20200996 Ver 1_401 Application_20200803

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20200996
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Holley Snider:eads\hasnider
Information for Initial Review
la. Name of project:
COURTESY COPY - Mike Turco - Island Creek
1a. Who is the Primary Contact?*
Gene Young, REHS
1b. Primary Contact Email:*
[e-mail]
Date Submitted
8/3/2020
Nearest Body of Water
Harrison Creek
Basin
Cape Fear
Water Classification
C/SW
Site Coordinates
Latitude: Longitude:
34.379013-77.777852
A. Processing Information
County (or Counties) where the project is located:
Pender
Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
Reviewing Office*
Wilmington Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
L.1
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
29 - Residential Developments
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:
F- 401 Water Quality Certification - Express
F- Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No
1j. Is the project located in a designated trout watershed?
C Yes r No
F. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Mike Turco
2b. Deed book and page no.:
65/86 41 /57
2c. Responsible party:
2d.Address
Street Address
PO Box1220
Address Line 2
city
Hampstead
Rstal / Zip Code
28443
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
r Unknown
State / Rovince / Region
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
u

3. Applicant Information (if different from owner)
3a. Name:
Gene Young, REHS
3b. Business Name:
Applied Resource Management
3c.Address
Street Address
257 Transfer Station RD
Address Une 2
City
Hampstead
Prostal / Zip Code
28443
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Gene Young, REHS
4b. Business Name:
Applied Resource Management
4c.Address
Street Address
257 Transfer Station RD
Address Line 2
city
Hampstead
Postal / Zip Code
28443
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
agent authorization forms.pdf
State / Province / Fbgion
NC
Country
USA
3e. Fax Number:
[phone]
State / F rwnce / Fegion
NC
Country
USA
4e. Fax Number:
[phone]
57.07KB
C. Project Information and Prior Project History l^J
1. Project Information
1b. Subdivision name:
(if appropnate)
Lots 3 and 4
1c. Nearest municipality/town:
Hampstead, NC
2. Project Identification
2a. Property Identification Number:
2b. Property size:
3263-81-7254-0013263-81-6381
1.06 combined
2c. Project Address
Street Address
Island Creek RD
Address Line 2
City
State / Rovince / Rion
Hampstead
NC
Postal / Zip Code
Country
28443
USA

3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Harrison Creek
3b. Water Resources Classification of nearest receiving water:*
C/SW
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300070804
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
Site is undeveloped. Land use in the area is residential. Lots have been platted. Site has been cleared.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Site Vicinity.pdf 558.31 KB
4e. Attach an 8 112 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
county soils map.pdf 482.69KB
4f. List the total estimated acreage of all existing wetlands on the property:
0.2
4g. List the total estimated linear feet of all existing streams on the property:
n/a
4h. Explain the purpose of the proposed project:*
The project includes a crossing of the proposed wetland area to provide driveway access to lot 4. Additionally, small fill amounts are needed to facilitate the construction of the homes to
allow for equipment and construction traffic.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The impacts proposed are for a driveway access on lot 4 and to allow for construction of homes on lots 3 and 4. The impacts are needed to allow construction equipment to the site.
The total impacts are noted to be approbmately 0.08 acres. Typical construction equipment such as dumptrucks, backhoes, cranes, cement trucks, etc are needed for this construction.
4j. Please upload project drawings for the proposed project.
Lot 4 revised 6 17 2020.pdf 457.28KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
delineation done and reviewed in field by USACE and DWR
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved (- Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Gene Young, REHS
Agency/Consultant Company: Applied Resource Management
Other:
5d1. Jurisdictional determination upload
2017 Tillable PJD form.pdf 147.49KB
FINALSAW-JD-REQUEST-FORM-20170508.pdf 195.9KB
Copy of Copy of Automated Data Form -Atlantic Gulf Coast v1.04.)dsm-upland.pdf 171.02KB
Copy of Copy of Copy of Automated Data Form -Atlantic Gulf Coast v1.04.:dsm-wetland.pdf 170.96KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes 0 No

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
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands r Streams -tributaries r Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2a. Site #*(') 2a1 Reason M 2b. Impact type*(') 2c. Type of W.* 2d. W. name * 2e. Forested* 2f. Type of 2g. Impact
Jurisdicition*(?) area*
1
crossing
t
Hardwood Flat
wetland basin 1
No
DWR
0.070
(acres)
2
fill
P
Hardwood Flat
wetland basin 1
No
DWR
0.010
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.080
2h. Comments:
2g. Total Permanent Wetland Impact
0.080
E. Impact Justification and Mitigation u
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The impacts proposed fall below 0.01 mitigation threshold. The points of impact were projected on the boundary of the wetland area to minimized total
impact.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Driveway was designed to be large enough to allow traffic only. Culverts are proposed to allow surface water to flow away from area.
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?
r Yes
r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
total impacts fall below mitigation threshold.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
not in the riparian zones.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information 6

1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
no future development planned on this parcel
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r 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.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
NC Natural Heritage website
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
not in an aquatic environment
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?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC HPOweb
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)

8a. Will this project occur in a FEMA-designated 100-year flood plain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
Pender County GIS
Miscellaneous
Comments
attached is the survey map for the proposed development. Impacts are on lots 3 and 4.
Miscellaneous attachments not previously requested.
Survey replatted.pdf 273.74KB
Signature
B By checking the box and signing below, I certify that:
• 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:
Gene Young, REHS
Signature
qe�,e yaa,hg Ras
Date
8/3/2020

Date: C' ct ` /g
To Whom It May Concern:
RE: Agent and Access Authorization Letter
I authorize Gene Young or any employee of Applied Resource Management, PC to act
as an agent on my behalf in all matters dealing with wetland Jurisdictional
Determinations, reviews or permitting.
I furthermore authorize the US Army Corps of Engineers and/or the North Carolina
Division of Water Resources representative(s) to access my property as part of this
process.
Sincerely,
Printed Name: d
Property Address:

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION'.4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations. if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. 1, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
4
Print Name
Capacity: 0 Owner ❑ Authorized Agents
T.`?+af
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ i intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
❑ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
ZI intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
3 For NCDOT requesu following the current NCDOT`USACE protocols, skip to Part E.
' If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
3 Must provide agent authorization fami/letter signed by owner(s).
Version: May 2017 Page 3

1"= 1000’
TITLE:
SCALE:JOB:DATE:DRAWN BY:
FIGURE:
GY8/3/202020044
Turco-Island Creek RD
Site Vicinity 1
Map adapted from USGS Mooretown, NC 2019
Hampstead, NC 28443Hampstead, NC 28443
Applied Resource
Management, P. C.
Applied Resource
Management, P. C.
Preliminary Wetland Areas
18 December 2014
Subject
Property
Project Review Area
Preliminary Wetland Boundary
Pender County
Au gust 3, 2 02000.035 0.070.0175 mi
0 0.055 0.110.0275 km
1:2,153
µ1 inch = 1 79 fe et
PIN:
Owner:
Deed Re f:
3263-81 -6381-0 000 ,/
Pr opertyAddress:Descr iption:

Sa le Price:Sa le Date:
Tow ns hip:
LAST_SALE_DATE
Plat:Account No:
Subdiv ision:Tax Codes:
Acres :Land Va lue:
Deferre d Va lue:

Building Value:
Heated Sq Feet:

PC L Class:Ex empt Am ount:
Tota l value:
Map adapted from survey by Weston Lyall, PE,PLS, PLLC dated 3/12/2020
SCALE:JOB:DATE:DRAWN BY:
TITLE:FIGURE:
GY1”=50’
FIGURE:
1
20044Hampstead, NC 28443Hampstead, NC 28443
Applied Resource
Management, P. C.
Applied Resource
Management, P. C.
Soil Description 1
0-2” Very dark gray (10YR 3/1) loamy sand, granular, very friable, non-expansive.
2-15” White (10YR 8/1) sand, granular, very friable, non-expansive.
15-18” Very dark grayish brown (2.5Y 3/2) loamy sand, granular, very friable, non-expansive.
18-24” Light olive brown (2.5Y 5/4) loamy sand, granular, very friable, non-expansive.
24-42” Yellow brown (10YR 5/6) sandy clay loam, sub-angular blocky, friable to firm, slightly expansive with yellowish brown
(10YR 5/8) mottles at 30” and light brownish gray (10YR 6/2) mottles at 32”.
Soil Wetness Condition: 30-32”/ LTAR 0.5-0.6 (0.8 anaerobic drip)
Soil Description 2
0-10” Light brownish gray (2.5Y 6/2) loamy sand, granular, very friable, non-expansive.
10-13” Dark brown (10YR 3/3) loamy sand, granular, very friable, non-expansive.
13-20” Light yellowish brown (2.5Y 6/4) loamy sand, granular, very friable, non-expansive with brownish yellow (10YR 6/8)
mottles at 18” and light brownish gray (10YR 6/2) mottles at 20”.
20-36” Yellow brown (10YR 5/6) sandy clay loam, sub-angular blocky, friable to firm, slightly expansive with brownish
yellow (10YR 6/8) mottles at 26” and light brownish gray (10YR 6/2) mottles at 28”.
Soil Wetness Condition: 18-20” (lateral) / LTAR 0.5 (0.15 anaerobic drip)
Soil Boring Location
(approximate)
System Specifications:
3 Bedroom Residence
360 gal/day
Initial: LTAR 0.5
1000 gallon septic tank (ST)
1000 gallon pump tank (PT)
540 Sq. Ft. 25% reduction system (reduction shown)
180 Ln. Ft. 25% reduction system (reduction shown)
(4) 3’ x 45’ 25% reduction nitrification trenches
Trench bottom depth 12”; requires additional soil cover
Repair: LTAR 0.15
2400 Sq. Ft. Anaerobic drip irrigation system
1200 Ln. Ft. Drip tubing required
Variable length drip areas shown
Install drip tubing 6” into soil
Island Creek Lot 4
Pender County, NC
Waterlin
e
Drive/ Road
Proposed New Property Line
Proposed Easement LineProposed3 BedroomEnvelope35’ x 55’15’ supply easment
10’10’10’
1
0
’10’10’
10’
10’10’10’Proposed3 BedroomEnvelope35’ x 55’Drip
Repair
DripRepair45’
45’
45’
45’
Lot 1
Lot 2 Lot 3
Lot 4
10’10’60’
60’
60
’
30’
25’
10’10’137’+/-3
0
’
+
/-80’+/-125’+/-29’+/-113’+/-135’+/-32’+/-43’+/-18’+/-6
1’+
/-
Drip
Repair 10’1
0
’
85’+/-
1
2
STPT 18’62’+/-
25’166’+/-wetland impact required
(+/- 0.08 acres)
Notes: 1. Initial and repair areas to be protected during all phases of construction.
No mechanical clearing of system areas or removal of mineral soil.
2. Pre-construction conference recommended to ensure proper installation depth.
3. Install system on contours. System layout based on on-ground topographic map from
Weston Lyall, PE,PLS,PLLC.
X
Reference
Point
(assume 0’ 0”)
X1: 32” below reference
X2: 27” below reference
X3: 44” below reference
X4: 87” below reference
X2 X1
X3
X4
6/17/2020
17 June 202025’50
’
Well
Culvert
?
Sandy Mucky Mineral (S1) (LRR O, S)
Reduced Vertic (F18) (MLRA 150A, 150B)
Depth (inches):X
Iron-Manganese Masses (F12) (LRR O, P, T)
Barrier Islands 1 cm Muck (S12)
(MLRA 153B, 153D)
Depleted Dark Surface (F7)
Delta Ochric (F17) (MLRA 151)
Dark Surface (S7) (LRR P, S, T, U)
Polyvalue Below Surface (S8)
loamy sand
fill material
Restrictive Layer (if observed):
Type:
(outside MLRA 150A, 150B)
Piedmont Floodplain Soils (F19) (LRR P, T)
Very Shallow Dark Surface (F22)
Anomalous Bright Floodplain Soils (F20)
3Indicators of hydrophytic vegetation and
Hydric Soil Present?
(MLRA 149A, 153C, 153D)
Marl (F10) (LRR U)
Depleted Ochric (F11) (MLRA 151)
(MLRA 153B)
Red Parent Material (F21)
Redox Depressions (F8)
Umbric Surface (F13) (LRR P, T, U)
Thick Dark Surface (A12)
2
10YR 5/1
Histosol (A1)
Barrier Islands Low Chroma Matrix (TS7)
Depleted Below Dark Surface (A11)
Thin Dark Surface (S9) (LRR S, T, U)
Histic Epipedon (A2)
%
Matrix
Color (moist)Type1
Redox FeaturesDepth
Loamy Gleyed Matrix (F2)
Loc2 Texture Remarks
loamy sand
Loamy/Clayey
Sandy
Sandy
%(inches)Color (moist)
10YR 3/1
C10YR 6/8
12-18
18-24 10YR 6/2
0-12
SOIL Sampling Point:
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)Indicators for Problematic Hydric Soils3:
1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix.
1 cm Muck (A9) (LRR O)
2 cm Muck (A10) (LRR S)
Reduced Vertic (F18)
NoYes
Hydrogen Sulfide (A4)
Stratified Layers (A5)
Organic Bodies (A6) (LRR, P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
1 cm Muck (A9) (LRR P, T)
upland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
This data form is revised from Atlantic and Gulf Coastal Plain Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils,
Version 8.0, 2016.
(LRR S, T, U)
(MLRA 138, 152A in FL, 154)
Piedmont Floodplain Soils (F19) (MLRA 149A)
(outside MLRA 138, 152A in FL, 154)
(MLRA 153B, 153D)
Other (Explain in Remarks)
Anomalous Bright Floodplain Soils (F20)
Very Shallow Dark Surface (F22) wetland hydrology must be present,
unless disturbed or problematic.
Redox Dark Surface (F6)
Loamy Mucky Mineral (F1) (LRR O)
Depleted Matrix (F3)
(outside MLRA 150A)
Coast Prairie Redox (A16)Black Histic (A3)
Sandy Redox (S5)
Stripped Matrix (S6)
Remarks:
Coast Prairie Redox (A16) (MLRA 150A)
Sandy Gleyed Matrix (S4)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0
?
x
Sandy Mucky Mineral (S1) (LRR O, S)
Reduced Vertic (F18) (MLRA 150A, 150B)
Depth (inches):X
Iron-Manganese Masses (F12) (LRR O, P, T)
Barrier Islands 1 cm Muck (S12)
(MLRA 153B, 153D)
Depleted Dark Surface (F7)
Delta Ochric (F17) (MLRA 151)
Dark Surface (S7) (LRR P, S, T, U)
Polyvalue Below Surface (S8)
loamy sand
fill material
Restrictive Layer (if observed):
Type:
(outside MLRA 150A, 150B)
Piedmont Floodplain Soils (F19) (LRR P, T)
Very Shallow Dark Surface (F22)
Anomalous Bright Floodplain Soils (F20)
3Indicators of hydrophytic vegetation and
Hydric Soil Present?
(MLRA 149A, 153C, 153D)
Marl (F10) (LRR U)
Depleted Ochric (F11) (MLRA 151)
(MLRA 153B)
Red Parent Material (F21)
Redox Depressions (F8)
Umbric Surface (F13) (LRR P, T, U)
Thick Dark Surface (A12)
10YR 5/1
Histosol (A1)
Barrier Islands Low Chroma Matrix (TS7)
Depleted Below Dark Surface (A11)
Thin Dark Surface (S9) (LRR S, T, U)
Histic Epipedon (A2)
%
Matrix
Color (moist)Type1
Redox FeaturesDepth
Loamy Gleyed Matrix (F2)
Loc2 Texture Remarks
loamy sand
Loamy/Clayey
Mucky Loam/Clay
Sandy
%(inches)Color (moist)
10YR 3/112-18
18-24 10YR 3/2
0-12
SOIL Sampling Point:
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)Indicators for Problematic Hydric Soils3:
1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix.
1 cm Muck (A9) (LRR O)
2 cm Muck (A10) (LRR S)
Reduced Vertic (F18)
NoYes
Hydrogen Sulfide (A4)
Stratified Layers (A5)
Organic Bodies (A6) (LRR, P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
1 cm Muck (A9) (LRR P, T)
wetland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
This data form is revised from Atlantic and Gulf Coastal Plain Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils,
Version 8.0, 2016.
(LRR S, T, U)
(MLRA 138, 152A in FL, 154)
Piedmont Floodplain Soils (F19) (MLRA 149A)
(outside MLRA 138, 152A in FL, 154)
(MLRA 153B, 153D)
Other (Explain in Remarks)
Anomalous Bright Floodplain Soils (F20)
Very Shallow Dark Surface (F22) wetland hydrology must be present,
unless disturbed or problematic.
Redox Dark Surface (F6)
Loamy Mucky Mineral (F1) (LRR O)
Depleted Matrix (F3)
(outside MLRA 150A)
Coast Prairie Redox (A16)Black Histic (A3)
Sandy Redox (S5)
Stripped Matrix (S6)
Remarks:
Coast Prairie Redox (A16) (MLRA 150A)
Sandy Gleyed Matrix (S4)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0
RECOMBINATION AGREEMENT
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I, (WE) �) fAV�I �/ �� � /e
CERTli=Y THAT WE ARE T9iE OWNERS OF LOTS 1-4, AND FIEREBY
APPROVE U � RECOMBINATION OF SAID LOTS, AS SHOWN:
ON THIS S R EY
(OWNERIM�NA��R 1 r �„ ���
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LINE TABLE
� L1 N05°34'44"E 28.28'
L2 N4$°52`39"E 15A3'
L3 NO3°41'18"W 43.56'
L4 N58°05'30"E 11.24'
- LEGEND - � � L5 N39°25'16"W 33:36'
EIR Existing Iron Rod L6 N39°27'02"W 30.®®°
EIP -Existing Iron Pipe \
EIPD Existing Iron Disturbed
EPK -Existing EPK Nail
SIR -Set Iron Rod N/F �✓�
CP -Calculated Point WILLIAM TEACHEY Oo \
ECM -Existing Concrete Monument D$ 711, PG 201 �
MH -Existing Manhole MB 37, PG 119 ���� N/F
R/W -Right-of-Way � CAROLINA COAST
MBL -Minimum Building Line � � PAINTING, INC.
PG - Pam Book Q� DB 13$9, PG 11
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-Property Line Surveyed l
- Property Line Not Surveyed
:•::::-: �:-:::: ==::-::-:.:-:::.
Proposed
Septic
Easement
-.-.-:.-:.-:.-:
III lilllllllllllllilllllillll II III
Doc No: 20061428
Recorded: 03/26/2020 11:05:03 AM
Fee Amt: $21.00 Page 1 of 1
Fender County North Carolina
Sharon Lear Willoughby, Register of Deeds
BK 65 PG 87 - 87 �1)
REGISTER OF DEEDS:
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I, WESTON LYALL, PROFESSIONAL LAND SURVEYOR NUMBER
L-44381, CERTIFY THAT THIS PLOT PLAN WAS DRAWN UNDER M'Y
SUPEFIVISION FROM AN ACTUAL GPS SURVEY MADE UNDER 'If
SUPEFIVISION FROM {MAP BAOK 41 PAGE 57) AND THE
FOLLOWING INFORMATION WAS BUSED TO PERFORM TFIE SURVEY:
CLASS OF SURVEY: B, POSITIONAL ACCURACY: 500 RMSg TYPE
OF GPS FIELD PROCEDURE: VRSRTKGPS; DATUM: NAD93 "200Y®,
NAVDIiB; CEIOD MODEL: GEOID 03; COMBINED GRID FACTOR: '
0.9999915g UNITS: US SURVEY FEETg
THIS SURVEY IS OF A CATEGORY SUICH AS THE RECOMBINATION
OF EJCI:s'TINC PARCELS, A COURT ORDERED SURVEY OR OTHER
EXCEPVION TO THE DEFINITION OF SUBDIVISION.
THIS PLAT WAS PREPARED IN ACCORDANCE WITH C.S. 47.30 AS
AMENDED.
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DANIEL BULLOCK
DB 4645, PG 2586
NOTES:
PARGEL IDENTIFIER CERTIFICATE, PARCEL
IDENTIFIERS HAVE BEEN ISSUED FOR ALL
PARCELS SHOWN ON 7HIS PLAT.
N/F
CONTROLCORNE�. ANDREW CRANFORD
DB 4677, PG 2249
MB 62, PG 79
Eii� S44°45'04"E 178.59'
88.20' SIR
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PROPERTY LINE TC BE—�.. � m �
ABANDONED �� SIR �
PROPOSEDll � v�
1. THIS PROPERTY IS SUBJECT TO RESTRICTIVE COVENANTS, EASEMENTS OF RECORD,
ZONING ORDINANCE, AND UNDERGROUND UTILITIES, IF ANY.
2. NO TITLE SEARCH BY SURVEYOR.
3. AREA BY COORDINATE METHOD.
� _--� ►P REPAIR
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88.37' � 83.45'
4. THIS SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE X (MINIMAL RISK).
NCFIRMi COMMUNITY PANEL #3720-326300-K (EFFECTIVE DATE FEBRUARY 16, 2007)
5. REFERENCES: CAB 41, PG 57; DB 4535, PG 225; DB 3740, PG 49
6. ZONE: RP -FENDER COUNTY
SETBACKS: FRONT - 30', SIDE -10', REAR - 25'
7. PORTIONS OF THIS PROPERTY MAY CONTAIN WETLANDS. WETLANDS MUST BE VERIFIED PRIOR
TO DEVELOPMENT.
8. IN ORDER FOR THIS EXEMPT PLAT TO BE COMPLETED, A DEED REFERENCING THIS RECORDED
PLAT MUST BE RECORDED WITH FENDER COUNTY REGISTER OF DEEDS.
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PROPOSED
SEPTIC SERVING
LOT 3
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VICIN11f1( MAP {NTS)
CONTROL CORNER
N/F N=231164.4r
KAYLA CLEMEIVTS E=2369003.'f0
DB 4679, PG 2669
EIR S44"46'25"E EIR S44°46'51"E 136.82'
9Q.38' 42.07' 46.42' SIR 90.39'
EXIiiTING 30° ACCESS EASEMENT
PER ME3 41 PG 57 r
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PROPOSED PR®POSED
SEPTIC SERViN '
SEPTIC SERVINCa LOT 4
LOT 2 N/F
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PROPOSED
RESIDENCES
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20,276 SF
PAUL GRIMSLEY
DB 2552, PG 22
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