20230341 Ver 1_ePCN Application_20230302

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process? *
Yes
No
Is this project a public transportation project?*
Yes No
Change only If needed.
Pre -Filing Meeting Date Request was submitted on:
2/7/2023
BIMS # Assigned * Version#*
20230341 1
Is a payment required for this project? *
No payment required
Fee received
Fee needed - send electronic notification
Select Project Reviewer*
Holley Snider:[e-mail]
Information for Initial Review
la. Name of project:
COURTESY COPY TIDES END, PHASE II
la. Who is the Primary Contact?*
BETTY BULLOCK
Reviewing Office*
Wilmington Regional Office - [phone]
1b. Primary Contact Email: * lc. Primary Contact Phone: *
[e-mail] [phone]
Date Submitted
3/2/2023
Nearest Body of Water
TURKEY CREEK
Basin
White Oak
Water Classification
SA;ORW
Site Coordinates
Latitude:
34.508893
A. Processing Information
Longitude:
-77.477046
Is this project connected with ARPA funding?
Yes No
County (or Counties) where the project is located:
Onslow
Is this a NCDMS Project
Yes No
Is this project a public transportation project?*
Yes No

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 29 - Residential Developments
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lh. Is the project located in any of NC's twenty coastal counties?
Yes No
li. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
ld. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project? *
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
BEAVER CREEK INVESTORS, INC
2b. Deed book and page no.:
2c. Contact Person:
BETTY BULLOCK
2d. Address
Street Address
405 JOHNSON BLVD
Address Line 2
City
JACKSONVILLE
Postal / Zip Code
28540
401 Water Quality Certification - Express
Riparian Buffer Authorization
Unknown
State / Province / Region
NC
Country
US
Yes No
Yes No

2e. Telephone Number:
[phone]
2f. Fax Number:
2g. Email Address:*
BETTYB@JLPNC COM
4. Agent/Consultant (if applicable)
4a. Name:
ATHAN PARKER, PE
4b. Business Name:
AMP'D ENGINEERING, PLLC
4c. Address
Street Address
8754 REED DRIVE
Address Line 2
SUITE 14
City
EMERALD ISLE
Postal / Zip Code
28594
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
State / Province / Region
NC
Country
US
4e. Fax Number:
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
TIDES END, PHASE II
lc. Nearest municipality / town:
HOLLY RIDGE
2. Project Identification
2a. Property Identification Number:
425702979811; 425702875799
2c. Project Address
Street Address
126 GUS HORNE RD
Address Line 2
City
HOLLY RIDGE
Postal / Zip Code
28445
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
TURKEY CREEK
3b. Water Resources Classification of nearest receiving water: *
SA;ORW
3c. What river basin(s) is your project located in?*
White Oak
3d. Please provide the 12-digit HUC in which the project is located.
030203020301
4. Project Description and History
2b. Property size:
137.808
State / Province / Region
NC
Country
US

4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
TIDES END, PHASE II IS A NEW CONSTRUCTION PROJECT FOR A RESIDENTIAL NEIGHBORHOOD. THIS PROJECT IS AN EXTENSION OF TIDES END, PHASE I THAT WAS
PERMITTED AND IS CURRENTLY BUILD OUT. TIDES END, PHASE II WILL CONSIST OF TWO STREAM CROSSINGS AND TWO WETLANDS CROSSINGS. THIS PROJECT IS
CURRENTLY UNDEVELOPED WOODLAND.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
11.69
4g. List the total estimated linear feet of all existing streams on the property:
2,959
4h. Explain the purpose of the proposed project: *
129 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION IS PROPOSED ON THE PROPERTY
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
THIS PROJECT AS PROPOSED INCLUDES 129 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION. AS PROPOSED, THE PROJECT WILL BE PERMITTED IN THREE PHASES OF
LAND DISTURBANCE. THE FIRST PHASE WILL CONSIST OF ONE STREAM AND ONE WETLAND CROSSING. THE SECOND PHASE WILL CONSIST OF ONE STREAM
CROSSING. THE FINAL PHASE WILL CONSIST OF ONE WETLAND CROSSING. THE EQUIPMENT THAT CAN BE EXPECTED TO BE USED TO CONSTRUCT THE
INFRASTRUCTURE OF THE PROJECT INCLUDE DOZERS, EXCAVATORS, PANS, MOTORGRADERS, ROLLERS, HIGHWAY CAPABLE DUMP TRUCKS, AND OTHER TRACTORS.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
Yes
No
Comments:
HAYWOOD PITTMAN, LSS PLANS TO SUBMIT THE WETLANDS AND STREAM JD AT THE SAME
TIME AS THIS APPLICATION.
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
6a. Is this a phased project? *
Yes O No
G Unknown
6b. If yes, explain.
THE PROJECT AS PROPOSED INCLUDES 129 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION WITH THREE PHASES OF LAND DISTURBANCE. PHASE ONE TO INCLUDE
ONE STREAM AND ONE WETLANDS CROSSING. PHASE TWO TO INCLUDE ONE STREAM CROSSING. PHASE THREE TO INCLUDE ONE WETLANDS CROSSING.
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands
Open Waters
2. Wetland Impacts
Streams -tributaries
Pond Construction
Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition *
(?)
2g. Impact
area*
IMPACT #1
CULVERT
P
Unknown
#1
Yes
Corps
0.204
(acres)
IMPACT #2
CULVERT
P
Unknown
#2
Yes
Corps
0.026
(acres)
IMPACT #3
CULVERT
P
Unknown
#3
Yes
Corps
0.075
(acres)

IMPACT #4
CULVERT
P
Unknown
#4
Yes
Corps
0.073
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.378
2i. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.378
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
IMPACT #1
Permanent
Culvert
ISSAC CREEK
Perennial
Corps
8
Average (feet)
156
(linear feet)
S2
IMPACT #3
Permanent
Culvert
TRIBUTARY OF ISSAC
CREEK
Perennial
Corps
5
Average (feet)
98
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
254
3i. Total stream and ditch impacts:
3j. Comments:
STREAM IMPACT #1 TOTALS 1,243 SF (.0285 AC)
STREAM IMPACT #3 TOTALS 480 SF (.0110 AC)
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
Neuse
Catawba
Goose Creek
Other WHITE OAK RIVER
3i. Total temporary stream impacts:
0
Tar -Pamlico
Randleman
Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
IMPACT #1
P
ISSAC CREEK
No
9,701
5,036
IMPACT #3
P
TRIBUTARY OF ISSAC CREEK
No
6,181
3,749
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
6i. Comments:
Zone 1
0.00
Zone 1
15,882.00
Zone 2
0.00
Zone 2
8,785.00
Zone 1 Zone 2
15,882.00 8,785.00
E. Impact Justification and Mitigation
O
1. Avoidance and Minimization

la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
LAYOUT SPECIFICALLY DESIGNED TO MINIMIZE THE IMPACTS OF THE STREAM AND WETLANDS WHILE MEETING NCDOT DESIGN
REQUIREMENTS. TO ACCESS A LARGE PORTION OF THE DEVELOPMENT TRACT, IT IS NOT FEASIBLE TO AVOID IMPACTS. PROPOSED
ROADSIDE DITCHES SHALL TERMINATE AND DIFFUSE FLOW PRIOR TO ENTERING THE RIPARIAN BUFFER AND WETLANDS. THE ONLY
SECTIONS OF BUFFER AND WETLANDS PROPOSED TO BE DISTURBED ARE THOSE NEEDED TO CONSTRUCT THE NCDOT TYPICAL
CROSS SECTION. HEADWALLS HAVE ALSO BEEN DESIGNED, WHERE PRACTICAL, TO LIMIT IMPACTS TO THE STREAMS, WETLANDS, AND
BUFFERS.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
THE EROSION CONTROL DESIGN HAS BEEN COMPILED SUCH THAT TEMPORARY SEDIMENT BASINS BE INSTALLED DIRECTLY UP -SLOPE
OF THE ROADSIDE DITCHES THAT DISCHARGE UP -SLOPE OF BUFFERS AND WETLANDS. SILT FENCE WILL ALSO BE UTILIZED TO
SURROUND ALL DISTURBED AREA AND STRAW WATTLES WILL BE UTILIZED WHERE NEEDED TO SLOW VELOCITIES AND REDUCE
SUSPENDED SOLIDS PRIOR TO ENTERING THE WETLANDS.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
If no, explain why:
PROJECT DOES NOT OCCUR INSIDE OF THE WATERSHEDS LISTED IN THE RULES
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality? *
Yes No
3b. If you answered "no," provide a short narrative description.
NO ADDITIONAL DEVELOPMENT IS PROPOSED BEYOND THIS PROJECT.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a
treatment plant, list the capacity available at that plant.
WASTEWATER TO BE INDIVIDUAL SEPTIC SYSTEMS PERMITTED UNDER THE ENGINEERED OPTION PERMIT ("EOP") THROUGH ONSLOW
COUNTY ENVIRONMENTAL HEALTH DEPARTMENT.

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.
Raleigh
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
https://www.fws. gov/office/easte rn-north-caro I i na/project-plan n i ng-and-consu ltation
- CONTACTED JOHN ELLIS WITH FWS AND HE DIRECTED US TO THE ABOVE WEBSITE
- CONTACTED THE EMAIL PROVIDED ON THE ABOVE WEBSITE ([e-mail]) WITH QUESTIONS ON 2/07/2023 AND NO REPLY WAS
GIVEN.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
Are there submerged aquatic vegetation (SAV) around the project vicinity?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
CONTACTED FRITZ ROHDE AT NOAA
252-838-0828
FRITZ [e-mail]
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Unknown
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? *
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? *
HTTP://G I S. N C DC R. GOV/H PO W E B/
SITE ID:ON0227
SITE NAME: HOUSE
ABOVE MENTIONED IS LOCATED ON THE PROPERTY
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? *
FEMA NATIONAL FLOOD HAZARD INTERACTIVE VIEWER
Miscellaneous O
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here 10 attach document
2023.03.01.PCN.TidesEndll.ImpactExhibit.pdf 13.83MB
File must be PDF or KMZ

Comments
Signature 0
"' By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
ATHAN PARKER
Signature
(Jr /()J`/Sze}1.�7tl
Date
3/2/2023

TURKEY POINT RD
LEGEND:
S PARKER RD
DEED BOOK D.B.
NOTES:
GUS HORNE RD
EXISTING EX
MAP BOOK M.B.
1.
ALL PERMITS MUST BE OBTAINED PRIOR TO DISTURBING WETLANDS.
PAGE P.G.
2.
INITIAL DISTURBANCE OF CROSSING TO BE LIMITED TO WHAT IS NECESSARY TO ALLOWING PASSAGE OF EQUIPMENT TO PREPARE FOR THE REMOVAL
TAR LANDING
RIP RAP APRON RRA
AND REPLACEMENT OF THE CROSSING.
RD
RIGHT OF WAY ROW
3.
ALL MATERIALS TO INCLUDE BUT NOT LIMITED TO EQUIPMENT, WATER, STORM DRAIN AND EROSION & SEDIMENT CONTROL MATERIALS OR DEVICES
TYPICAL TYP
SUFFICIENT TO SUBSTANTIALLY COMPLETE THE CONSTRUCTION AND STABILIZE THE CROSSING ARE STAGED OR STOCKPILED AT THE LOCATION PRIOR TO
BEGINNING CONSTRUCTION. THE CONTRACTOR SHOULD EXECUTE THE REPLACEMENT OF THE CROSSING WITH DUE CONSIDERATION OF INCLEMENT
HOLLY
PROJECT SITE
WETLANDS
WEATHER THAT POTENTIALLY AFFECT THE TIMELINE OF THE CROSSING .
RIDGE
4.
CLEARING LIMITS SHOULD BE ESTABLISHED PER THE APPROVED PLANS. THE CONTRACTOR SHOULD PREP THE CROSSING PER THE PLAN. ONLY AFTER
RD
PREPPING THE CROSSING THE CONTRACTOR SHALL CLEAR & GRUB TO PROVIDE SUFFICIENT AREA FOR PROPOSED CROSSING AS NEEDED. IMMEDIATELY
INSTALL SILT FENCE AS SHOWN. UPON GRADING THE SLOPES FOR THE CROSSING THE CONTRACTOR SHOULD LINE ALL SLOPES WITH EROSION CONTROL
MATTING & SEED PER THE SEEDING SCHEDULE. THE CONTRACTOR SHOULD NOT CLEAR OR DISTURB ANY UN -PERMITTED AREAS.
5.
THE CONTRACTOR, WHEN POSSIBLE, SHOULD PLAN ALL WORK IN & AROUND THE CROSSING DURING PERIODS OF DRY WEATHER. IF THIS IS NOT
POSSIBLE, THE CONTRACTOR SHALL IMPLEMENT A PUMP -AROUND PRACTICE WHERE SANDBAG DIKES ARE SITUATED AT THE UPSTREAM AND
SIMON LN
DOWNSTREAM ENDS OF THE WORK AREA, AND THE STREAM FLOW IS PUMPED AROUND THE WORK AREA. THE PUMP SHALL DISCHARGE ONTO A STABLE
VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS. WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE. THE
-'�
MEASURE SHOULD BE LOCATED SUCH THAT WATER DRAINS BACK INTO THE CHANNEL DOWNSTREAM OF THE SANDBAG DIKE.
6.
THE CONTRACTOR SHOULD MINIMIZE CONSTRUCTION TIME WORKING WITHIN THE CROSSING AREA TO THE MAXIMUM EXTENT POSSIBLE.
7.
ALL EXCAVATED SOILS SHOULD BE STOCKPILED SEPARATELY TO ALLOW FOR APPROPRIATE TOPSOIL MATERIAL TO BE PLACED BACK GIVING VEGETATION
VICINITY SKETCH
THE NECESSARY SOILS TO PROVIDE HEALTHY GROWTH.
NOT TO SCALE
8.
UPON COMPLETING THE CROSSING PIPE THE CONTRACTOR SHOULD THEN PROCEED TO FILLING & GRADING THE AREA TO MATCH THE PROPOSED
CONTOURS.
9.
SILT FENCE SHOULD BE MAINTAINED THROUGH OUT CONSTRUCTION AND BE PLACED AS SHOWN.
10.
ON DOWNSTREAM SIDE OF CROSSING, ONLY CLEAR WHAT IS NECESSARY TO INSTALL HEADWALL. RIP RAP APRON IS TO BE INSTALLED ALONG THE
STREAM BANKS ON NATURAL GROUND. DO NOT EXCAVATE VEGETATION FROM STREAM BANKS FOR RIP RAP INSTALLATION.
11.
SHOULD ANY AREAS OUTSIDE THE SHOWN IMPACT ZONE BE DISTURBED DURING THE REMOVAL AND REPLACEMENT OF THE CROSSING THE CONTRACTOR
IMPACT
SHOULD RE -GRADE THE SITE TO EXISTING CONDITIONS, SEED THE AREA WITH ANNUAL SEED, LINE WITH HIGH VELOCITY EXCELSIOR MATTING THEN
.#1:
STREAM
- 156 LF
STAKE WITH LIVE WILLOW STAKES 3' ON CENTER. THE US ARMY CORPS OF ENGINEERS (WILMINGTON OFFICE) SHALL ALSO BE NOTIFIED ALONG WITH A
WETLAND
- 8,908 SF
MAP AND SUMMARY OF CORRECTIVE ACTIONS TAKEN.
ZONE 1 BUFFER
- 9,701 SF
12.
SEE FULL CONSTRUCTION PLANS AND PERMITTING DOCUMENTS FOR ADDITIONAL DETAILS AND INFORMATION.
ZONE 2 BUFFER
- 5,036 SF
TOTAL BUFFER
- 14,737 SF (0.338 AC)
IMPACT .#2:
STREAM
- N/A
WETLAND
- 1,132 SF
ZONE 1 BUFFER
- N/A
ZONE 2 BUFFER
- N/A
TOTAL BUFFER
- N/A
IMPACT #3:
STREAM
- 98 LINEAR FEET
WETLAND
- 3,249 SF
ZONE 1 BUFFER
- 6,181 SF
ZONE 2 BUFFER
- 3,749 SF
TOTAL BUFFER
- 9,930 SF (0.228 AC)
IMPACT .#4:
STREAM
- N/A
WETLAND
- 3,195 SF
ZONE 1 BUFFER
- N/A
ZONE 2 BUFFER
- N/A
TOTAL BUFFER
- N/A
OVERALL SITE IMPACT TOTALS:
STREAM
- 254 LINEAR FEET
WETLAND
- 16,484 SF
ZONE 1 BUFFER
- 15,882 SF
ZONE 2 BUFFER
- 8,785 SF
TOTAL BUFFER
- 24,667 SF (0.566 AC)
1-1
\G�y C'RP�gpO� N\\PL ib VS�
N\LLP I RES
6
SPN�E BPS
lot0) �p NPP�
g3'15P�Sp�N'C\P\-
P 5A0 �p PP VSE
�
OFF S UBD
/="S 76 P,199
NTIAL USE
c�F gSNE\R''
Nag 2�a
�PMES 00 8 P
°MNEo �o
0 200 400
Feet
SCALE 1 "=200'
THIS PLAN IS THE PROPERTY OF AMP'D ENGINEERING, PLLC, AND
MAY NOT BE USED OR REPRODUCED WITHOUT THEIR PERMISSION.
DESIGNER ASSUMES NO LIABILITY FOR ANY CONSTRUCTION FROM
THIS PLAN. CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION. CAUTION MUST BE EXERCISED IN
MAKING ANY CHANGES IN THIS PLAN. ONLY QUALIFIED ENGINEER
SHOULD ATTEMPT MODIFICATIONS, AS EVEN MINOR CHANGES IN ONE
AREA OF THE HOUSE COULD LEAD TO MAJOR PROBLEMS IN
ANOTHER AREA.
TOPSAIL BLUFF SUBD.
OOMMON AR
M.8.74 P.25�
ZONED R 7
RESIIDDENTIAL USE
Poor
DN. cn=Nthan Par , PE, t-US, o 11"d ^ L _
Engineering, PLLC, t
mail=alhan. parker@ampiengineenn•j.
Dale: 202'.03.011G M l: o5'00' • "'}rG j1
0fjlll. 101� k
E
O
U
In
In
.�
N
N
�0Li
z
�
E
Liza
zwo
J@
c�
z
o
cn
a,
o
WLLJ
U
LLJ
��
w
a_
F-5::�i
LLJ
N
Ln
Q
L�
M
c/) L+_J
U
N
C 1
r
0
F__
Ln
U)
00
W
N
>
z
U
z
o
0
Y
w
Ln
Lj
00
w
CC)J
M
m�J
z
�
..mx0
mLw0cn
LJ>m��
3:w
0
Q
0
Q
LL
=
U
Z
�
z
cn
z
z
W
Lw�3:
W cn
)_�
w�
cj�
o
0
o
z
0
O
U
W
zw�0 z
J
m
�z
Q
Do
n
DATE: 3/01 /2023
REV: I DATE:
SHEET:
OVERALL IMPACT
SITE PLAN
SHEET NUMBER:
SHEET 1 OF 3

LEGEND:
DEED BOOK D.B. NOTES:
EDGE OF PAVEMENT EOP 1. SEE SHEET 1 OF 3 OVERALL IMPACT SITE PLAN FOR NOTES.
EXISTING EX 2. SEE CONSTRUCTION DRAWINGS FOR MORE INFORMATION.
MAP BOOK M.B. 3. ROAD TYPICAL CROSS-SECTION TO STOP PRIOR TO 50' STREAM BUFFER,
PAGE P.G. ALLOWING RUN-OFF TO SHEET FLOW FROM PAVEMENT WITHIN THE 50' STREAM
RIP RAP APRON RRA BUFFER AND CROSSING.
RIGHT OF WAY ROW
TYPICAL TYP
LOT NUMBER ❑1
PROPERTY LINE — - - —
SWALE
WATER LINE N
WETLANDS
i
30' BUFFER FROM
TOP OF BANK, TYP ✓ \
a `
50' BUFFER FROM > \1 �
1 HEADWALL 02
TOP OF BANK, TYP ^ RIM: 10.00�--
INV IN: 4.00 (01)-
TIDES END, PHASE I
WETLANDS, TYP
-TOP OF BANK OF STREAM, TYP
v
EXISTING CONTOUR, TYP
156 LF STREAM
9,701
IMPACT /
SF IMPACT ZONE 1
RIPARIAN BUFFER
6" C900 WATER
4' OFF OF EOP
THIS PLAN IS THE PROPERTY OF AMP'D ENGINEERING, PLLC, AND
MAY NOT BE USED OR REPRODUCED WITHOUT THEIR PERMISSION.
DESIGNER ASSUMES NO LIABILITY FOR ANY CONSTRUCTION FROM
THIS PLAN. CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION. CAUTION MUST BE EXERCISED IN
MAKING ANY CHANGES IN THIS PLAN. ONLY QUALIFIED ENGINEER
SHOULD ATTEMPT MODIFICATIONS, AS EVEN MINOR CHANGES IN ONE
AREA OF THE HOUSE COULD LEAD TO MAJOR PROBLEMS IN
ANOTHER AREA.
50
5 1
-�
r� \ j `�/S. �� •��`�\ ��J EXISTING CONTOUR, TYP
/ _710 I 1,132 SF WETLANDS IMPACT
J /
RRA. SEE NOTE 10
-A I y ��\ �� ON SHEET 1 OF 3.
—I— — I FES 07 F-C> /
INV: 21.73) / ROADSIDE DITCHES TO
6" C900 WATER P \ d J/ F / DAYLIGHT PRIOR TO
4' OFF OF EOP / �� I _ENTERING WETLAND, TYP
�) — J I_ / — — / —` ✓— \� TIDES END DRIVE
60' ROW
24+ / 25+00 kf// " /26+00 /
i
L__ ��� 14 \\ PROPOSED CONTOUR, TYP PROPOSED CONTOUR, TYP FES 08 / I PIPE D
I INV: 21.97 / 48 LF OF �\
62 IN 30" I 30" RCP
� _ _��/'•fir � �
TIDES END DRIVE ROADSIDE DITCHES TO LSO I I r�
60 ROW Jf DAYLIGHT PRIOR TO C ll� I
ENTERING BUFFER, TYP I J
1
� \ � � � , \• ' 5,036 SF IMPACT ZONE 2 � �' � l F � I ` r � ` Feet
8,908 SF WETLANDS IMPACT `�I / I I �� J 1
/ \ RIPARIAN BUFFER
� �I � / � ` \ VERTICAL SCALE 1"=40'
PIPE A \ I \ r
o ao 80Feet j -120 LF OF ti RRA. SEE NOTE 10 '"� l �� ✓ \ \ HORIZONTAL SCALE 1"=10'
53
16 60" RCP HEADWALL \ �\ ON SHEET 1 OF 3. a a
VERTICAL SCALE 1"=40' / 0 -0.58% RIM: 9.30
HORIZONTAL SCALE 1"=10' ILINV OUT: 3.30 (02)\
WETLANDS IMPACT #2 IMPACT #2:
STREAM - N/A
IMPACT #1: STREAM AND BUFFER IMPACT #1 PLAN VIEW WETLAND - 1,132SF
STREAM - 156 LF ZONE 1 BUFFER - N/A
WETLAND - 8,908 SF PLAN VIEW ZONE 2 BUFFER - N/A
ZONE 1 BUFFER - 9,701 SF TOTAL BUFFER - N/A
ZONE 2 BUFFER - 5,036 SF
TOTAL BUFFER - 14,737 SF (0.338 AC)
22
o
w
U
21
°0IES
``'
20
19
PROPOSED GRADE
18
17
16
15
\
14
13
12
11
\
10
\
/
9
\
g
6" C900 WATER \
3' MIN COVER
7
�
6
EXISTING GRADE
5
4
3
2
PIPE
A. 60"
EXISTING
RCP 1' 8ELOW
GRADE.
1
0
—1
—2
'
'
NIt
00 N
n
O
�
M 00
n
N
Nui
M
-50 2+00 2+50 3+00 3+50 4+00 4+50
STREAM AND BUFFER IMPACT #1
PROFILE VIEW
:
N
r ^
I
0. pl) 000
t00 to
14)
00
Lo
Lo
39�N
NN
NN
NN
NN
N
N NN
38
50
24
00
24
50
25
00
25
50
26
00
26
50
37
36
LOW
POINT
TA: 24+9
.88
35
P VI EL
V: 24.96
AD:
.32%
34
K: 45.00
3
149.
9' VC
00
32
31
.0
ccN
'*
N
30
N
N
CA
Lij
29
>
PROPOSED GRADE >
>
m
m
28
EXISTING GRADE
27
26
24
23
22
/
21
INSTALL ONE
INSTALL
ONE
20
BEYOND
JOINT RJDIP
TOP 45
45 DEGREE
JOINT
BEYOND
DEGREE
RJDIP
TOP
45
19
6" C900
3' MIN
WATER
COVER
45
18
BENDS
BENDS
17
16
INSTALL ONE JOINT
RJDIP CENTERED
PIPE D. 30" RCP 1' BELOW
EXISTING GRADE.
15
UNDER STORMDRAIN
WETLANDS IMPACT #2
PROFILE VIEW
CSSap
En,
N,cn=rnI-Parker. P{.. c=US. o=AM..J EiYL
en gmesrin9,-1 1
il-alFan.parker(r}aryptlengineenng.
Date: 2023.03:011ti:19:io-95'90'
E
O
U
N
N
In
In
.
"
0
I
a
N
N
E
Li
z
z
W
cl:f
o
Ll
C)
i
0zo
cn
zo
W
U
1,
1
Lj
LLJ
N
Ln
Q
L__
M
Cn LLJ
0
N
z
Cn
O
Ln
U)
00
LLJ
N
>
z
U
z
0
0
LLJ
Lo
LLJ
00
W
00
J
M
I
co
z
�
..
Elf
X
O
r0
LLJ
0
Cn
LLJ>my�
�
LLJ
0
-
OMa-
D
Q
=
U
Z
F-
z
Co
z
z
W
LLJ
W Cnw�z
F--
3:
�
W
cjl
_j
0
< o
_j
z
0
O
U
LL
zw
z
o
�
o
0
Q
m
Q-
�z
(7)
V )
0
DATE: 3/01 /2023
REV: I DATE:
SHEET:
IMPACT #1 AND #2
SITE PLAN AND
PROFILE
SHEET NUMBER:
SHEET 2 OF 3

LEGEND:
DEED BOOK
D.B.
EDGE OF PAVEMENT
EOP
EXISTING
EX
MAP BOOK
M.B.
PAGE
P.G.
RIP RAP APRON
RRA
RIGHT OF WAY
ROW
TYPICAL
TYP
LOT NUMBER
❑1
PROPERTY LINE —
- - —
SWALE
WATER LINE
■
WETLANDS
0 40 80
Feet
VERTICAL SCALE 1 "=40'
HORIZONTAL SCALE 1"=10'
IMPACT #3:
STREAM
- 98 LINEAR FEET
WETLAND
- 3,249 SF
ZONE 1 BUFFER
- 6,181 SF
ZONE 2 BUFFER
- 3,749 SF
TOTAL BUFFER
- 9,930 SF (0.228 AC)
WETLANDS, TYP
STREAM AND BUFFER IMPACT #3
PLAN VIEW
NOTES:
1. SEE SHEET 1 OF 3 OVERALL IMPACT SITE PLAN FOR NOTES.
2. SEE CONSTRUCTION DRAWINGS FOR MORE INFORMATION.
3. ROAD TYPICAL CROSS-SECTION TO STOP PRIOR TO 50' STREAM BUFFER,
ALLOWING RUN-OFF TO SHEET FLOW FROM PAVEMENT WITHIN THE 50' STREAM
BUFFER AND CROSSING.
OM
TYP
i
J
HES TO
R TO
ER, TYP
JL
F'
I 51A:L+
ti.lU
1 vl
v.
31
AD: 3.85
a
K:6
.0"
30
M
K: 45.0
29
��
Lo
vj
28
±N
_
L MN
27
010
N
N
N
26
ww
�
mm
25
m
PROPOSED GRADE
w
24
23
_1
22
21
\
/
20
INSTALL
6"
OVER
C900
PIPE E
19
\
WATER
18
17
16
\
6" C900
3' MIN
WATER
COVER
15
EXISTING GRADE
14
\
13
\
12
\
11
PIPE E. 36" RCP
10
9
8
N
.0
N N
��
N
��
N
cV�
N N
17�
N N
N
1 +50 2+00 2+50 3+00 3+50 4+00
STREAM AND BUFFER IMPACT #3
PROFILE VIEW
EXISTING CONTOUR, TYP
115 Cc 116
70 P
RRA. SEE NOTE 10 ) I 3,195 SF WETLANDS IMPACT /
J ON SHEET 1 OF 3.
FES20
�INV: 14.26
ROADSIDE DITCHES TO
6" C900 WATER l DAYLIGHT PRIOR TO
4' OFF OF EOP J ENTERING WETLAND, TYP
w w
PROPOSED CONTOUR, TYP ) 1 \ — �� �'/a. /
PIPE J
l\ 80 LF OF /)/moo L�- �;� -FES 19
36 RCP �, ` v . / -INV- 16.85 — J
1f —� 0-3.24%�
131_/
-- `� � � � WETLAN
DS (,\ /, TYP ) --\ '/ 1 30
/ G
! NC
t `
WETLAND IMPACT #4
PLAN VIEW
THIS PLAN IS THE PROPERTY OF AMP'D ENGINEERING, PLLC, AND
MAY NOT BE USED OR REPRODUCED WITHOUT THEIR PERMISSION.
DESIGNER ASSUMES NO LIABILITY FOR ANY CONSTRUCTION FROM
THIS PLAN. CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO
PROCEEDING WITH CONSTRUCTION. CAUTION MUST BE EXERCISED IN
MAKING ANY CHANGES IN THIS PLAN. ONLY QUALIFIED ENGINEER
SHOULD ATTEMPT MODIFICATIONS, AS EVEN MINOR CHANGES IN ONE
AREA OF THE HOUSE COULD LEAD TO MAJOR PROBLEMS IN
ANOTHER AREA.
S. SANDY SHORE LANE
60' ROW
0 40 80
Feet
VERTICAL SCALE 1 "=40'
HORIZONTAL SCALE 1"=10'
IMPACT #4:
STREAM
- N/A
WETLAND
- 3,195 SF
ZONE 1 BUFFER
- N/A
ZONE 2 BUFFER
- N/A
TOTAL BUFFER
- N/A
ca
+�
+vi
+4
(0
N
28
0i
w
27
W
w
mm
mm
26
PROPOSED
GRADE
25
EXISTING
GRADE
24
.06�
%
' 1
-
\
1.8
23
i
22
21
\
'
20
19
18
INSTALL ONE
JOINT RJDIP
BEYOND TOP 45
17
\
INSTALL
ONE
16
\
JOINT
RJDIP
TOP 45
15
XBEYOND
14
45 DEGREE
BENDS
45
BENDS
DEGREE
13
12
11
INSTALL ONE
JOINT
PIPE
EXISTING
J. 36"
GRADE.
RCP 1' BELOW
10
RJDIP CENTERED
UNDER STORMDRAIN
9
8
(p
N
N O
co r-
N
0)
N
N
ui M
N N
Qi
N
N
N N
N
F)
N N
N
4+00 4+50 5+00 5+50 6+00 6+50
WETLAND IMPACT #4
PROFILE VIEW
1917��f+�
NO UA
0"ES576'..,
DN. U//�u/d1• /y///•� E�napgiaeiinl: =e2ae9lrinag, paPrRyec
r@raPE=0in0e'oe=riAngN.Pco'tl
Pln
SEAL
23n931715:1m4a.OnSg
�'�,•' •,,�G�. irk ��•?; •• ,
E
O
U
N
N
In
In
.�
"
0
I
a
N
N
E
Li
zWC
z
cl:f
J@
0
0
z
o
—
a,
I
WU�
c)
C�
Q
LJ D:f
c
Ln
LLJ
N
Q
L_
M
C/) Li
0
N
C/
cl:�
T'_
0
';;t
Ln
/_
V I
00
LLJ
N
z
U
z
o
0
Y
LIJ
Lo
LLJ
00
W
CC)
J
M
z
�
..mx0
LIJ
0
Cn
LIJ>my�
zLw0Qo
O
m
a-
--D
Q
=
U
Z
F-
z
Co
z
z
W
LIJ�3:
W CnLw�z
)_�
LIJ
0:�a
cj�
:�E
0
C)
LLj
_
LLJ
j
0
O
W
Z
zu�
zo
w�0
J
E)E
Q
a_�z
m�
I
l
Q
cf)
0
DATE: 3/01 /2023
REV: I DATE:
SHEET:
IMPACT #3 AND #4
SITE PLAN AND
PROFILE
SHEET NUMBER:
SHEET 3 OF 3