20180990 Ver 1_AWT Reply to USACE Comments_20190129

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Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
January 29, 2019
MEMORANDUM
TO: Mr. Andy William, USACE
FROM: Ms. Julie Davidson, Agriwaste Technology
Mr. Steve Gould, Ridgemont Subdivision (applicant)
SUBJECT: Reply to Comments from USACE for 404 Permits for Stream Crossing-Ridgemont
Subdivision
The following are comments made by the USACE and AWT's reply in regards to the 404 permit needed
For the stream crossing to access lots 23 and 26 in Ridgemont Subdivision in Franklin Co., NC. AWT's
reply is shown in blue.
1.Proposed impact amounts cannot be determined based on the submitted Pre -
construction Notification (PCN) and attached plans. The PCN (Page 6, Section
3. Stream Impacts) lists two (2) impact sites. S1 for 64 linear feet and S2
for 64 linear feet. Section 3i. states the total permanent stream impacts are
128 linear feet. However, the plans only indicates one crossing located
between lots 23 and 26, leading to lots 24 and 25. Please clarify the correct
number of crossings and/or correct Page 6 of the PCN and/or provide
additional plans for the second crossing.

There is only one stream crossing. Therefore, there is only one impact site for this
project.
2. Please provide a profile drawing of the proposed crossing(s). The drawing
should indicate that the proposed culvert will be place in accordance with
Section 3.6 of the Wilmington District Regional Conditions, which states,
"culverts 48 inches in diameter or less shall be buried to maintain aquatic
passage and to maintain passage during drought or low flow conditions, and
every effort shall be made to maintain the existing channel slope". Your
current plans do not indicate the proposed burial depth of the culvert.
Please see Attachment 1 for details.
3. The map labelled Project Site maps states the stream crossing is not to
scale. Please provide this set of plans that is to scale.
Please see Attachment 1 for details.
4. In previous cases where we have permitted shared driveways, applicants
have re-applied and stated that they were unable to sell lots with shared
driveways. Please provide some documentation from the current developer
stating the lots with a shared driveway can be sold without adding any
additional crossings.
There will be no further driveway crossing requests for these properties. The buyers will
have a shared driveway agreement that will be placed in the deed. This is per developer
Steve Gould.
5. The map labelled Tar Pamlico Buffer Impact Map states, "if a dissipater
pad is installed at the downstream end of the pipe, it will be 24' long, 8'
wide with 36' of 20' Class B rip rap. The PCN and plans do not indicate a rip
rap dissipater pad. Please clarify if a dissipater pad will be installed. If
so, please indicate the impacts on the PCN and provide plan view and profile
plans/drawings indicating the dissipater pad. Please be aware that the
project must be designed to meet general condition #2, Aquatic Life Movement.
This conditions states all permanent and temporary crossing of waterbodies
shall be suitably culverted, bridged or otherwise designed and constructed to
maintain low flows to sustain the movement of those aquatic species.
Typically, dissipater pads are constructed so the top of the rip rap is even
with the existing streambed on the outlet side of the culvert, in order to
comply with general condition #2.
Please see Attachment 2 for detail.
6. The PCN indicates that the stream(s) to be crossed are perennial.
Typically, during installation water within the stream will be diverted
around the construction site. As such, temporary fill and/or a temporary
diversion channel is placed so that work would occur in the dry. Please
provide plans and/or modifications to the PCN and/or drawings, indicating how
the crossing(s) will be constructed in the dry.
Please see Attachment 3 for details.

7. Please indicate if there are any other culverted stream crossings located
within the completed portion of the Ridgemont Subdivision (lots 1-23 and lots
26-35).
There are no other culverted stream crossings for this project. There is just one
culverted crossing planned.
Additional information that will be helpful in expediting the review of this
permit application is as follows:
8. Please provide pictures/routine wetland determination data/NCDWR stream
forms for the sites numbered 1-3 on the attached map.
See Attachment 4 for wetland/stream ID sheets and pictures. Additionally, I have
included a revised version of your map with the sites numbered on it. The wrong project
area was marked. I have circled the correct project area and included wetland evaluation
areas 1 and 2. These areas match the wetland data sheets.
Also, I have attached the buffer determination sheet received by the DWQ
9. Please provide a description of the stream habitat and/or mussel survey
information at the proposed stream crossing and/or any information regarding
potential mussel habitat (Dwarf wedgemussel, Tar River spinymussel) at the
proposed crossing(s) location. This information will be used to inform the
Threatened and Endangered Species affect determination for Section 7 of the
Federal Endangered Species Act. The Nationwide permit verification for this
project cannot be finalized until Section 7 consultation is complete.
Please see the Endangered Species Review. See Attachment 5

Attachment 1
Stream Crossing Details

DISSIPATO D
SEE SCHEDULE
HW#1
FOR DIMENSIONS
_
Sta. 5+7249 n� HW#4 —
Rim: 319.93 \ Sta. 5+66.94
Inv. In: 301.00 _ I im: 06.6,5- \
Inv. Out- I In:
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STREA IMC NCRETE
PACTS: C C PIT
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1,136 SF / CLEARING LIMITS
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Inv. Out: 310.00 ► .
INSTALLATION NOTES:
1. Culverts 48 inches in diameter or less shall be buried to maintain
aquatic passage and to maintain passage during drought or low flow
conditions, and every effort shall be made to maintain the existing
channel slope.
2. Culverts shall be buried 20% of their nominal diameter below
stream bed. 48" culvert shall be 9.6" below stream bed. 18" culvert
shall be 3.6" below stream bed. Field verify inverts. Notify engineer
of any required adjustments based on field staking.
3. Dissipator pad shall be constructed so the top of the rip rap is even
with the existing streambed on the outlet side of the culvert.
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Attachment 2
Dissipater Dad Information

INSTALLATION NOTES:
1. Culverts 48 inches in diameter or less shall be buried to maintain
aquatic passage and tmaintain passageduring drough or ow flow
conditions, and every 1-ffort shall be made to maintain the existing
channel slope.
2. Culverts shall be b ied 20% of th minal diameter below -
stream bed. 48" culvert shall be 9.6" below stream bed. 18" culvert
shall be 3.6" below stream bed. Field verify inverts. Notify engineer
of any re uir d adjustrnents based on fi Id staking.
3. Dissipator ad shall The const ucted so Ithe top olf the rip rap is eve
with the existing streambed on the outlet side of the culvert.
PV1 STA. 5+85.00
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SITE AREA DESCRIPTION
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SITE AREA DESCRIPTION
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SITE AREA DESCRIPTION
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DIRECTION 18'
HARDWARE CLOTH
ON WIRE FENCE
PLAN VIEW
FENCE POST
NLm:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE 15 A COW AREA, USE
ASA REPAIR OF SILT FENCE FAILURES,
1 STEEL FENCE ;;?!,AT!;"
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Notes
1. La is the length of the riprap
apron.
2. d =1.5 times the maximum
stone diameter but nD1 less
than 6
3. In awell-defined channel ex-
tend the apron up the channel
banks to an elevation a1 6'
above the maximum tailwater
depth or to the top of the bank,
whichever is less.
4. A filter blanket or filter fabric
should be installed between
the riprap and soil foundation.
STANDARD DISSIPATOR PAD
NO SCALE
Excavate channel to design
Over -lop 6" min. grade and cross-section
+J Design depth
Longitudiral
'14
anchor trench
Overcut channel 2" to a a
during seedbed preparatic
Typical installation
with erosion control
blankets or turf
reinforcement mats
Intermittent check slot Longitudinal anchor trench
5hingle-lap spliced ends or begin new
Prepan
installi
tempi
NOTES:
1. Design velocities exceeding 2 ft/sec require temporary blankets, mats or similar liners to protect
seed and sail until vegetation becomes established,
2. Grass -lined channels with design velocities exceeding b ft/sec should include turf reinforcement
mots
EROSION CONTROL BLANKET
INSTALLATION DETAIL
NO SCALE
LINE AND SYMBOL LEGEND
SFO SILT FENCE OUTLET
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(ft)
00
(rrin)
(inftr)
(ds)
(ds)
(Rift)
(in)
tiny (Rlsec) 00 (ft)
(ft)
(ft)
(in)
tin)
(ft)
eft)
{ft)
(ft) (EL)
(EL) (ft)
FVA2 48.75
2,470
140
10
7.13
0.30
104.3
104.3
0.0426 0.0130
324
48 23.5 94.00 305.00
NA
HIl41
301.00
20
35
3
8
24
1.45
5.80
306.80 326.00
325.30 18.50
HIM 226
970
104
5
8.32
0.30
5.6
5.6
0.1069 0.0130
9.1
18 19.4 84.20 310.00
NA
Fid M
301.00
6
18
3
3
9
0.95
1.43
302.43 326.00
325.30 2287
Horizontal Scale
0 50 100 150
Vertical Scale
0 5 10 15
z
Cn O
Z U
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<z
z0
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J0
W LL
F-
0
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Attachment 3
Work Around Drawing

HW#1 \
Sta. 5+7219
Rim: 319.93 \/
Inv. In: 301.00
Inv. Ou
DISSIPATOR PAD
SEE SCHEDULE
FOR DIMENSIONS
HW#4 CLEARI ITS
Sta.5+66.94
llm: 06. / SILT FENC
In: CONC ETE
Pi. 0/ WASH IT
I /
/8" F li M I
CONSTRUCTION
NCE
J -
12iin�32�:47
Inv. Out: 305.00
6" SUCTION
ENERi' I)ISSIPilli
k
DEVVTERINCE DEVICE
k, T-
NP;i Ii TO A1,101 OFA ALL
}LJb,7 "La AND PI aC5 SE-CLl ?L -LY
9
f
C'•J4"� � ti � � {
00
r� IMPERV Q 101 1
� � r w4�GTIC'f,III��
-Dry OF Bee%li y
fr` I ffl!'t il-wi l iL
L
i
IVYili ARF,A
NCDEQ STREAM DIVERSION DETAIL
NO SCALE
Specification Data
ACDEU Priming Assisted Centrifugal Pump
Diesel Engine Driven
Aut
SUNBELT Quiet FIowTM Sound Attenuated Pump
RF.I.f n
F•11. -M .F VU{{'ISK
SP.RYI['P.$ Size 12" x 12"
2003 Rental
Soultions Guide
PAGE 4&5
PUMP SPECIFICATIONS
Capacity of Pump in U.S. Gallon
Total Head
per Minute (GPM) at Continuous
Casing: Gray Iron No. 30. Maximum Operating Pressu re 71 psi
and includes a Nitrile tube
P.S.I.
Feet
performance
50.0
115
1550
1550
1550
1550
1550
43.4
100
2500
3200
3200
3200
3200
34.7
80
3100
4300
5000
5300
5300
26.0
60
3200
4400
5200
5800
6300
17.3
40
3350
4500
5300
5950
6500
8.7
20
3500
4650
5400
6000
6500
Suction Lift
25'
20'
15'
Liquid Level Controls: (Plug and Play) Single and Double Float Controls
Panel Includes: Tachometer, Hourmeter, Coola
2003 Rental
Soultions Guide
PAGE 4&5
PUMP SPECIFICATIONS
Snap-Tite Discharge Hose
Size: 12" x 12" (305 mm x 345 rnm) Flanges.
features a "lay -flat" design
Casing: Gray Iron No. 30. Maximum Operating Pressu re 71 psi
and includes a Nitrile tube
(5 kglcrn?)."
and cover coupled with , • •
Enclosed Type, Three Vane Impeller: Ductile Iron No. 60-40-18. Handles
PA12A60-B-6068T SHOWN
3" (76 mm) Diameter Spherical Solids.
end (male x female), with ;r '
Impeller Shaft: Stainless Steel No. 17-4 PH.
Replaceable Wear Rings: Impeller -Ductile Iron No. 80-60-03.
two stainless steel band
Suction Head - Bronze No. C83600.
rr/' RNINGI
Seal Plate: Gra y Iron No. 30.
(2" and 3" I.Q. hose has only one band clamp at each end)_
Bearing Housing: Gra y Iran No. 30.
Do not use in explosive atmosphere or for pumping
Seal: Mechanical, Oil -Lubricated, Double Floating, Self -Aligning. Silicon
volatile flammable liquicis.
Carbide Rotating and 5tationaryFaces.Stainless Steel No.3165tationary
Seat. Fluorocarbon (DuPont Vitd►'r or Equivalent) and Buna -N E las to-
155.0890
mers. Stainless Steel No. 18-8 Cage and Spring. Maximum TemperatuENGINE
SPECIFICATIONS
of Liquid Pumped 160F (71_C). q
Model: Jahn Deere 6068T "Power Tech'.
"Consult Factory for Applications Exceeding Maximum Pressure andlor
Type: Six Cylinder, Four Cycle, Turliharged, LiqUi 11
Temperature indicated.
Cooled Diesel Engine.
Shaft Sleeve: Stainless Steel No. 304.
Displacement: 414 Cu. In, (6,8 liter).
Priming Chamber: Gra y Iron No. 30.
Governor: Mec hanical.
Discharge Check Valve: Gray Iron No. 30 Housing; Buna-N Flapper.
Lubrication: Forced Circulation.
Radial Bearing: Single Row Roller.
Air Cleaner? Dry Type.
Thrust Bearing: Open Double Ba II.
Oil Reservoir: 20 U.S. Qts. (19 liter) Dry;
Bearing Lubrication: Oil.
19 U.S. Qts. (18 liter) Refill.
Flanges: Gra y Iron No. 30.
Fuel Tank: 320 U.S. Gals. (647 liter).
Gaskets: Vegetable Fiber, Resistant Sy nthetic Rubber, and Cork.
Full Load Operating Time: 52 1
0 Rings: Buna-N.
Starter: 12V EI Pct ric.
Hardware: Standard Plated Steel.
Standard Features: Low Oil Pres SUFeand High Coolan
Bearing and Seal Cavity Oil Level Sight Gauges.
Temperature Safety Shut Down Switches. Instrume t
Liquid Level Controls: (Plug and Play) Single and Double Float Controls
Panel Includes: Tachometer, Hourmeter, Coola
20
Temperature Gauge, Oil Pressure Gaug e, Verni
*50 Ft. (15 m) Standard Length; 150 Ft- (4Sm)Maximum; Specify Length at
Throttle Control, On/Off Key Switch, and Ammet
Time of Order.
Mufflerw/Guard and Weather Cap. Mechanical,
Standard Equipment. HoistingBail. Skid Base (Environmental Skid),
Oil -Lubricated Seals allow running dry continuously
JOHN DEERE PUBLISHED PERFORMANCE:
Strainer. Gear- Driven Air Compressor.
Maximum Continuous BHP 153 (114 kW) (@ 2500 RPM
Optional Equipment: Battery.
Maximum Dynamic BHP 170 (127 1 LR 2500 RPM
THE GORMAN-RUPP COMPANY
MANS FIELD , OHIO
It0111t1MNiP GORMAN-RUPP OF CANADA LIMITED ST, THOMAS, ONTARIO, CANADA
PUMPS Specikaticns 5ubjectto Change WOW Notice Printed in U.S.
DIVERSION PUMP DETAILS
NO SCALE
W
'L
0
1n
U
U
CL
a
HOSE AND FITTINGS SPECS FOR LATERAL PUMPING SYSTEMS
Kanaflex Suction Hose is ideal for heavy-duty fluid handling)
Snap-Tite Discharge Hose
applications. It is very durable and lightweight, constructed of
features a "lay -flat" design
corrugated PVC hose with smooth bare coupled galvanized
and includes a Nitrile tube
RaLler-type fittings at each end (male x fen ie},
and cover coupled with , • •
with two spiral bolt clamps at
Bauer -type fittings at each a a
each end. Each hose includes
end (male x female), with ;r '
closure, bail, socket, and ring.
two stainless steel band
Hose Strainers are also
clamps and one T -Bolt clamp at each end
available for each size of hose.
(2" and 3" I.Q. hose has only one band clamp at each end)_
LD.
Lemig
SUCTION!
Max. PSI
6larneter
Cat -Class
2'
to
50
11 Its.
155.0875
r
20'
so
18 Its.
155-0880
Y
10'
50
1911
155.0885
r
21Y
50
31 Its_
155.0890
f
16'
40
33161.
155-0895
r
26
40
50 Its.
155.0900
6'
16'
35
71 Its.
155.0965
6-
20•
35
1i9 its.
155.0916
r
fly
30
99 lbs-
155.0915
a'
26'
30
155lbs.
155-1020
16'
fly
20
151 Its.
155.6925
12'
19
20
294 its.
I 155 0930
Note: 12" siictian)lose 1S Y8Ci1dY1T ruUxr,, not CLIraga1W PVC
Bauer -Type Carnlack
Fittings
Fittings
Sunbelt Rentals offers an extensive inventory of Bauer -Type
and Camlock fittings to adapt hoses and piping to existing
customer installations.
tD.
Length
Max. PSI
6larneter
HOSE STRAINERS
vmght
Cat -Class
2`
2 IDS_
155-M n
r
2 IDS.
155.0940
a"
3 Ds.
155-4945
6
7 K
155.0950
8
9 1
155.0955
10'
31111
1$5-0964
12'
42 rbs_
155.0965
Bauer -Type Carnlack
Fittings
Fittings
Sunbelt Rentals offers an extensive inventory of Bauer -Type
and Camlock fittings to adapt hoses and piping to existing
customer installations.
tD.
Length
Max. PSI
Weigh
cal -class
2"
50'
160
21165.
153.0975
3"
59
100
39165.
155-M
4"
25'
1W
35105.
155A9115
4"
50'
100
5516s.
155.0990
6"
25'
75
58165.
155-rf995
6"
5e
75
90 lbs.
155.1000
8"
25'
50
98 lbs.
155.1065
s"
50'
50
168 lbs.
155.1010
JVaie: Lay -Flat dscharge hose is ivl 5atabk, foihf7 i -pressure
appkaoons such as forcemain sewer bypasses.
Wilcox Composite Hose is designed for high-pressure
applications such as forcemain sewer bypasses. It is also
chemical resistant, flexible, and lightweight. Each hose is
coupled with steel, full -face flanges.
Note. 12" hose Wed obwe is high-pressue mbar (not l iicox).
DIVERSION PUMP DETAILS
NO SCALE
SUNBELT
RENTALB
PUMP & POWER
SERVICES
Pump Elevation
310 ft
Suction elevation
305 ft
Discharge elevation
I D.
Length
Max_ PSI
might
W-C4'tss
4-
10'
250
105165.
155-10M
4-
2a
250
16016s.
150035
6"
11
250
145165,
155-1040
6-
29
250
220 IDS
155.1045
8"
10'
250
2271D5.
1511150
8"
20'
250
346165,
155-1455
1
12"
1U
150
525 IDS.
1,; -_i W
Note. 12" hose Wed obwe is high-pressue mbar (not l iicox).
DIVERSION PUMP DETAILS
NO SCALE
SUNBELT
RENTALB
PUMP & POWER
SERVICES
Pump Elevation
310 ft
Suction elevation
305 ft
Discharge elevation
301 ft
Suction pipe
6 in
Suction length
30 ft
Discharge pipe
8 in
Discharge length
100 ft
Suction static head
5 It
Discharge static head
-9 ft
Pump flowrate
500 gpm min
N
1500 gpm max
DIVERSION PUMP DETAILS
NO SCALE
Graphic Scale
20' 0' 10' 20' 40' 80'
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Attachment 4
Wetland Datasheets
Pictures
Buffer Determination Sheet by DWQ

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Ki dA6YrwrtA City/County: �� /) Sampling Date:
Applicant/Owner: 6 iGV ('7,su C State: N C Sampling Point: j
Investigator(s): STPD' k,5 I Section, Township, Range:
Landform (hillslope, terrace, etc.):Local relief (concave, convex, none): Slope (%): 'yS
Subregion (LRR or MLRA): f Lat: 3 4S ,<,030L/ Long:-&. 5-01213S-2 S W ?- Datum: SP �f �L
Soil Map Unit Name: NWI classification:.no+ i dt&,f t -J
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No,","' (If no, explain In Remarks.) /
Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances' present? Yesy No
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No ✓ Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No V
Wetland Hydrology Present? Yes No ✓
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (66)
_ Surface Water (Al)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (610)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
_ Water Marks (61)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (82)
_ Recent Iron Reduction In Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (63)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (64)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (132)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
_ Water -Stained Leaves (B9)
_ Microtopographic Relief (134)
_ Aquatic Fauna (1313)
_ FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes
No `/ Depth (Inches):
Water Table Present? Yes
No �_ Depth (inches):
Saturation Present? Yes
No _vl Depth (inches):
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
�U--
L�
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: L (7,� C� ) ° Cover Species? Status
2.j�} j I.tli U G —+-
3.DYn6 m
4.
5.
= Total Cover C�
50% of total cover: O�a,) 20% of total cover: /
Sapling Stratum (Plot size: -4 0. 57 C 6 )
3. _ 0_ -
-3 = Total Cover
50% of total cover: j) 20% of total cover:
Shrub Stratum (Plot size: 0 . 5 d e_ )
2.
3.
4.
= Total Cover
Samplinq Point:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 3 (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species '
That Are OBL, FACW, or FAC: Q " 1 (AIB)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species_ x2=
FAC species '� �i x3= V
FACU species ? x4= 1-4 a
UPL species x5=
Column Totals: (A)2 (B)
Prevalence Index = B/A = 3 , �7-
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 -Prevalence Index is 53.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
50% of total cover: 20% of total cover:
Plot size: �-�. i �G Tree -Woody plants, excluding woody vines,
Herb Stratum
( ) approximately 20 ft (6 m) or more in height and 3 in.
n p �f1LLr (7.6 cm) or larger in diameter at breast height (DBH).
8.
iE
_ = Total Cover
50% of total cover: _ G 20% of total cover:_
Woody
�Vine Stratum (Plot size:
1.-a�,' ,Qy� - �c) f�F� 6, P�
2.
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb - All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
Hydrophytic
_ = Total Cover Vegetation %
50% of total cover: L 20% of total cover: 2 • (I Present? Yes No Y
Remarks: (Include photo numbers here or on a separate sheet.)
I-<� �, z- = '-41 1 Dom, l / hob S
FARtP.m Mnunt ins and PiPdmnnt - Version 2.0

SOIL
l
Sampling Point:
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
finches) Color (moist) % Color (moist) % Type Loc Texture Remarks
�-5 o yRz S-/,IL5 LFS
S- /9 s -s 0/11)
ILs7-✓ SaX
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 21-ocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Dark Surface (37)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
_ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if
/obsrved):
Type: �9r+avcf �/rX
Depth (inches):
Hydric Soil Present? Yes No�
Remarks:
/I/o �yalric Ys. �GZI�Y! 4e�`y //%L'/52W.
�" �e-�` � �d ri Clio✓e �r'�yvtvt �.�7a-s'1n`�•' � 1��
{erns
beech
I/'eci
ireenbrier
Vl r 4"1.,., Cv'eye'r^
Xa oil%4 fie, Grud� ati- ��
Guc,c,ML, __ I'UlQ�rw�ti�
4• r;�,,,,t 174)1
1 'G Ixlebd
US Army Corps of Engineers Eastern Mountains and Piedmont— Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: P eiyi.- ?t City/County: { YlAlk6 n Sampling Date: 4� :�-
Applicant/Owner: 5kyt.- Cs', J State: ML Sampling Point: aD 9
Investigator(s): PPS. kms. �i?1 Section, Township, Range:
Landform (hillslope, terrace, etc.):SI' < s(s p� Local relief (concave, convex, none): Slope (%): S
Subregion (LRR or MLRA): L Lata.l �tn'aot4 u a 35-1 Long: ✓ZK.`5�«� �j 8100 Datum: JO,ce, nim
Soil Map Unit Name: WLI kf-- iJ kAe—rCQZ NWI classification: i'I,oj- •rd(rtfiE-2
Are climatic/ hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are 'Normal Circumstances' present? Yes No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes No
Remarks:
5u P I `mow, fi q tz- 9 qb
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_ Surface Soil Cracks (136)
_ Surface Water (Al)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (610)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (616)
_ Water Marks (61)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
Drift Deposits (B3)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (64)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (65)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
_ Shallow Aquitard (D3)
_ Water -Stained Leaves (69)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (613)
_ FAC -Neutral Test (135)
Field Observations:
Surface Water Present? Yes No
Depth (inches):
Water Table Present? Yes No
Depth (inches):
Saturation Present? Yes No
Depth (inches):
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring
well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: G 0 �Q C� ) % Cover S ecies? Status
1. kf-d ()1ro lc, ?-J FAc-
2. iN N' r. da L 10 fA-(tx-
3.f%iC,IC0M - Sl &Akt- �rdttL
Total Cover
50% of total cover: JD 20% of total cover: 1A
Sapling Stratum (Plot size:
1. fbYtl bt-a-n G
2. POW1 ' iLn Rn L I - - �— v F:C,U.
3.
I S = Total Cover
Sampling Point:
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species lr
That Are OBL, FACW, or FAC: 1 (A/B)
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x2=
FAC species
x3= Ld
FACU species l'
x4= 3b D
UPL species
x 5 =
Column Totals: Ta-
(B)
3 "!
Prevalence Index = B/A
= .
50% of total cover: 20% of total cover: — 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: C 0 2 - Dominance Test is >50%
1 — 3 - Prevalence Index is s3.0'
2 — 4 - Morphological Adaptations' (Provide supporting
3. data in Remarks or on a separate sheet)
—
4. Problematic Hydrophytic Vegetation' (Explain)
5.
'Indicators of hydric soil and wetland hydrology must
6. be present, unless disturbed or problematic.
= Total Cover
50% of total cover: 20% of total cover:_
Herb Stratum (Plot size:
1- Lbn s -f rr-" 41.-, Lb
3.
7.
8.
9.
10.
11.
0 =Total Cover
50% of total cover: 20% of total cover:
-
Woody Vine Stratum (Plot size:
of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb - All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
Hydrophytic
/ 10 = Total Cover 9Vegetation
50% of total cover: J 20% of total cover: Present? Yes No
Remarks: (Include photo numbers here or on a separate sheet.)
Sem ,0 ,z *f — — -I,�-" p tL--tt to ��-(✓S
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Description: (Describe to the depth needed to document the indicator or confirm the
k C/q /a�g
Sampling Point_
Depth
�inches _
0-1
Matrix
Redox Features
Texture Remarks
L PS
Color moist
Ion Y 4
% Color (moist) % Type Loc
1
4-19
7.5yj2s4
cbo
rsL,
1 -Zo 7. S��sq /o o
�2v -z /a Y2 S/19 �oYf� Q/ zo �o (s frr�r%s
nc-r{{�n �3T �tr'eG�w �2po�S'�'t — Ytb'�' rec�a�C basea�•
�grSl- �'l�urc,� ager: 25-3 jou
LFs_1 y2 ! YZ ��
l�6 uKli72Ss �nd�cQ�r�B
D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Hydric Soil Indicators:
Histosol (Al)
` Histic Epipedon (A2)
Black Histic (A3)
_ Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
_ Thick Dark Surface (Al2)
_ Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
_ Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
_ Stripped Matrix (S6)
Restrictive Layer (if observed):
Type:
Depth (inches):
sail2e as � /
_ Dark Surface (S7)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
` Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Gleyed Matrix (F2)
` Depleted Matrix (F3)
Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (1713) (MLRA 136, 122)
Piedmont Floodplain Soils (F19) (MLRA 148)
_ Red Parent Material (F21) (MLRA 127, 147)
f7e e 9 �i f aha ve S- '-Pf5l m
Indicators for Problematic Hydric Sol
2 cm Muck (A10) (MLRA 147)
_ Coast Prairie Redox (A16)
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes Noy
US Army Corps of Engineers Eastern Mountains and Piedmont— Version 2.0

- IA'
)6c
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A
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W_
414

i
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Picture S -Sample 2 Upper Canopy
Picture 6 Sample 2 Location/Saplings/Herbs

Project Coordinates: SAW -2018-01618 Project Area N
36.135791 N, -78.501916W (Ridgemont, LLC/Ridgemont Subdivision)W E
Point #1 36.136452 N, -78.501235 W NC State Plane Ft S'
a
Ar MkAw-
I 1
_ SAW -2018-01618 t
1 •
2
r• -
,r # t
3
r
.7
M �
r
Legend
USA Topo Maps Copyright:© 2013 Nation Geographic Society, i -cubed, NC Counti /, N cCGIAC OneMap,
US EPA
0 500 1,000 2,000 '
Feet
Reviewed on: U.S. Army corps
Date: 8/10/2018 of Engineers@

Water Resources
ENVIRONMENTAL QUALITY
July 25, 2018
Ridgemont LLC -
Attn: Steve Gould
833-A Wake Forest Business Park '
Wake Forest, NC 27587
ROY COOPER
Governor
MICHAEL S. REGAN
Secreta y
LINDA CULPEPPER
Interim Director
Subject: Buffer Determination Letter
TPBRRO #18-239
Franklin County
Determination Type -
Buffer
Intermittent/Perennial
❑ Neuse (15A NCAC 2B .0233)
Start@ .
® Tor -Pamlico (15A NCAC 2B .0259)
F1 Intermittent/Perennial Determination (where local buffer
USGS
To o
ordinances apply)
❑ Jordan (15A NCAC 213 .0267)
(governmental and/or interjurisdictional
Throughout
projects)
Project Name:
Address/Location:
Stream(s):
Ridgemont
End of Naxos Way, Ridgemont Subdivision, Franklinton, NC
UT to Middle Creek
Determination Date: July 24, 2015
Staff: Stephanie Goss
Stream
E/I/P*
Not Subject
Subject
Start@ .
Stop@
Soil
Survey
USGS
To o
A
X
Throughout
X
*EIIIP = Ephemeral/Intermittent/Perennial
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of
Franklin County, North Carolina and/or the most recent.copy of the USGS Topographic map at a 1:24,000 scale.
Each stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present.
Streams that are checked "Subject" have been located on the property and possess characteristics that qualify it to be
at least an intermittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to; the US Army Corps of Engineers.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DVM may 'request a determination by the Director. An
appeal request must be made within sixty' (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing._ If sending' via US Postal Service: 'c/o Karen Higgins,
DWR — 401 & BufferPermitting Unit; 1617 Mail. Service Center; Raleigh, XC 2 7699-1617. If sending via
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.oig/web/wd/ops
1628 Mail Service Center; Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Ridgemont
Franklin County
July 25, 2018
Page 2 of 2
delivery service (UPS, FedEx, etc.): Karen Higgins; DWR — 401 & Buffer Permittinn Unit; 512 N. Salisbury
Street, Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, unless an appeal is requested within sixty
(60) days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this rminati n, please feel free to contact Stephanie Goss at [phone].
Sin rely,
Danny Smith
Supervisor, ter Quality Regional Operations Center
cc: RRO DWR File Copy
Julie Davidson via e-mail at jdavidsonAat riwaste.com

wtv
g� *� r e
rC
18-239: Ridgemont
41�
Stream A: Subject
i
► R
�i7.
.egend:
Approximate project boundary:
54,411h,
Map provided by NCDEQ
Division of Water Resources
Locations are approximate
and are provided for
reference only ::

18-239: Ridgemont
Stream A not 4-jc
depicted on map
)9,-78.5072
5TA1Fo.
J
Map provided by NCDEQ
Division of Water Resources
Legend: FM y
Locations are approximate
-Approximate project boundary:- y
✓ I'
d 'V
and are provided for
reference only ::

ANVr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem St. Suite 203
Apex NC 27502
P: 919.859.0669
www.agriwaste.com
Project Site Soils Map
Ridgemont Subdivision
Steve Gould
Franklin Co., NC N
IMPORTANT NOTES:
1. Stream Crossing is not to
scale.
2. This stream is an un -named
tributary to Middle Creek.
3. This driveway crossing is
proposed to impact - 64
linear feet of stream.
4. This project is located in
Floodzone ID X which
means it is not inside a
100 yr. floodplain.
5. This project is necessary to
gain access to lots 24 and 25.
It is intended to be a shared
driveway for these lots.
6. The planned shared driveway
is designed as a DOT Q25 with
headwalls to minimize impacts.
7. CAD drawing was provided
by Cawthorne, Moss, and Panciera,
P.C. Professional Land Surveyors
DrawnDavidson
eviewed By: Jeff Vaughan
_
�• fI'. , - - �'t y i' = - _`_ - _"c 1W -
7.
,,..- '�_• ,J -
UUU Sig ft
1� !a irr _. ,♦� , ' , � ���+i S L=. a+ ,�l �l� •1 �- 'V`">.,F f ..'�'• -r- PA
�3;A14:sq•f �0;38�'g�y,�/♦��'fr i —
1 . I r ll. '/ F`� ., °4 ° V a i 4 \ t � ' 7 �' V\! -_Ay •` 0 �98', `-''-� }Vt I $
eti /+/ '��{ - - i `,:r�♦� y t .`,ica= v q i° �u,te'xtu - _IJU} '.,�ji t3�.a�
�'fJerJ.90
M w°�l'Iff,a,e (i! - �• :.. �,>Q,�¢
.y„• 45 � C
Al' V. !'• ;�J�,
i 1 +p�, qtr ` �,�� �• �"tR °'^`y, '�..�e�" � � y
910
9 i✓ � � 1 • r
C3rg�5.Sq?� t %-•
01
rc'` t _/ , a y.f l :k' ' if ,�4 �w.� � �� .�� y � � / � • � � _ ��•'�i^4���.
4r t t '°` r?*,\ ti .3 ��a. --1 \ ai.' �4 �•• ' f —� � n• "�• - -
39,OQCr SOL
a4 a0., ij, t 4/ 0.,746 ° '1 .689,' A .-
�g3 6%Qr� s�13
� .�
`,EVA
V.
• �/ .; jfy ..yam �_ f / ♦ y' i 1 f ` .. 76 S. AC,
Ji` ,
.. ...-.
AIR
Legend a alp' >'
Stream Crossing v (D Parcel
4r
Soil Types Web Soil Surve _ - '
yp y� i J F' / ` ; :'r 45 90 x180 7 270 360
t t , .;,� . Fee f-
-tib' '.. t
Mformi sis
—This map was created for proposed planning purposes only. It is not intended to be used as a plat or survey map of any type.—

Agri -Waste Technology, Inc.
501 N. Salem St. Suite 203
Apex NC 27502
P: 919.859.0669
www.agrimste.com
Project Site
USGS Topographic Map
Steve Gould
Franklin Co., NC N
IMPORTANT
1. Stream Crossing is not to "PD
scale.
2. This stream is an un -named
tributary to Middle Creek.
3. This driveway crossing is
proposed to Impact - 64
linear feet of stream.
4. This project is located in
Floodzone ID X which
means it is not inside a
100 yr. floodplain. -
5. This project is necessary to
gain access to lots 24 and 25.
It Is intended to be a shared
driveway forthese lots
6. The planned shared driveway
is designed as a DOT 025 with
headwalls to minimize impacts.
7. CAD drawing was provided
by Cawthome, Moss, and Fancier
P.C. Professional Land Surveyors
A'
{{
Y.
a�
f `l �•
� 1
.if ♦ �1
1
'z lex..
A,
.. b..
SI"E DATA
62.5 125
-500
250 375
Fa
-- This map was created for proposed planning purposes only. It is not intended to be used as a plat or survey map of any type.—

Julie Davidson
United States Department of the Interior
Agri -Waste Technology, Inc.
501 N. Salem St., Suite 203
Apex, NC 27502
FISH AND WILDLIFE SERVICE
Raleigh ES Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
October 9, 2018
Re: Ridgemont Subdivision — Franklin County, NC
Dear Mrs. Davidson:
This letter is to inform you that the Service has established an on-line project planning and
consultation process which assists developers and consultants in determining whether a
federally -listed species or designated critical habitat may be affected by a proposed project. For
future projects, please visit the Raleigh Field Office's project planning website at
https://www.fws.gov/raleigh/pp.html. If you are only searching for a list of species that may be
present in the project's Action Area, then you may use the Service's Information, Planning, and
Consultation System (IPaQ website to determine if any listed, proposed, or candidate species
may be present in the Action Area and generate a species list. The IPaC website may be viewed
at https://ecos.fws.gov/ii)ac/. The IPaC web site contains a complete and frequently updated list
of all endangered and threatened species protected by the provisions of the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 et seq.)(Act), a list of federal species of concern' that
are known to occur in each county in North Carolina, and other resources.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
' The term "federal species of concern" refers to those species which the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and their designation does
not necessarily imply that the species will eventually be proposed for listing as a federally endangered or threatened
species. However, we recommend that all practicable measures be taken to avoid or minimize adverse impacts to
federal species of concern.

evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes.
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
With regard to the above -referenced project, we offer the following remarks. Our comments are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.
Based on the information provided and other information available, it appears that the proposed
action is not likely to adversely affect any federally -listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if. (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not considered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action.
However, the Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down -gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.
The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a
copy can be found on our website at (http://www.fws.gov/raleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
2

We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation (if necessary).
We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species' lists. If you have any questions or comments, please contact John Ellis of this office at
[phone] ext. 26.
Sincer ly, /
W
to Benjamin
Field Supervisor

Attachment 5
Fish Wildlife Service Section 7