20191370 Ver 1_401 Application_20191008

T.E. ALLEN ENGINEERING, PC
TERRY E. ALLEN, PE, MSE 2 o 1 s
CONSULTING ENGINEER 3 T 0
Post Office Box 103
Rosman, North Carolina 28772
Phone [phone] Email: [e-mail] Mobile [phone] Finn # C-1997
October 4, 2019
SUBJECT: 401/404 Permitting to Repair or Replace Boathouse Foundation at 181 S
East Shore Dr., B A L080 E SHORE DR, Lake Toxaway, Transylvania County, North
Carolina, PIN: 8522-12-8791-000
Property Owners of Record: Edwin S Mullett & Carol W Mullett
NC DWQ, 401/Wetlands Unit wR
1650 Mail Service Center
Raleigh, NC 27699-1650 R�CV�p1d� 19
Dear DWQ:art R e°n
X60
Enclosed, please find five (5) copies of the 401/404 application (PCN form). A
check for the application review fee is also enclosed. This PCN to address the
construction of a new Boathouse Foundation to replace the existing Boathouse at the at
181 S East Shore Dr, Lake Toxaway, Transylvania County, North Carolina. A portion
of the existing seawall (bulkhead) will be removed to accommodate the new Boathouse
Foundation. The existing dock will also be replaced. The work shall be in accordance
with attached Sheets C-1 through C-10. Lake Toxaway has a water quality classification
of B; Tr.
All disturbed areas not to be filled or flooded will be vegetated pursuant to the
seeding schedule in the Erosion and Sediment Control Planning and Design Manual. If
you have any questions or require any additional information, please do not hesitate to
contact me at [phone] or email [e-mail].
Sincerely,
'11 �"e 'r�A
Terry . llen, PE, MSE
Consulting Engineer
Enclosures 5 copies of 401/404 PCN Application Form
Check for application review fee

a

Copy Furnish w/ attachment:
401 PERMITTING
Kevin Mitchell
NCDEQ — Division of Water Resources
2090 U.S. Hwy. 70
Swannanoa, NC 28711
828-296-4500
NC FISH & WILDLIFE PERMITTING
Andrea Leslie
Mountain Habitat Conservation Coordinator
NC Wildlife Resources Commission
645 Fish Hatchery Rd., Bldg B
Marion, NC 28752
828-400-4223
[e-mail]
USACE 404 PERMITTING
Mr. David Brown, PG
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Ave, Room 208
Asheville, NC 28801-5006

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
® Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 - Modification to Existing Seawall; 18 - New Boathouse Foundation
or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
® Yes ❑ No
For the record only for Corps Permit:
❑ Yes ❑ No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
NEW BOATHOUSE FOUNDATION at MULLETT RESIDENCE
2b.
County:
Transylvania
2c.
Nearest municipality / town:
Brevard
2d.
Subdivision name:
Lake Toxaway
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Ewdin S. & Carol W. Mullett
3b.
Deed Book and Page No.
Date: 01/1900 Book: Page:
Plat Book: Page:
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
181 S East Shore Dr. (B A L080 E SHORE DR)
3e.
City, state, zip:
Lake Toxaway, NC 28747
3f.
Telephone no.:
678-576-2273, POC Cliff Waddington
3g.
Fax no.:
3h.
Email address:
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Terry Allen, PE
5b.
Business name
(if applicable):
T.E. ALLEN ENGINEERING, PC
5c.
Street address:
P.O. Box 103
5d.
City, state, zip:
Rosman, NC 28772
5e.
Telephone no.:
828-877-4883
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 13
PCN Form — Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
8522-12-8791-000
1 b.
Site coordinates (in decimal degrees):
Latitude: N: 522388, E: 821260
Lat: 35°07' 15.7" Longitude: - Lng:-82°56'
34.9
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
0.53137531 (from Transylvania County GIS) acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Lake Toxaway
2b.
Water Quality Classification of nearest receiving water:
B, Trout
2c.
River basin:
Savannah
Page 3 of 13
PCN Form — Version 1.3 December 10, 2008 Version

3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
This home site located in Toxaway Estates, a private residential development in western Transylvania County, NC. The
lot borders Lake Toxaway which has a classification of B: Trout. The general land use is residential. There is an existing
seawall (Bulkhead) along the shoreline. A portion of the existing seawall will be removed as necessary to install the new
boathouse foundation.
3b.
List the total estimated acreage of all existing wetlands on the property:
none
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
none
3d.
Explain the purpose of the proposed project:
Construct new 24"x24' Boathouse Foundation. A variance may be reqiured from the local LTCA for a side yard setback
since the old (existing Boathouse) does not meet the current setback rules. Remove existing seawall as necessary to
install new Boathouse Foundation. New work to be in accordance with Sheets C1 through C10.
The boathouse foundation work will be performed "IN THE DRY" using a coffer dam to create a dry work area, or may be
performed "IN THE DRY" during the up coming Lake Draw Down.
Where the work is performed during the upcoming Lake draw-down, temporary Silt Fence and Stone Check Dams shall
be used for erosion control around the work area. All temporary Erosion Control Measures shall be in accordance with
the latest edition of the NC EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL. A minimum of
three (3) rows of temporary Silt Fence shall be provided to separate the work area from the dry Lake Bed. All temporary
Erosion Control Measures shall be removed prior to impoudment refill or at the conclusion of Boathouse Foundation work.
All Trout Buffer disturbance shall be repaired in accordance with the NCDEQ-DLR Trout Buffer and Riparian Area
planting requirements.
See attached Sheet C3 for location of work.
Page 4 of 13
PCN Form — Version 1.3 December 10, 2008 Version

3e.
Describe the overall project in detail, including the type of equipment to be used:
New Boathouse Foundation (48 LF of permanent impacts).
Permanent Fill is (48 FT x 14 SF = 672 CF = 24.88 CY)
BOATHOUSE FOUNDATION. The Boathouse Foundation work shall be performed "IN THE DRY" using a coffer dam to
create a dry work area. Three (3) rows of Turbitidy Curtains shall be used in addition to the Coffer Dam. To comply with
Water Quality requirements, the work will be performed in the dry. Where a coffer dam is used, the work area will be
dewatered by pumping. All dewatering discharge shall have a turbidity of not more than 10 NTUs above background or
as otherwise specified in DWQ's Turbidity Standards (15A NCAC 02B.0211(3.)(k.)). To satisfy the required turbidity limit,
the dewatering pump discharge shall be filtered through a Bag Filtration Unit equal to Model BF -400 from Rain -for -Rent
with a 100 to 1 micron nominal rating (P.O.C. at Rain -for -Rent is Jeremy at 704-393-3345). The turbidity level of all
discharge shall be monitored with calibrated turbidity meters and the filtration equipment shall be adjusted as necessary
to insure compliance with Water Quality Standards. The water around the dredging areas shall likewise be monitored
with calibrated turbidity meters and the turbidity curtains shall be adjusted as necessary to insure compliance with Water
Quality Standards.
Where the work is performed during the upcoming Lake draw -down, temporary Silt Fence and Stone Check Dams shall
be used for erosion control around the work area. All temporary Erosion Control Measures shall be in accordance with
the latest edition of the NC EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL.
Uncured concrete shall not be allowed to come into direct contact with surface waters. This will be accomplished by
establishing a "dry work area" as described above. "High Early" cementious material shall be in the stone work to
minimize curing time.
Water Quality around the work areas shall be monitored with calibrated turbidity meters. The coffer dams and turbidity
curtains shall be adjusted as necessary to insure compliance with Water Quality Standards. Furnish and install multiple
layers of turbidity curtains as necessary to insure regulatory compliance.
Permanent Fill (i.e., Boathouse Foundation) shall not exceed 25 cubic yards meeting the following requirements;
(a) The quantity of discharged material and the volume of area excavated do not exceed 25 cubic yards below the plane
of the ordinary high water mark or the high tide line;
(b) The discharge will not cause the loss of more than 1/10 -acre of waters of the United States; and
(c) The discharge is not placed for the purpose of a stream diversion.
No disturbance within existing Vegetated Trout Buffer. Provide Turbidity Curtains around work area to maintian water
quality.
See attached Sheet C3 for location of work.
Water Quality around the work areas shall be monitored with calibrated turbidity meters. The coffer dams and turbidity
curtains shall be adjusted as necessary to insure compliance with Water Quality Standards.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑ Yes ® No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b.
If the Corps made the jurisdictional determination, what type
El Preliminary El Final
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 5 of 13
PCN Form —Version 1.3 December 10, 2008 Version

5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
® Yes ❑ No
6b.
If yes, explain.
TROUT BUFFER. All disturbance within the Trout Buffer shall be restored in accordance with the NCDEQ-DLR Trout
Buffer and Riparian Area planting requirements.
Page 6 of 13
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams - tributaries ❑ Buffers
® Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
❑ Yes
El Corps
W6 [J P ❑ T
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
❑ PER
❑ Corps
S5 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S6 ❑ P ❑ T
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 7 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
Temporary Coffer Dam for
01 []PET
Lake Toxaway
Boathouse Foundation 75 Linear
Lake
0.04 Acres
Ft (+/-)
02 [:]PET
Lake ToxawayTemporary
Turbidity Curtain to
Lake
0.04 Acres
Repair Seawall, 75 Linear Ft
Permanent Boathouse
03 ® P ❑ T
Lake Toxaway
Foundation (48 Linear Ft x 3 Ft
Lake
0.02 Acres
horizontal projection)
04 ❑P❑T
4f. Total open water impacts
0.10 Acres
4g. Comments: The demolition of the existing boathouse and dock will be performed while the lake is at normal pool
elevation. The construiction of the new Boathouse and Dock will be performed during the upcoming Lake Draw -down.
1.0 NEW BOATHOUSE FOUNDATION new presast concrete foundation to support new boathouse structure.
2.0 Boathouse demolition work will be accomplished "in the dry" by installing a temporary Coffer Dam around the proposed
work area. Three (3) rows of Turbidity Curtains shall be installed in addition to the Coffer Dam. The dewatering discharge will
be filtered to DWQ Water Quality Standards prior to release. Turbidity Curtains to remain in place untll work is complete and
the turbidity in the work area is less than 10 NTUs above background.
3.0 Where the work is performed during the upcoming Lake draw -down, temporary Silt Fence and Stone Check Dams shall
be used for erosion control around the work area. All temporary Erosion Control Measures shall be in accordance with the
latest edition of the NC EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL.
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
number
of pond
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 8 of 13
PCN Form —Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar -Pamlico ❑Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required.
B1 ®P❑T
EJ Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3❑P❑T
❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The work will be performed while the lake is at normal pool elevation.
1.0 Boathouse foundation work will be accomplished "in the dry" by installing a temporary Coffer Dam around the proposed
work area. The dewatering discharge will be filtered to DWQ Water Quality Standards prior to release.
2.0 Boathouse foundation work will be accomplished "in the dry" by installing a temporary Coffer Dam around the proposed
work area. Three (3) rows of Turbidity Curtains shall be installed in addition to the Coffer Dam. The dewatering discharge will
be filtered to DWQ Water Quality Standards prior to release. Turbidity Curtains to remain in place untll work is complete and
the turbidity in the work area is less than 10 NTUs above background.
3.0 Where the work is performed during the upcoming Lake draw -down, temporary Silt Fence and Stone Check Dams shall
be used for erosion control around the work area. All temporary Erosion Control Measures shall be in accordance with the
latest edition of the NC EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
To minimize disturbance during construction, the work will be accomplished with the smallest mechanical equipment
practicable.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
❑Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
Page 9 of 13
PCN Form — Version 1.3 December 10, 2008 Version

3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
S. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑ No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: Should project exceed 10% or 100' in 1000', a trout buffer waiver will be sought from NCDENR - Div of Land
Resources
Page 10 of 13
PCN Form — Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 11 of 13
PCN Form —Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
® No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N.A.
Page 12 of 13
PCN Form — Version 1.3 December 10, 2008 Version

6. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected
Yes No
species or habitat?
5b. Have you checked with the USFWS concerning Endangered
Yes No
Species Act impacts?
Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or
Designated Critical Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential
Yes No
fish habitat?
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or
tribal governments have designated as having historic or cultural
Yes No
preservation status (e.g., National Historic Trust designation or
properties significant in North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological
resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
EDWIN S. MULLETT
CAROL W. MULLETT
ID�3 �g
Dae /
Applicant/Age 's Signature
Applicant/Agent's Printed Name
(Agents signature is valid only if an authorization letter from the
applicant is provided.)
Page 13 of 13
PCN Form — Version 1.3 December 10, 2008 Version

RDEMOWE o REPLACE OMHOUSE o DOCK M MULLEur REMBENC E
181 S. East Shore Dr., Lake Toxaway, NC
1.0 This Project is to remove the existing Boathouse
foundation and a portion of the existing seawall as necessary
to construct the new Boathouse as described herein. The
new Boathouse Foundation shall reinforced concrete.
Comply with the latest edition of the Lake Toxaway
Community Association Architectural Review Standards. The
existing property lines and the Side Yard Setback shall be
located, marked and flagged by a Professional Land Surveyor
prior to beginning work. Verify actual setback requirement
with the most current Lake Toxaway Community Association
Architectural Review Standards.
2.0 As a result of the site investigation, a number of
observations have been made and recommendations provided.
It should be noted that the observations and conclusions
stated herein are based on information available as of this
writing. It is conceivable that additional information may be
forthcoming which bears on these observations, conclusions
and the overall design. The right is reserved, therefore, to
review and modify all observations, conclusions, and design
features at any future point in time should, in fact, additional
information become available. The comments,
recommendations, and design features provided herein are
applicable only to the new Boathouse.
3.0 All work shall be in accordance with North Carolina
State Residential Building Code, OSHA Safety and Health
Requirements, US Army Corps of Engineers 404 permit
requirements, NCDENR Division of Water Quality 401 permit
requirements, NC Sedimentation Pollution Control Act, and all
other applicable codes, ordinances, and regulations. The
Contractor shall coordinate all work with the Lake Toxaway
Operations Manager, 16801 Rosman Hwy, Lake Toxaway, NC
28747.
4.0 PERMITS. The Owner and/or Contractor shall obtain all
required permits, rights -of -entry & authorization Lake
Toxaway Community Association prior to beginning work.
Locate, flag and protect all underground utilities. Do not
locate any portion of the work within and easement,
set -back, or R/W.
5.0 The Contractor shall exercise care to preserve the
natural landscape and waterways and shall conduct the work
so as to prevent any unnecessary destruction, scaring, or
defacing of the natural surroundings in the vicinity of the
work. All unnecessary destruction, scarring, damage or
defacing of the natural landscape shall be corrected at the
contractor's expense.
6.0 All construction materials and debris shall be removed
from the site upon completion of the project and the area
shall be graded such that all surfaces drain naturally, blend
with the natural terrain, and are left in a condition that
facilitate sown ground covers and natural revegetation.
7.0 The Contractor's activities shall be performed by methods
that will prevent entrance, or accidental spillage, of solid
matter, contaminants, debris, or other pollutants and wastes
into streams, flowing or dry watercourses, lakes or
underground water sources.
8.0 Runoff and discharge shall be monitored to insure that
no sediment is discharged to the downstream watercourse.
9.0 TURBIDITY CONTROL. The Contractor shall not violated
water quality stream standards during the performance of this
work. The Turbidity Level in the lake waters shall not exceed
10 NTUs at any time during performance of this work
pursuant to 15A NCAC 02B.0211 (3)(k). The Contractor shall
employ any and all methods necessary to prevent a violation
of the Turbidity Standards. These measures include, but are
not limited to; turbidity curtains around the work, haybails,
silt fence, stone check dams, etc. Where turbidity curtain are
necessary, curtains shall remain in place until the turbidity in
the work areas return to original
background levels. © Copyright 2017 Terry
Allen PE, T.E. ALLEN
10.0 All other work that may be ENGINEERING PC, Terry
required, but not shown herein, shall E. Allen Engineer. All
be designed by the Contractor. By Rights Reserved
accepting this report, you and any Worldwide.
others to whom it is distributed,
agree to a strict limitation of liability
for Terry E. Allen PE, T.E. ALLEN
ENGINEERING, P.C., and its employees
to an amount not to exceed the fee
paid in hand. PRELIMINARY -NOT
FOR CONSTRUCTION
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GENERAL NOTES AND SPECIFICATIONS.
1.0 All work shall be in accordance with the latest edition of
the North Carolina Building Code, ACI 301 — Specifications for
Structural Concrete for Buildings, ACI 318 & 318R — Building
Code Requirements for Structural Concrete, ACI 548AR Guide
for Use of Polymers in Concrete, ACI 546R Concrete Repair
Guide, AISC Steel Construction Manual, OSHA Safety and
Health requirements, and all other applicable codes,
ordinances, and regulations.
2.0 Contractor shall field verify all dimensions and elevations
prior to beginning work or ordering materials. Do not perform
any work or disturbance within any set—back, easement,
right—of—way, floodway or flood fringe. Contractor shall
obtain all required permits prior to beginning work.
3.0 Contractor shall verify and establish all Finish Floor
Elevations (FFE) prior to beginning work. Do not locate any
part of the structure within any set—back, easement,
right—of—way, floodway or flood fringe, NCDENR regulated
set—back, trout stream buffer zone (or other buffer zone or
set back). Contractor shall obtain all required permits prior to
beginning work. Contractor shall locate all property
boundaries prior to beginning work. Contractor shall locate,
flag and protect all underground utilities prior to beginning
work.
4.0 Design criteria and assumptions:
Design Method = ASCE-7, Minimum Design Loads for Buildings
and other Structures
Soil Bearing Capacity = 2000 psf, assumed
Floor Live Load = 40 psf
Floor Dead Load = 15 psf
5.0 FOOTINGS. The bottom of footings shall be located
below the frost line. Footings shall be stepped where it is
necessary to change the elevation of the top surface of the
footings or where the slope of the bottom surface of the
footings will exceed 0.1 unit vertical in ten units horizontal
(1% slope). All individual pier footings shall be restrained
from sliding with anti—slide keys, helical piers, etc).
6.0 CONCRETE. Concrete shall have a minimum compressive
strength of 4000 psi at 28 days and shall have 5 to 7%
entrained air. Do not allow fresh concrete to contact Lake
Waters.
DO NOT SCALE DRAWING
7.0 REINFORCING STEEL. All reinforcing steel and anchor
dowels shall conform to ASTM A 615, Grade 60 and shall
have standard deformations. All footer reinforcing bars shall
have a minimum of 3" of concrete cover. All rebar lap
splices shall be 60 bar diameters unless otherwise noted. All
footer steel shall be bonded and grounded per the NEC.
6.0 WOOD FRAMING. All wood framing materials shall be #1
Southern Yellow Pine or better and shall be pressure treated.
All floor joists shall be attached to the girders and beams
with galvanized joist hangers.Provide triple (3) floor joists
beneath all parallel partition walls and beneath all bathroom
tubs.
8.0 STRUCTURAL STEEL: All steel shapes shall conform to
ASTM A-992-50. All steel plates & rods shall conform to
ASTM A36. All steel members except bolts shall receive one
shop coat of inhibitive primer and two field coats of paint,
color specified by Owner.
9.0 BOLTS: High strength bolts and their installation shall
conform to ASTM Specification A-325. Tightening of these
bolts is recommended by the turn—of—the—nut method per
AISC Specifications for Structural Joints.
10.0 MULTI—PLY WOOD BEAMS. All individual plys of multi—ply
beams must be fully adhered to insure uniform transfer of
load. Connect plys together with 5/8" dia gale bolts at 12"
o.c. staggered pattern. Do not locate bolts closer than
2-1/2" to the top or bottom edge of beam.
11.0 THE NEW CONSTRUCTION MAY BE
PERMORMED DURING THE UP COMING
LAKE DRAW DOWN PERIOD WHICH WILL
CREATE A DRY WORK SPACE FOR THE
CONSTRUCTION AREA. PROVIDE ALL
REQUIRED EROSION CONTROL
FEATURES PREVENT SEDIMENT FORM
ENTERING SURFACE WATERS. AT A
MINIMUM THESE FEATHERS SHALL
INCLUDE; THREE (3) ROWS OF SILT
FENCE, STONE CHECK DAMS,
TEMPORARY STONE CONSTRUCTION
ENTRANCE, SEDIMENT TRAPS, HAY
BAILS, ETC. ALL TEMPORARY EROSION
CONTROL MEASURES SHALL BE
REMOVED PRIOR TO LAKE REFILL.
© Copyright 2017 Terry
Allen PE, T.E. ALLEN
ENGINEERING PC, Terry
E. Allen Engineer. All
Rights Reserved
Worldwide.
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PRELIMINARY — NOT I C-2
FOR CONSTRUCTION J
SHEET 2 OF 10
E
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LAKE TOXAWAY
Approx. P/L
Normal Pool Elev. New Site Retaining Wall
(3010 +/—)with stone veneer shall
16' be in accordance with EXISTING RESIDENTIAL
1r 2 1 SSD'_ the Engineering Details DWELLING NOT SHOWN.
herein, 2018 NC HOUSE WAS BUILT IN
`6o Residential Code, and 1965 ACCORDING TO
Replace—_ I Article 5.10, 5.11, 5.12, COUNTY GIS PROPERTY
existing I i �° 5.13 of LTCA RECORDS.
Dock, I \", Architectural Review
Standards dated June
_ - I
0 2019.
Replace I I �(Dse
existing N ��� meting BpQtho� -
Boathouse , Iox- --
I I _
--- — -- ----
- ———APPr. P/Lto
--- — --- - Boathouse 11-8 Surveyorbe
24 to Existin Land
Setback f;eld locat New yBoathouse
a, be verified and Work. as existing Boathouse,
PTCA
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located in same footP Vr cticable.ariance 10
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V) required.
LAKE TOXAWAY
Q * LTCA ARCHITECTURAL REVIEW STANDARDS, JUNE 2019
Normal Pool Elev. ARTICLE 5.9 Boathouses
(3010 +/—) ....There is one special exception to the prohibition of a boathouse
protruding into or over the lake that may be considered. Owners of
existing boathouses that a) are constructed on very steep lots and b)
constructed prior to 2010 and c) are too small to accommodate boats
SEE NOTE 13
NOTES
1.0 No portion of the new Boathouse,
including the roof overhang and footer
projections, shall extend across the adjacent
property line.
2.0 Maintain 50—Ft setback from Lake Water
to septic system. Contractor's Land Surveyor
shall field locate septic system and property
lines prior to beginning work.
DO NOT SCALE DRAWING
SHEET C-1
1 PARTIAL SITE PLAN for BOATHOUSE
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ALLEN ENGINEERING PC.
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Concrete Foundation Wall
E
New Site Retaining Wall with stone
Handrails andwith
Stucco finish per
^
veneer, located behind Dock, shall
Guardrails to be
LTCA Architectural
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be in accordance with the
designed by
requirements.
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Engineering Details herein, 2018 NC
Contractor per
U
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Code. Coordinate
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4 -Ft Clear
with Owner of style,
Architectural finish above
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between
type and finish.
top -of -Foundation shall
o o co -
June 2019. SEE DETAILS C-4,
Handrails
match existing House
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C-6, C-7, C-8, C-9 & C-10.
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materials shall be pressure
SUSPECT INSITU MATERIAL.
Where unsatisfactory
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All
and/or unstable insitu material
exists below the
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Water Immersion. wood
footer, excavate and remove unsatisfactory/unstable
©Copyright 2017 Terry
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framing located above
water level shall be
material down to the depth
(D) necessary to
Allen PE, T.E. ALLEN
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pressure treated for
ensure the footer bears on
satisfactory material
ENGINEERING PC, Terry
E. Allen Engineer. All
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outdoor ground contact.
material having a minimum
bearing capacity of
Rights Reserved
a
Piling installation and
2000 PSF. Line excavation
with a geotextile fabric
Worldwide.
embedment depth shall be
equal to Mirafi 50OX and backfill to the desired
Scw.:
per Code. subgrade elevation with #57 clean store. The
bridging depth is estimated
to be 12 -FT.
1ow
N_ oub:
10-01-2019
1 BOATHOUSE AND DOCK -
FRONT ELEVATION
PRELIMINARY - NOT
C-4 Not to ScaleFOR
CONSTRUCTION
C-4
DO NOT SCALE DRAWING I
sHLE'r a of to

16'-0"I --- Existing Seawall.
12'-0" 4'-1'-0"
New Dock shall New Site Retaining
be in accordance Wall shall be in
with the accordance with
Engineering DetailsI the Engineering
herein, SECTION mX m Details herein,
(9 R327 of 2018 NC ® 2018 NC
Residential Code, czil I I Residential Code,
and Article 5.10 Nl ° and Article 5.10,
N of LTCA DOCK T� 1 I61 5.1 1, 5.12, 5.13
Architectural �� o $ of LTCA
o Review Standards �, '"I Io Architectural
dated June 2019. Review Standards
® I I dated June 2019.
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Foundation
Retaining Wall
., shall be in
accordance with
Im the Engineering
a t° Details herein,
z I I IoI 2018 NC
BOATHOUSE I Residential
1 Code, and
D I °om Article 5.10,
m I rm 5.1 1, 5.12,
I 5.13 of LTCA
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Standards
Edc�tr-of-Footer dated June
TI- ��mm>@ I 2019.
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of LTCA Architectural Review Standards dated June 2019.
REMOVE & REPLACE BOATHOUSE Prepared for:
T.E. ALLEN ENGINEERING, PC Edwin S. & Carol W Mullett
I I MULLETT RESIDENCE FlRM j C-1997 Mr. Cliff Waddington
181 S East Shore Dr., B A L080 E SHORE DR PO BOX 103 181 S East Shore Dr.
YROSMAN, NORTH CAROLINA 28772 Lake Toxawa NC 28747
Lake Toxaway, Transylvania County, NC y
PIN: 8522-12-8791-000 [phone] 678-576-2273
MOBILE [phone] cliffwaddingtonl mail.cormail.cor
email : teallenengOcomporium.net

SPECIAL NOTE 1.
ADDITIONAL
STRUCTURE
REQUIRED TO
SUPPORT BOAT LIFT
AND BOAT. ALL
ADDITIONAL
STRUCTURE TO BE
DESIGNED BY THE
BOAT LIFT
MANUFACTURER.
2x12 PT ripped at Structural roof
diagonal and attacheddecking & sleeper
to top of each Joist.
Waterpr
with 3C
Floor Joists; 5.25"x14'' Level 1 Wol
)f Membrane
Year Warranty
Parallam
CONCRETE FOOTERI 1131
L
'2x12 PT Blocking
Guardrails per Code.
between Joists at L4x4xj" x 4"-Long—
New Dock in
II
I
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4 -Ft on center. Galy Steel Clip
accordance with
a
Angle with J" Galy
SECTION R327 of
3
Floor Joists; 5.25"x14" Level 1 Bolt each leg.
2018 NC Residential
z
Wolmonized Parallam (Pressure Typical each end of
Code, and Article
Teach
Treated) at 16" on center. Joist.
5.10 of LTCA
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Architectural Review
2" Thru Wall drain
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pipe at 8 -Ft on
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center.
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(2) 1.75"x24" PT
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Provide Foundation
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1 BOATHOUSE FOUNDATION
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Worldwide.
W
1 10-01-2019 1
PRELIMINARY — NOT II C-6
FOR CONSTRUCTION Jl
SHEET 6 OF 10

#4 Bars © —
12" 0. C.
each way,
compression
face steel
SITE
RETAINING
WALL BEHIND
THE BOAT
DOCK TO
HAVE STONE
VENEER. SE
SHEETS C-3
& C-4.
_
L
© Copyright 2017 Terry
Allen PE, T.E. ALLEN
ENGINEERING PC, Terry
E. Allen Engineer. All
Rights Reserved
Worldwide.
�_yy--i /_ REINFORCED CONCRETE FOUNDATION RETAINING WALL
2" CL
Vertical Wall Reinforcing, Tension Face, See Table W1
Horizontal Wall Reinforcing, Tension Face, See Table W1
Backfill wall w/ #57 clean washed stone. Stone fill to extend to
within 2—ft of grade. Top 2—ft of fill to be satisfactory top soil.
Provide Non—woven needle—punched geotextile fabric between stone
and soil backfill.
Vertical Dowel Bar, size and spacing to match Tension Face Vertical
Wall Bar, See Table W1. Lap Splice to be 60 bar diameters.
4" Dia HDPE perforated drain pipe, routed to daylight.
2" Dia Sch 40 PVC thru—wall drain pipe @ 5—ft on center. Cover
fill side of pipe with galvanized hardware cloth to prevent loss of
stone fill thru pipe.
CONCRETE FOOTER
All footers shall bear on satisfactory &stable
/- insitu material having a minimum bearing
»►� capacity of 2000 PSF
A I I C
Anti—Slide Key required where footer bears on
soil. #5 Vertical Keyway Dowel Bar @ 12" O.C.
& #5 bottom bar continuous. Anti—Slide keyway
B may be omitted where footer is pinned to rock.
CONCRETE RETAINING WALL — MULLETT RESIDENCE
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PRELIMINARY — NOT j�
C-7
FOR CONSTRUCTION SHEET 6OF 10

at MULLETT RESIDENCE
1. All work shall be in accordance with the 2018 edition
of the North Carolina State Residential Building Code, ACI
301 - Specifications for Structural Concrete for Buildings,
ACI 318 - Building Code Requirements for Structural
Concrete, AC1 306 - Cold Weather Concreting and all
other applicable codes, ordinances, and regulations.
2. Assumptions:
Weight of assumed backfill = 115 pcf
Soil Bearing Capacity = 2000 psf
3. EXCAVATION, FILL AND BACKFILL FOR Retaining Walls
- Only satisfactory material shall be used for fill or
backfill behind retaining wall. Satisfactory material for fill
or backfill supporting building foundations and/or slabs
shall be limited to materials classified in ASTM D 2487 as
GW, GP, GP -GM, GW -GM, GC, GP -GC, SW, SP, SM,
SW -SM, SC, SW -SC, SP -SM, or SP -SC.
4.0 CAST -IN-PLACE CONCRETE - Concrete shall have a
28 day compressive strength of 4000 psi and shall have
5 to 7% entrained air. No water shall be added to fresh
concrete on site. A super -plasticizer add mixture,
specified by the concrete mix designer, may be added on
site to increase slump; directions shall be printed on
each trip ticket. All trip tickets shall be maintained by
the Contractor as part of the project record. NO WATER
SHALL BE ADDED TO THE FRESH CONCRETE ON SITE.
4.1 COLD WEATHER CONCRETE REQUIREMENTS - See ACI
306.
4.1.1 Adequate equipment shall be provided for heating
concrete materials and protecting concrete during freezing
or near -freezing weather.
4.1.2 All concrete materials and all reinforcement, forms,
fillers, and ground with which the concrete is to come
into contact shall be free from frost.
4.1.3 Frozen materials or materials containing ice shall
not be used.
4.1.4 The ambient temperature shall be 40 degrees F
and rising before concrete beginning concrete placement.
5. REINFORCING STEEL
5.1 Reinforcing steel shall conform to ASTM A615, grade
60 (fy=60,000 psi) and shall have standard deformations.
All lap splices shall be 60 bar diameters unless otherwise
noted.
5.2 All reinforcing steel shall be accurately and securely
tied and anchored in place to prevent dislocation during
the placement operation.
5.3 Provide corner bars, 48 bar diameters x 48 bar
diameters, at each continuous footing and foundation wall
corner.
5.4 Provide 2" clearance for all wall steel. All footer
reinforcing bars shall have a minimum of 3" of concrete
cover.
5.5 Size & spacing of Vertical Hook Dowels shall match
the Vertical Wall Steel.
6.0 CONTROL JOINTS - Provide control joists in retaining
wall at intervals not exceeding 20 feet.
7.0. STEEL HARDWARE - Steel connectors on exterior
applications shall be hot dipped galvanized or stainless
steel. Steel connectors on interior applications shall be
primed or power coated.
8.0 FOOTERS - All footers shall bear on satisfactory
insitu material. No portions of the foundation shall bear
of fill dirt or fill soil. Contractor shall verify that the site
has stable geotechnical conditions. Top of footings shall
be located below the frost line. Footings shall be
stepped where it is necessary to change the elevation of
the top surface of the footings or where the slope of the
bottom surface of the footings will exceed 0.1 unit
vertical in ten units horizontal (1% slope).
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ALLEN ENGINEERING PC, Terry E. Allen PRELIMINARY - NOT C-9
Enaineer. All Riqhts Reserved Worldwide. FOR CONSTRUCTION J k, SHLer 9 of 10

M07ES o SPEC fflCAVffl8 hof CONCRE7E REUA NG MALL (CONTINUED)
9.0 Contractor shall verify and establish the wall
alignment and top—of—wall elevations prior to beginning
work. Do no locate any part of the structure within any
set—back, easement, right—of—way, floodway, flood fringe,
trout stream buffer zone (or other buffer zone or set
back). Contractor shall obtain all required permits prior
to beginning work. Contractor shall locate all property
boundaries prior to beginning work. Contractor shall
locate, flag and protect all underground utilities, including
the adjacent sewer line, prior to beginning work. DO NOT
LOCATE RETAINING WALL WITHIN THE ON—SITE WASTEWASTE
SETBACK.
10.0 SITE DRAINAGE — Provide ductile iron sleeves for
stromwater discharge pipes to pass through the concrete
retaining wall. All stormdrain pipes shall have a minimum
slope of 1%. The finish grade shall be sloped to drain
stormwater away from the structure. Do not disturb the
underground stormwater retention system or foundation
drainage & waterproofing system located adjacent to the
proposed retaining wall.
11.0 CONDITIONS FOR USE OF THIS PLAN — All portions
of the existing structure were designed by others. This
retaining wall detail is applicable for the Boathouse at the
SUBJECT Residence only. THESE DETAILS &
SPECIFICATIONS SHALL NOT BE USED ON ANY OTHER SITE
OR AT ANY OTHER LOCATIONS. By accepting this plan,
you and any others to whom it is distributed, agree to a
strict limitation of liability for Terry E. Allen PE, T.E.
ALLEN ENGINEERING, P.C., and its employees to an
amount not to exceed the fee paid in hand.
12.0 Coordinate all work and verify all dimensions for the
new (28'x30') Boathouse Structure with the Architectural
Plans by C. Allen Brown, Architect. Field verify all
dimensions with the Architectural Plans prior to ordering
materials or beginning work.
13.0 VARIANCE, SPECIAL AUTHORIZATION and 401 / 404
PERMITTING ARE REQUIRED. The proposed new Boathouse
is to extend 4—FT into Lake Toxaway and will be located
within the side yard setback and immediately adjacent to
the side property line. This is necessary to maintain a
50—FT setback from the existing on—site wastewater
system. Prior to beginning construction or ordering
materials, the Owner and/or the Contractor shall obtain c
Variance and Special Approval from the Lake Toxaway
Community Association and from the POA for the
Boathouse to extend beyond the shoreline into Lake
Toxaway, and for the Boathouse to be located within the
side yard setback. A Written
Authorization—for—Construction and a Release—of—Claims
shall also be obtained from the adjacent property Owners
prior to beginning work. The
Authorization—for—Construction and the Release—of—Claims
shall be prepared by an NC licensed Attorney experienced
in environmental and real estate law. A 401 Water
Quality Permit from the NCDEQ—DWR and 404 US Army
Corps of Engineers Permit are also required. No portion
of the new structure shall extend beyond any adjacent
property line.
© Copyright 2017 Terry
Allen PE, T.E. ALLEN
ENGINEERING PC, Terry
E. Allen Engineer. All
Rights Reserved
Worldwide.
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