2022030 Ver 1_ePCN Application_20220222

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
December 6, 2021 Ver 4.2
Initial Review
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.
BIMS # Assigned* Version#*
2022030 1
Is a payment required for this project?*
No payment required
Fee received
® Fee needed - send electronic notification
Reviewing Office*
Raleigh Regional Office - [phone]
Information for Initial Review
What amout is owed? *
• $240.00
$570.00
Select Project Reviewer*
Colleen Cohn:eads\cmcohn
la. Name of project:
Stoney Creek Investment LLC
la. Who is the Primary Contact?*
Steve Trowel)
1 b. Primary Contact Email: * lc. Primary Contact Phone: *
[e-mail] [phone]
Date Submitted
2/22/2022
Nearest Body of Water
Stoney Creek
Basin
Tar -Pamlico
Water Classification
C;NSW
Site Coordinates
Latitude: Longitude:
35.983723 -77.933038
A. Processing Information
County (or Counties) where the project is located:
Nash
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
1 b. 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?
e Yes No
Nationwide Permit (NWP) Number: 18 - Minor Discharges
Nationwide Permit (NWP) Number: 58 - Utility Line Activities for Water and Other Substances (frequently used)
NWP Numbers (for multiple NWPS):
1d. 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:
1f. Is this an after -the -fact permit application?*
Yes • No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes • No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes • No
1j. Is the project located in a designated trout watershed?
Yes • No
B. Applicant Information
401 Water Quality Certification - Express
Riparian Buffer Authorization
Yes • No
Yes • No
1d. 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:
Stoney Creek Investments LLC
2b. Deed book and page no.:
2398/891
2c. Contact Person:
John Creef
2d. Address
Street Address
104 Easton Lane
Address Line 2
City
Manteo
Postal / Zip Code
27954
State / Province / Region
NC
Country
US
2e. Telephone Number: 2f. Fax Number:
[phone]

2g. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Steve Trowel)
4b. Business Name:
N/A
4c. Address
Street Address
102 East Watson Street
Address Line 2
City
Windsor
Postal / Zip Code
27983
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
US
4e. Fax Number:
1. Project Information
1 b. Subdivision name:
(if appropriate)
N/A
lc. Nearest municipality / town:
Nashville
2. Project Identification
2a. Property Identification Number:
38111446687
2c. Project Address
Street Address
Red Oak Road
Address Line 2
City
Nashville
Postal / Zip Code
27856
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Stoney Creek
3b. Water Resources Classification of nearest receiving water: *
C;NSW
3c. What river basin(s) is your project located in?*
Tar -Pamlico
3d. Please provide the 12-digit HUC in which the project is located.
030201010503
4. Project Description and History
2b. Property size:
30.53
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: *
The 30.53 acre tract is located in a predominately residential area in Nashville, North Carolina off Red Oak road just off HWY 64 adjacent Stoney Creek, in Nash County. The tract has
been subjected to a clear cut timber harvest within the last approximately 5 years. Succession has been allowed to take place without any reforestation resulting in vegetation consisting of
small volunteer loblloly pines and various shrubs. The log deck was located just off Red Oak road as evident from the stone pad and depressed ground elevation resulting from equipment
and log truck traffic. The tract is situated on a slope down to Stoney Creek.

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:
28 acres
4g. List the total estimated linear feet of all existing streams on the property:
2,000'
4h. Explain the purpose of the proposed project: *
The purpose of this project is to construct one single family residence and an associated septic tank and drainfield.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Construction of single family residence will require filling the area that was once used as a log deck next to Red Oak road. This area delineated as 404 wetlands divides two areas of
uplands. It would be impracticable to develop any of the upland area without impacting the wetland due to the existing size and division of the upland area. This wetland area is highly
impacted by the logging operation and vegetated with herbs only. The logging operation likely compacted soils creating a depression that ponds surface runoff. A Nationwide 18 is
requested to authorize filling this depression impacting 3,126 ft' of 404 wetlands.
Although it would seem that other upland areas adjacent to the proposed home site would be suitable for the proposed septic system, Nash County Environmental Health would not
approve and a couple different sites were located by a soil scientist one of which is approximately 1, 300 linear feet from a potential residence near Red Oak road. The septic line to the
drainfield site would cross1,186 linear feet of 404 wetland. The applicant proposes to trench the septic line in place using a small/mini excavator. Spoil material from the excavation would
be temporarily placed beside the trench. Care would be taken during the temporary placement of the soils so as to not mix the subsoil with the topsoil to result in quicker re-establishment
of native vegetation. A Nationwide 58 is requested to authorize temporary excavation and filling of 11,860 ft' of 404 wetlands.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes No
Comments:
The wetlands on the property were identified and located by USACE Project ManagerProject
Manager Mr. Kyle Barnes.
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:
Kyle Barnes
USAGE
0 Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
The 404 wetland line shown on the enclosed drawings was located and flagged on January 26, 2022 by USACE Project Manager Mr. Kyle Bames. This site visit was for locating potential
wetlands in the area to be impacted by filling and septic line installation and did not include other potential wetland/upland areas on the 30.53 acre tract.
6. Future Project Plans
6a. Is this a phased project?*
Yes 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
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 #* (7)
2a1 Reason (7)
2b. Impact type* (7)
2c. Type of W.*
2d. W. name*
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
1
Home Construction
P
NON-NCWAM TYPES
W
No
Both
0.070
(acres)
1
Septic Line Trench
T
NON-NCWAM TYPES
W
No
Both
0.270
(acres)

2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.270 0.070
2g. Total Wetland Impact
0.340
2i. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Permanent wetland fill is limited to 3,126 ftZ and to one site on the subject tract to create a suitable site for residential construction. The drainfield and
repair area were chosen over one other area identified as having suitable soils based on having the shortest route and less resultant temporary wetland
impacts from installation of the septic line.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
A small mini excavator will be used for the septic line trenching to avoid soil compaction and disturbance. The trench and temporary spoil placement will
be limited to a 10' wide impact area. The soil excavated from the trench will not be mixed so as to top dress the trench with the top soil to promote re -
vegetation of the impact area. Filled areas will be sloped, graded and stabilized with a suitable vegetated ground cover.
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:
Project impacts do not reach thresholds triggering mitigation.
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:
The project site is located well landward of the Tar -Pamlico Riparian Buffer and the house location is outside the 500 year flood plain.
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:
Due to the large extent of wetlands on this property it is highly unlikely that impervious surface coverage will reach levels remotely close to the low density threshold.
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.
Regulatory requirements to further impact wetlands on this property will hinder any further development.

4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No 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?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
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?
USFWS Website
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
NMFS Website
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?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC Cultural Resources Website
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8c. What source(s) did you use to make the floodplain determination?*
Nash County Website. Site is located above the 500 year floodplain.
Miscellaneous
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 to attach document
Plats Stoney Creek Investment LLC.pdf 4.62MB
File must be PDF or KMZ
Comments
Signature
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:
Steve John Trowel)
Signature
Date
2/22/2022

0
Stoney Creek Investments LLC
SR 1600 Red Oak Road
Nash County Quad Name: Nashville
0.1
0.2
0.4 Miles

Stoney Creek Investments LLC 404 Wetland Fill and Septic Line Installation
SR 1600 Red Oak Road
Nash County Quad Name: Nashville
Proposed Septic Line to Drainfi
Sheet 2 of 3
Date: Feb 12, 2022

Stoney Creek Investments LLC 404 Wetland Fill and Septic Line Installation
SR 1600 Red Oak Road
Nash County Quad Name: Nashville
3,146 ft2 Section 404 Wetland Fill
Septic Line to Drainfield Temporary
Impacts from Trenching11,860 ft2
Sheet 3 of 3
Date: Feb 12, 2022

Page 2 of 11
FEMA Floodway, 100-year, and 500-year Flood Zone (2013) per Nash County Govt. GIS

Proposed Use: a place of residence = a 4-BEDROOM DWELLING UNIT w/a MAXIMUM OF 8-OCCUPANTS
Initial Area Wastewater System: A 15A NCAC 18A .1956 Modified Shallow Placement Drainfield using Innovative or Accepted
wastewater trench product- approved Polystyrene aggregate (horizontal configuration) or Chamber (12-inch tall chamber)
gravelless trench product. Polystyrene aggregate will most likely make for an easier installation due to the multiple bends/curves
within each trench. Site contains Group III/fine loam and IV/clay textured soil, thus, a 12-inch vertical separation distance is
required between the trench bottom and the soil wetness condition (SWC). Design LTAR = 0.27-gpd/sq.ft. (pressure dosed)
w/25% trench bottom area/length reduction; 1,778-sq.ft. (1,335-sq.ft. w/25% reduction); 593-linear ft. total (445-linear ft. total
w/25% reduction); three (3) Accepted/Innovative trenches with pressure dosing (pressure manifold), two (2) trenches, each
trench 150-ft. length by 3-ft. wide by 12-inches depth/height and one (1) trench, 145-ft. length by 3-ft. wide by 12-inches
depth/height; on -center trench spacing at least 9-feet (minimum); install trenches on contour with the slope; trench bottom
(maximum) installation depth is 12-inches below the natural soil surface (i.e. top of trench is at -grade with natural soil
surface/ground surface); > 6- to 9-inches soil cover Group II and/or III texture required
Trench Trench Length (reflects the 25% Trench Length Reduction)
1 (T 1) 145'
2 (T 2) 150'
3 (T 3) 150'
Repair Area Wastewater System:
Fill system with Anaerobic (septic) Drip Irrigation (pressure dispersal) Innovative wastewater system IWWS-1993-1-R7A issued
September 26, 2013
Design LTAR (no greater than) = 0.15-gpd/ft2; 3,200-ft2; 1,600-linear ft. of drip tubing w/pressure compensating emitters; trench
spacing > 2-foot on -center; Fill system requirements: 6-inches of Group I/sand textured fill material and at least 6-inches of
Group II/coarse loam and/or Group III/fine loam textured soil cover material. Drip tubing installation depth/point of
application/trench bottom 1-inch (maximum) below the finished grade of the Group I/sand textured fill material. Soil cover shall
be crowned at the center of the mound and shaped to shed run-off to the basal area of the mound. Area for the fill
system/mound will be approximately 6,000-ft2 .
Invert or base of the drip irrigation headworks or hydraulic unit shall be elevated above the seasonal high soil wetness condition
(based on soil colors of chroma 2 or less, Munsell Color Chart) to prevent flooding of the components.
Page 4 of 11

The naturally occurring "seeps" (see attached illustrations) located adjacent to the existing dissected uplands or interfluve(s) shall be landscaped and the debris
from the recent timber harvesting activities removed to provide positive sheet flow drainage to the floodway or lower floodplain adjacent to Stony/Stoney
Creek. NOTE: DO NOT ALTER THE WASTEWATER SYSTEM AREAS THAT ARE IDENTIFIED WITH COLORED FLAGGING. This does
not need to be completed at t time; can be complete using construction of the wastewater system. a
Owner (ex: Smith John): STONEY
CREEK INVESTMENTS LLC -
PARID (ex: 0000011: 040381
PIN (ex: 0©000000(W1):
381114446683
Physical Address: Null
AptPtlrat: Slid
Location Descnptlon: RED OAK
RD
Legal 1: 30 53 AC, 4 JENKMS
+le Price: 90000
le Date (mm-dd-yy): 5/27/2005
ed Use Code: Null
i;d Value: 82253
folding ValuB: 0
,rket Value: 82253
:'erred Value: 0
g al Taxable Value. 82253
..ed Book: 2398
•=d Page: 891
Book: 17
;r Page: 121
Acres: 30.23
•tided Acres: 30.53
-,,Ynshtp: Nashville
:v: County
_ ated Sc1.Ft.: Hull
':tomer #: 100114222
.,ner 2: Null
• e Of: Null
-ng Address: 507 BARLOWE
Cttv!State/Zip: MANTEO
NC 27954
Distr t NC34
Fire Distnrt: NS Gulley
_al 2: SPLIT OUT OF
-81110456456
a; 3: AC 4 JENKINS
,aping Notes: Null
le Code: 99
rd Type: ACREAGE
rd Width: Null
�.d Depth: Null
rd Width Y: Null
-rd Depth 2: NMI
L A: Null
bdivision: Null
1 1
Proposed Initial & Repair Area R1 Located in the FEMA 100-year
Flood Zone (2013) per Nash County Govt. GIS
Unsuitable
SEEP
` /88
'1I
s
4
75'
Initial
6,534-sq.ft. (0.15-acres)
83'
Unsuitable
Unsuitable
75'
82'
132'
SEEP 111'
76'
Unsuitable
Unsuitable
87'
Repair R1
^' 6,098-sq.ft.
(0.14-acres)
72'
Unsuitable
56'
Googl'e Earth
Page 5 of 11
lma se Date: 11/3/2014 35°58'58.37" N 77055'57.07" W elev 124 ft e e auk 364 ft •

Map w/Usable Soil Depth, Unsuitable Soil Factor,
and Most Hydraulically Limiting Soil Texture
B17 = 24" SWC; Grp 3/SCL
B18 = 31" SWC/PM; Grp 3/SCL
B19 = 41" SWC; Grp 4/3/SC/SCL
B20 = 24" SWC; Grp 2/SL
B21 = 19" SWC; Grp 3/SCL
B22 = 36" SWC; Grp 3/SCL
.1956 Modified Conv. Trench Sha
Trench 1 (T 1) = 145-ft. (Red Pin F
Trench 2 (T 2) = 150-ft. (Blue Pin
Trench 3 (T 3) = 150-ft. (Blue Pin
Trenches are > 9-feet on -center a
contour with the existing land su
Lat 35°58'58.16"N
Long 77°55'58.36"W
Lat 35°58'57.41"N
Long 77°55'58.07"W
Install pressure manifold
at highest elevation or at
Trench 3
6,534-sq.ft. (0.15-acres) =
Initial Area
Page 6 of 11
Latitude/Longitude coordinates provided are not considered equal to the
precision/quality/certification by a Registered Land Surveyor (RLS); coordinates obtained
using smartphone GPS software (accuracy of signal: ^ 3 meters)
Proposed Initial Area Located in the FEMA 100-year Flood Zone
(2013) per Nash County Govt. GIS
Unsuitable
How Placement
lags)
1
Flags with Pink Flagging Tape)
Flags)
nd have been laid out on
rface slope
it
Unsuitable
Unsuitable
B22
Lat 35°58'57.93"N
Long 77°55'57.84"W
Lat 35°58'58.41"N
Long 77°55'57.99"W Lat 35°58'58.41"N
83'
B20
Interfluve
Unsuitable
Floodplain (lower elevation)
Unsuitable
Lat 35°58'57.78"N
Long 77°55'57.15"W
Floodplain (lower elevation)
imagery Date: 11/3/2014 35°58'58.08" N
Google Earth

Lat 35°58'58.16"N
Long 77°55'58.36"W
Lat 35°58'57.41"N
Long 77°55'58.07"W
6,534-sq.ft. (0.15-acres) =
Initial Area
Latitude/Longitude coordinates provided are not considered equal to the
precision/quality/certification by a Registered Land Surveyor (RLS); coordinates obtained
using smartphone GPS software (accuracy of signal: ^ 3 meters)
Proposed Initial Area Located in the FEMA 100-year Flood Zone
(2013) per Nash County Govt. GIS
Unsuitable
Lat 35°58'58.41"N
Long 77°55'57.99"W Lat 35°58'58.41"N
Unsuitable 88•
Long 77°55'57.58"W
E
,t1*
75'
7
Lat 35°58'57.93"N
Long 77°55'57.84"W
83'
Unsuitable
Unsuitable
Lat 35°58'57.78"N
Long 77°55'57.15"W
Unsuitable
S
v
Google Earth
Page 7 of 11
Image Date: 11/3/2014 35058'58.08" N 77055'57.68" W elev 126 ft e e alt 337 ft

Map w/Usable Soil Depth, Unsuitable Soil Factor,
and Most Hydraulically Limiting Soil Texture
B9 = 22" SWC; Grp 3/Clay Loam
B10 = 15"SWC; Grp 3/Clay Loam
B11 = 14" SWC; Grp 4/Sandy Clay
B12 = 18" SWC; Grp 3/Clay Loam
B13 = 12" SWC; Grp 2/SL
B14 = 15" SWC; Grp 2/SL
B15 = 14" SWC; Grp 2/3 SL/SCL
B16 = 18" SWC; Grp 3/SCL
6,098-sq.ft. (0.14-acres) =
Repair Area
Page 8 of 11
Latitude/Longitude coordinates provided are not considered equal to the
precision/quality/certification by a Registered Land Surveyor (RLS); coordinates obtained
using smartphone GPS software (accuracy of signal: " 3 meters)
Proposed Repair Area R1 Located in the FEMA 100-year Flood
Zone (2013) per Nash County Govt. GIS
Unsuitable
Lat 35°58'59.19"N
Long 77°55'56.79"W
Lat 35°58'58.97"N
Long 77°55'56.94"W
F Lk
�f
87' Lat 35°58'59.08"N
XB9r,
B11 % \ Long 77°55'55.87"W
Lat 35°58'58.87"N
B12 Long 77°55'56.80"W
Unsuitable . • r .
•
.,
SEEP
♦ 1
No
B10
111'
:,1 Lat 35°58'58.03"N
(111
1;,1 . Long 77°55'56.25"W
1904
B16
Lat 35°58'58.44"N
Long 77°55'55.66"W
Lat 35°58'58.65"N
Long 77°55'56.34"W
B15
72'
u
24'
Unsuitable
B14
23'
Lat 35°58'58.16"N
V B13 Long 77°55'55.87"W
Unsuitable Google Earth
Imagery Date: 11/3/2014 35°58'58.51' N 77°55'56.25' W elev 125 ft eye aft 254 ft 0

6,098-sq.ft. (0.14-acres) =
Repair Area
Page 9 of 11
Latitude/Longitude coordinates provided are not considered equal to the
precision/quality/certification by a Registered Land Surveyor (RLS); coordinates obtained
using smartphone GPS software (accuracy of signal: " 3 meters)
Proposed Repair Area R1 Located in the FEMA 100-year Flood
Zone (2013) per Nash County Govt. GIS Unsuitable
Lat 35°58'59.19"N
Long 77°55'56.79"W
Lat 35°58'58.97"N
Long 77°55'56.94"W
*r
144/
4r
Unsuitable
SEEP
‘
I I
1. •
87'
Lat 35°58'58.87"N
Long 77°55'56.80"W
111'
,, Lat 35°58'58.03"N
1;,i R Long 77°55'56.25"W
i A Al b• Lir
Lat 35°58'59.08"N
Long 77°55'55.87"W
\ 56'
Lat 35°58'58.44"N
Long 77°55'55.66"W
Lat 35°58'58.65"N
Long 77°55'56.34"W
Unsuitable
72'
23'
Lat 35°58'58.16"N
Long 77°55'55.87"W
Unsuitable
Google Earth
Imagery Date: 11/3/2014 35°58'58.51' N 77°55'56.25' W elev 125 ft eye aft 254 ft 0

Map w/Usable Soil Depth, Unsuitable Soil Factor,
and Most Hydraulically Limiting Soil Texture
B1= 18" SWC; Grp 4/Clay
B2 = 30" Parent Matrl; Grp 4/Clay
B3 = 12" SWC; Grp 3/Clay Loam
B4 = 28" Rock; Grp 4/Clay
B5 = 22" SWC; Grp 4/Clay
B6 = 28" SWC; Grp 3/Clay Loam
B7 = 18" SWC; Grp 2/Sandy Loam
B8 = 18" SWC; Grp 4/Clay
Lat 35°59'4.24" N
Long 77°55'54.97"W
Lat 35°59'4.16"N
Long 77°55'55.47"W
Lat 35°59'3.89"N
Long 77°55'54.58"W
Topography & Landscape
Position = 8- to 10%, Nose -
slope
NOTE: Per recorded land
survey a 20-foot wide sewer
easement is located on the
east -side property line.
5,320-sq.ft. (0.12-acres) =
Repair Area R2 (additional
area to Repair Area R1, if
needed)
Latitude/Longitude coordinates provided are not considered equal to the
precision/quality/certification by a Registered Land Surveyor (RLS); coordinates obtained
using smartphone GPS software (accuracy of signal: ^ 3 meters)
Property Line based on colored flagging
or iron pipe by property owner
Unsuitable
1
B8 12'
Unsuitable
•
'Y B2
Unsuitable
#' l•
19'
B3
0
Lat 35°59'4.58"N
Long 77°55'53.61"W
Iron
Pipe
Property Line based
on colored flagging
or iron pipe by
property owner
•
B5
Unsuitable
•
•
•
•
Lat 35°59'4.00" N Se ��
Long 77°55'53.21"W ‘<,ay
Proposed Repair Area R2 Located outside or just on the fringe of
the FEMA 500-year Flood Zone (2013) per Nash County Govt. GIS
Google Earth
Page 10 of 11
1-�[•� Image Date: 11/3/2014 35°59'03.89' N 77°55'54.02" W elev 138 ft e e alt 298 ft •

5,320-sq.ft. (0.12-acres) = Repair Area R2
(additional area to Repair Area R1, if needed)
Lat 35°59'4.24"N
Long 77°55'54.97"W...
Lat 35°59'3.89"N
Long 77°55'54.58"W
5,320-sq.ft. (0.12-acres) =
Repair Area R2 (additional
area to Repair Area R1, if
needed)
Page 11 of 11
Latitude/Longitude coordinates provided are not considered equal to the
precision/quality/certification by a Registered Land Surveyor (RLS); coordinates obtained
using smartohone GPS software (accuracy of signal: - 3 meters)
Property Line based on colored flagging
or iron pipe by property owner
Unsuitable
Unsuitable
"`-
Unsuitable
Lat 35°59'4.58" N
Long 77°55'53.61"W
Iron
Pipe
Unsuitable
Property Line based
on colored flagging
or iron pipe by
property owner
Lat 35°59'4.00" N
Long 77°55'53.21"W
Proposed Repair Area R2 Located outside or just on the fringe of
the FEMA 500-year Flood Zone (2013) per Nash County Govt. GIS
Googfe Earth
Imagery Lae: 11,; 3.2014 35059'03.89' N 77°55'54.02" W eiev 138 ft eye aft 298 ft a