20211430 Ver 1_Approval Email_20211104

Strickland, Bev
From: Pullinger, Robert C
Sent: Thursday, November 4, 2021 4:33 PM
To: Slayton Hazard-Daniel
Cc: Spivey, Kelly
Subject: Pamlico Rowing Club - Division of Water Resources Buffer Authorization
Attachments: Signed_2021-1340 v1 - Pamlico Rowing Club (Beaufort Co. - TP BA) 20211103).pdf
Mr. Hazard-Daniel (Slayton),
Thanks tremendously for your patience, and please find attached the buffer authorization approval for your project. If
you have any questions, please let me know how I can be of help.
Chris Pullinger
Environmental Specialist II
Division of Water Resources—Water Quality Regional Operations
North Carolina Department of Environmental Quality
943 Washington Square Mall
Washington, NC 27889
252 948 3918 office/desk phone
252-943-1036 state cell phone
chris.pullinger©ncdenr.gov
1

F i,,,c STATE o, ,.„
ROY COOPER J FD-.,/
Governor 'u `a O l
ELIZABETH S.BISER �_`
'i°v+i lz,nw
Secretary f�` ^^D"' '
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
November 03, 2021
DWR# 2021-1430 v1
Beaufort County
H-D Holdings of Washington, LLC and City of Washington
ATTN: Slayton Hazard-Daniel
418 East Water Street
Washington, North Carolina 28714
Subject: AUTHORIZATION CERTIFICATE PER THE TAR-PAMLICO RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B .0734)WITH ADDITIONAL CONDITIONS
Pamlico Rowing Club- 307 West Main Street
Dear Mr. Hazard-Daniel:
You have our approval for the impacts listed below for the purpose described in your application
dated September 28, 2021 and received by the Division of Water Resources (Division) on
September 28, 2021. Please note that you should get any other federal,state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and
Erosion Control, Non-Discharge, and Water Supply Watershed regulations. This Authorization
Certificate shall expire five (5) years from the date of this letter.
This approval requires you to comply with the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and general
conditions of the Buffer Rules are met. No other impacts are approved, including incidental
impacts [15A NCAC 02B. 0233(8)].
Type of Impact Amount Approved Amount Plan location/
Permanent(units) Approved Reference
Temporary Attached
(units)
Buffers-Zone 1
B1 - (ingress/egress 432 ft2 (square feet) 0 (square feet)
stairs&ADA access) Attached plans
Buffers-Zone 1/2
B2 - 6'access from city 360 ft2 (square feet) 0 (square feet) Attached plans
2. No Waste, Spoil, Solids,or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Buffer Authorization Application. All
forestry operations activities shall be performed so that no violations of state water quality
standards,statutes,or rules occur [15A NCAC 02H .0502 and.0502].
..DE Q North Dtm of Environmental Quality l Is of W
��� WashingtonCarolina Regionalepar Officeent 943 Washington Square MallDivi ion WashingtonaterResources,North Carolina 27889
NORTH CAROLINA
Department of Environmental Quality 252.946.6481

3. The Permittee shall replant the vegetation within temporarily disturbed areas associated with
this project in an "in kind" manner immediately following construction. (Example:
Disturbed areas with pre-existing grassed lawns must be replanted with grass. Disturbed
areas with pre-existing trees or woody vegetation must be replanted with trees and
woody vegetation. Disturbed areas with pre-existing forest vegetation must be replanted
with forest vegetation including at least two different native hardwood tree species at a
density sufficient to provide 260 trees per acre at maturity. This density can usually be
achieved by planting approximately 360 (11 x 11 spacing)to 538 (9 x 9 spacing)trees per
acre.) Restoration of trees/shrubs/forest must be completed by the first subsequent planting
season (November 1 through March 30). Note, if the tree plantings do not survive,they will
need to be replaced such that the density is sufficient to provide 320 trees per acre at
maturity. [15A NCAC 02H .0507 (c), 15A NCAC 02H .0506 (b)(3),and 15A NCAC 02B.0233
(6)]
4. Compensatory Buffer Mitigation Using a Mitigation Bank
Mitigation must be provided for the proposed impacts as specified in the table below. The Division has received
an acceptance letter from the Greene Environmental Services Mitigation Bank to meet this mitigation
requirement. Until the Greene Environmental Services Mitigation Bank receives and clears your payment,and
proof of payment has been provided to this Office, no impacts specified in this Authorization Certificate
shall occur. For accounting purposes, this Authorization Certificate authorizes payment to the Greene
Environmental Services Mitigation Bank to meet the following compensatory mitigation requirement[15A
NCAC 02H.0506(b)(6),and 15A NCAC 02B.0295(e)]:
Compensatory Mitigation Required River and Sub-basin number
Buffers 1,296 ft2 (square feet) Tar-Pamlico (03020104)
5. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Authorization. If you
change your project, you must notify the Division and you may be required to submit a new
application package with the appropriate fee. If the property is sold, the new owner must be
given a copy of this approval letter and Authorization and is responsible for complying with all
conditions. [15A NCAC 02B.0507(d)(2)]
6. This approval and its conditions are final and binding unless contested. {G.S. 143-215.5}
This Buffer Authorization can be contested as provided in Articles 3 and 4 of General Statute 150B
by filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/or by calling the OAH Clerk's Office at(919) 431-3000 for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered filed when the original and one (1) copy along with any applicable OAH filing
fee is received in the OAH during normal office hours (Monday through Friday between 8:00am and
5:00pm,excluding official state holidays).
D E Q North Dtt ioeal Quality I vis Wuc
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Department
WashingtonCarolina Regionalepar cot
menffice of 943Env Washingtonrnmnt Square Mall ion WashingtonofaterReso,Northr Carolina
es 27889
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NORTHEnvironmental Quality

The petition maybe faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business
days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service(UPS,
FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under the Tar Riparian Buffer Rules as described
in 15A NCAC 02B .0734. Please contact Chris Pullinger at 252-948-3918
or [e-mail] if you have any questions or concerns.
Sincerely,
Rottil Te0,14,04(
Robert Tankard,Assistant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources,NCDEQ
cc: Slayton Hazard-Daniel (via e-mail: [e-mail])
Kelly Spivey, DCM WaRO (via e-mail)
DWR Laserfiche
D E�^- North tial Quality I Is Wu
l�iJ/� WashingtonCarolina RegionalDepar Officement of 943Env Washingtonronment Square MallDivi Washingtonionof aterReso,North rces Carolina 27889
NORTH CAROLINA
Department al Environmental Quality 252.946.6481

2018 APPENDIX B - BuildingCode Summary LIFE SAFETY SYSTEM REQUIREMENTS AIto ratI O ns to : n�
Emergency Lighting: ❑ No X❑ Yes
ri (A) (B) (C) (D) Exit Signs: ❑ No X❑ Yes
Name of Project: ALTERATION TO THE WASHINGTON BOAT HOUSE STORY DESCRIPTION BLDG AREA TABLE AREA FOR ALLOWABLE Fire Alarm: X❑ No ❑ Yes
NO. AND USE PER STORY 506.24 FRONTAGE AREA PER STORY OR
Address: 307 WEST MAIN ST. WASHINGTON, NC Zip Code: 27889 (ACTUAL) AREA INCREASE15 UNLIMITED2'3 Smoke Detection Systems: X❑ No ❑ Yes ❑ PartialTHE WASHINGTON , '
Owner or Authorized Agent: BW Architecture Phone No. 252-355-1300 e-mail [e-mail] \ 1 BUSINESS 1,200 9,000 0 9,000 Carbon Monoxide Detection: X❑ No ❑ Yes
U
Owned by: ❑ City/County X❑ Private ❑ State \\
Code Enforcement Jurisdiction: X❑ City ❑ County X❑ State
BOAT HOUSE
LIFE SAFETY PLAN REQUIREMENTS -- W
CONTACT: �� Life Safety Plan Sheet# LS-001 Z
1 Frontage area increases from Section 506.3 are computed thus: N/A 0
Designer Firm Name License# Telephone# E-mail ❑ Fire and/or smoke rated wall locations(Chapter 7)
Architectural BW Architecture Bradley Williams NC 10568 252.355.1300 [e-mail] a. Perimeter which fronts a public way or open space having 20 feet minimum width = N/A (F) k-I
Civil N/A b. Total Building Perimeter = N/A (P) ❑ Assumed and real property line locations(if not on site plan)
Electrical Stroud Engineering PA Michael Stroud, P.E. NC PE021990 252.756.9352 [e-mail] c. Ratio (F/PLLJ
Fire Alarm N/A = N/A F/P( ) ❑ Exterior wall opening area with respect to distance to assumed property lines (705.8) WASHINGTON NC 27889
Plumbing Stroud Engineering PA Michael Stroud, P.E. NC PE021990 252.756.9352 [e-mail] d. W= Minimum width of public way= N/A (W) U
Mechanical Stroud Engineering PA Michael Stroud, P.E. NC PE021990 252.756.9352 [e-mail] e. Percent of frontage increase If= 100 [F/P-0.25]x W/30 = N/A (%) X❑ Occupancy Use for each area as it relates to occupant load calculation (Table 1004.1.2) J
=
Sprinkler-Standpipe N/A 2 Unlimited area applicable under conditions of Section 507 X❑ Occupant loads for each area n, cc' J
Structural N/A �% a
Retaining Walls>5' HighN/A 3 Maximum Building Area =total number of stories in the building x D (maximum 3 stories)(506.2) X❑ Exit access travel distances(1017) Architectural.. W
Other N/A 4 The maximum area of open parking garages must comply with Table 406.5.4 I- p
("Other"should include firms and individuals such as truss, precast, pre-engineered, interior designers, etc.) ❑ Common path of travel distances(Tables 1006.2.1 & 1006.3.2(1))
5 Frontage increase is based on the unsprinklered area value in Table 506.2 D (9 LL,
❑ Dead end lengths(1020.4) Di..ARcHITEcTuRE < F_, 'i
NOTE: PROJECT IS BEING SUBMITTED FOR GROUND FLOOR DESIGN AND CONSTRUCTOIN X❑ Clear exit widths for each exit door . D U
ONLY. SECOND FLOOR PLAN DESIGN IS SHOWN THORUGHOUT THIS SET OF DRAWINGS FOR
ALLOWABLE HEIGHT
FUTURE PLANNING ONLY AND FOR COORDINATION OF INFRASTRUCTURE. SECOND FLOOR IS ALLOWABLE SHOWN ON PLANS CODE REFERENCE X❑ Maximum calculated occupant load capacity each each exit door can accommodate based on egress width (1005.3) n n O c,,
NOT TO BE OCCUPIED ANDIS NOT BEING PERMITTED OR CONSTRUCTED AT THIS TIME. X❑ Actual occupant load for each exit door BW Architecture, PLLC
DRAWINGS FOR THE SECOND FLOOR WILL BE SUBMITTED FOR UNDER A SEPARATE PERMIT Building Height in Feet(Table 504.3)2 50' 25'-0" www.bw OAKMONT DR.
AT WHICHTIME THE OWNER WISHES TO UPFIT THE SECOND FLOOR. a ❑ A separate schematicplan indicatingwhere fire rated floor/ceilingand/or roof structure isprovided for 100 A Oakmont Dr. GREENVILLE,A NC 2 858
p NC 27858
Building Height in Stories (Table 504.4) 1 2 purposes of occupancy separation Greenville, NC 27858 252.355.1300
X Location of doors withpanic hardware (1010.1.10) Documents are the exclusive property of BW
1 Provide code reference if the"Shown on Plans" quantity is not based on Table 504.3 or 504.4 252.355.1300 Architecture,PLLC and may not be reproduced or
2018 NC BUILDING CODE ❑ New Building ❑Addition X❑ Renovation 2 The maximum height of air traffic control towers must comply with Table 412.3.1 reusedforan ur osewahoutexpressedwrittenconsent.
g y y ❑ Location of doors with delayed egress locks and the amount of delay(1010.1.9.7) [e-mail] cepyr gb �ni Architecture, Puc.
❑ 1st Time Interior Completion 3 The maximum height of open parking garages must comply with Table 406.5.4
❑ Shell/Core-Contact the local inspection jurisdiction for possible additional ❑ Location of doors with electromagnetic egress locks(1010.1.9.9)
procedures and requirements
❑ Phased Construction -Shell/Core-Contact the local inspection jurisdiction for FIRE PROTECTION REQUIREMENTS ❑ Location of doors equipped with hold-open devices
possible additional procedures and requirements ❑ Location of emergency escape windows(1030)
FIRE RATING Plumbing, Mechanical & Electrical En ineerin •
BUILDING DETAIL NO. DESIGN NO. DESIGN NO. DESIGN NO. ��rt�unu ifu,,
2018 NC EXISTING BUILDING CODE: EXISTING: ❑ Prescriptive ❑ Repair ❑ Chapter 14 SEP.
X❑ The square footage of each fire area(202) ��.� �,,,
ELEMENT DISTANCE PROVIDED AND FOR RATED FOR RATED FOR RATED ���`i �S d 00' '',,,
Alteration: ❑ Level I X❑ Level II ❑ Level III (FEET) REQ'D (WITH SHEET NO. ASSEMBLY PENETRATION JOINTS ❑ The square footage of each smoke compartment for Occupancy Classification 1-2(407.5) �,��'� ty, ..��bj
REDUCTION S
Historic Property Note any code exceptions or table notes that may have been utilized regarding the items above. T R O U D ENGINEERING FD ■A■ ' 3 �� ._i • • c'‘'S
Structural frame, _ V j°� ^t 110 VI Z
CONSTRUCTED: (date) CURRENT OCCUPAN Y(S) (Ch. 3) N/A 0 including columns, NA 107 B Commerce St. = '-' �t,
girders, trusses �'
RENOVATED: (date) PROPOSED OCCUP NCY(S)(Ch. 3) BUSINESS (LESS THAN 50 OCCUPANTS) =r���'g ^ o�i� I
ACCESSIBLE DWELLING UNITS (SECTION 1107) Greenville, NC 27858 ,,�)pd'�:";, Jv.``
RISK CATEGORY: (Table 1604.5): Current: ❑ 1 X❑ 11 ❑ 1 F 1 ACCESSIBLE ACCESSIBLE TYPE A TYPE A TYPE A TYPE A TOTAL ACCESSIBLE ''.,,v8' e+' .,•`%
Proposed: ❑ I X❑ II ❑ HI ❑ IV Bearing walls >30 UTOTAL NITS 252.756.9352
g UNITS UNITS UNITS UNITS UNITS UNITS UNITS i'iiiifgiN 04
Exterior >30 REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED PROVIDED
BASIC BUILDING DATA North >30 NA NA NA NA NA NA NA NA
Construction Type: ❑ 1-A ❑ II-A ❑ 111-A ❑ IV ❑V-A
East >30
❑ 1-B ❑ II-B ❑ 111-B X❑V-B
West >30
Sprinklers: X❑ No ❑ Partial ❑Yes ❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D ACCESSIBLE PARKING(SECTION 1106)
South >30 TOTAL NO. OF
Standpipes: X❑ No ❑Yes Class ❑ I ❑ II ❑ Ill ❑Wet ❑ Dry — NO. OF ACCESSIBLE SPACES REQUIRED/PROVIDED TOTAL NO.
Interior N/A LOT OR PARKING SPACES ACCESSIBLE
Fire District: X❑ No ❑Yes Flood Hazard Area: X❑ No ❑Yes PARKING AREA REQUIRED PROVIDED REGULAR WITH 5' VAN SPACES WITH PROVIDED
Nonbearing walls ACCESS AISLE 132"ACCESS AISLE 8'ACCESS AISLE
Special Inspections Required: ❑X No ❑Yes (Contact the local inspection jurisdiction for additional and partitions NA NA NA NA NA NA NA
procedures and requirements) Exterior Drawing Index
NOTE: MAXIMUM BUILDING OCCUPANCY(BOTH FLOORS COMBINED)SHALL BE LIMITED TO 99 PEOPLE OR North N/A
FEWER. OCCUPANCY OVER 100 PEOPLE WOULD REQUIRE SPRINKLER SYSTEM. Total
East N/A
West N/A T-1 TITLE SHEET/APPENDIX B (CODE SUMMARY)
PLUMBING FIXTURE REQUIREMENTS (Table 2902.1)
South N/A LS-001 LIFE SAFETY PLAN Z Liu
GROSS BUILDING AREA TABLE WATERCLOSETS URINALS LAVATORIES SHOWERS/ DRINKING FOUNTAINS
Interior N/A USE B TUBS
Floor Existing (SQ FT) New(SQ FT) Sub Total MALE FEMALE MALE FEMALE REGULAR ACCESSIBLE A-101 EXISTING CONDITIONS FLOOR PLANS Q
Floor construction PROVIDED 1 0 1 0 0 0 A-102 FLOOR PLANS (0
including support N/A A-103 REFLECTED CEILING PLANS
M .0°)
beams and joist REQUIRED 1 0 1 0 0 o A-104 ENTRANCE DETAILS AND STAIRS SECTION 00
Floor Ceiling O N
Assembly A-201 EXISTING CONDITIONS EXTERIOR ELEVATIONS 0
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Colu ns Supporting A-202 EXTERIOR ELEVATIONS ,SsZ o
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First Floor 1,200 s.f. 1,200 s.f. Roof construction P-1 SANITARY PLANS AND DETAILS w z
including support N/A STRUCTURAL DESIGN NA - _
Second Floor 1,948 s.f. 1,948 s.f. beams and joist P-2 DOMESTIC WATER PLANS AND DETAILS ¢ a
TOTAL 3,148 s.f. 3,148 s.f. Roof Ceiling P-3 GAS PLANS
Assembly SPECIAL Approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, ICC, etc.., describe below) P-4 PLUMBING SCHEDULES Ms
Columns Supporting
ALLOWABLE AREA Roof M-1 MECHANICAL PLANS
�/
3
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ENERGY SUMMARY N/A(NOWORKTOSHELL) M-2 MECHANICAL SCHEDULE AND DETAILS
Primary Occupancy: Shafts-Exit N/A
Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 Shafts-Other N/A MECHANICAL SUMMARY N/A(NO WORK TO SHELL) E-1 ELECTRICAL PLANS
111 Ca
A E-2 LIGHTING PLANS
❑
Business Corridor separation N/A
Educational ❑ Occupancy/Fire N/A ELECTRICAL SUMMARY N/A(NO WORK TO SHELL)
Barrier Separation
factory ❑ F 1 Moderate ❑ F-2 Low Party/Fire Wall N/A NOTE: PROJECT IS BEING SUBMITTED FOR GROUND FLOOR DESIGN AND CONSTRUCTOIN
Hazardous ❑ H-1 Detonate ❑ H-2 Deflagrate ❑ H-3 Combust ❑ H-4 Health ❑ H-5 HPM Separation ONLY. SECOND FLOOR PLAN DESIGN IS SHOWN THORUGHOUT THIS SET OF DRAWINGS FOR
Smoke Barrier FUTURE PLANNING ONLY AND FOR COORDINATION OF INFRASTRUCTURE. SECOND FLOOR IS
Institutional ❑ 11 Condition ❑ 1 ❑ 2 Separation NOT TO BE OCCUPIED ANDIS NOT BEING PERMITTED OR CONSTRUCTED AT THIS TIME.
❑ 1-2 Condition ❑ 1 ❑ 2 Smoke Partition DRAWINGS FOR THE SECOND FLOOR WILL BE SUBMITTED FOR UNDER A SEPARATE PERMIT
AT WHICHTIME THE OWNER WISHES TO UPFIT THE SECOND FLOOR.
❑ 1-3 Condition ❑ 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5 Tenant/Dwelling
❑ 1-4 Unit/Sleeping
Unit Separation
Mercantile ❑ Incidental Use Sep.
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Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 tY
*Indicate section number permitting reduction 1-
Storage ❑ S-1 Moderate ❑ S-2 Low ❑ High-Piled LL
❑ Parking Garage ❑ Open ❑ Enclosed ❑ Repair Garage " , ' - - - . • z
m
Utility and Miscellaneous ❑
PERCENTAGE OF WALL OPENING CALCULATIONS
Accessory Occupancy Classification(s). FIRE SEPARATION DEGREE OF OPENINGS o�
ALLOWABLE AREA ACTUAL SHOWN ON tiodhce,IrJ ,iaEnvIronfnentai :: , _. 0
Incidental Uses: (Table 509): DISTANCE (FEET) PROTECTION (%) PLANS(%) LD
FROM PROPERTY LINES (TABLE 705.8) z
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Special Uses(Chapter 4 List Code Sections): Commission 0
Maiage 'neflt
00
Special Provisions: (Chapter 5 List Code Sections):
0
Mixed Occupancy: ❑ No X❑Yes Separation: Hr: Exception: cn
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X❑ Non Separated Use (508.3) of miter RotirS , •. + ,,,
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The required type of construction of the building shall be determined by applying the height and area ForT Basin _.,
limitations for each of the applicable occupancies to the entire building. The most restrictive type of Tar-Pamlico CC z
construction, so determined, shall apply to the entire building. - -
❑ Separated Use (508.4)-See below for area calculations November 3 2 Project No: 18036
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area ,
of each use divided by the allowable floor area for each use shall not exceed 1. •
Date: 4.27.21
g .
Actual Area of Occupancy A Actual Area of Occupancy B FOR PERMIT SET
Allowable Area of Occupancy A Allowable Area of Occupancy B - 1 RIM(Mad bY
0 + 0 = 0 DWR Project #2021-1340 vl
0 0 < 1.00

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LIFE SAFETY LEGEND
FE=FIRE EXTINGUISHER CABINET
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- TD - - TD — — TRAVEL DISTANCE/PATH - - - 1-
- - OCCUPANCY AREAS -- Z
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FIRST FLOOR S.F. TOTAL = 1,200 s.f. z
CONSTRUCTION TYPE: VB
BUILDING IS"NOT" SPRINKLED
OCCUPANCY-BUSINESS Z
TOTAL OCCUPANTS=49 LV
SECO S.F. TOTAL = 1,948 s.f. U =
CONSTRUCTION TYPE: SiBUILDING IS"NOT" SPRINKLED W ��� Ca
=
OCCUPANCY-ASSEMBLY A-2 N ST FL L BE CHANGED TO ASSEMBLY WHEN '�% '
SECOND FLOOR PLAN EMITTED, BUT IN INITIAL IRST FLOOR REMAINS A a
BUSINESS OC Y / _
T CUPANTS=58 > OH
TOTAL OCCUPANTS-98 =
FINAL LOCATION OF FE AND FEC's TO BE COORDINATED WITH FIRE MARSHAL D z
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NOTE: MAXIM UPANCY BO BINED)SHALL BE n n 2 m
LIMITED TO 99 PEOPLE O R 100 PEOPLE WOULD
REQUI STEM. www.bwarchitecture.info
100 A OAKMONT DR.
GREENVILLE,NC 27858
252.355.1300
I- ❑ Documents are the exclusive property of BlN
DECK Architecture,PLLC and may not be reproduced or
reused for anV purpose without expressed written consent.
Copyright 8�/i Architecture, PLLC.
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2 Occupants 1 660 sf/15 sf X 0 = Per person I I I 104.1
Per person I W o ce O
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(46"PROVIDED)
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NOTE: SECOND FLOOR PLAN DESIGN IS SHOWN FOR FUTURE PLANNING ONLY AND 0_
FOR COORDINATION OF INFRASTRUCTURE. SECOND FLOOR IS NOT TO BE OCCUPIED AND NOTE: STAIRS TO SECOND FLOOR WILL NOT BE CONSTRUCTED AT U
IS NOT BEING PERMITTED OR CONSTRUCTED AT THIS TIME. DRAWINGS FOR THE THIS TIME AND ARE SHOWN FOR FUTURE PLANNING USE ONLY. °
SECOND FLOOR WILL BE SUBMITTED FOR UNDER A SEPARATE PERMIT AT WHICH DISREGARD STAIRS. cn
TIME THE OWNER WISHES TO UPFIT THE SECOND FLOOR. o a3 N
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Project No: 18036
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TDate: 4.27.21
FOR PERMIT SET
LS001
LIFE SAFETY PLAN SECOND FLOOR 001 .2 LIFE SAFETY PLAN FIRST FLOOR 001 . 1
SCALE 1/8" = 1' SCALE 1/8" = 1' '

GENERAL DEMOLITION NOTES
(1)GENERAL CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE (7) OWNER RETAINS FIRST RIGHT OF REFUSAL FOR ALL EQUIPMENT, FIXTURES, =)1
LOCAL,STATE,AND OR REGULATORY AGENCIES, CODES,AND REGULATIONS FURNISHINGS, MATERIAL ETC.TO BE REMOVED AND/OR DEMOLISHED. NO
FOR NEW CONSTRUCTION AND DEMOLITION. MATERIAL, EQUIPMENT, FIXTURES, FURNISHINGS, MATERIAL, ETC. SHALL BE C
(2)COORDINATE ALL DEMOLITION WORK WITH DEMOLITION REQUIRED CIVIL, PLUMBING, REMOVED FROM THE SITE WITHOUT THE OWNERS PRIOR APPROVAL.
MECHANICAL&ELECTRICAL PLANS AND ASSOCIATED CONTRACTORS (8) CONSTRUCT TEMPORARY DUST PARTITIONS TO ISOLATE DUST, DEBRIS AND FUMES TO
(3)PROVIDE TEMPORARY PARTITIONS AND BARRIERS TO PROTECT THE PUBLIC THE WORK AREA AND PREVENT THE SPREAD OF DUST, DEBRIS AND FUMES TO
FROM ANY POTENTIAL CONSTRUCTION HAZARDS AT ALL TIMES. OCCUPIED AREAS AND EXISTING FINISHES, FURNITURE, EQUIPMENT, ETC. COVER AND
PROTECT EXISTING FINISHES, FURNITURE, EQUIPMENT, ETC.TO PREVENT DAMAGE. GC - - - I-
(4)PRIOR TO REMOVAL OR CUTTING OF OPENINGS THROUGH STRUCTURAL SHALL BE RESPONSIBLE FOR IMMEDIATE REPAIR OF DAMAGE TO ALL DAMAGE CAUSED __ z
WALLS OR SLABS, CONTRACTOR SHALL PROVIDE ADEQUATE SHORING FOR AS A DIRECT OR INDIRECT RESULT OF DEMOLITION AND CONSTRUCITON OPERATIONS. LLJ
THE ROOF AND ANY OTHER STRUCTURAL LOADS. SUPPORTS WILL NOT BE C
REMOVED UNTIL NEW STRUCTURAL SYSTEM ARE IN PLACE. (9) GC TO CONSTRUCT WEATHER PROOF PARTITION AS REQUIRED TO PREVENT WATER z
DAMAGE TO EXISTING AND NEW CONSTRUCTION. _
(5)CARE SHALL BE TAKEN DURING CONSTRUCTION, NOT TO DAMAGE ANY EXISTING 0
STRUCTURAL MEMBERS OR THEIR SUPPORTS,THE ARCHITECT AND OWNER'S (10) IF HAZARDOUS MATERIALS ARE DISCOVERED DURING DEMOLITION AND Ce
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REPRESENTATIVE WILL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE SHOULD OCCUR. RENOVATION,ALL CONTRACTORS SHALL NOTIFY OWNER'S REPRESENTATIVE AND >
ARCHITECT AND SHALL COMPLY WITH ALL APPLICABLE REGULATIONS, LAWS,AND z
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NOTE: EXISTING SPRINKLER SYSTEM PIPING, HEADS,COMPONENTS, ETC. SHALL BE REMOVED THROUGHOUT BUILDING NOTE: EXISTING SPRINKLER SYSTEM PIPING, HEADS,COMPONENTS, ETC. SHALL BE REMOVED THROUGHOUT BUILDING
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EXISTING WALLS TO REMAIN 24_6 24'-10"
100 A OAKMONT DR.
GREENVILLE,NC 27858
EXISTING WALLS TO BE REMOVED 252.355.1300
_ Documents are the exclusive property of BlN
❑ C Architecture,PLLC and may not be reproduced or
_ reused for any purpose without expressed written consent.
I I Copyright BAP/ Architecture, PLLC.
GENERAL NOTES E., DECK E., m
1• DO NOT SCALE THE DRAWINGS.NOTIFY ARCHITECT PRIOR TO COMMENCING WORK
IF DIMENSIONAL DISCREPANCIES ARE FOUND. NEW P.T.WOOD DECKING _
2. THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL GRADES,LINES, AND FRAMING TOD MATCH
LEVELS,DIMENSIONS INDICATED OR SHOWN ON THE PLANS OR INDICATED BY — EXISTING -
EXISTING CONDITIONS AND SHALL REPORT ANY DISCREPANCIES AND OR EXISTING tprUiiiU p,,
CONDIMMEDIATNS THAT RESTRICT ELY TO THE ARCHITECT ANR D OR ENGINEHIBIT ER. VERIFICATIOAL N SHALL BE ❑ C ``•• Na,5 ��ufAil ft 0,,
PERFORMED PRIOR TO COMMENCING ANY AND ALL WORK AND PRIOR TO ORDERING _ _ �`���t �� tL7 '���
OR INSTALLING MATERIALS AND EQUIPMENT. nJ nJ — LOWER - = •v/,�� �.,•%-
3. ALL CONSTRUCTION SHALL BE IN FULL COMPLIANCE WITH THE CURRENT EDITION 3/Z CP\
ALL FEDERAL,STATE AND LOCAL LAWS,CODES AND ORDINANCES. v BOAT SLIP DECK = = •
• /ft N (D � � O
4. GC SHALL COORDINATE WITH MC AND EC BEFORE INSTALLATION OF ALL i 1 i 1 . IQ N. L I Z
EQUIPMENT,FIXTURES,&FITTINGS TO AVOID CONFLICT AND NOTIFY ARCHITECT OR Y Va.., O ��
ENGINEER OF ANY CONFLICTS. ��N ‘.Q,,gg�� r p�j/ v
5. ALL FURNITURE IS BY OWNER UNLESS OTHERWISE INDICATED. — �J �J - E9 - ❑ '% )O‘"d �►/Jv��
6 ALL NEW INTERIOR WALL CONSTRUCTION REPRESENTED AS 4"IS 2 x 4 WOOD STUD C7 N 9'-8" 13' N ° - '�� d�`'� �� ��``
FRAMING,UNLESS NOTED OTHERWISE. o C7 z EXISTIN ILL NEW P.T.WOOD STAIRS EXISTING MILL ''., 8' r.' ��`�
O z z n n n MAXn ,,i `
7. ALL INTERIOR WALLS TO BE INSULATED WITH R-13 SOUND ATTENUATION BATTS o a — MAX 7"RISE AND ��up� �,
z� 11 n BUILT NG 11"TREADS BUILDING �*
8. ALL DRAWINGS ARE DEVELOPED TO CONVEY AND COMMUNICATE DESIGN INTENT. >'x Ow>I —1—c —p i (NO . ORK) (NO WORK)
ANY SPECIAL SHAPES,TRIMS,MOLDINGS,FASTENERS,CONNECTIONS OR w
w z Q o — EXISTING WALL TO
NECESSARY COMPONENTS NOT INDICATED SHALL BE PROVIDED AT THE z ce w ° ° TAKE EXISTING BARN DOORS
CONTRACTORS EXPENSE IN ORDER TO PROVIDE A COMPLETE AND TOTAL "v FUTURE TAP I 1 OFF HINGES,SHIFT DOWN, NEW GUARD RAIL BE REMOVED AS
42"A.F.F.WITH REQUIRED FOR TO INSTALL
ASSEMBLY. — AND PIN BACK TO EXISTING
9. MAINTAIN ENVIRONMENTAL CONDITIONS(TEMPERATURE,HUMIDITY AND WALL WALL AS REQUIRED FOR 4"MAX OPENINGS NEW DOOR AND FRAME
n,.._MOUNTED IDNEW ENTRANCE FRAMING _ as NEW P.T.WOOD STAIRS
VENTILATION)WITHIN LIMITS RECOMMENDED BY MANUFACTURER FOR OPTIMUM T.V. Q ° n MAX 7"RISE AND
RESULTS FOR ALL WORK,PRODUCTS,INSTALLATIONS,ETC. ° NEW P.T.WOOD DECKING 1PN 1 DN
� 11"TREADS
10. FIREBLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS ° I
NEWS D PACK AND FRAMING TO MATCH
(HORIZONTAL AND VERTICAL)AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN o_ �I AS REQUIR.D FLOR EXISTING UPPER NEW DQUBtE-- nn
FLOORS,BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE IN COMBUSTIBLE H Q ® NEW STORE FONT DECK 6 PANEL D00R- �/
CONSTRUCTION-SECTION 717.2 L • o ENTRA QE I--1- ® I
0 REQUIRED IN CONCEALED WALL SPACES(STUD WALLS AND PARTITIONS, BAR Al N 0\ 3070 SIN 4'-1 6' 3'-8" 8' 9 _
INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED o_ 2 L _'-' 1 04.1
2 #6� NEW ALUM.1' - E.
STUDS)AS FOLLOWS: 0 I INSULATED GLAZING IN
•VERTICALLY AT THE CEILING AND FLOOR LEVEL ° MWALL OUNTED v �(,l I in ALUM.STOREFRONT
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•HORIZONTALLY AT INTERVALS NOT TO EXCEED 10' FRA/ME x I
•BETWEEN CONCEALED VERTICAL AND CONCEALED HORIZONTAL SPACES o T.V. © L- '- =— I
CREATED BY FLOOR JOISTS,TRUSSES,AT SOFFITS AND DROPPED CEILINGS N- H o 6'X8'OVERHEAD DOOR 8'X8'OVERHED DOOR
AND SIMILAR CONDITIONS Q 0ill n n 1
•BETWEEN STAIRWAY STRINGERS AT THE TOP AND BOTTOM OF THE RUN I w _,
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TRIM ELEMENTS AT MAX.INTERVALS OF 20'SO THAT NO OPEN SPACE WILL >O z N = I 11 l Q BAR -,N 'II dN
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w� SHADED WALLS INDICATE o • -BUILDING (H _I II 1 : BUILDING Q
NEW2x4WOODSTUDS / -1 _ z (NO WORK) I�II� ' (0
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PTD BY OWNER PAPER TOWEL DISPENSER G.C. TO PROVIDE BLOCKING AND INSTALL L FLOOR JOISTS ABOVE Q
TPH BY OWNER TOILET PAPER HOLDER G.C. TO PROVIDE BLOCKING AND INSTALL — 4, n LI t II WO'i E N -
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(2) SEE INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS E. FOR MORE INFO
MATCH EXISTING 11
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TOILET PAPER HOLDER RISERS 12'(FIELD VERIFY 1
LOCATION TO BE DETERMINED 39"to 41" 36"min.Grab Bar
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REQUIREMENTS 42" in.Grab Bar 12"max. 24"min. 12"min. REQUIRED) INDICATES NEW P.T. NEW WOOD STAIRS
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W/WALL MOUNTED TOILET 60"MIN.CLEARANCEIFFF- 16"TO18"FOR ADULT FOR COORDINATION OF INFRASTRUCTURE. SECOND FLOOR IS NOT TO BE OCCUPIED AND NOTE: STAIRS TO SECOND FLOOR WILL NOT BE CONSTRUCTED AT
59' MI .CLEARANCE FOR ACCESSIBLE
DTOILCOMPA TMENT (NO OTHER FIXTURES ACCESSIBLE WATER CLOSET- IS NOT BEING PERMITTED OR CONSTRUCTED AT THIS TIME. DRAWINGS FOR THE THIS TIME AND ARE SHOWN FOR FUTURE PLANNING USE ONLY.
W/FLOOR MOUNTED TOILET ALLOWED IN THIS AREA) 17"-19"FOR AMBULATORY CLOSETcn
(N OTHER FIXTURES ALLOWED IN THIS AR A) SECOND FLOOR WILL BE SUBMITTED FOR UNDER A SEPARATE PERMIT AT WHICH DISREGAD STAIRS.
SIDE ELEVATION FRONT ELEVATION TIME THE OWNER WISHES TO UPFIT THE SECOND FLOOR. � o
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NOTE 1: ABOVE DRAWINGS AND DIMENSIONS ARE FOR ADULT FIXTURES AND RESTROOMS ONLY. CC z
ACCESSIBLE RESTROOM MOUNTING HEIGHTS T 102.3 I Project No: 18036
SCALE: NTS Date: 4.27.21
NOTE 1:DUE TO POTENTIAL FOR FLOODING,GROUND FLOOR IS
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NOTE 2:GROUND FLOOR CONSTRUCTION WHERE POSSIBLE SHALL r LRI"�1 1 SET
BE WATERPROOF OR ROT RESISTANT MATERIALS WITH AS LITTLE
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WHERE POSSIBLE TO BE FINISHED WITH CORRUGATED METAL SIDING
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PANELS TO REMAIN 100 A OAKMONT DR.
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252.355.1300
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reused for any purpose without expressed written consent.
Copyright 81/i Architecture, PLLC.
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NOTE: SECOND FLOOR PLAN DESIGN IS SHOWN FOR FUTURE PLANNING ONLY AND
FOR COORDINATION OF INFRASTRUCTURE. SECOND FLOOR IS NOT TO BE OCCUPIED AND NOTE: STAIRS TO SECOND FLOOR WILL NOT BE CONSTRUCTED Al
IS NOT BEING PERMITTED OR CONSTRUCTED AT THIS TIME. DRAWINGS FOR THE THIS TIME AND ARE SHOWN FOR FUTURE PLANNING USE ONLY.
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TIME THE OWNER WISHES TO UPFIT THE SECOND FLOOR. o ai
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100 A OAKMONT DR.
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. ,. ° ° . ° 252.355.1300
Documents are the exclusive property of BAN
Architecture,PLLC and may not be reproduced or
° reused for any purpose without expressed written consent.
Copyr gb BAP/ Architecture, PLLC.
oQ , 52 ]32 _ r
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r �/ WJOISTS 6"0 C 11" �►���V11/2"DIAMETER GALVANIZED -Z PT.2 x 4 BOTTOM RAIL �PT.5/4 x6 DECKING ® O A 4"MAX OPENING �'NEW WOOD RAILING ��.� �`S►,����STEEL PIPE HANDRAIL . ( T l LAND NG FRAM NOG ® @ /II�II 1,NEW 2 x 10 SYSTEM 42"A.F.F. B 1�,`
@34"A.F.F.MAX-PROVIDE
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11/2"GAP BETWEEN RAIL O /
I, II IN
AND BUILDING Irl CD
0
P T.2x10 DECK BAND / 1
IHEII
(2)5/8"GALVANIZED THRU JOIST HANGER
BOLTS WITH WASHERS 1
P T.2 x 10 BOLTED
TO EXISTING FOUNDATION
SYSTEM
P.T.5/4 x 6 DECKING G e -
P.T.2 x 10 JOIST EXTEND NoswG"' b`v CUSTOM HEIGHT DOOR
EXISTING EXTERIOR WALL
16"O.C.MAX
PT.4 x4 WOOD POSTS TO STORAGE ROOM
1 -FIELD VERIFY FINAL SIZE 1 HOUR PER GA-FC 5406
— P.T.1 x 6 SCREENING (2)LAYERS OF 5/8"TYPE-X
w V -{7 z FINISH GRADE-SEE 1
1 r11 1 r,1I' SITE PLAN
,1 1 1\/1� 11"MIN. (2)PT.5/4"STAIR TREADS L L It
1
(z(s/a°GALVANIZED THRU STAIN GRADE WOOD
LE E BOLTS WASHERS 1 1 TREADS AND NEW 2 x 12
2x 12 BEAM BOLTED SET POST IN 3,000 PSI RISERS
WOOD STRINGERS
TO 4 x 4 POST CONCRETE WITH 4"
PT.4x4 POST @10'-0" li 1 MINIMUM COVER
O.C. MAX
R
V
= ' 1'-0"MIN.
{ P.T.2 x 12 STAIR STRINGERS °tl•
ae =
a. @ 16"O.C.MAX• .
SET RIT3000PS e
CONCRETE 3,000 SI . , . Z LLI
MINIMUM COVER ° r °
INTERIOR STAIR 1 ru
0 (0
•
NEW DECK AND RAMP DETAIL SCALE: NTS
104 4 00
SCALE: 1/2" = 1' NOTE: STAIRS TO SECOND FLOOR WILL NOT BE CONSTRUCTED AT o N
THIS TIME AND ARE SHOWN FOR FUTURE PLANNING USE ONLY. (111119 O co
LI z
DISREGARD STAIRS. o z
NEW STAIR DETAIL
< Z 1
0
SCALE: 1/2" = 1' 104.5 %.**************%%%********%%%.*••• CO <
I Z
a = a
O
EXISTING WOOD BARN SHADED AREA INDICATES NEW EXISTING WOOD BARN
STYLE DOOR TO BE OPENED WOOD STUD WALL WITH STYLE DOOR TO BE OPENED EXISTING ROOF i CC1
AND PINNED BACK TO EXISTING 5/8"GYPBOARD AND PINNED BACK TO EXISTING s—
AND CEILING FRAMING
WALL STRUCTURE WALL STRUCTURE
TO REMAIN
NEW WOOD STUD EXISTING EXTERIOR
HEADER AND GYPBOARD WALL FRAMING TO REMAIN
EXISTING EXTERIOR EXISTING EXTERIOR r
CORRUGATED METAL CORRUGATED METAL
SIDING TO BE RE-USED SIDING TO BE RE-USED a
FOR INTERIOR WALL FOR INTERIOR WALL
FINISH FINISH
/ \ NEW STOREFRONT ENTRANCE
IN NEW WOOD FRAMED WALL
(STOREFRONT FRAME TO MATCH
EXISTING OPENING PROFILE
(BLACK ALUMINUM STOREFRONT FRAME)
NEW P.T.WOOD RAILING
W SYSTEM @ 42"A.F.F.
4"MAX OPENING
EXISTING WOOD )=.
-
FLOORING AND
FRAMING TO REMAIN/ , —
—
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EXISTING WOOD j \ >NEW P.T.WOOD FRAMED TO REMAIN NEW STOREFRONT ENTRANCE \EXISTING WOOD LANDING • Z
IN NEW WOOD FRAMED WALL TO REMAIN
(STOREFRONT FRAME TO MATCH
EXISTING OPENING PROFILE Project No: 18036
(BLACK ALUMINUM STOREFRONT FRAME)
Date: 4.27.21
SECOND FLOOR INTERIOR ELEVATION 104•2 SECOND FLOOR EXTERIOR ENTRANCE SECTION 104• 1 FOR PERMIT SET
SCALE: NTS SCALE: NTS
Al 04
DETAILS 104 1
SCALE 1/2" = 1'

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H-D Holdings of City of "N,o°
Washington, LLC co Washington, NC
Deed Book 2008 Page 212 Z
Proposed
6 'Concrete
Walk Way
360sgft .
50 ' River Setback .
At
\ ' \ !�� ��•������•��. = Denotes existing
( 'e . c ' impervious surface .
30 ' River Setback — _ _ _ • ♦)A
_ _ — _ — _ — _ . — . '\ '��� of the City of Washington
►��.
® �����A New Handicap
Proposed Gate ® ����p ®, ` :�• Parking Space ,
; , �,- - - - -� , .�. Stewart
, - - - - t � , '!:;:; `44 q Parkway
Existing Bulkhead I _ _ _ — - 1 ` \ '����� %\ Cyr
27.57' ♦♦ ♦
�+ ♦�
Waters of River f ����� ��♦ 50 ' River
under an �������� t-- - y.- — - —r ��!•� j� . . . •�� Setback
Existing Structure ������� ������j� �i��j`� ►�j�� - ,
Existing ����, � ,i���0i. >��, 1
Commercial . ��• �.!��� �•
Mill not in use I •.�A������. I
'L . 30 River Setback . . .. .-- -am....... . —
sr It
11
•
4:.• , .111 1 \
• Existing Bulkhead *144•4*
Existing Bulkhead ►�C40j .
V1 i B 61,1 n . ���♦
•
v.
I0 � e .� ay Legend
PamlicoRiver oi ES � ‘
4 4 Erna -, ^ 0 = NIP (New IointSPipe t))
® o � -dc 1.34i -.. © = EIP ( Existing Iron Pipe)
`0° n.- O = Mag Nail (Magnetic Survey Nail)
® °.m. ' j `. = PP (Power Pole)
tom ° 0 ' /V ::tiro i k a o All NIP are 1 " in diameter iron pipe
3 x G .wi k �/ 24" long
aSt Units are Degrees Minutes & Seconds
1' ' #,vi 1 y I and US Survey Foot
r 9 9 = Line Surveyed
Y J = Line Not Surveyed
A Site Plan of Proposed Commercial Improvements for:
- I i
Located on West Main Street
Washington, NC
Sorrell Land Surveying, Inc. C-3508
Hugh A. Sorrell, Professional Land Surveyor L-2849
107 Union Drive Washington, NC
Mapping HAS / SHS Phone [phone] This drawing does not conform
to GS 47-30. It is not suitable
for recordation, conveyances or
sales. It to assist enviormental
permitting only.
30 15 0 30 60 90

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it
NORTH CAROLINA
ROY COOPER Environmental Quality
Governor
MICHAEL S.REGAN
Secretary
LINDA CULPEPPER
interim Director
DWQ Project No.: County:
Applicant:
Project Name:
Date of Issuance of Wetland Permit:
Upon completion of all work approved within the 401 Water Quality Certification and/or Buffer Rules, and any subsequent
modifications, the applicant is required to return this certificate to the 401 & Buffer Permitting Unit, North Carolina Division of
Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699-1617. This form may be returned to DWR by the applicant,the
applicant's authorized agent,or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, ,hereby state that,to the best of my abilities,due care and diligence was used in
the observation of the construction such that the construction was observed to be built within substantial compliance and intent
of the 401 Water Quality Certification and/or Buffer Rules,the approved plans and specifications,and other supporting materials.
Signature: Date: I
Agent's Certification
I, ,hereby state that,to the best of my abilities,due care and diligence was used in
the observation of the construction such that the construction was observed to be built within substantial compliance and intent
of the 401 Water Quality Certification and/or Buffer Rules,the approved plans and specifications,and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e., Engineer, Landscape
Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,weekly, full time) the
construction of the project,for the Permittee hereby state that,to the best of my abilities,due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance and intent of
the 401 Water Quality Certification and/or Buffer Rules,the approved plans and specifications,and other supporting materials.
Signature: Registration No. Date
DEQ--,,1
5 \\1
Depr'r+l d I n4..meta u.+er
North Carolina Department of Environmental Quality(Division of Water Resources-Washington Regional Office
943 Washington Square Mall,Washington,North Carolina 27889
252-946-6481