
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— — — — - — — -
� - 1 ST FLC3_�7„
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DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
CHECKED BY:
Checker
CONTENT:
NEW EXTERIOR ELEVATIONS -
CONNECTOR AND HOLT MILL
AC3.04

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1st FLOOR - HOLT MILL
1 /16" = 1'-0"
FLOOR PLAN GENERAL NOTES NEW CONSTRUCTION KEYED NOTES FLOOR PLAN LEGEND �N
A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES. SEE CODE OO
SUMMARY FOR ADDITIONAL INFORMATION. 01 INFILL NEW ELEVATED WOOD FLOOR STRUCTURE TO ALIGN WITH EXISTING ADJACENT 14 NOT USED
B. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
FLOOR LEVEL. \ EXISTING DOOR TO REMAIN
COMMENCEMENT OF THE WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF [02] INFILL EXISTING PITS / RECESSED CONCRETE FLOORS 15 REPAIR EXISTING / INSTALL NEW STAIR AND RAILING STRUCTURE IN EXISTING LOCATION
THE ARCHITECT. IF STRUCTURE IS DETERMINED UNFIT FOR REPAIR / REUSE.
NEW /REFURBISHED DOOR -SEE DOOR SCHEDULE 44/
C. THIS PROJECT UTILIZES FUNDING FROM HISTORIC TAX CREDITS. WORK SHALL BE PERFORMED [03] CONSTRUCTED NEW ELEVATED SIDEWALK TO ADJACENT EXISTING CONDITION 16 NOT USED D#
IN COMPLIANCE WITH THE SECRETARY OF THE INTERIOR'S "STANDARDS FOR REHABILITATION". J
WORK SHALL ALSO FOLLOW THE APPROVED PART 2 OF THE HISTORIC PRESERVATION 04 INSTALL NEW STAIR STRUCTURE 17 APPROXIMATE LOCATION OF LOW PROFILE SKYLIGHTS / LIGHT WELLS OVERHEAD. i o 0
CERTIFICATION APPLICATION (HTC PART 2). AA NEW WINDOW LOCATION - SEE WINDOW SCHEDULE 44 Q'
D. PLANS MAY BE ROTATED FOR CLARITY. REFER TO NORTH ARROWS AND KEY PLANS FOR [05] INSTALL NEW VERTICAL CIRCULATION CONNECTING LEVELS (RAMP / STAIRS) S�Q 0
ACTUAL ORIENTATION. S## NEW STOREFRONT INFILL LOCATION - SEE STOREFRONT SCHEDULE J
06 NOT USED
O
IN]
RESTORE / CONSTRUCT NEW ROOF STRUCTURE SIMILAR TO FORM NOW � EXISTING WALL OR ITEM TO REMAIN
DAMAGED / NON-EXISTENT
08 INSTALL NEW ELEVATOR AND DOORS IN EXISTING ELEVATOR SHAFT. CONSULT
MANUFACTURER FOR INFILL REQUIREMENTS OF EXISTING OPENINGS.
09 REFINISH / RESTORE EXISTING SLIDING / OVERHEAD DOOR AND FIX IN OPEN POSITION. NEW 0 NEW WALL LOCATION L
STOREFRONT TO BE INSTALLED IN EXISTING OPENING (RE: WINDOW SCHEDULE) /
10 CONSTRUCT NEW CANOPY STRUCTURE IN SIMILAR DETAILS TO PREVIOUSLY DEMOLISHED UNIT DESIGNATED UNIT RESIDENTIAL UNIT LOCATION - EXACT EXTENTS AND
STRUCTURE IN SAME LOCATION. INTERNAL LAYOUT T.B.D.. �S
11 NOT USED �f
TRUE
12 NOT USED Z NORTH
13 NOT USED
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SIGH, NG
DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
CHECKED BY:
Checker
CONTENT:
NEW CONSTRUCTION FIRST
FLOOR PLAN - HOLT MILL
AH 1.05

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DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
;NECKED BY:
Checker
CONTENT:
NEW CONSTRUCTION SECOND
FLOOR PLAN - HOLT MILL
AH 1.06

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DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
:NECKED BY:
Checker
CONTENT:
NEW CONSTRUCTION ROOF
FLOOR PLAN - HOLT MILL
AH 1.07

,,LEVEL 1 - UU I
IL �- BUDING 2 -'HOLT
DUILUIIVU I -/ 91 -Lpn
-IU -U
BASEMENT - HOLT
-13'-66"
HOLT MILL - ELEVATION SOUTHWEST 5
1/8
/8" =1'-0"
ROOF -HOLT
13'-9"
R(l(lP _ (ll IT
B�SSCISSOR ROOF
STRUCTURE-
3'- HOLT
10"
1ST FLOOR - mQL I
-of -9-9„
SUB -LEVEL 1 -
HOL
4_LEVEL 1 -OUT
LT
DUILDUINU 2 -;-9ING 0 8
- I U _U
BASEMENT - HOLT
-13' - 6n
HOLT MILL - SOUTH ELEVATION 3 3
1 /8" = 1'-0"
11111011 ROOF - HOLY �
13' - 9" �J
ROOF -OUT
BUILDING 2 - HOLT
4'-4"
SSCISSOR ROOF
STRUCTURE -
3'- HOLT
1' - 10"
1ST FLOOR - L l
7-9"
SUB -LEVEL 1 -
HOLT �
LEVEL 1 - OUT
BUILDING 2 - HOLT
_DIJILUINU I -_nl _Lpn
IV _ U
BASEMENT - HOLY
-13'-6" V
HOLT MILL - SOUTH ELEVATION 2 2
1 /8" = 1'-0"
Ur - HUL I
13'-9" J
DOF - OUT
D 2 - HOLT
4 4
OR= HOLT
-0' - g„
BASEMENT -HOLT
-13'-6"
HOLT MILL - SOUTH ELEVATION 4 4
1 /8" = 1'-0"
HIGH ROOF -HOLY )
28'-8" V
_ ROOF - HOLY
13'-9"
1ST FLOOR - HOLT
-0'-9,
ASEMENT - HOLT
-13'-6"
HOLT MILL - SOUTH ELEVATION 1 1
1 /8" = 1'-0"
LEGEND:
AA NEW WINDOW LOCATION - SEE WINDOW SCHEDULE
S## NEW STOREFRONT INFILL LOCATION - SEE STOREFRONT SCHEDULE
D# NEW / REFURBISHED DOOR - SEE DOOR SCHEDULE
NEW BRICK INFILL OF EXISTING OPENING
NEW CONSTRUCTION KEYED NOTES
01 INFILL NEW ELEVATED WOOD FLOOR STRUCTURE TO ALIGN WITH EXISTING ADJACENT
FLOOR LEVEL.
[02] INFILL EXISTING PITS / RECESSED CONCRETE FLOORS
03 CONSTRUCTED NEW ELEVATED SIDEWALK TO ADJACENT EXISTING CONDITION
04 INSTALL NEW STAIR STRUCTURE
05 INSTALL NEW VERTICAL CIRCULATION CONNECTING LEVELS (RAMP / STAIRS)
06 NOT USED
07 RESTORE 1 CONSTRUCT NEW ROOF STRUCTURE SIMILAR TO FORM NOW
DAMAGED 1 NON-EXISTENT
[08] INSTALL NEW ELEVATOR AND DOORS IN EXISTING ELEVATOR SHAFT. CONSULT
MANUFACTURER FOR INFILL REQUIREMENTS OF EXISTING OPENINGS.
09 REFINISH / RESTORE EXISTING SLIDING / OVERHEAD DOOR AND FIX IN OPEN POSITION. NEW
STOREFRONT TO BE INSTALLED IN EXISTING OPENING (RE: WINDOW SCHEDULE)
10 CONSTRUCT NEW CANOPY STRUCTURE IN SIMILAR DETAILS TO PREVIOUSLY DEMOLISHED
STRUCTURE IN SAME LOCATION.
1_111
NOT USED
12 NOT USED
13 NOT USED
[14] NOT USED
15 REPAIR EXISTING / INSTALL NEW STAIR AND RAILING STRUCTURE IN EXISTING LOCATION
IF STRUCTURE IS DETERMINED UNFIT FOR REPAIR / REUSE.
5
11
CORA WAR
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CORA MILL
HOLT MILL
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DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
CHECKED BY:
Checker
CONTENT:
NEW EXTERIOR ELEVATIONS -
HOLT MILL
AH3.05
s

E
F
c
ROOF -HOLT
13'-9"
ROOF -OUT
BUILDING 2 - HOLT
/ 4'-4"
SCISSOR ROOF -
HOLT
% 3' - 4 7/8"
SCISSOR ROOF
STRUCTURE -
if - 10" V
1ST FLOOR -HOLT
-0' - 9"
SUB -LEVEL 1 -
HOLT
LEVEL 1 -OUT
BUILDING 2 - HOLT
-9' - 8"
1st FLOOR - OUT
BUILDING 1 - HOLY
-10'-6"
HOLT MILL - WEST ELEVATION 2 4
1 /8" =1'-0"
HIGH ROOF - HOLT �
28'-8"
—� ROOF - HOLT
El
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D3 _1ST FLOOR- HOLT !�
-0' - 9" J
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BASEMENT - HOLT
s16 -13' - 6"
HOLT MILL - WEST ELEVATION 3
1" = 20'-0"
LEGEND:
AA NEW WINDOW LOCATION - SEE WINDOW SCHEDULE
S## NEW STOREFRONT INFILL LOCATION - SEE STOREFRONT SCHEDULE
D# NEW / REFURBISHED DOOR -SEE DOOR SCHEDULE
NEW BRICK INFILL OF EXISTING OPENING
NEW CONSTRUCTION KEYED NOTES
01 INFILL NEW ELEVATED WOOD FLOOR STRUCTURE TO ALIGN WITH EXISTING ADJACENT
FLOOR LEVEL.
[02] INFILL EXISTING PITS / RECESSED CONCRETE FLOORS
[03] CONSTRUCTED NEW ELEVATED SIDEWALK TO ADJACENT EXISTING CONDITION
[04] INSTALL NEW STAIR STRUCTURE
10-51
INSTALL NEW VERTICAL CIRCULATION CONNECTING LEVELS (RAMP / STAIRS)
[06] NOT USED
[07] RESTORE / CONSTRUCT NEW ROOF STRUCTURE SIMILAR TO FORM NOW
DAMAGED 1 NON-EXISTENT
[08] INSTALL NEW ELEVATOR AND DOORS IN EXISTING ELEVATOR SHAFT. CONSULT
MANUFACTURER FOR INFILL REQUIREMENTS OF EXISTING OPENINGS.
09 REFINISH / RESTORE EXISTING SLIDING / OVERHEAD DOOR AND FIX IN OPEN POSITION. NEW
STOREFRONT TO BE INSTALLED IN EXISTING OPENING (RE: WINDOW SCHEDULE)
10 CONSTRUCT NEW CANOPY STRUCTURE IN SIMILAR DETAILS TO PREVIOUSLY DEMOLISHED
STRUCTURE IN SAME LOCATION.
11-11
NOT USED
[12] NOT USED
713 NOT USED
[14] NOT USED
15 REPAIR EXISTING / INSTALL NEW STAIR AND RAILING STRUCTURE IN EXISTING LOCATION
IF STRUCTURE IS DETERMINED UNFIT FOR REPAIR / REUSE.
HIGH ROOF - HOLY A` J�
28'-811
�P
_ ROOF - HOLY v
13' - 9"
1ST FLOOR - HOLT O
-0' - 9" v� O
_BASEMENT - HOLT
-13'-6"
HOLT MILL - EAST ELEVATION "B" 2
3/64" =1'-0"
HIGH ROOF - HOLY
— — — — 28'-811
HOLT MILL - EAST ELEVATION 1 1
1 /8" = 1'-0"
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11
CORA WAREHOUSE
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HOLT MILL
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DATE
PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
CHECKED BY:
Checker
CONTENT:
NEW EXTERIOR ELEVATIONS -
HOLT MILL
AH3.06

HIGH ROOF - HOLT
28'-8"
ROOF -HOLT
13'-9"
ROOF -OUT
BUILDING 2 - HOLT
4'-4"
SCISSOR ROOF -
HOLT
3' - 4 7/8"
SCISSOR ROOF
STRUCTURE-
HOLT
1' - loll
----\\lST FLOOR -HOLT
-0' - 911
SUB -LEVEL 1 -
HOLT
-5' - 10"
LEVEL 1 - OUT
BUILDING 2 - HOLT
-9' - 8"
1st FLOOR - OUT
BUILDING 1 - HOLT
-10'-6"
BASEMENT - HOLT
-13'-6"
HOLT MILL - NORTH ELEVATION 4 5
1 /8" =1'-0"
SH ROOF - HOLT
28'-8" U
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_ ROOF - HOLT _
13'-9"
J FLOOR - HOLT
-0' - 9" - - —- - ------
kSEMENT - HOLT =�
-13'-66"
HOLT MILL - NORTH ELEVATION 2 2
1 /8" = 1'-0"
HIGH ROOF - HOLT ,
28'--8"
— ROOF - HOLT ��
13'-9"
1ST FLOOR - HOLT
-0' - 9" �J
SUB -LEVEL 1 -
HOLT
-5' - 10"
LEVEL 1 - OUT
BUILDING 2 - LT
7-8"
HOLT MILL - NORTH ELEVATION 3 3
1 /8" =1'-0"
HIGH ROOF - HOLT
28'-8"
ROOF-HOLT
1ST FLOOR - HOLT
-0' - All
1st FLOOR - OUT
BUILDING 1 - HOLT
-10'-6"
HOLT MILL - NORTH ELEVATION 1 1
1 /8" = 1' 0"
LEGEND:
AA> NEW WINDOW LOCATION - SEE WINDOW SCHEDULE
S## NEW STOREFRONT INFILL LOCATION - SEE STOREFRONT SCHEDULE
D# NEW / REFURBISHED DOOR -SEE DOOR SCHEDULE
NEW BRICK INFILL OF EXISTING OPENING
NEW CONSTRUCTION KEYED NOTES
01 INFILL NEW ELEVATED WOOD FLOOR STRUCTURE TO ALIGN WITH EXISTING ADJACENT
FLOOR LEVEL.
02 INFILL EXISTING PITS / RECESSED CONCRETE FLOORS
03 CONSTRUCTED NEW ELEVATED SIDEWALK TO ADJACENT EXISTING CONDITION
04 INSTALL NEW STAIR STRUCTURE
05 INSTALL NEW VERTICAL CIRCULATION CONNECTING LEVELS (RAMP / STAIRS)
06 1 NOT USED
[07] RESTORE 1 CONSTRUCT NEW ROOF STRUCTURE SIMILAR TO FORM NOW
DAMAGED 1 NON-EXISTENT
08 INSTALL NEW ELEVATOR AND DOORS IN EXISTING ELEVATOR SHAFT. CONSULT
MANUFACTURER FOR INFILL REQUIREMENTS OF EXISTING OPENINGS.
10-91
REFINISH / RESTORE EXISTING SLIDING / OVERHEAD DOOR AND FIX IN OPEN POSITION. NEW
STOREFRONT TO BE INSTALLED IN EXISTING OPENING (RE: WINDOW SCHEDULE)
10 CONSTRUCT NEW CANOPY STRUCTURE IN SIMILAR DETAILS TO PREVIOUSLY DEMOLISHED
STRUCTURE IN SAME LOCATION.
H
NOT USED
12 NOT USED
E
NOT USED
[14] NOT USED
15 REPAIR EXISTING / INSTALL NEW STAIR AND RAILING STRUCTURE IN EXISTING LOCATION
IF STRUCTURE IS DETERMINED UNFIT FOR REPAIR / REUSE.
CO
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CORA WAREHOUSE
'--- CORA MILL
HOLT MILL
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PROJECT:
200087
ISSUE:
Part II Submittal
5-5-2021
REVISIONS:
DRAWN BY:
Author
CHECKED BY:
Checker
CONTENT:
NEW EXTERIOR ELEVATIONS -
HOLT MILL
TAH3.07

SEE SCHED. SEE SCHED. SHED SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. N
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REFURBISHED U) REVISIONS:
EXISTING TO BE Z
ISSUE: art Submittal 5-5-2021
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Zoning Map

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740 chapel hill road p.o. box 1179 - _ • "— _ - - - - -- - - - — - wlEaEo - -ON Oburlin ton, n.c. 27215 336 226 5534 IZONING TYPE MP
: : • I ' - = - - - E 140 — — - • 7.. �:'�'`. • : I ' .I ,' `
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ated 10/28/2015 ,,, d a
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MAP AEFPIA .SHEET Nn. /�M—,-, .,� r ,. ..a Y., .. .._: ��.,, e - a' k- '�"�:�&.' r.,__••_ r _... �

APPENDIX C
Surrounding Land Use and Receptors

x
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Appendix C - Residential Properties Within 1,000 feet
Property Address
Owner Name
Owner Address
105 Gravel St
Jones, Samuel Paige
10083 Dressage Ln, Midland, NC
103 Gravel St
Wrenn, C Frank
2210 Hwy 49 North, Burlington, NC
243 E Main St
Brewer, John
2751 Woodbury Dr, Burlington, NC
247 E Main St
Maltby, Christopher P
247 E Main St, Haw River, NC
402 E Main St
Hicks, Jeanette G
PO Box 358, Haw River, NC
307 E Main St
Hallaji, Nasser & Violet Ann
4639 Reid Rd, Elon, NC
404 E Main St
Taulker, Karen L
404 E Main St, Haw River, NC
118 Pelham St
Simpson, William & Wanda
118 Pelham St, Haw River, NC
407 E Main St
Riley, Patricia Alvis
PO Box 35, Haw River, NC
130 Stone St
Neal, Malachi
2308 Owls Nest Trail, Mcleansville, NC
411 E Main St
Alvis, Patricia Faye
PO Box 35, Haw River, NC
501 E Main St
Riley, Patricia Alvis
PO Box 35, Haw River, NC
503 E Main St
Mcbride, Gary S
P O Box 83, Haw River, NC
130 Pelham St
Rogers, Raeford A & Janice A
130 Pelham St, Haw River, NC
120 Pelham St
Temple, Angela Lee
120 Pelham St, Haw River, NC
124 Pelham St
Pender, Janet
124 Pelham St, Haw River, NC
101 Pelham Ct
Morrow, Robin Denise
101 Pelham Court, Haw River, NC
166 Stone St
Ursone, Diane
166 Stone St, Haw River, NC
596 Stone St
Young, Gregory Keith
166 Stone St, Haw River, NC
505 E Main St
Harper, James
505 E Main St, Haw River, NC
513 E Main St
Riley Rental Llc
229 Roma Rd, Haw River, NC
521 E Main St
Ingle, Ronnie Jay
PO Box 245, Haw River, NC
517 E Main St
Smith, Pearl L
PO Box 505, Haw River, NC
117 A Third St
Campbell, William G
117 A Third St, Haw River, NC
117 Third St
Gray, Larry Edward Jr
117 Third St, Haw River, NC
166 Stone St
F Ursone, Diane
166 Stone St, Haw River, NC

APPENDIX D
WATER AND SEWER UTILITY MAP

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7 - • ` 11 ' �. Waterline
ti` i ® Haw River Manholes
Haw River Gravity
•� - . !�• r
•;: • t Size
TOWN of ti •
04.
HAW RIVER IL
ALAMANCF COUNTY, N.C. •a; Y ■ 1Nr k + ~ s"
alley, williams, carmen & king, inc.
ENGINEERS & ARCHITECTS �` +' i- 1' 1�= •+ } !f'• , i 1z"
740 chapel hill road p.o. box 1179 > > Y •
burlington, n.c. 27215 {336)226-5534 1 �' 1h . �, a ' > 5"
Dale Saved. JOB NO- ' + • 16"
81T ry2021
DraperAden Inc 18-
DRA WN BY... JBP Mill Feasibility rt+-E rOCA PON: rick
Project Area ❑ataAfamance © Haw River Pump Stations
CHECKED BY. MDR 1" = 200' SHEETNO: 1 of 1 AlL Alamance Parcels

Photographic Log

PHOTOGRAPHIC LOG Draper Aden Associates
Engineering - Surveying • Environmental Services
Client Name: Site Location: Project No.
D3 Development Tabardrey Mills, Haw River, North Carolina 2101257
Photo # Date:
1 1 8/9/2021
Direction of Photo:
Southwest
Description:
Power lines over the
former warehouse
building at Cora Mill.
Looking southwest along
Stone Street.
Photo # Date:
2 8/9/2021
Direction of Photo:
South
Overhead powerlines
extending south along
Stone Street.

PHOTOGRAPHIC LOG � Draper Aden Associates
Engineering - Sun,eying Environmental Services
Client Name:
Site Location:
Project No.
D3 Development
Tabardrey Mills, Haw River, North Carolina
2101257
Photo #
Date:
3
8/9/2021
ram• r
Direction of Photo:'`'
Southwest
Description:
Sanitary sewer manhole''%�
rs
adjacent to Cora.
.:A
f .y ,
~I�
f
- • tl4 ily lRF : f � i
Photo # I Date:
4 1 8/9/2021
Direction of Photo:
East
Description:
Gas line marker on east
side of Stone Street,
looking east from
southeastern -most parcel
of Cora Mill.
�xz

PHOTOGRAPHIC LOG
� Draper Aden Associates
Engineering
- Sun^eying Environmental Services
Client Name:
Site Location:
Project No.
D3 Development
Tabardrey Mills, Haw River, North
Carolina
2101257
Photo #
Date:
5
8/9/2021
'
_
Direction of Photo:
NA
.may _ _,{ .l ."ty,•,� .�wf�� .i � �;
.,��.•'�"` seY�.
Description:
Waterline
connection
f
•
southwest of Holt Mill on
+�
-
f
eastern side of Stone'
�f
Street.
�r
Photo # Date:
6 8/9/2021
Direction of Photo:
West
Description:
AT&T fiber line on
western side of Stone
Street, south of Holt Mill.

PHOTOGRAPHIC LOG
Draper Aden Associates
Engineering • Sunvying Lnviromnenml Services
Client Name:
Site Location:
Project No.
D3 Development
Tabardrey Mills, Haw River, North Carolina
2101257
Photo #
Date:,:;
'
7
8/9/2021
Direction of Photo:
East
Description:
Hydrant across from Holt
property on east side of
�,� }
�r
�r4
Stone Street. See
�
Appendix D.
Nt
R �,E
�
I
1 L II
1
Z
11•
t,}
1
I S
Photo # I Date:
8 18/9/2021
Direction of Photo:
West
Description:
Decorative well house
and possible well.
Looking west along Ball
Park Lane from Stone
Street.

APPENDIX F
Public Water Supply Map and Source Water Protection Report for Town of Haw River

Appendix F — Public Water Supplies
M 02a�
cr
2
C
s
v
w
N �
Carolina
ISP�eySchOOi
=� MITI Ra
Rd
p�ckeY
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to
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o a to x
Rd 49
Golf Course
Cross Q at U
3
-
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7�
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9SOr ygh R
G\encoe Rd fq
�e 4�5
n Rd
s/
N old ��
ct°
M I
e6
Q
`° <
n ee St
ardl
Hopedale S
°
62
0
A white Level Rd Mill Creek Golf,
e
aP
=
s Club I
c� I
Green Level N
n
O
<-N � I 0
~Q Morgantown
Raven
° yo Isley z gas Rd LL
° Rd o on a Woodlawn s z
x
S � I Lebanon R �
O PPp\e P o
St ° ns St Creek o Lake
Quaker ° L
c°
r Wilkins fo
ham n
� * o I Michael
Reservoir I
v U hn Rd Mckin y I
Fro Va 9 ne
Hawthorne,
ntst Burlington WHolt St I v
a Rainey St E 170; Mebane I n
z ¢ N Mebane St Main St I a
Haw River e1 3
C) 0 5� .O O F !tid 6
c y rD a F Shi m
f D
ro o I o �9to
v o R d I a h St
eba�eS ° P66 E Han ver ° Ln
y� o tdS� CO Miles
Florence Town 53
i. 4o r E Parker St a
°tiler St � read 5\\114
m �
�a� 9hF chapel y Y ��Toa S 3rd St S Sth St
ry Pit°1 I
co Albany St �TerdncrQ a rolhngWoodRQ, I Cheeks
SMeba e Graham Z I Rd Crossroads
� I man
Ward St ` 40
I°vJ
LnPlantation Dr ;� 3.
� I
°d�
40 �o a�ph Scott Pk IV I C0
Hawfields 6
//Gr a a C\�eCCy wy I " o
Y1� 49 °0,� Pdt� 119 op I 2.3
ey Ra s� < N I Gr
amance a F �m S
Dort
elf
/os
6 �e NJim Minor I
9/14/2021, 10:07:08 AM 1:72,224
All PWS Sources 2021 ° Groundwater Adjacent ° Groundwater Non -Community Transient 0 0.75 1.5 3 mi
Surface Water Community PWS Surface Water Sources 2021 ° Groundwater Non -Transient, Non -Community 0 1 2 4 km
` Surface Water Non -Transient, Non -Community Surface Water Community ° Groundwater Adjacent
Esri, NASA, NGA, USGS, FEMA, State of North Carolina DOT, Esri,
Groundwater Community Surface Water Non -Transient, Non -Community ❑ PWS Wellhead Protection Areas 2020 HERE, Garmin, SafeGraph, METI/NASA, USGS, EPA, NIPS, USDA
° Groundwater Non -Transient, Non-CommunityPWS Groundwater Sources 2021 0
Septage Disposal Sites 2019
° Groundwater Non -Community Transient Groundwater Community
Esri, NASA, NGA, USGS, FEMA I State of North Carolina DOT, Esri, HERE, Garmin, SafeGraph, INCREMENT P, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA I

Source Water Assessment Program Report for
HAW RIVER, TOWN OF
Purchase Water System
This report is for a water supply system (HAW RIVER, TOWN OF) that provides water to the public by purchasing
water from other water systems. All of the sources listed in Table 1 below are owned by other water systems (i.e., the
water supplier or seller system). This report provides information on how Source Water Assessments were completed in
North Carolina.
Please refer to the Source Water Assessment Program Report for the seller systems to review the assessment results for
the specific public water supply sources of the seller systems listed in Table 1.
Introduction: What is a Source Water Assessment?
The North Carolina Division of Water Resources, Public Water Supply (PWS) Section is responsible for implementing
the Source Water Assessment Program (SWAP) and completing assessments for all public drinking water supplies in
the state. The 1996 amendments to the Safe Drinking Water Act provided federal support and required states to conduct
assessments of all public water systems. A source water assessment is a qualitative evaluation of the potential of a
drinking water source to become contaminated by the identified potential contaminant sources (PCS) within the
delineated area. In North Carolina there are approximately 10,000 public water supply sources that were assessed by the
state. The PWS Section has gathered information for each water supply and developed a process for completing the
assessments.
What is the Source of Your Drinking Water?
Everyone wants clean, safe drinking water and we assume this natural resource will always be available to us. However,
drinking water sources can be threatened by many potential contaminant sources including underground storage tanks
for gasoline, permitted wastewater discharges and other waste disposal sites, improper handling of hazardous materials,
urban storm water runoff or other types of non -point source contamination such as runoff produced by agricultural
activities and land clearing for development. Protecting your drinking water from becoming contaminated is a wise
investment in public health and your community's future.
Table 1. Public Water Supply System Information
System Name
HAW RIVER, TOWN OF
City
HAW RIVER
PWS ID
NCO201020
Source Name
BURLINGTON, CITY OF
Source Name
GRAHAM, CITY OF
Assessment Report Contents
This assessment report includes the following sections:
Section 1: Assessment Area Delineation
Section 2: Potential Contaminant Source Inventory
Section 3: What is a Susceptibility Rating?
PWS ID: NCO201020 Pagel of 3 September 9, 2020

Section 1: Assessment Area Delineation
The area delineated for a surface water source(s) for this assessment is the water supply watershed. A watershed is a
geographic area of land draining to either a stream or lake. Local ordinances dictate the type of development that can
take place in some sections of the water supply watershed. In general, the watershed of a surface water source(s) is the
area through which contaminants, if released to the environment, can be reasonably expected to move across the land
surface following the path of overland flow or shallow subsurface flow and into the surface water body (stream or lake).
The area delineated for a well(s) for the purpose of this assessment is the contributing area for the well(s). When a well
is pumped, it begins to influence groundwater that is flowing through the subsurface and towards the well. The pumping
of the well creates a contributing area around the well that supplies water to the well. This is the area through which
contaminants, if released to the environment, can be reasonably expected to move through the ground and reach the
well.
Section 2: Potential Contaminant Source Inventory
An inventory of potential contaminant sources (PCSs) was completed for the delineated area of any public drinking
water source. The delineated area for a drinking water source(s) is the area where potential contaminant sources, if
released to the environment, could reasonably be expected to be a risk or a potential for contamination of a drinking
water supply. A PCS in any assessment report is a facility or site regulated under a state or federal regulatory program.
These facilities are identified in electronic databases that contain location information for each facility. Only databases
that include statewide information were used for source water assessments.
It is important to note that the PCSs identified in any delineated area are only potential sources of contamination to a
drinking water source. Environmental contamination is not likely to occur if harmful contaminants are managed
properly.
Section 3: What is a Susceptibility Rating?
In North Carolina the susceptibility of any drinking water source is based on two components, a contaminant rating and
an inherent vulnerability rating. A drinking water source(s) was assigned a qualitative susceptibility rating of higher,
moderate or lower based on the results of the contaminant rating and inherent vulnerability rating process as described
in the following paragraphs.
It is important to understand that a susceptibility rating of higher does not imply poor water quality. Susceptibility is an
indication of a water supply's potential to become contaminated by the identified PCSs within the assessment area.
Susceptibility Rating
The final susceptibility rating for a drinking water source(s) is determined by combining the contaminant rating and the
inherent vulnerability rating.
Contaminant Rating
The Contaminant Rating for a drinking water source(s) was determined based on the number and location of PCSs
within the delineated area. Each PCS identified within the delineated area was assigned a risk rating of higher, moderate
or lower. The number of PCSs that occur within the delineated area was determined and a contaminant rating of higher,
moderate or lower was assigned to a drinking water source(s).
Inherent Vulnerability Rating
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The Inherent Vulnerability Rating of a surface water source(s) refers to the geologic characteristics or existing
conditions of the surface water source(s) and the delineated assessment area (watershed). These characteristics include
water supply watershed classification, surface water source location, raw water quality rating, and the watershed
characteristics rating. The watershed classification is based on the size of the watershed, development activities, and
allowable waste treatment and disposal practices. The surface water sources are located in streams, large multi -purpose
impoundments or small water supply impoundments. The raw water quality rating assessed turbidity and total coliform
values over twelve months. The watershed characteristics rating is an assessment of the likelihood that contaminants
will follow the path of overland flow or shallow subsurface flow to a surface water source. An inherent vulnerability
rating of higher, moderate or lower was assigned to a surface water source(s).
The inherent vulnerability rating of a well(s) refers to the geologic characteristics or existing conditions of the well and
its delineated assessment area. These characteristics include aquifer rating, unsaturated zone rating and well
integrity/well construction rating. The aquifer rating is an assessment of the water transmitting characteristics of the
aquifer. The unsaturated zone rating is an assessment of the likelihood that contaminants from surface and shallow
sources will follow the path of aquifer recharge and reach the water table. The well integrity/construction rating is an
assessment of the quality of the construction of the well. An inherent vulnerability rating of higher, moderate or lower
was assigned to a well(s).
If you are interested in obtaining information on the public water supply sources of the water provider systems listed in
this report, please contact the Public Water Supply Section by e-mail at the following address: [e-mail]. Or
you may request information by mail using the address:
SWAP
Public Water Supply Section
1634 Mail Service Center
Raleigh, NC 27699-1634
Or you may contact the Source Water Assessment staff by phone at 919-707-9098.
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