20170630 Ver 1_More Info Received - Email_20171020

Strickland, Bev
From: [e-mail]
Sent: Friday, October 20, 2017 10:28 AM
To: Mitchell, Robert K; [e-mail]; Leslie, Andrea J
Subject: [External] 401/404 for Medinger Boathouse Foundation, Lake Toxaway, Transylvania
County, NC
Attachments: Cla.pdf, C2a.pdf, C3a.pdf, C4a.pdf, C5a.pdf, C6a.pdf, C7a.pdf, C8a.pdf, C9a.pdf, PCN
Form - Medinger Boathouse REV l.doc
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you verify that the
attachment and content are safe. Send all suspicious email as an attachment to [e-mail].
-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Kevi n
Please find the attached revised plans for the Medinger Boathouse at Lake Toxaway, Transylvania County, NC. The
Boathouse location has been revised so the foundation does not extend beyond the shoreline into the waters of Lake
Toxaway.
I will forward you the PCN signature page signed by Mrs. Medinger as soon as I receive it.
Please let me know if you need any additional information.
Thank you.
Terry Allen, PE, MSE
T.E. ALLEN ENGINEERING, PC
P.O. Box 103
Rosman, NC 28772
828-877-4883 Office
828-553-3004 Cell

0 W ATERQG
� r
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
1a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 3 & 18 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
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
1g.
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:
REMOVE & REPLACE BOATHOUSE at MEDINGER 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:
Leslie B. Medinger, Trustee
3b.
Deed Book and Page No.
Date: 01/2017 Book: 00790 Page: 0493
Plat Book: F16 Page: 876
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
163 Lake Point Drive ( Lot 27, Block B)
3e.
City, state, zip:
Lake Toxaway, NC 28747
3f.
Telephone no.:
704-668-1118
3g.
Fax no.:
912-398-9559
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):
PIN 8522-12-1739-000
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.12204 Longitude: - 82..94351
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
0.599 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
14'x18' Boathouse located on site, which is to be removed and replaced with a new 28'x30' Boathouse.
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:
The existing boathouse foundation is failing and the structure is unsafe to occupy. This project is to remove and replace
the existing boathouse structure and foundation.
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 WORK - REMOVE & REPLACE EXISTING BOATHOUSE - LOCAL VARIANCE REQUIRED;
This Project is to remove the existing 14'x18' Boathouse and replace with a new 28'x30' Boathouse as described herein.
The Foundation for the Boatslip portion of the new Boathouse shall reinforced concrete.. The Foundation for the Kayak
Storage portion of the new Boathouse shall be a cast -in-place concrete retaining wall. The work will also include a
12'x14' new wooden Dock. The Architectural features of the new Boathouse shall comply with the 2016 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.
Perform incidental excavation as necessary to install the new Boathouse Foundation. Work to be performed using hand
labor & small equipment.
All work shall be performed "IN -THE -DRY" . This will be accomplished by installing a temporary coffer dam around the
proposed work area, or by scheduling the work during a lake draw down. 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. 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 work areas shall likewise be monitored with calibrated turbidity meters and the turbidity curtains
shall be installed in addition to the coffer dam as needed to insure compliance with Water Quality Standards.
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.
DOCK PILINGS INSTALLED IN WATER - Pilings may be placed by auger, jetting or drop hammer. Pilings shall receive
a final set by drop hammer or other approved method, acceptable to the Building Inspector to ensure compaction of
material at end bearing. The tip -elevation for all pilings shall be field determined during installation. All pilings shall bear
on satisfactory insitu material having a minimum bearing capacity of 3000 PSF. The minimum embedment depth shall
not be less than 6 -Feet. The actual embedment depth shall be as required to insure pilings bear on satisfactory insitu
material having a minimum bearing capacity of 3000 PSF. All building materials shall be suitable of exterior use.
All Pilings for the Boat Dock that are to be located in -water shall be pressure treated for fresh water immersion.
The Boathouse Foundation Wall shall not extend beyond the existing shoreline into the waters for Lake Toxaway.
Page 5 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
El Yes ®No El Unknown
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary El Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or
State determinations and attach documentation.
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.
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
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
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
27 CY for Boathouse Foundation
01 ®P ❑ T
Lake Toxaway
Boathouse Footprint = 14'x30'
Lake
0.01 Acres
= 420 SF
02 ❑ P ®T
Lake Toxaway
Temporary Coffer Dam 45'x15'
0.02 Acre
= 675 SF
03 ❑ PEI T
04 ❑ PEI T
4f. Total open water impacts
0.03 Acres
4g. Comments:
Foundation work will be accomplished "in the dry" by installing a temporary coffer dam around the proposed work area.
Where coffer dams are used, the dewatering discharge will be filtered to DWQ Water Quality Standards prior to release.
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)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
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 ❑ 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
re wired?
B1 ®P❑T
F-1 Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P❑T
F-1 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.
All work shall be performed "IN -THE -DRY' . This will be accomplished by installing a temporary coffer dam around the
proposed work area, or by scheduling the work during the upcoming lake draw down.
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
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 9 of 13
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a 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?
[E] 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
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
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)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
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

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ® No
5b.
Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes ® No
5c.
If yes, indicate the USFWS Field Office you have contacted.
F-1 Raleigh
❑ 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 fish habitat?
❑ Yes ® No
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 preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ® No
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?
Leslie B. Medinger, Trustee
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 13 of 13
PCN Form - Version 1.3 December 10, 2008 Version

N° 0 0 0 - 00-0 O� CU N cD rt -p (D y, N (D � 0 '� '� CF N O N `< D S S� 0 N 0 Q
rt° A X O J (D 7 S -0 a 0 -0 A 0 0 <, a ,�+ ,•+ p u1 w O X, (D A O1 (D (D r+ p C O
I p a c �� ((D c C.c -0 CD c:(D s� zr(D a� 0 �
o cop m m v° ° (D (D D o m =r ° Oc_< D o� Nrn ° �m o o 0� o -i
Ap wpm aAp mom- ����prn °� �p�aA°p*mac°cnrtS
° °o--°0G(D mrn D -rn°= O`D c°n pcn ° Qv�
'< p 0 � (n� ° 0 0 � a� o ao � �� v0 ° nc m �� ��° �c �
Q �n0� �rtrtrt�-0 Q LO rn op°pornaQ on
° 0 amu, p w cn �, m ° �p �.:3 cn -� a� p � c rtp
° p p S 0' rt (D 7 0 a a (D r r U1 7 0
p — S 0 a (n O �7 0 S O p (p � 0--(D' �.
_
--0 Z Z C Q' p p A �< a A p O p (D 7 0 Q p 0
\Q a� onto-� o �n ° p 0 Q rn rn �° M 5.° c� �1° p ,°,
7 r -r A A p p `< S p rt (D Q (n 0 O
Q 0`<� rn c� °o Q rn ZDW_ �° rn c ° vrn, �� �° a— oro o p (D co ° rn-0 W.
rt0
0aprt ' °OAp+'fl(pD o rtcn0 <7-mSjA_(D ofi ooav�3 E: (D a< nX-3T
° om p A0-� prn(�D
• irn(A0n ' o
0 3 _ (D ( (D 3-SIn 7 OOa p.00 a 0
m O Q(D 0 0-0 -00
pAOao A�a O<0 �0
o oa�D0Or -�(D <
° Z3 0 s(D 0 o
°0°`n ° 0 o 3�(D (o p � c rt<� O ° O 0 o
°° En
o ���`o <o p Z' -i
D o
O(rt(°a=S Srtcn 0 rt3- n 0X 0 (D
S �0° � D � 0n�A N p OO
-0 = w (D Q -• (n X
jfi--5'00 D p
O (D fin SNp ry X 0 CL fi0
n XD0° a crn7�C(D
a CD 0
Qnp D S(n °(Drt O -A w p CD( ? ��o Cno�-Aosa(<°Dp1 �S�(
Q0 0 -
c c ooz (D. �m°
°-LQ N O O p - N O a(D p a= paa p O N0
a (n 3 0 pC(D n cn n O
p j S °(D mO n S 0
0amcn ° ° PD ° oca 6�p mj ai N
p(77 Qr° ° Q 3 nO0 0 Drt a- C0 0 p
D Z3 a O p �n
---1 p N�rt
p .p O O-0WZS 0rtO
.
O�OlrNIWI�WlQW-� -rrr1
--1I
O- n ^�u�ODuoou
° n0 ° (D a`nrt�`<��Q 0- (1) U) irnai o
p ° 0 0 (n 0- U) 0 o p (D 0 0 cn
O _ °
°
O �
rt �`0< s. v�n°O°o-0`O co m(n oo cfl 53 -SJ p S u_S) rt0=) A a *o a°cti' `(p<n°C
cO°ppn
°° Z O(D O Drt _ 3 cc O °O aO
-1A-0 �O O 0 O p 0 O
X- a 33
N D O Oto * ON= C D A A
"0 :3 3(D (n (D w rtw n cc,M —D S
M Dm Wmo_ ° 0O(D ° 0-0 0 D(0 o O O,� o 0.,Q- =>
Lc
CD
p S O � O O p p A j O Zm° (D CTO w a prta0rta <S N 7 (n S tS 0 a OO� (D S7 S< AD�O cr (D < (n 7 (n 0 w i 0 3 5 0 c c X 0 N 0 0
7= rt• 3 7( 2 m aD< a 10 0 -0
A ° v
C p a0 (D N —7 0 7 (D Ap �rt p ( O
-O A z a O (n - 0 art: O fip°Om� =Azr0 mO co w � ai°
�� Q fi Sarn ° oo mo o� 3 UacQ
5ao rQ-o a
c° a°�
a 6<p0fi0rt0 w Q N - �
o
C
01
�O�a(D W t3 Ortm rtA
X° w 0 00 D p • n � Dao_p .p �� � 0,a0 0p -(Dnn�o � v�m0 D o a0 Szp cnaa' 7 (D(D 9000-0—cmnQ0 p< w S (nCA '0 a0 LO
�aaAco co Q 0 D 0m ZTcDCDN p � ° fip A
ZY�vv n
'
o
° nJ
C (D p S -I I— W "0 p lA 6�,rtC pSrt
17 m m D O p A:� O p o (I) w CD (D 0 0� 0 l p o- o w cD corn _ o Sn?
x M 3 D O ID C7 r�r c CD tOn N ((n ° N p,= O (D 0 �' n A O 0-0 f
O- 0-(Dmrmilm; �a-1 Z' = o o F 0 �' rn ° rtp v m 5'(n a�
ZZ ch 7 -i cc (D rr 7c rt 1 _� ° p O a rt-.rta(D 0 fiA C
N D (D cp Z7 rt `G p_ p fi N 7' - p 0 Q p O l (D (p `G p rt (<D
a CD CD fV0 p A Q N p h O 0 °< n to �< O 0 3 N ° 0 0 7' rt
am D� �C'< <O �rt00 O� a� ?��(D3 p �p5
C r v Q rt 0- O' (D C CD `t O 3 p O rt ,� (D (D
�I Dnm� °0.°'+a x0� �fi °ar° rtSIrn fi wog
O z -(D Z cn p A p_ co � S cp rn a Q
zO p �0� �� ucDi a (D
$
s
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
163 Lake Point Drive
PO BOX 103
Savannah GA 31411
-
Lake Toaaway, Transylvania County
ROSMAN, NORTH CAROLINA 28772
912-398-9559
(828) 877-4e83
912-665-2250
North Carolina
MOBILE [phone]
[e-mail]
PIN: 8522-12-1739-000
email : tealleneng®comporium.net
BidStrong®aol.com

CD cn 0 rt rtrt0 SU) TI -TI tn0 0 -P' F =SSA p 2.-0 M C,4 O 2.Q-0 N O =0rt0w( — 0
r0r 0 0 0 0 (D (D p o 0 0 (D O Q O (D (Dfi tQ 0 A O tQ 0 �' O a (D C O a p ITI
04 A o -a(n o stn ctQ �� o o a ac z
=tn O ° p tQtQ cn TI oruo0 D o°° Q I o rt n :' 1 F rtn o SCD cn CD rto D
QMc
Sz Q p cn to o sO co �'0 a�.� 0 rt� Q �0 0 A Do CD rt r
o n `tD.� 0'< m 0 Q 0 o n rn .._ I S° = 1 tTrt m rn -0-0 0
Q m to =� rt�� arto NS ° cn rt Q^Q Q o� �n� n nn0 Z
m (D�a00 0on-1a A o00O0`<°�rt ��<a�� 0ON000Q� O
0O' '+ D n (D ZT Zr da� n fi rtO� �rt fi �.��mi� �'�.Q 0.� a� (D`< �.S N
S (D rt II 0 0 (D 0
0 n p 0• CD CD Z) 0• 11 11 0 C Q C7 rt 00 rA•.-o 3 a 0 S (D 0 N� rt p � D
v o a p rtn m D o' _ ac a0 tp nm z
�. n r. < 0 (DN N p��G Q C S? o N 0 0 7 0 C a o �• prt W N 0
o 0 N° �U, silts �'-0 II m a atn o to 3 `< rt< �'< 0- o° fi= a N
rt
° a° corn°o� t°nN I1 ��ha�°moo �• rto °a �QOnhW�.O m
:3 -0 Q _
_ to o cto a
00 to m -p -- * (D �. 0 0O to to 0 _ (D + < En Q , 0 C7
ao m < O <to o otn soo o °o °�' °o o 0 o 0 .1 , 3Oo n
I -cno o -0 a0ooNa1<=a a �� s D�cnas D
Q< oAo=°o c p c:77 co to( oZZ�Q �° Q rno O
rn Q =0 3 +' o p m= rt rt = c DC�DDA Z
(D 7 S ,� (� = A= tQ 1 Q tT tQ to ° Q n o n n N (n
a° 0 0 rt (D C N 0 o 0 a S N r+ a (1) A Crl Crl
rt S p) O 0 (D Q 77 N rt r+
0 S 0 CD ,O -r (OA N LO -0 ° : 0 n S 7 Ci (2D 7 D 0 � � (b � S
_ Q Ort (D S a Q = S D Q 0 7. 0 A 0 (/1 _ .Z7 - rt
m -° __ r o (D M0 O- tQ too rn D fs� 10
= C� tJ ° �a -1 ZQ 0 nD CD
Q C N 0 O M to 0 g Q to A C/)
<3 m tooc - a rt -0 (Do 0 00(1) op= Q
rtU) 0
rt u(D Q A ( CD S rtp atiG alD
0 (D
cn 0 D TO
CQ CD W0 ; N 0 o O c-0 O C
OQO O(D — Q (rtfiDN
Fzi
p_ rt = O O rt rt o p
�N (D atS� 'r(D � =.A 0 (D (D =fip < CD- C O rt
c -. Q �. (D °- (D Q -0 O — 0
cn a gQ rt- a tQ rt o Q fi Q c a° o
< sW rn o = 0 '
rn rn (o `< ° = mto 0 0
to o 3(n -1 --h
N o
I n Cr- Dn A ( A wp DDb toCTS D(no --hcozr zra
�Io D O O �0 O°Q O a 1 O /CNb (T —O = (0
O0 rt A (D (D (D
�° Oo (p CD O1Q 0 S
N r co w
-0 3 O ODD- �fl o m to Q � m
_ = O (n Q (n
to cr 0 r (DQW I < O(D 3 =sz
o ccn _ mo o rt��n Q o,- o 0 Q 5* ao mO
rt CD (D '� I� A o D (D Ort N -p N ,0+ = TI 3 �)
zTCD0 ° 3 N a D I C pacno>=rQc 0
rt�a rn o �2 =3
0-0
o` (n D Q o a7 Z
0 Q c 0 (D tQ �< (n r O S- — 0) G7
O rtr� : p 0 S O�N N D(n' �_ 'Z SO0 0
N otQ o t�rto S0
ZA D m Q 0 l+
O
M
O NcD n 0S
a S -a D xQ 0S O
0 n 0-0 OW
Drt p N D 3 Q s 3 S (D 0 (lD rt (D 0 p 0 O N
r o K A (D 0 D (A ° + 0 q � D
M 3= a(n C 0 7 Q �-0 _ S O 0 Q (D �
O -1 rt O a Q p (D a rt
A rn rt +0 Q c Drt (p rtp. —O ap a- DDm
D o D 1 ax m �� r+ �,o):.
Z 0 0 0-0 tQ (D
z CD 0 C �' O N 0 i1pS !n = (D rt !n 3 O 5 A Ort U) O
O (D CX) a ,+ CP a O rt S 0--, S S= C (D A
- (D < (A rt O Q S (D Q tQ a 0 0< G7 0
0.0 S co (D tQ
TI �OmmDO o°� c: m�(D (D(°�-CD 0tQ 3 ao ma°
0x oca DZm C7 ° (�° �Q 1 �� °(nom (D 0 =CDrt
ca
-Ot
Aa)r Z -a -p p O S p
Amm; O _ Q Q - (A O
z ch c' rt�5.o ° m
Q
E c(=o (n� 0
D m =r 0 (0 m N oQo (Do X0n o (n (� 0 L = C-
C) lac s0 � O v a
D rt 0 Dmoo o o _(D
CD �I
- N zT
°D
nm_03N 3 3
QO (�
ZOrCD w Q OO �o O(D Q oQO p
CD Q
- N az#z D =
$
s
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
m
1F3 Lake Point Drive
PO BOX 103
Savannah GA 31411
N
-
Lake Toaaway, Transylvania County
ROSMAN, NORTH CAROLINA 28772
912-398-9559
[phone]
912-665-2250
North Carolina
MOBILE [phone]
[e-mail]
PIN: 8522-12-1739-000
email : tealleneng®comporium.net
BidStrong®aol.com

0
O
z
O
(n
C7
D
r
M
0
Z
C)
Z
oD
-0
\
rt
r«
ZJ
�
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
o
D
N
r
PO BOX 103
p
GO
Z
m
-
K X (D
o
o 3
� I
�
Z �
3�r.��.
O
� rt
CA
O
�
O
z
rt en
Q
[e-mail]
0
0
S
o
3 I
rr
c
rn
CD�o
c
3
p
O
p p :
cp
m
O
=
O
c
o 3
C
(D
N
0
M
OM
;a rn
r
n�
OZ
.Z7 �
C7 I
Oz
Z0
`i
o+
0
`< DSO (ACDfi
c��m3c�
rtr+7 r+W
rn
DrtDv�0
�e
water S CD c ! `D
e�aak o c N
Wim° CD 00
003 WCD
rn 0
U
Y
,114 0
Z
O
Oo M
0-0,1140'
+ O D
v LT1 D
(D
NOT TO
$
z
\\\l
� I
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
(D
r r rt
1F3 Lake Point Drive
PO BOX 103
Savannah GA 31411
Z
r
n
O N
ROSMAN, NORTH CAROLINA 28772
o
o 3
� I
�
Z �
7 r+
O
� rt
CA
O
�
O
0 r
p
[e-mail]
0
rr
Op
S
PIN: 8522-12-1739-000
O
n
rr
c
,fir
O
(D
p
cp
O
CD
O
0
7'
U
Y
,114 0
Z
O
Oo M
0-0,1140'
+ O D
v LT1 D
(D
NOT TO
$
s
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
1F3 Lake Point Drive
PO BOX 103
Savannah GA 31411
m
Lake Toaaway, Transylvania County
ROSMAN, NORTH CAROLINA 28772
912-398-9559
[phone]
912-665-2250
North Carolina
MOBILE [phone]
[e-mail]
PIN: 8522-12-1739-000
email : tealleneng®comporium.net
BidStrong®aol.com

0 3 3 0 O u (D m S (D (A
3 1 3 O
0 3 3 0� 7' = p"
a -0 O
0' 3 (D M0 Q Q_ N =r-6-1 -
p Q C 0'0 0 Q O
::E -2
Dr
�� < (7 D (n (n Z
p r+0
-'Q Q Q
0 3 o rn Q m
�p ficD
3 CD aQ
=0-0 p fiQ
•CDD °� o° �(D
m�
�c yho 0
Ei•rtc ( Q r° o Q_3
0
-,Q Q Q o m =3
'< "0
zi
�° Q.rn� o c<D Q m rn� a�
�7N
rn rn T� 00
Q 7
- �, (D ,� (D
0 Q Q j n
3 - rt p rt (D
O zr 0 O (D =
- O 0- Q_ p 7 O 0- 5.
p 0� �G iQ
Z
O fi (D Q
l�7 p rt CD
zT
'((DD < fi= rt3(D rt3
�(D <� O ��-0•
rt -00-0 rt(D (D 0 -fl-Q
[phone]
n -.0 Q
O 2•ip 1< ip _a (D (D (D �'
O �.cp Q D (D CD
Q 7''0 0,3 Q
a 0 0 O S
r
DNO
00
rt CD 0 CD
Q
Oip Q �'0 :3� �•� �, ��
w
o� Q c -ao
0
o'0 tea- � n ��
m
0 aQ, o CA
CD
a p= p
C
(D - 0
O O
p
rt 0 �1 (n 0 0
C
CD ort
(n Q Q
TI
_=
(n 7 �• 0
7
rt
0 0 S 0 (D
�< Q
Z
D O CD rt
0
?l (D Z5�.
(11 to
(D
Q S
N
z (11
o 0
o =
V) O
0 C
Q (n
m M
O
C
P
26'-9�
20'-0•
— -Tdge--F F-o-ote�
F- -Edge--oT-Tooler
Edge=of—F44teL-
--I-------------
�I
N
,i
t.------------------
Edge-of-Footer
- --Edge-of-Footer
New Boathouse
II
Edge -of -Footer
I I 29_6. I
L
Edae-of-Footer
-0 Q MUc/)-Un(n
O r+ p La, O_ip Q O
N
oQc'
�D
c) `Q 0 6 -
rQCD �o<or
— O
0 0- 0 0 0' Q Q m
(D r rt
.T. _ Q (D .--�
00 (D
aQ a\
Q Q
(n z Q
sZY o (D a
J
P
-rl (-) -
0 o fV
7 n
Q--% M
C) r 0
O(DQ
7 h
0
O
0
� O
Q
Q_
'11Q p
-a- O D (n p �° o co �a 0 0 2� Q o 0 0 0 0 0
(D v, —`n =r- v E. �'Qh� o X m 0Qm
m -O c � O �c a0 � (D U) �rt .p'
Q6�•�3 Q -((nn rn 3 5'�� o o (n (D (Drt `< cn 3`Q m
O p p rtrt0 �fi m'0- �° 5- (D p o
O 0 a 0 0 zr l0 . ,+ O X O Q C O Q(0 Q O Q
��D3-00— - 0a o Manz �'(c'Drn =r �D�o
8-3 UO 0 m ° rt- (o Q_ ao 0 7. v, aoo 0�n'�
3� om zr o0'0o'0 0oQ3m
rto Q n 0 0-O 0 0 3 5 c,4 5: o Q o �n
5.0-0S0 ,�,�rn ~,s �� oo (nom rt�T O n ca
Q
oQ QQ
CD x- Q(n mp�.oOpC rt
p m Q_ 7�� (D Q N co zr
< 0 O (D
Q (D a
$
s
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
m
1F3 Lake Point Drive
PO BOX 103
Savannah GA 31411
P
-
Lake Toaaway, Transylvania County
ROSMAN, NORTH CAROLINA 28772
912-398-9559
[phone]
912-665-2250
North Carolina
MOBILE [phone]
[e-mail]
PIN: 8522-12-1739-000
email : tealleneng®comporium.net
BidStrong®aol.com

$
00
o 0 O p N(I)
x ,N+ Q (LTi o
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
p ip 7 Z
7 M (D 0 0
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
fia
0 to J O
rn
PO BOX 103
0- o 0 o
Lake 'Foaaway, Transylvania County
(D N
,e
p 0 (D o
I
(n (D (D a
[phone]
912-665-2250
I
fi
—ha�pco=
rt= p
0(D_�j ocao
MOBILE [phone]
[e-mail]
O fi
`< 0
(n `<
i -I O 7 p
p O Op =
email : tealleneng®comporium.net
a<
U (n 0 C (D
p + p 7
m Zr
noon
0vim
cD
O
Z cn
a (n
Wall Ht
Varies, 12 -Ft Max
j�mn�
CCTI)
JMC)
(n co
M
C) (n D
-------
--------
—Property Line—_ - —
------------
om0
1 .d L>
fi O D
n 00 0 r-
I
o
--j -4
I Z
0
O=
COR'�(nR'
;An
(n Z O
rrnn
12..
C
-,
a (n
o
..............
rn M fTl.0.01
Z TI
0 O
A
CONCRETE FND RETAINING WA L
M C
Z7 Z
�J D
48" + -
fTl >
Min Controlling
w O
Depth
0 Z
0
M
II
Z �
+
D
M r
o
r
o o
_
-
0
-
0
�'a
g
I
I
+$
0
n
i2.
" m
m
�
v
`
0
11
0
C)
D
r
M
v
D
Ef-
CONCRETE FID RETAINING WALL
z
C)
nI 00nN
I Zmom
-0
=
nON
p
NC N
() CO
O
3 O < fi
00 —4 >
Q(D
>
p
oo
O�
��
mZDOC)
(�
�nzfs�
UidN
_
°
v �
m _
a
s
. o' -h
(Drto
cn o
n�
a m z�°a�
E
1
I
y
o
o_o
c/)o
o
o- �c�D
(cn
x� mm-
chM
N
0)
o�n
pZD
�0 n
Za0
r ac
D
m
cn�
p-�((cnD
�
D
=nm
O
(D .OC
p @ pI
Q
0
=3 Z3
rt`p
0Z
n��
=� z�
Q
o
7 co O
Cert
(pDDmo
a
Z
_
(D
0)0
NOT TO SCAL
$
s
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
m
1F3 Lake Point Drive
PO BOX 103
Savannah GA 31411
Lake 'Foaaway, Transylvania County
ROSMAN, NORTH CAROLINA 28772
912-398-9559
[phone]
912-665-2250
North Carolina
MOBILE [phone]
[e-mail]
PIN: 8522-12-1739-000
email : tealleneng®comporium.net
BidStrong®aol.com

\�\\/�
CL \�/m\
f0DX-A
m= - g=
2 - zFn
E)\$S
299
7
` 0
n->
a
a
c
s
° 5
g
/�22
/\�
_�
3
�\
e§
Lam Toxaway,Transylvania County
%
/
27 g
�\$¥
a
2
/00
.eƒ
]
so @g &.mm
n
/\
e
e\®
e\
Be7eng0ad.mm
g2e
\
°�
ƒ\/ ƒ
%(D
\f
/�
/
G /«
--n0
eE_$
J
e
\_\
/
/
a o
/
cD
c
/&
/
2
_$
/
2
=r0
�/�
\\
o-
u-3 0
x
G
7
nae-
2J�\
2-e
/\
_
2
°0
5\
\22
E
E\
_=
/
&_
oo
_
»
/
\
Ew
J
\e
w
e
2
e
? \
"
§
3'
& )
T
3
(
D mke
D.
D.
e
=
0
£-
\
e>\0
'
g-
/
\J
±
_= J
] 0
/\
§\
/
*$
n
n c
/0
En
�\
-0\
0
o
e
2���
`e
22
~m
J
0
&
n o o
e
e
\1<
/
, c
x
g
0
z
\
>
\
0
f
>
E
.
:
!�|
REMOVE & REPLACE BOATHOUSE
�EDl9GER RESIDENCE
T.E. AL EN ENGINEERING, PC
Prepared for:
Mark& a+» U king r
2 smwld Drive
la,m
]
�
!Ga Lake Point Ohv
m e m
savannah GA 31411
.ROSMAN,
Lam Toxaway,Transylvania County
mm m@¥ 28772
$2-38-g5g
\-2250
North Carolina
-
j877-4883
o
so @g &.mm
PIN: 8522-12-1739-000
email, tealleneng0comporium.net
Be7eng0ad.mm

z n
o O
z
o C7
0 �
o m
m
D
z
z
G7
D
r
F-
m m
z
N
O
Z
SO
70
m
Z
TI
O
C7
Z
G7
I
m
Z
G7
m
ZJ
ZJ
m
Cn
0
m
Z
C�
m
NOT TO
$
s
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
163 Lake Point Drive
Savannah GA 31411
Lake Toaaway, Transylvania County
ROSMAN, NOM CAROLINA 28772
912-398-9559
D
D
912-665-2250
North Carolina
[e-mail]
r
r
CC)
N
PIN: 8522-12-1739-000
c0
00
�I
O
Cn
�
ID = 2
F—
m m
N
O
m
J
m
Cn
-
N m
I
i
m
�
O
D
O
.-. rD
P,
41
N
N
N
CO
OO
OO
CO
ri
m :
m
cD = c7
00
�
c
rn
cn_
-Pt
= O
_
rn
(D
O
N
Cnn
GJ
Z
O
m
(!)
Cf)
rn
rn
rn
m
m
cin
cin
41
41
O
Z
rn
rn
rn
o
0
0RO
cl)
TI
O
c
Cn
CT i
-Pt
-Pt
Cl
C
N
m
m
m m
fTl
I-
I-
I-
I
I
I
I-
I-
I-
C)
C7
00
N
-
WN
C)
00
N
c0
O�
I r- OO
�
z
O
z
Z
n70
O
m
CD
m
D
�J
rn
rn
rn
rn
rn
01C71
-P�
-
=
m
Z
m
®
©
®
@
@
®
@
D
O
-
O
N
N
N
N
N
N
n Z O
m O0
N
r N
O
Z
CD W m
co cn
D
0
0
0
0
0
0
0
0
c0
CO
J
J
v
m
U
Cn
O 00
C7
C7
C7
ZUkz4k
m
m
Zttk
m
Z*z
Cn
cn
Cn
z4k
Cn
Zk
Cn
O Z
Q
T1
O
m :�O
CJ .ZJ C
1
O CO L
f
Z7
0 � D
�)
Nr
m
0
`.
Z
m
O
rn
rn
rn
m
m
cin
cin
-P,41
O m
O
m
(0
(0
"o
N
mW
c/)
00
0
0
V
0
0
0
_
0
co
>�
n
m
n
n
n
n
n
n
n
omm
N
r
0
NOT TO
$
s
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
163 Lake Point Drive
Savannah GA 31411
Lake Toaaway, Transylvania County
ROSMAN, NOM CAROLINA 28772
912-398-9559
D
D
912-665-2250
North Carolina
[e-mail]
r
N
PIN: 8522-12-1739-000
c0
00
�I
O
Cn
�
ID = 2
M
=m
�
I
D
.-. rD
P,
41
N
N
N
CO
OO
OO
CO
--j
r
cD = c7
v m
c/)
c/)
m
Z
Cf)
rn
rn
rn
m
m
cin
cin
41
41
DC
rn
rn
rn
o
0
0RO
D
r
Z
0
0
0
0
0
0
0
0
O
N
:CJ
C)
C7
C)
C)
C7
c)
C7
C)
C)
0
m
O
z
Z
m
D
�J
rn
rn
rn
rn
rn
01C71
-P�
-
=
O
m
m
®
©
®
@
@
®
@
D
N
N
N
N
N
N
N
N
N
r N
O
Z
D
0
0
0
0
0
0
0
0
O
ND
C7
C7
C7
C7
C7
C7
C7
C7
C7
r
NOT TO
$
s
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
163 Lake Point Drive
Savannah GA 31411
Lake Toaaway, Transylvania County
ROSMAN, NOM CAROLINA 28772
912-398-9559
912-665-2250
North Carolina
[e-mail]
PIN: 8522-12-1739-000
BidStrong®aol.com

Q -P�
p 1—
Z3 -P�
o�
O 0 -P� CAS Cf)—(D 0 cn O UiN
+ - O L— O 1- S 3 Q fi'O o 00 '
O
(now o
r2 3
0-
p
Cf) ::�iN
0 CD
O 0DC'40
rt 0 0 O rt
a
+
�
o ((DD 7 0)
-
N
D O 0 (D (D 7 rt
°
"`�
I Q
0
Om
�.
(D Q D
-1 _
p'
�zT
(D
0 (D
0 Q (D
r-n�rty;�
n 0+ O (D V n
(n0 Q
0
= X
co 3D
1 (A I
0+
3
C
� D j (Da
r- oo h Q o �� N
�(D
�`< D
O c
Q
o (D0o(nz0
0
(n o
m N
Q a G
�_ rn 3-0
m� n �o ° o
r* -1 z3 I
NGS—=m
n
cn
3Q D
�'�
a -o
-o- 10 a
n D
(D a
�
0 N ° 0
D0 <� 3
Do Q Z
0-p —
O
0
aC7��;S3
0 CT
(n1
O 0 CD rt
3 C (D
m 7 rt� 0-0
D 0 CD (n � -. -. 0 I
m 0
Cn C) (D
a -0
O
Z
nco
p c 7
- (� n Q
(D Q 0
Q
I
(D �p
p
— 7 (D Q
° rt
—aCD
(D CD
Q (D
= o m m
I o
rt 0
m 0
rt
0
Q (D
W= p
O
fi
cn�
m �� c o °< D
D N
NG70 fi
n
Q o
c� a
o 0) 0 2•m
3
3Q zTa3
O =rt�� CD c n
-bn° ��°
D
II 0
000-0 (n
(l ° CD
z CD z
m O° cD
M
o 0 N Q
(D N
°
0* -D
7
p c�D z
N Q 0-
m
N
a
3� CD E
m=r0 0 --0 i 3�
�n��
2.
° W
O II
�� c a
c
°
77 x
"�
m
3 30 °
m =a r' 0 a- � ° m
-%
° n0 0
C/)
o �
? h� � � �
(D a iQ
.Z7 � 0 CD rt CD
U) C
Q Q
� U�
0 ZT (D -. 0
�• 3
p'
CT
m C) 0 O (n• 0 I
� I (n 7
rt—
w (D 3 Q N (D
Ln Q
5
— rn
cn Q
D O(D Q 3`Q N �O
�G7=0-
cn
-
(D —�
p
Z,+= p O
Q
O
�,
p 7 .+
nrtOnp'fi
0=
0
7 :3
Q (D n
NnQ,
0 N m
7 u,
0 0-
(D
o
G °
CD
fi �,
m m-1 p —a °
m n (D a 6 w
nN o
O
rtC O
(n �7
a0 D —�
0
rt
°
(U O cD
m CD 0- 0 0
l
a
0�
0-r h= N
N CD O
CD
as
f 0
Q N
m
D p
Z7
3 CD
tG
CD C rtcD Q:N
Z3
i°
ln•O
p�-Q�`< a�
a
Z fi D
���
K\
0 o Q
O
�° c 0'Q
0 cD
0�
A•
O
° 7•�
N ,x+ N (n
I NZ0 (D c a3�
(n00�
y,�'
0 � nN
(� (D
(D
�o
0 rt
a Q p
(n O a (D rt =
Q — tQ
Q
U1 7 W o (D
CD
3()
(n
O
3 (D°
CD
CD mea°(D °=r
N In
rQ
°°acaDa
CD m
Q
° o (D 53•
D0 a -1 Q o
oJo�
0�
o p
p 5, o
N70
LO
Z3 s
Q
Q
=
p
m O
D n
N p T— ((D Q o 5' 00
a rt a . b 3 Un
—
QO
00 N UJ
00 0- 1
Q C.,J
T CD UJ
0 D O7 (� (Ti
Ort—O -
m
fi rt�CDCD 0 rtfi0
CD -p O (D CP
3m—'
<
< 7•
�3
(D 0
°oma
Qr- n
Z°
_
(7 rt -0 0 = C
0 O rt -9
0 - n
N
O
0r
E
-p
(D
3 D
003p
a Q (° n N
I
CD
0(D D
m
(D
Z (5
'O
O
o 5 rn
rto m z
5'0
<
o
In <
a
(n z
D
Ca
Q
mgmM _
r
° (D
5
m
oCD Q'
�
(D
N
X30
.O
�n
oV
(D
=o�
0
-a CD
a Z(D
(D (,�
=. 0 0 a (n Z
'� rt �' '� 3 2.0 D
7 0 p 0
O (D CT � O Z ,Nr 7
cn 0
(D
0- Q
3 (DD
0- 7
N LO
Q p w
N D
n
rt ,-+ N 7 =
3 S Q 0
Q r0 -r (D D '� (D (a
rt° �0 (n (D
Q p
U
p �•
rt rt
N �
Z3
c�D
a
0 �'
° cD (D Q 0 OO
3 (D 0
(D-1 o m x
Q
Q Z)
0
,�
o
(D m
a (n
m
m
N �ouCDiv°,�oo D
l
Ortl (D <
<
�.u,
Q
°'v, Q
O
O
0 0 0 w ,� 0 7 p
a (D m 0
(D
c
CD (n
3 =
L m
rQr �.rtQ —ate Q
a fi Q0
Q p
C 000
+Q
Q 0
m m
(n
Q
a
3.
3
rt 0
�. 0° (n O S—
N
0 CD S
Q
Q
Q
00
D Cr
CD (D
0 N O
zT O (n CD (
0%Q 0
Q— Z3 O rt 0 00
c 0
Q
. a
N Q
_
O X 7 O
'O (D (D
3
7 p
3
0
C
V)
CD rt Q O
(D `° -° < p 0
v
' O O
O
fi
d
Q D
TI
(0-D 0
a rt 0 0 (D 0- 7
(ND
Q a c O.
(D
a (D
(n �
Q (n
0m
SS(D rt�0 (n
+° p —
cn (D
CA
rt(A
O�<
a �
70 r
O (p N Q 0 �< 0°
3-1 0 —
D
0 x
p
(p a
n�
o Z
�(n =0 S <n
C O (D p (n 0
(n 3
rt (D 5' Q
_
a 00
Q
a
N D
o °�
z
(T=
:3 < Z3 =r
WQx=
�o
Q
o�
�7
= 0 S= O
Op
Q- CDD (D
_ rt
7 rt
CD
O p
Q
n
Q
C
w (D 0
Q 0 Q Q
�
c
+ iQ
+ Q (n Q
0
(n D' 0
(D
fi
i
iQ (D
d
01-1
— r I
S
lD
Q
�<
(D N
Z O0
(D CD
TO
m
$
s
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
163 Lake Point Drive
Savannah GA 31411
c 0
_
Lake Toaaway, Transylvania County
ROSMAN, NORTH CAROUNA 28772
912-398-9559
912-665-2250
North Carolina
[e-mail]
PIN: 8522-12-1739-000
BidStrong®aol.com

a Dc`< 0cnK:- o a ac rtcn - (— wr-— U—U 0 g a O < (T-((SSO 5.00
r n• fmT1 d 0 O Q• p O� °° �_ o p B O O 0 fl o La p o O co fl p
c Z n D n 7 S O a `, 3° 7 3 D n CD a CD 0— T 3 O O r- -a O (n =�
�fT1 'n Dn�� m p a° o a �(n o — �mfl'��.7 — n o� o ao �a� p
o zrtn z -4X x.z �� G (D m m��n co o o �0 �� c aro rtn O
fiZo� �o(D n ,-� �° a °qo o ��+ tet° fi rn o � �cn o �.�
fi0 CD
fT1p' 0z�'. n m D n �° ah Z3° n m 0 n_cn
°;O= N N n- Lo Z D— p n D z N Z3 aa 0 0 6 0 O 0 O CD O
_ C
CD Z0 m=0 n N �� �� m Dp D �� p ��0 (D o� O 0 � (n Z
0 C7 CD _ m 0 0 O CDD 7, S r -r �, �• ,•-r S O O D
CD — D 0 O O (n (n G7 — 0 fi m I �_ (n CD - —
CD
am600r-° ° �0-, o m m D7 CD o fl o n O< o (D ° cD o 0 0
rt C7 — D Z< n N C =$ -I fi S "O I r (D rt 7= 7 tp' �G (D y, 0� r�-r 0
rt O (n S 3 -a— rt CD S CD —'0 O r
�' `< ��0 a m �, m (D c° a- (D �� n 0 Q 00 -0 0 � o °o °o m rto ° o (DD
N C)° Z W 0 N p ,Cn+ 7, a Ei ,� < _ In 0 a-1 O- 0 n 0 7 n. 0 Cn
CD �m�?o CD fiC m ° a z �0 Z O I < 0 �`n`< 0 0 3
-0 CD C 0 (D n- � � O C) (n �. -a cD O� 0� fi* O a a j to r 0 0 n
E
(n' N m CA = — C N (nn d = CS tQ 0 CCD fi O• CD o f O O —
a(D�< a`< 00 -,La (n O cn =(n to O m0 O =� � SO CD 3O
�'-Q QCD
O m , CD h CT (n -F = tn• 0 O (D 3 a 4 n � a
O Sar- CD SS(D 07 n0 C O �a "O n (D •O —O
S° D2m zD(D D a° O ° o - Z7 ° Q �' m a� -.c (D (D -1 CDLQm < o
Q O cD
-0--0 D( n pJ `� Z o ° O S (p O W (O rt N 0- n O v d (D to 0 (�D a 7
n
a0 a� ifs °n_o I a° o m ° �n m� � na o C �� 0(D (3D =�, o
_ _ o
O fmTl + S 3 D Q o r r a (D zT (D O� CD ° — (-D CD (D ° to (D Q 00 0 to
n _S 0 ((D — CD C d 0 n CD CD D T w -0 3 O (SD Q c 0 (D =r
CD f=T1 N fi a t a n cD �' S 00 cn O a `°zT _ fi 0
F90 � fi rrn � � 0 mO() a CD (n ti � � (n rr=O
Q a� O U a �. C-) �, a CD 7 7 O 0 S
O? N fi�� � fi5 - o Dza 5.0 =5 3m (T�
fi
fTl S O La
(n (D (D C (D Otn 0 (D �< S 0 rt
n (D m (D CD
a O_005'(n D-0 0 DO ��0 O g n m— am0
-°O r r Q (D ° 3 3 (DCD
p O p 0 (aD ° '� O 1 7 0
O 0 -1 (D N O N .< n .< cn n a(D D n N C7
—N �'m0 a O n a n hD rxrZ:0 (n `< O
� 3 m 0 0 0-° `� a °c 0 <o n 0 Danz ° noa
0cn cD� _ o fiacn n r'n Ln
+�' Dn v�
rrfin I I CD _I (D p� �A rT1 CTrtD
C (D �+ — -1 0 -.0 0 n -h � n �• ,�+ I (D r+ N M ' CD S
n 0 7 CT -,° O— C 7 n CD S to (D
fi O n a I (n 0 I O 7 n (n 3 (n (D I �u :3 s p
c 0 n -•n m a �mm -G aoZy
N m ha� o G 0� CD n 3° a_ pc7 p o
�o m co ��1 DWO vi acD �o� rn 0 �r- � (n O
n a o �Q a0 X00 0 °° o OD o� X-
—,rtZ Zfi C) '�+a CS=• -O T. O -1 r. C fiD (n
X N m '� (D O3 0 c O O A• CD ° l0 `< d (D � _ '� S °-
(D k� n S (n 7 7 n S _— (D S 0 � r -r r0'F
a° I° m rn an D76
Ocn � (TO rn N 0 C(D
a -.
C) x
S° .0 l ad a -a ° Sa�O o 3 O 4 O �G
rn n
own D3 0n rn(D 700-1o��x 0'<0ZZ �T!�0
0 m
-0 '� (D (D S O n 3 X. �• 7 (n N
mmDO a�.aDo �� o o �° n a� ao -o a3a
�m Q?D�� o ° 0ppm a 0 ° CD.3o p�(n 0 ° a o'(m (D
(D
r Z m �< `< CO 0 a rn i r+ 2. D
n (DD m rmn m (D O (D O C 7 n (D = O O 1< n to
O Z m m c= �� s na z C o x I +i� p i n r0+ I CD a pp n S�
z m ocn�-0o �< I � (D N0o O O—ten
ND z ry n 0m n OD +o (n,(Dn\ -1-0
Am CCD G�Do Om D �. I 0— S r 0 n co a
77 -< r v (D O� (D C7 n 7 r O a �< S ((D fi 0
C n r fi o n CO O o 0 �•
I I D Z N 0 `< CD lD (n � (DD O S 0 U LO a+
OZ m 0 a�
co co n O rn (D
Z 0
NOT TO
$
s
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
163 Lake Point Drive
Savannah GA 31411
CD
-
Lake Toaaway, Transylvania County
ROSMAN, NOM CAROUNA 28772
912-398-9559
912-665-2250
North Carolina
[e-mail]
PIN: 8522-12-1739-000
BidStrong®aol.com

0
O
z
O
(n
C7
D
r
M
0
Z
C)
Z
oD
-0
\
rt
r«
ZJ
�
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
o
D
N
r
PO BOX 103
p
GO
Z
m
-
K X (D
o
o 3
� I
�
Z �
3�r.��.
O
� rt
CA
O
�
O
z
rt en
Q
[e-mail]
0
0
S
o
3 I
rr
c
rn
CD�o
c
3
p
O
p p :
cp
m
O
=
O
c
o 3
C
(D
N
0
M
OM
;a rn
r
n�
OZ
.Z7 �
C7 I
Oz
Z0
`i
o+
0
`< DSO (ACDfi
c��m3c�
rtr+7 r+W
rn
DrtDv�0
�e
water S CD c ! `D
e�aak o c N
Wim° CD 00
003 WCD
rn 0
U
Y
,114 0
Z
O
Oo M
0-0,1140'
+ O D
v LT1 D
(D
NOT TO
$
z
\\\l
� I
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
(D
r r rt
1F3 Lake Point Drive
PO BOX 103
Savannah GA 31411
Z
r
n
O N
ROSMAN, NORTH CAROLINA 28772
o
o 3
� I
�
Z �
7 r+
O
� rt
CA
O
�
O
0 r
p
[e-mail]
0
rr
Op
S
PIN: 8522-12-1739-000
O
n
rr
c
,fir
O
(D
p
cp
O
CD
O
0
7'
U
Y
,114 0
Z
O
Oo M
0-0,1140'
+ O D
v LT1 D
(D
NOT TO
$
s
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
1F3 Lake Point Drive
PO BOX 103
Savannah GA 31411
m
Lake Toaaway, Transylvania County
ROSMAN, NORTH CAROLINA 28772
912-398-9559
[phone]
912-665-2250
North Carolina
MOBILE [phone]
[e-mail]
PIN: 8522-12-1739-000
email : tealleneng®comporium.net
BidStrong®aol.com

CD cn 0 rt rtrt0 SU) TI -TI tn0 0 -P' F =SSA p 2.-0 M C,4 O 2.Q-0 N O =0rt0w( — 0
r0r 0 0 0 0 (D (D p o 0 0 (D O Q O (D (Dfi tQ 0 A O tQ 0 �' O a (D C O a p ITI
04 A o -a(n o stn ctQ �� o o a ac z
=tn O ° p tQtQ cn TI oruo0 D o°° Q I o rt n :' 1 F rtn o SCD cn CD rto D
QMc
Sz Q p cn to o sO co �'0 a�.� 0 rt� Q �0 0 A Do CD rt r
o n `tD.� 0'< m 0 Q 0 o n rn .._ I S° = 1 tTrt m rn -0-0 0
Q m to =� rt�� arto NS ° cn rt Q^Q Q o� �n� n nn0 Z
m (D�a00 0on-1a A o00O0`<°�rt ��<a�� 0ON000Q� O
0O' '+ D n (D ZT Zr da� n fi rtO� �rt fi �.��mi� �'�.Q 0.� a� (D`< �.S N
S (D rt II 0 0 (D 0
0 n p 0• CD CD Z) 0• 11 11 0 C Q C7 rt 00 rA•.-o 3 a 0 S (D 0 N� rt p � D
v o a p rtn m D o' _ ac a0 tp nm z
�. n r. < 0 (DN N p��G Q C S? o N 0 0 7 0 C a o �• prt W N 0
o 0 N° �U, silts �'-0 II m a atn o to 3 `< rt< �'< 0- o° fi= a N
rt
° a° corn°o� t°nN I1 ��ha�°moo �• rto °a �QOnhW�.O m
:3 -0 Q _
_ to o cto a
00 to m -p -- * (D �. 0 0O to to 0 _ (D + < En Q , 0 C7
ao m < O <to o otn soo o °o °�' °o o 0 o 0 .1 , 3Oo n
I -cno o -0 a0ooNa1<=a a �� s D�cnas D
Q< oAo=°o c p c:77 co to( oZZ�Q �° Q rno O
rn Q =0 3 +' o p m= rt rt = c DC�DDA Z
(D 7 S ,� (� = A= tQ 1 Q tT tQ to ° Q n o n n N (n
a° 0 0 rt (D C N 0 o 0 a S N r+ a (1) A Crl Crl
rt S p) O 0 (D Q 77 N rt r+
0 S 0 CD ,O -r (OA N LO -0 ° : 0 n S 7 Ci (2D 7 D 0 � � (b � S
_ Q Ort (D S a Q = S D Q 0 7. 0 A 0 (/1 _ .Z7 - rt
m -° __ r o (D M0 O- tQ too rn D fs� 10
= C� tJ ° �a -1 ZQ 0 nD CD
Q C N 0 O M to 0 g Q to A C/)
<3 m tooc - a rt -0 (Do 0 00(1) op= Q
rtU) 0
rt u(D Q A ( CD S rtp atiG alD
0 (D
cn 0 D TO
CQ CD W0 ; N 0 o O c-0 O C
OQO O(D — Q (rtfiDN
Fzi
p_ rt = O O rt rt o p
�N (D atS� 'r(D � =.A 0 (D (D =fip < CD- C O rt
c -. Q �. (D °- (D Q -0 O — 0
cn a gQ rt- a tQ rt o Q fi Q c a° o
< sW rn o = 0 '
rn rn (o `< ° = mto 0 0
to o 3(n -1 --h
N o
I n Cr- Dn A ( A wp DDb toCTS D(no --hcozr zra
�Io D O O �0 O°Q O a 1 O /CNb (T —O = (0
O0 rt A (D (D (D
�° Oo (p CD O1Q 0 S
N r co w
-0 3 O ODD- �fl o m to Q � m
_ = O (n Q (n
to cr 0 r (DQW I < O(D 3 =sz
o ccn _ mo o rt��n Q o,- o 0 Q 5* ao mO
rt CD (D '� I� A o D (D Ort N -p N ,0+ = TI 3 �)
zTCD0 ° 3 N a D I C pacno>=rQc 0
rt�a rn o �2 =3
0-0
o` (n D Q o a7 Z
0 Q c 0 (D tQ �< (n r O S- — 0) G7
O rtr� : p 0 S O�N N D(n' �_ 'Z SO0 0
N otQ o t�rto S0
ZA D m Q 0 l+
O
M
O NcD n 0S
a S -a D xQ 0S O
0 n 0-0 OW
Drt p N D 3 Q s 3 S (D 0 (lD rt (D 0 p 0 O N
r o K A (D 0 D (A ° + 0 q � D
M 3= a(n C 0 7 Q �-0 _ S O 0 Q (D �
O -1 rt O a Q p (D a rt
A rn rt +0 Q c Drt (p rtp. —O ap a- DDm
D o D 1 ax m �� r+ �,o):.
Z 0 0 0-0 tQ (D
z CD 0 C �' O N 0 i1pS !n = (D rt !n 3 O 5 A Ort U) O
O (D CX) a ,+ CP a O rt S 0--, S S= C (D A
- (D < (A rt O Q S (D Q tQ a 0 0< G7 0
0.0 S co (D tQ
TI �OmmDO o°� c: m�(D (D(°�-CD 0tQ 3 ao ma°
0x oca DZm C7 ° (�° �Q 1 �� °(nom (D 0 =CDrt
ca
-Ot
Aa)r Z -a -p p O S p
Amm; O _ Q Q - (A O
z ch c' rt�5.o ° m
Q
E c(=o (n� 0
D m =r 0 (0 m N oQo (Do X0n o (n (� 0 L = C-
C) lac s0 � O v a
D rt 0 Dmoo o o _(D
CD �I
- N zT
°D
nm_03N 3 3
QO (�
ZOrCD w Q OO �o O(D Q oQO p
CD Q
- N az#z D =
$
s
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
m
1F3 Lake Point Drive
PO BOX 103
Savannah GA 31411
N
-
Lake Toaaway, Transylvania County
ROSMAN, NORTH CAROLINA 28772
912-398-9559
[phone]
912-665-2250
North Carolina
MOBILE [phone]
[e-mail]
PIN: 8522-12-1739-000
email : tealleneng®comporium.net
BidStrong®aol.com

N° 0 0 0 - 00-0 O� CU N cD rt -p (D y, N (D � 0 '� '� CF N O N `< D S S� 0 N 0 Q
rt° A X O J (D 7 S -0 a 0 -0 A 0 0 <, a ,�+ ,•+ p u1 w O X, (D A O1 (D (D r+ p C O
I p a c �� ((D c C.c -0 CD c:(D s� zr(D a� 0 �
o cop m m v° ° (D (D D o m =r ° Oc_< D o� Nrn ° �m o o 0� o -i
Ap wpm aAp mom- ����prn °� �p�aA°p*mac°cnrtS
° °o--°0G(D mrn D -rn°= O`D c°n pcn ° Qv�
'< p 0 � (n� ° 0 0 � a� o ao � �� v0 ° nc m �� ��° �c �
Q �n0� �rtrtrt�-0 Q LO rn op°pornaQ on
° 0 amu, p w cn �, m ° �p �.:3 cn -� a� p � c rtp
° p p S 0' rt (D 7 0 a a (D r r U1 7 0
p — S 0 a (n O �7 0 S O p (p � 0--(D' �.
_
--0 Z Z C Q' p p A �< a A p O p (D 7 0 Q p 0
\Q a� onto-� o �n ° p 0 Q rn rn �° M 5.° c� �1° p ,°,
7 r -r A A p p `< S p rt (D Q (n 0 O
Q 0`<� rn c� °o Q rn ZDW_ �° rn c ° vrn, �� �° a— oro o p (D co ° rn-0 W.
rt0
0aprt ' °OAp+'fl(pD o rtcn0 <7-mSjA_(D ofi ooav�3 E: (D a< nX-3T
° om p A0-� prn(�D
• irn(A0n ' o
0 3 _ (D ( (D 3-SIn 7 OOa p.00 a 0
m O Q(D 0 0-0 -00
pAOao A�a O<0 �0
o oa�D0Or -�(D <
° Z3 0 s(D 0 o
°0°`n ° 0 o 3�(D (o p � c rt<� O ° O 0 o
°° En
o ���`o <o p Z' -i
D o
O(rt(°a=S Srtcn 0 rt3- n 0X 0 (D
S �0° � D � 0n�A N p OO
-0 = w (D Q -• (n X
jfi--5'00 D p
O (D fin SNp ry X 0 CL fi0
n XD0° a crn7�C(D
a CD 0
Qnp D S(n °(Drt O -A w p CD( ? ��o Cno�-Aosa(<°Dp1 �S�(
Q0 0 -
c c ooz (D. �m°
°-LQ N O O p - N O a(D p a= paa p O N0
a (n 3 0 pC(D n cn n O
p j S °(D mO n S 0
0amcn ° ° PD ° oca 6�p mj ai N
p(77 Qr° ° Q 3 nO0 0 Drt a- C0 0 p
D Z3 a O p �n
---1 p N�rt
p .p O O-0WZS 0rtO
.
O�OlrNIWI�WlQW-� -rrr1
--1I
O- n ^�u�ODuoou
° n0 ° (D a`nrt�`<��Q 0- (1) U) irnai o
p ° 0 0 (n 0- U) 0 o p (D 0 0 cn
O _ °
°
O �
rt �`0< s. v�n°O°o-0`O co m(n oo cfl 53 -SJ p S u_S) rt0=) A a *o a°cti' `(p<n°C
cO°ppn
°° Z O(D O Drt _ 3 cc O °O aO
-1A-0 �O O 0 O p 0 O
X- a 33
N D O Oto * ON= C D A A
"0 :3 3(D (n (D w rtw n cc,M —D S
M Dm Wmo_ ° 0O(D ° 0-0 0 D(0 o O O,� o 0.,Q- =>
Lc
CD
p S O � O O p p A j O Zm° (D CTO w a prta0rta <S N 7 (n S tS 0 a OO� (D S7 S< AD�O cr (D < (n 7 (n 0 w i 0 3 5 0 c c X 0 N 0 0
7= rt• 3 7( 2 m aD< a 10 0 -0
A ° v
C p a0 (D N —7 0 7 (D Ap �rt p ( O
-O A z a O (n - 0 art: O fip°Om� =Azr0 mO co w � ai°
�� Q fi Sarn ° oo mo o� 3 UacQ
5ao rQ-o a
c° a°�
a 6<p0fi0rt0 w Q N - �
o
C
01
�O�a(D W t3 Ortm rtA
X° w 0 00 D p • n � Dao_p .p �� � 0,a0 0p -(Dnn�o � v�m0 D o a0 Szp cnaa' 7 (D(D 9000-0—cmnQ0 p< w S (nCA '0 a0 LO
�aaAco co Q 0 D 0m ZTcDCDN p � ° fip A
ZY�vv n
'
o
° nJ
C (D p S -I I— W "0 p lA 6�,rtC pSrt
17 m m D O p A:� O p o (I) w CD (D 0 0� 0 l p o- o w cD corn _ o Sn?
x M 3 D O ID C7 r�r c CD tOn N ((n ° N p,= O (D 0 �' n A O 0-0 f
O- 0-(Dmrmilm; �a-1 Z' = o o F 0 �' rn ° rtp v m 5'(n a�
ZZ ch 7 -i cc (D rr 7c rt 1 _� ° p O a rt-.rta(D 0 fiA C
N D (D cp Z7 rt `G p_ p fi N 7' - p 0 Q p O l (D (p `G p rt (<D
a CD CD fV0 p A Q N p h O 0 °< n to �< O 0 3 N ° 0 0 7' rt
am D� �C'< <O �rt00 O� a� ?��(D3 p �p5
C r v Q rt 0- O' (D C CD `t O 3 p O rt ,� (D (D
�I Dnm� °0.°'+a x0� �fi °ar° rtSIrn fi wog
O z -(D Z cn p A p_ co � S cp rn a Q
zO p �0� �� ucDi a (D
$
s
REMOVE & REPLACE BOATHOUSE
MEDINGER RESIDENCE
T.E. ALLEN ENGINEERING, PC
Prepared for:
Mark & Leslie Medinger
21 Seawatch Drive
FIRM I C-1997
163 Lake Point Drive
PO BOX 103
Savannah GA 31411
-
Lake Toaaway, Transylvania County
ROSMAN, NORTH CAROLINA 28772
912-398-9559
(828) 877-4e83
912-665-2250
North Carolina
MOBILE [phone]
[e-mail]
PIN: 8522-12-1739-000
email : tealleneng®comporium.net
BidStrong®aol.com

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ ®
impacts?
Yes No
F1 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 Habitatuirement Cor s Re
( p Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
❑
governments have designated as having historic or cultural preservation
Yes No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
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?
Leslie B. Medinger, Trustee
Applicant/Agent's Printed Name
Applicant/Agent's ignatufre
Date
(Agent's sign'oture
is valid only if an authorization letter from the applicant
1
11
isprovided.)
age 12 of 13
PCN Form — Version 1.3 December 10, 2008 Version

0 W ATERQG
� r
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
1a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 3 & 18 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
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
1g.
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:
REMOVE & REPLACE BOATHOUSE at MEDINGER 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:
Leslie B. Medinger, Trustee
3b.
Deed Book and Page No.
Date: 01/2017 Book: 00790 Page: 0493
Plat Book: F16 Page: 876
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
163 Lake Point Drive ( Lot 27, Block B)
3e.
City, state, zip:
Lake Toxaway, NC 28747
3f.
Telephone no.:
704-668-1118
3g.
Fax no.:
912-398-9559
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):
PIN 8522-12-1739-000
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.12204 Longitude: - 82..94351
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
0.599 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
14'x18' Boathouse located on site, which is to be removed and replaced with a new 28'x30' Boathouse.
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:
The existing boathouse foundation is failing and the structure is unsafe to occupy. This project is to remove and replace
the existing boathouse structure and foundation.
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 WORK - REMOVE & REPLACE EXISTING BOATHOUSE - LOCAL VARIANCE REQUIRED;
This Project is to remove the existing 14'x18' Boathouse and replace with a new 28'x30' Boathouse as described herein.
The Foundation for the Boatslip portion of the new Boathouse shall reinforced concrete.. The Foundation for the Kayak
Storage portion of the new Boathouse shall be a cast -in-place concrete retaining wall. The work will also include a
12'x14' new wooden Dock. The Architectural features of the new Boathouse shall comply with the 2016 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.
Perform incidental excavation as necessary to install the new Boathouse Foundation. Work to be performed using hand
labor & small equipment.
All work shall be performed "IN -THE -DRY" . This will be accomplished by installing a temporary coffer dam around the
proposed work area, or by scheduling the work during a lake draw down. 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. 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 work areas shall likewise be monitored with calibrated turbidity meters and the turbidity curtains
shall be installed in addition to the coffer dam as needed to insure compliance with Water Quality Standards.
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.
DOCK PILINGS INSTALLED IN WATER - Pilings may be placed by auger, jetting or drop hammer. Pilings shall receive
a final set by drop hammer or other approved method, acceptable to the Building Inspector to ensure compaction of
material at end bearing. The tip -elevation for all pilings shall be field determined during installation. All pilings shall bear
on satisfactory insitu material having a minimum bearing capacity of 3000 PSF. The minimum embedment depth shall
not be less than 6 -Feet. The actual embedment depth shall be as required to insure pilings bear on satisfactory insitu
material having a minimum bearing capacity of 3000 PSF. All building materials shall be suitable of exterior use.
All Pilings for the Boat Dock that are to be located in -water shall be pressure treated for fresh water immersion.
The Boathouse Foundation Wall shall not extend beyond the existing shoreline into the waters for Lake Toxaway.
Page 5 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
El Yes ®No El Unknown
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary El Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or
State determinations and attach documentation.
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.
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
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
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
27 CY for Boathouse Foundation
01 ®P ❑ T
Lake Toxaway
Boathouse Footprint = 14'x30'
Lake
0.01 Acres
= 420 SF
02 ❑ P ®T
Lake Toxaway
Temporary Coffer Dam 45'x15'
0.02 Acre
= 675 SF
03 ❑ PEI T
04 ❑ PEI T
4f. Total open water impacts
0.03 Acres
4g. Comments:
Foundation work will be accomplished "in the dry" by installing a temporary coffer dam around the proposed work area.
Where coffer dams are used, the dewatering discharge will be filtered to DWQ Water Quality Standards prior to release.
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)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
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 ❑ 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
re wired?
B1 ®P❑T
F-1 Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P❑T
F-1 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.
All work shall be performed "IN -THE -DRY' . This will be accomplished by installing a temporary coffer dam around the
proposed work area, or by scheduling the work during the upcoming lake draw down.
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
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 9 of 13
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a 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?
[E] 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
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
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)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
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

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ® No
5b.
Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes ® No
5c.
If yes, indicate the USFWS Field Office you have contacted.
F-1 Raleigh
❑ 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 fish habitat?
❑ Yes ® No
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 preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ® No
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?
Leslie B. Medinger, Trustee
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 13 of 13
PCN Form - Version 1.3 December 10, 2008 Version