19931059 Ver 1_More Info Received_20071217

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DAVIS-MARTIN-POWELL 8c ASSOCIATES, INC.
ENGINEERING LAND PLANNING SURVEYING
6415 Uld Plank Road, High Point, NC 27265
[phone] • Fax [phone] • www.dmp-inc.com
TRANSMITTAL
Date: December 13, 2007
To: Division of Water Quality Re:
Attn: Amy Chapman
2321 Crabtree Blvd, Suite 250
Raleigh, NC 27604
We are sending you attached the following items:
^ Shop Drawings ^ Samples
^ Prints ^ Specifications
^ Plans ^ Disk
w3- ~o~q v2
Larco Construction
E4033
^ Copy of Letter
^ Other
# Copies Drawin # Description Dis osition
1 General Major Variance Application (original)
2 General Major Variance Application (copies)
3 Site Map
3 Vicinity Map
3 ECS report
3 storm drainage/erosion control calculations
Remarks:
Please accept this package for your review. Please contact Eddie MacEldowney or
myself in our office with any questions or comments. Thank you.
Lisa Meadows, EI
c: File
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OFFICE USE Of~SLY: Date Received _ Request #
State of Norih Carolina, Department of Environment and tVatura! Resources, Division of Water Quality
"~e~~ral" M~~~~ Var~a~c~ e~pp~ic~t~®~ ~®~~
Randleman Lake Water Supply Watershed: Protection and I~lain#enance
of Riparian Areas Rule (Randleman Buffer Rule) for PUBLIC ROA!?
CONSTRUCTION, IMPROVIEII~ENT & MAINTENANCE ACTIVITIES (As
approved by the Water 4uality Committee of the Environmental
Management Commission on February 14, 2002)
NOTE: To constitute a complete application, al! of the information requested in this form must be
provided. Incomplete applications will be returned to the applicant. The original and two copies of the
completed "General" Variance Application Form and any atfachmenis must be sent fo the DWQ 401
Wetlands Transportation Unit, 1650 Mai! Service Center, Raleigh, NC 27699-1650 and one copy must
be sent to the Piedmont Triad Regional Water Authority (PTRWA}, 2216 W. Meadowview Rd,
Wilmington Bldg., Suite 204, Greensboro, NC 27407 to constitute a complete submittal.
This form maybe photocopied for use as an original.
Part 1: General information
Applicant's name (the Division Engineer, project manager, person responsible for project):
Eddie MacEldowney
2. Print Owner/Signing Official (person legally responsible for the property and its compliance)
Name: Robert Ponton
Title: ~ 1~ e g i o n a l M a n a g e r ~~~~~____.-_._..__._..__.___,_w._..__-_~_~__.___~~. _.
Street address: _ P 0 Box 16 2 7 9 ~ - ~~ ~~~ __~._ ~~~
City, State, Zip: ~~Win_ston-Salem, NC _27115 _ ~-"_~--~-~-~~~-------~---
Telephone: (3 3 6 .) 7 6 7- 3 5 0 0____~__~~ ~~ _._____ A `_ ~-~"~----~~-
Fax: t ~) ._ __._____.__
3. Contact person who can answer questions about the proposed project:
Name: Eddie MacEldowney __
Telephone: -t 33618864821 ..._..^.____~-.._- --~__~~___._--._^------_..
Fax: i 3 3 6 }_8 8 6 =4_4 5 f3 _._..._--~._~ ___ __---_---...___..__._.~_.__.__..___,_._-.--
Email: L_} emac~dm_p-Inc . co!n ._..__~_...___,._._.____ ...._..._.._~
4. Project Name (Subdivision, facility, or establishment name -consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.}:
Larco Constriction
5. Location of Facility
Scree#address: _13.3_0 Jackson Lake Road .Ext.
City, State, Zip: High Point, NC _~-27263 _ -~
County: _ G u_i I f o r d - - --- --- - -____ _-___~__~
Latitude/longitude: `39°78!.71.2"N ___ 59° 54'49.81fE___._~____._--_.._.~ _-
6. Directions to facility from nearest major intersection (Also attach a map}:
FBu~e;~ 8~_.and Ki_v_eL~..D~,t,~'secti.Qt?L~.E~t:~.Riv~i;_t_Dry-5~ S
Version 3: January 2006
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f1Ft<R -'tUATER CUAI-ITY
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7, Stream to be impacted by the proposed activity:
Stream name (for unnamed streams label as "UT" to the nearest named stream):
UT _ _ _ __ __ _ __ _ _
Stream classification [as identified within the Schedule of Classifications ~ 5A NCAC 2B
.0311 (Cape Fear River Basin)J: ,__ see_~~chc9cl .rc~, ~ -Frsti,~CS____„~„_,__.__..____
Part 2: Proposed Activity
(Please include attachments if additional explanation is necessary}
1. Description of proposed activity:
Also, please attach a map of sufficient details to accurately delineate the boundaries of
the land to be utilized in can•ying out the activity and to show the location and dimension
of any disturbance in the riparian buffers associated with the activity.
FiIl~x.__147 l.f, of_intermittent stream channel._.___,__,,,_..._..~__~_~_.__~._
2. What is the total area of bu#fer impact? Zone 1:..____8440 __~_.__ ft`
Zone 2: ''~~ ft`'
3. State the reasons why this activity cannot be practically accomplished without a general
major variance approval. State what measures have been taken to minimize or eliminate
disturbance to the riparian buffers:
There is not enough room at the site location to con~ru~t_the plant_,and
allow adequate maneu_v_erabylitp w~thout.f~llinst in the unnermosfr nortzon__
of the channel. Larco will be _voluntarzly z~emovinz ~ 36",,,_p~ne and _r~~__
ve$auazzng~a .portion or the ~erenn~.al ~~r~m a..~n~.~r .~~.~rom trGZS tocat~on
as a sood.£aith_measure - When the site is devel~,_storn~aater is required to be routed
:hrouQh a retention pond. This will further reduce the flow to this portion of the channel.
4. If sheet flow of concentrated runoff cannot be achieved prior to entering the buffers, then
please provide information on any on-site stormwater management facilities (e.g., grassed
swales, extended detention wetlands) that will tie used to control nutrients and attenuate flow
(attacks construction details and site locations for these facilities):
Sheet flog is achieved, zr1 areas. flowing into_the buffers~._____~____~___
5. Ffow do you intend to provide mitigation if required under Condition No. 7 of the variance?
(Attach a mitigation plan if you intend to satisfy the mitigation requirement through tkie
restoration of riparian buffers.)
Mit~ation.,i~ nQt_.r~guir~d~___________.~ ~__.._.____...__.._.__.___._...___.____..__...
Variance Request Form, page 2
Version 3: January 2006

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6. Please explain the practical difficulties or hardships chat would result from the strict
application of this Rule:
-ue to the_size_of the plant and desire to relocate on_the same site it is
necessa_,_y to usg_~the_northern~,ortion of the _~ro,g_erty__gear the_channel~'Fhis
~hanne.Ls4~.a.. par.t.ion_ af. the_.grnp~rt~.~nd_..i.nhiba.T;s.__the__cnnst~~.cxis~n.~f the
.l?~~n~..and_~aeuxexab.~ax,x...~xou.n.~. thy.~acilit~ie~.._..~laex.~...a.~~.l~szt~i_>~~~r.b.~~1
and_safety_.~o.nCe~n.~ iJ~..~~8-fie channg~_~1~er~.R.__.__._..____._~..._._..__._..__...._....~__..
Part 3: Applicant's Certification
____J'~-oBERT __ /~... ~~Ta~ __,_,.~.__.__.___.._.___._ sprint or #ype name of person
listed in Part (, Item 2), certify that the information included on this permit application form is
correct, that the project will be constructed in conformance with the approved plans and That the
deed restrictions in accordance with Part 6 of this form wilt be recorded with alf required permit
conditions.
Signature:
Date:
Title:
Variance Request Roan, page 3
Version 3: January 2006

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REV DATE DESCRIPTION BY PROJECT E403S DAVIS-MARTIN-POWELL LA ASSOCIATES, II\~
VALARCO CONSTRUCTIONECOH INC AP DATE ~~9~0~ 6415 OLD PLANK ROAD
~w DESK°NED LSM ENGINEERING
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CHECKED ETM dm [phone] LAND PLANNING
JAMESTOWN TOWNSHIP -GUILFORD COUNTY SCALE ~~=eo FAX [phone]
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DAVIS-MARTIN-POWELL 81 ASSOCIATES, INC VARIANCE REQUEST MAP
~ LARCO CONSTRUCTION COMPANY, INC.
;~ c;~U r-~~r~~, ; 1330 JACKSON LAKE ROAD EXT.
HIGH POINT, NORTH CAROLINA
~ SCALE: 1 "=100'

r~ ^ ~ ECS CAROLINAS, LLP
~'~~~ Geotechnical • Construction Materials • Environmental
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CAROLINAS November 28, 2006
Mr. Eddie MacEldowney
Davis, Martin, Powell 8c Associates, Inc.
6415 Old Plank Road
High Point, North Cazolina 27265
Reference: Report of Stream/Wetland Delineation
Approximate 34.31 Acre Tract
Old Jackson Lake Road
High Point, North Carolina
ECS Project No. G-13491
Dear Mr. MacEldowney:
ECS Cazolinas, LLP (ECS) is pleased to submit this report of the jurisdictional waters/wetland delineation
for the site located on Old Jackson Lake Road in High Point, North Carolina. This report summarizes our
findings for the site.
Background
ECS was contracted to identify the locations of waters of the U.S., including wetlands, for the above
referenced site. The site is developed with a Larco Asphalt Plant. Portions of the site contain
undeveloped, wooded land.
Wetlands are defined by the U.S. Army Corps of Engineers and the United States Environmental
Protection Agency as "those azeas that are inundated or saturated by surface or groundwater at a
frequency and duration sufficient to support, and under normal circumstances, do support a prevalence of
vegetation typically adapted for life in saturated soil conditions." In order for an area to be classified as
wetland, hydrophytic vegetation, hydric soils, and wetland hydrology indicates must be present.
Literature Review
We have reviewed the USGS Topographic Map, the Soil Survey of Guilford County and the Geologic
map of North Carolina to obtain information regazding the site.
• The USGS Topographic Map (Figure 1) shows Richland Creek located along the southern boundary
of the site. The map shows an unnamed tributary to Richland Creek crossing the southwestern
portion of the site. The map shows drainage swales on the site that could contain surface waters or
wetlands.
The USDA Soil Survey of Guilford County (Figure 2) shows the same streams as the USGS
Topographic Map. Soils on the site are mapped as Enon fine sandy loam (EnB, EnC and EnD), Enon
clay loam (EoC2), Wehadkee silt loam (Wh) and Willces sandy loam (WkC and WkE). The Enon
series consists of well drained, slowly permeable soils that occur on broad, smooth interstream
divides and long, narrow side slopes. The Wehadkee series consists of poorly drained, moderately
permeable soils that occur on stream floodplains. The Wilkes series consists of well drained,
moderately slowly permeable soils that occur on side slopes that generally border drainage ways.
4811 Koger Boulevard • Greensboro, NC 27407 • [phone] • Fax [phone]

Approximate 34.31 Acre Tract - Dld Jackson Lake Road
High Point, North Carolina
ECS Carolinas, LLP Project G-13491
November 28, 2006
Wehadkee soils aze identified on the Hydric Soils List for Guilford County as being hydric or as
having hydric soils as a major component. The other soils on the site aze not identified on the Hydric
Soils List for Guilford County.
The Geologic Map of North Cazlina indicates that the site is located in the Carolina Slate Belt of the
Piedmont Physiographic Province. The soils encountered in this area are the residual product of in-
place chemical weathering of rock presently underlying the site. In general, shallow unconfined
groundwater movement within the overlying soils is controlled lazgely by topographic gradients.
Recharge occurs primarily by infiltration along higher elevations and typically dischazges into
streams or other surface water bodies. The elevation of the shallow water table is transient and can
vary greatly with seasonal fluctuations in precipitation. Movement in this water table is generally
from higher to lower elevations. As such, shallow groundwater on the site would be expected to flow
towazd Richland Creek located along the southern boundary of the site and its unnamed tributary that
crosses the southwestern portion of the site.
Site Reconnaissance
ECS personnel conducted the site reconnaissance on November 27, 2006. The site is an approximate
34.31 acre tract that is located on Old Jackson Lake Road in High Point, North Carolina. A portion of the
site is developed with a Lazco Asphalt Plant. The remainder of the site contains undeveloped, wooded
land and maintained sewer and powerline easements.
During our reconnaissance, we observed the site for evidence of stream channels, wetlands and ponds.
Richland Creek is located along the southern boundary of the site. Several streams are located on the site.
The streams have meanders, defined beds and banks in most azeas and contained flowing water at the
time of our site reconnaissance. The stream that crosses the southwestern portion of the site (depicted on
the USGS Topographic Map) and Richland Creek aze perennial, in our opinion. The other streams on the
site contained less flow at the time of our reconnaissance and are intermittent, in our opinion. Figure 3
shows the approximate locations of the streams, including our designations. The stream designations are
based on our opinion and should be used for preliminary planning purposes only. The designations aze
subject to change based on verifications by the U.S. Army Corps of Engineers (LTSACE) and the North
Cazolina Division of Water Quality.
Wetland hydrology indicators (including inundation and saturated soils), hydrophytic vegetation and
hydric soils were observed in pockets, adjacent to two of the streams. The wetland pockets are separated
from surrounding uplands by distinct topographic breaks, vegetation breaks and soil breaks. Upland areas
surrounding the wetland pockets aze vegetated primarily with honeysuckle, greenbrier, pines, cedars and
upland hardwood species. The soils aze bright and appeaz to be well drained to depths of at least twelve
inches. The centerlines of the streams and the wetland boundaries were flagged in the field by ECS
personnel. Richland Creek is high banked along the southern boundary of the site. Based on
conversations with Mr. Eddie MacEldowney with Davis, Martin, Powell and Associates, the top of
Richland Creek's banks will be surveyed. Therefore, ECS did not hang flags along Richland Creek.
Figure 3 shows the approximate locations of the stream and wetlands located on the site. Routine
Wetland Determination Data Forms containing field observations at the locations identified on Figure 3
aze included as Attachments. Figure 3 is based on our field notes and should only be used for preliminary
planning purposes. A survey of the flags will show the exact locations and extent of the stream and
wetlands on the site.
2

Approximate 34.31 Acre Tract -Old Jackson Lake Road
High Point, North Carolina
ECS Carolinas, LLP Project G-13491
November 18, 1006
Discussion
Section 404 of the clean Water Act regulates the discharge of dredge and fill materials into waters of the
United States (lakes, rivers, ponds, streams, etc.), including wetlands. Waters of the United States include
the territorial seas, navigable coastal and inland lakes, rivers and streams, intermittent streams, and
wetlands. Activities that could be regulated under Section 404 include the placement of fill for
construction of roadways; residential, commercial or industrial structures; and the construction of water
retention ponds along tributaries. The EPA and the U.S. Army Corps of Engineers jointly administer the
Section 404 pmgram. Section 401 of the Clean Water Act grants each state the authority to approve,
condition, or deny any Federal permits that could result in a dischazge to State waters.
The streams and wetlands located on the site aze regulated by the U.S. army Corps of Engineers and the
North Carolina Division of Water Quality. We recommend that the delineated boundaries by verified by
the U.S. Army Corps of Engineers. A metes and bounds survey of the jurisdictional boundaries should be
conducted after the USACE verification to determine their exact locations and extent. Upon completion,
a copy of the wetland/stream survey map should be submitted to the U.S. Army Corps of Engineers for
final approval. A site/grading plan can then be developed to determine the extent of the proposed impacts
to jurisdictional waters and wetlands, if any. An attempt should be made to minim;~.e or avoid working in
these areas, if possible.
Permits will be required prior to impacting 1/10 acre or more of wetlands or any open waters, including
perennial or intermittent streams. Mitigation and stormwater management plans may be a condition of
any permits issued for the site. In addition, buffers maybe required adjacent to the stream and wetlands.
For impacts to one-half acre or more of wetlands or to more than 300 lineaz feet of stream channel, an
individual permit (lP) maybe required. An IP requires a habitat analysis, alternative site analysis, project
justification, plans to avoid and minimize impacts, and a proposed mitigation plan. Depending on the
habitat analysis and the extent of impacts, and Environmental Impact Statement may be required by the
U.S. Army Corps of Engineers. An ]P allows for a public comment period and may require 4 to 18
months to obtain depending on conditions arising during the U.S. army Corps of Engineers review and
public comment period.
ECS appreciates the opportunity to provide wetland services for your project. Please contact us at (336)
856-7150 if you have any questions concerning this report.
Sincerely,
ECS Ca1tOLnvas, LLP
~ ~-~ ~~
Michael T. Brame ~ J
Senior Environmental Scientist
Attachments: Figure 1-Site Location Map
Figure 2 -Soil Map
Figure 3 - Stream/Wetland Location Map
Routine Wetland Determination Data Forms
_O ~ / G~6~:EC~6~0
Denise M. Poulos, LSS ~
Principal Scientist

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SOURCE:
USGS TOPOGRAPHIC MAP SITE LOCATION MAP
HIGH POINT EAST, NC QUADRANGLE n n ~ APPROXIMATE 34-31 ACRE TRACT
DATED 1950, REVISED 1982 L~ L~~ OLD JACKSON LAKE ROAD
HIGH POINT, NORTH CAROLINA
SCALE: 1" = 2,000' CAROLINAS ECS PROJECT NO. G-13491

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SOURCE: FIGURE 2
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USDA SOIL SURVEY OF SOIL MAP
GUILFORD COUNTY ~ APPROXIMATE 34.31 ACRE TRACT
SHEET NUMBER 44 ° OLD JACKSON LAKE ROAD
ISSUED DECEMBER 1977 Qty ~ A I^ c HIGH POINT, NORTH CAROLINA
NOT TO SCALE ~~ ~~~~' ~"~7 ECS PROJECT N0. G-13491

THE STREAM/WETLAND LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE. THEY HAVE BEEN DELINEATED BY ECS. THEY
HAVE NOT BEEN VERIFIED BY THE U.S. ARMY CORPS OF ENGINEERS AND THEY HAVE NOT BEEN SURVEYED.
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~ ~, .._ _ _ ~r• o~
-- - >~.r„ ~ .p
'~ ~ _ _, _ 'u1y^ yw
d! T16 V'f ;P
'I , ' :k'•
~ _ ,
, , ,~ ..
i _ R
- R.
.-j ~ r ~
a
~__, DP 1 O Q
' ~~nca ,wrw ~
~~ r i0.t YM )ND-~yF. ~
!O[C, 1 1
~. 1
!~ _ _ ~ i N~~~~PAIM' WARRY ~
=~, , L ~~ ;.tier
_! p l`
1 ~ ~\`+ _ 7q0 - rte','` .. o°
\. ~ X50
..~ _
I. \ \. - +
719.5 ~ /112 _ - _ DP 2 O
;., ti ~ ~ ~
~'~ 72.6 715.~C', _ ,: ~..,,,~. ` ~ :. 730. 1 ` ~ _
xr.,r~ ~ ~~ - 1 ..f ~~~~J``~ ` tit` --- '.
r r ~ +, 2p 1
.` J; ~ -
_._ _
i 727.1 ~.; x ~ ~.. 705.3 ~ ATV - -
. ~ •..
,omw.trr ._.~..'~! ~ ~/~' 7ZQ- 7304'. ~'~ ~-- ~- - /~~ ~ ~b
rr~~c ~rev ~o-twpo-vi ~,'~w,~-
_ _ , ~ A 1000 K ]A ~ _
Legend
7?7.3
.._ _
Approximate Location of Wetland
~' Approximate Location of Perennial Stream 716 2~ 747 3
~ ~ Approximate Location of Intermittent Stream ._:
DP 1 O Approximate Location of Data Point `,
N
•l FIGURE 3
SOURCE:
STREAM/WETLAND LOCATION MAP
TOPOGRAPHIC MAP PREPARED BY DAMS- APPROXIMATE 34.31 ACRE TRACT
MARTIN-POWELL & ASSOCIATES, INC. AND ~, ° OLD JACKSON LAKE ROAD
FIELD NOTES PREPARED BY ECS PERSONNEL
HIGH POINT, NORTH CAROLINA
NOT TO SCALE CAROLINAS
ECS PROJECT NO. G-13491

DATA FORM
ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual)
ProjecdSite: Approximate 34.31 Acre Tract -Old Jackson Lake Road Project No: Date: November 27, 2006
Applicant/Owner: Davis, Martin Powell & Associates County: Guilford
Investigators: ECS Carolinas, LLP G-13491 State: North Carolina
Plot ID: DP-1
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation:)? eyes No Transect ID:
Is the area a potential Problem Area? Yes No Field Location: View Figure 3
(If needed, explain on the reverse side)
~7L !?Ti T A T7f1N
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Alms serrulata
Brookside alder Tree/Sap FACW+
Juncus sp.
Rush sp. Herb FACW
Rosa palustrie
Swamp rose Herb OBL
Typha latifolia
Broad-leaf cattail Herb OBL

Percent of Dominant Species that are OBL, FACW or FAC: 100%
(excluding FAC-) FAC Neutral:
Numeric Index:
Remarks:
The dominant vegetation is hydrophytic.
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Othe!

® No Recorded Data

Field Observations

Depth of Surface Water: 0"

Depth to Free Water is Pit: Z"

Depth to Saturated Soil: Surface Wetland
Prima

econ Hydrology Indicators
ry Indicators
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
dary Indicators
Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are present.
(Wetform) Page 1 of 2

DATA FORM
ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Approximate 34.31 Acre Tract -Old Jackson Lake Road Project No: Date: November 27, 2006
Applicant/Owner: Davis, Martin Powell & Associates County: Guilford
Investigators: ECS Carolinas, LLP G-13491 State: North Carolina
Plot ID: DP-1
Map Unit Name (Series and Phase): Wilkes sandy loam
Map Symbol: WkE
Drainage Class: Well drained
Mapped Hydric Inclusion? ^Yes ®No
Field Observations Confirm Mapped Type: ^Yes ®No
Tazonomy (Subgroup): Typic hapludalfs
Profile Descri lion
Depth Matrix Color Mottle Color Mottle
inches Horizon unsell Moist) unaell Moist) Abundance/Contrast Texture, Concretions, Structure, etc.
0-12" 2.5Y 4/2 lOYR 4/4 15% Loam

Hydric Soil Indicators:
^ Histosol
^ Concretions
^ Histic Epipedon ^ High Organic Content in Surface Layer in Sandy Soils
^ Sulfidic Odor ^ Organic Streaking in Sandy Soils
^ Aquic Moisture Regime
^ Reducing Conditions ^ Listed on Local Hydric Soils List
^ Listed on National Hydric Soils List
® Gleyed or Low Chroma Colors ^ Other (E lain in Remarks)
Remarks:
Hydric soil indicators are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? yes No Is the Sampling Point within the Wetland? Yes No
Wetland Hydrology Present? ®yes No
Hydric Soils Present? ®yes ^ No
Remarks:
The three wetland criteria are present. The sampling point is located within a wetland.
(Wetform) Page 2 of 2

DATA FORM
ROUTINE WETLAND DETERMINATION
2987 COE Wetlands Delineation Manual
Project/Site: Approximate 34.31 Acre Tract -Old Jackson Lake Road Project No: Date: November 27, 2006
Applicant/Owner: Davis, Martin Powell & Associates County: Guilford
Investigators: ECS Carolinas, LLP G13491 State: North Carolina
Plot ID: DP-2
Do Normal Circumstances east on the site? Yes No Community ID:
Is the site signit3cantly disturbed (Atypical Situation:)? Yes No Transact ID:
Is the area a potential Problem Area? Yes ®No Field Location: View Figure 3
(If needed, explain on the reverse side)
VF.(:F,TATiON
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Acer rubrum
Red maple Tree/Sap FAC
Carpinus caroliniana
American hornbeam Tree/Sap FAC
Smilax rotundifoHa
Common greenbrier Vine FAC

Percent of Dominant Species that are OBL, FACW or FAC: 100%
(excluding FAC-) FAC Neutral:
Numeric Index:
Remarks:
The dominant vegetation is hydrophytic.
HYDROLOGY
Recorded Data (Describe in Remarks):
^ Stream, Lake or Tide Gauge
Aerial Photographs
Other

® No Recorded Data

Field Observations

Depth of Surface Water: 0"

Depth to Free Water in Pit: 8"

De th to Saturated Soil: 4" Wetla
Pri

ec nd Hydrology Indicators
mary Indicators
Inundated
Saturated in Upper 12 Inches
Water Marks .
Drift Lines
Sediment Deposits
®Drainsge Patterns in Wetlands
ondary Indicators
Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland b drolo indicators are resent.
(Wetform) Page 1 of 2

DATA FORM
ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Approximate 34.31 Acre Tract -Old Jackson Lake Road Project No: Date: November 27, 2006
Applicant/Owner: Davis, Martin Powell & Associates County: Guilford
Investigators: ECS Carolinas, LLP G13491 State: North Carolina
PIot ID: DP-2
Map Unit Name (Series and Phase): Enon fine sandy loam
Map Symbol: EnD
Mapped Hydric Inclusion? ^Yes ®No
Drainage Class: Well drained Field Observations Confirm Mapped Type: ®Yes ^ No
Tazonomy (Subgroup): Ultic hapludalfs
Profile Descri tion
Depth Matrix Color Mottle Color Mottle
(inches Horizon unsell Moist) unwell Moist Abundance/Contrast Tezture, Concretions, Structure etc.
0-12" 2.5Y 4/3 0% Loam

Hydric Soil Indicators:
^ Histosol
^ Concretions
^ Histic Epipedon ^ High Organic Content in Surface Layer in Sandy Soils
^ Sulfidic Odar ^ Organic Streaking in Sandy Soils
^ Aquic Moisture Regime ^ Listed on Local Hydric Soils Liat
^ Reducing Conditions ^ Listed on National Hydric Soils List
^ Gleyed or Low Chroma Colors ^ Other (Ezplain in Remarks)
Remarks:
Hydric soil indicators are not present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? yes ~ No Is the Sampling Point within the Wetland? UYes ~ No
Wetland Hydrology Present? y~ No
Hydric Soils Present? ^yes ®No
Remarks:
Hydric soil indicators are not present. The sampling point is not located within s wetland.
(Wetform) Page 2 of 2

STORM DRAINAGE /EROSION CONTROL
CALCULATIONS
LARCO CONSTRUCTION
HIGH POINT, NORTH CAROLINA
DMP PROJECT E-4033

LARCO CONSTRUCTION
Storm Sewer Pipe Calculations
AT t'E.k '1'Y1~S
,
/ .~
~f z.C ; " (r` ~,~~ n DIAMS3'Hit ~ VeL - ~'~R
h
'
' _~V~i'~T;1IL.&~. `
Y
'' ~ 11aA}a Total Inltt Pike 7;'o~il. Tfu~n, - Total - G1c. l'top. ~ f•wl ,o `~
T~
I
I~i N10r- '(]1~, Lb~wrr
(ac.) ac. a mtn. miri n./hr. Total_ (~) dy ( ) In.) k {fl.L Tt~ste ~) S$~)
1 2 1.17 1.17 5 0.48 5.48 6.77 0.95 0.95 7.54 7.54 1.00% 0.012 15 18 6.4 184.00 0.48 765.78 763.94

5 2 0.45 0.45 5 0.18 0.18 8.38 0.95 0.95 3.61 3.61 2.00% 0.012 10 18 9.1 100.00 0.18 766.69 764.69
2 3 Out 0.95 2.58 5 0.10 5.58 6.75 0.95 0.95 6.10 16.52 8.00% 0.012 14 18 18.2 108.00 0.10 755.64 747.00

8 9 out 0.25 0.25 5 0.08 0.27 8.35 0.95 0.95 1.95 1.95 8.00% 0.012 6 15 16.1 80.00 0.08 752.66 746.26

6 10 1.28 1.28 5 0.25 0.43 8.29 0.95 0.95 10.11 10.11 2.00% 0.012 15 15 8.1 120.00 0.25 766.86 764.46
10 11 0.66 1.94 5 0.26 0.52 8.26 0.95 0.95 5.15 15.22 2.00% 0.012 18 18 9.1 140.00 0.26 764.26 761.46
11 12 0.60 2.54 5 0.22 5.22 6.83 0.95 0.95 3.91 16.51 4.00% 0.012 16 18 12.9 168.00 0.22 760.46 753.74
12 13 out 0.93 3.47 5 0.08 0.08 8.42 0.95 0.95 7.43 27.78 2.00°k 0.012 22 24 11.0 52.00 0.08 753.44 752.40

14 14A 1.30 1.30 5 0.04 0.12 8.41 0.95 0.95 10.38 10.38 19.02% 0.012 10 15 24.8 62.00 0.04 791.50 779.71
14A 15 0.00 1.30 5 0.25 0.25 8.36 0.95 0.95 0.00 10.32 2.22% 0.012 15 18 9.6 144.00 0.25 779.51 776.31
15 16 0.54 1.84 5 0.08 5.08 6.87 0.95 0.95 3.49 11.97 2.00% 0.012 16 18 9.1 42.00 0.08 776.11 775.27
16 17 0.07 1.90 5 0.31 5.31 6.81 0.95 0.95 0.43 12.31 2.50% 0.012 16 18 10.2 188.00 0.31 775.07 770.37
17 18 0.41 2.31 5 0.10 5.41 6.79 0.95 0.95 2.64 14.90 3.00% 0.012 16 18 11.1 68.00 0.10 770.17 768.13
18 19 0.06 2.37 5 0.25 5.66 6.72 0.95 0.95 0.39 15.15 2.00% 0.012 18 18 9.1 136.00 0.25 767.93 765.21
19 20 0.35 2.72 5 0.11 5.77 6.70 0.95 0.95 2.22 17.31 2.00°~ 0.012 18 24 11.0 74.00 0.11 765.01 763.53
20 21 0.08 2.81 5 0.12 5.89 6.67 0.95 0.95 0.53 17.77 8.00% 0.012 14 24 22.0 158.00 0.12 760.33 747.69
21 22 1.13 3.85 5 0.11 5.89 6.67 0.95 0.95 7.15 24.39 0.50% 0.012 27 30 6.4 44.00 0.11 747.49 747.27
22 23 0.08 3.93 5 0.31 6.20 6.60 0.95 0.95 0.50 24.62 0.50% 0.012 27 30 6.4 118.00 0.31 747.07 746.48
052107-E4033-StormSystem.xls OAV/5-MART/N-POW£LL 1 2/1 312 0 0 7

LARGO CONSTRUCTION
Min. Ground Cover= 4.00 @.
Top of GRATE/ Pipe Invert Top of Pipe Pipe Cover Calc. Diameter
Ground Elev. Elevation Elevation Slope Calc Used
1 2 770.9 770.9 765.78 763.94 767.28 765.44 3.62 5.46 1.00% 15.41 18
5 2 772.7 770.9 766.69 764.69 768.19 766.19 4.51 4.71 2.00°h 10.27 24
2 3(out) 770.9 747.0 755.64 747.00 757.14 748.50 13.76 -1.50 8.00% 14.00 24
8 9(out) 768.5 747.0 752.66 746.26 753.91 747.51 14.59 -0.51 8.00°k 6.29 15
6 10 772.3 771.0 766.86 764.46 768.11 765.71 4.19 5.29 2.00% 15.10 15
10 11 771.0 769.8 764.26 761.46 765.76 762.96 5.24 6.84 2.00% 17.61 18
11 12 769.8 762.8 760.46 753.74 761.96 755.24 7.84 7.56 4.00% 15.94 18
12 13(out) 762.8 756.0 753.44 752.40 755.44 754.40 7.36 1.60 2.00% 22.07 24
14 14A 801.5 784.0 791.50 779.71 792.75 780.96 8.75 3.04 19.02% 10.00 15
14A 15 784.0 781.9 779.51 776.31 781.01 777.81 2.99 4.09 2.22% 14.93 18
15 16 781.9 782.0 776.11 775.27 777.61 776.77 4.29 5.23 2.00°k 16.10 18
16 17 782.0 776.4 775.07 770.37 776.57 771.87 5.43 4.53 2.50% 15.60 18
17 18 776.4 773.6 770.17 768.13 771.67 769.63 4.73 3.97 3.00% 16.19 18
18 19 773.6 771.0 787.93 765.21 769.43 766.71 4.17 4.29 2.00% 17.58 18
19 20 771.0 769.5 785.01 763.53 767.01 765.53 3.99 3.97 2.00% 18.48 24
20 21 769.5 753.0 760.33 747.69 762.33 749.69 7.17 3.31 8.00% 14.39 24
21 22 753.0 753.0 747.49 747.27 749.99 749.77 3.01 3.23 0.50% 27.26 30
22 23 753.0 752.2 747.07 746.48 749.57 748.98 3.43 3.22 0.50% 27.35 30
052107-E4033-StormSystem.xls OAV/8-MART/N-POWeLL 12/13/2007

~~ ENGINEERING -LAND PLANNING -SURVEYING
b415 LLD PLANK ROAD
HIGH POINT, NC ~7~2b5
® (336} 886-4821 FAx (336) 88b-4458
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No:
Job Description:
Job Location:
Owner:
Address:
Temporary Sediment Trap
DESIGN DATA
Runoff Coefficient (C) _
Intensity (I) _
Drainage Area (A) _
Disturbed Area =
E4033
LARCO CONSTRUCTION
JACKSON LAKE ROAD EXT.
HIGH POINT, NC
LARCO CONSTRUCTION
#1
0.5
' S:8 IN./HR
0.854 AC.
0.9 AC.
2 Year Storm
Peak Inflow (Q=CIA) _
DIMENSIONS REQUIRED
Surtace Area Required =
Volume Required =
2.4766 C.F.S.
1079 S. F.
3240 C.F.
0.01 Acre /Peak Flow
3600 C.F. / Dist. Acre
DIMENSIONS PROVIDED
Basin Size:
Bottom (ft)
Length = 32
Width = 7
Depth = 4.5
Top (ft)
50 2:1 Ratio
25
3.5' min depth
Surtace Area Provided = 1250 S.F. YES
Volume Provided = 3316.5 C.F. YES
Weir length = 4 FT.

~ ENGINEERING -LAND PLANNING -SURVEYING
b415 dLD PLANK RQAD
HIGH POINT, NC 2~2b5
11~ {336 886-481 FAx (336) 88b-4458
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No:
Job Description:
Job Location:
Owner:
Address:
Temporary Sediment Trap
DESIGN DATA
E4033
LARCO CONSTRUCTION
JACKSON LAKE ROAD EXT.
HIGH POINT, NC
LARCO CONSTRUCTION
#2
Runoff Coefficient (C) _
Intensity (I) _
Drainage Area (A) _
Disturbed Area =
0.5
5.8 IN./HR
1.36 AC.
1.4 AC.
2 Year Storm
Peak Inflow (Q=CIA) _
3.944 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required =
Volume Required =
1718 S.F.
5040 C.F.
0.01 Acre /Peak Flow
3600 C.F. / Dist. Acre
DIMENSIONS PROVIDED
Basin Size:
Bottom (ft)
Length = 50
Width = 18
Depth = 3.5
2:1 Ratio
3.5' min depth
Top (ft)
64
32
Surface Area Provided = 2048 S.F. YES
Volume Provided = 5159 C.F. YES
Weir length = 6 FT.

~v~® ENGINEERING - LAND PL~1N1`11NG -SURVEYING
6415 OLD PLANK RpAD
HIGH POINT, NC ~7~265~
(336} 88b-481 FAx (336) 88b-4458
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No:
Job Description:
Job Location:
Owner:
Address:
Temporary Sediment Trap
DESIGN DATA
E4033
LARCO CONSTRUCTION
JACKSON LAKE ROAD EXT.
HIGH POINT, NC
LARCO CONSTRUCTION
#3
Runoff Coefficient (C) = 0.5
Intensity (I) _ ' 5.8 IN./H R. 2 Year Storm
Drainage Area (A) = 1.122 AC.
Disturbed Area = 1:2 AC.
Peak Inflow (Q=CIA) = 3.2538 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required = 1417 S.F. 0.01 Acre /Peak Flow
Volume Required = 4320 C.F. 3600 C.F. / Dist. Acre
DIMENSIONS PROVIDED
Bottom (ft) Top (ft)
Basin Size: Length = 46 60 2:1 Ratio
Width = 16 30
Depth = 3.5 3.5' min depth
Surface Area Provided = 1800 S.F. YES
Volume Provided = 4438 C.F. YES
Weir length = 6 FT.

TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No:
Job Description:
Job Location:
Owner:
Address:
Temporary Sediment Trap
DESIGN DATA
Runoff Coefficient (C) _
Intensity (I) _
Drainage Area (A) _
Disturbed Area =
E4033
LARCO CONSTRUCTION
JACKSON LAKE ROAD EXT.
HIGH POINT, NC
LARCO CONSTRUCTION
#4
0_`5
-5:8 IN./HR.
4.028 AC.
4:1 AC.
2 Year Storm
Peak Inflow (Q=CIA) _
DIMENSIONS REQUIRED
Surface Area Required =
Volume Required =
DIMENSIONS PROVIDED
Basin Size:
11.681 C.F.S.
5088 S.F. 0.01 Acre /Peak Flow
14760 C.F. 3600 C.F. / Dist. Acre
Bottom (ft)
Length = 88
Width = 37
Depth = 3.5
Top (ft)
102 2:1 Ratio
51
3.5' min depth
Surface Area Provided = 5202 S.F. YES
Volume Provided = 14802 C.F. YES
Weir length = 10 FT.

~~ ENGINEERING - ~~ND PL~INNING -SURVEYING
6415 OLD PLANK ROAD
HIGH POINT, NC 27~b5
® (33b) 886-~48~1 Fix (336) 88b-4458
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No:
Job Description:
Job Location:
Owner:
Address:
Temporary Sediment Trap
DESIGN DATA
Runoff Coefficient (C) _
Intensity (I) _
Drainage Area (A) _
Disturbed Area =
E4033
LARCO CONSTRUCTION
JACKSON LAKE ROAD EXT.
HIGH POINT, NC
LARCO CONSTRUCTION
#5
0.5
5'.8 IN./HR.
0,854 AC.
Q.8 AC.
2 Year Storm
Peak Inflow (Q=CIA) _
DIMENSIONS REQUIRED
Surface Area Required =
Volume Required =
DIMENSIONS PROVIDED
Basin Size:
2.4766 C.F.S.
1079 S.F. 0.01 Acre /Peak Flow
2880 C.F. 3600 C.F. / Dist. Acre
Bottom (ft)
Length = 30
Width = 6
Depth = 4.5''
Top (ft)
48 2:1 Ratio
24
3.5' min depth
Surface Area Provided = 1152 S.F. YES
Volume Provided = 2997 C.F. YES
Weir length = 4 FT.

~ ENGINEERING -LAND P~ANNIhJG -SURVEYING
b415 OLD PLANK ROAD
HIGH POINT, NC z1.2b5
~ (33b} 88b-481 F~,X (336) 88b-4458
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No:
Job Description:
Job Location:
Owner:
Address:
Temporary Sediment Trap
E4033
LARCO CONSTRUCTION
JACKSON LAKE ROAD EXT.
HIGH POINT, NC
LARCO CONSTRUCTION
#6
DESIGN DATA
Runoff Coefficient (C) _
Intensity (I) _
Drainage Area (A) _
Disturbed Area =
0.5
5.'8 IN./HR.
0:193 AC.
0.19 AC.
2 Year Storm
Peak Inflow (Q=CIA) _
0.5597 C.F.S.
DIMENSIONS REQUIRED
Surface Area Required =
Volume Required =
244 S. F.
684 C.F.
0.01 Acre /Peak Flow
3600 C.F. / Dist. Acre
DIMENSIONS PROVIDED
Basin Size:
Bottom (ft)
Length = 14
Width = 0
Depth = 3.5
2:1 Ratio
3.5' min depth
Top (ft)
28
14
Surface Area Provided = 392 S.F. YES
Volume Provided = 686 C.F. YES
Weir length = 4 FT,

~~® ENGINEERING -LAND PLANNING -SURVEYING
b415 QLD PLANK ROAD
HIGH POINT, NC ~7~65
1®'11 (33b~ 886-481 FAx (336 88b-4458
TEMPORARY SEDIMENT TRAP CALCULATIONS
PROJECT INFORMATION
Job No:
Job Description:
Job Location:
Owner:
Address:
Temporary Sediment Trap
DESIGN DATA
E4033
LARCO CONSTRUCTION
JACKSON LAKE ROAD EXT.
HIGH POINT, NC
LARCO CONSTRUCTION
#7
Runoff Coefficient (C) _
Intensity (I) _
Drainage Area (A) _
Disturbed Area =
Peak Inflow (Q=CIA) _
DIMENSIONS REQUIRED
Surface Area Required =
Volume Required =
DIMENSIONS PROVIDED
Basin Size:
a.
5:$ IN./HR.
0.753 AC.
0:75 AC.
2.1837 C.F.S.
2 Year Storm
951 S.F. 0.01 Acre /Peak Flow
2700 C.F. 3600 C.F. / Dist. Acre
Bottom (ft)
Length = 29
Width = 5.5
Depth = 4.5
Top (ft)
47 2:1 Ratio
23.5
3.5' min depth
Surface Area Provided = 1104.5 S.F. YES
Volume Provided = 2844 C.F. YES
Weir length = 4 FT.

~~ ENGINEERING - LAND PUNNING -SURVEYING
6415 OLD PLANK ROAD
HIGH POINT, NC 27.65
el (336) 886-~48~1 FAx X336) 88b-4+58
TEMPORARY SEDIMENT TRAP -CALCULATIONS
PROJECT INFORMATION
Job No:
Job Description:
Job Location:
Owner:
Address:
Temporary Sediment Trap
E4033
LARCO CONSTRUCTION
JACKSON LAKE ROAD EXT.
HIGH POINT, NC
LARCO CONSTRUCTION
#8
DESIGN DATA
Runoff Coefficient (C) _
Intensity (I) _
Drainage Area (A) _
Disturbed Area =
Peak Inflow (Q=CIA) _
DIMENSIONS REQUIRED
Surface Area Required =
Volume Required =
DIMENSIONS PROVIDED
Basin Size:
0.5
5.8 IN./HR
:0.46 Ac.
0:'14 AC.
0.4234 C.F.S.
2 Year Storm
184 S.F. 0.01 Acre /Peak Flow
504 C.F. 3600 C.F. / Dist. Acre
Bottom (ft)
Length = 14
Width = 0
Depth = 3.5
Top (ft)
28 2:1 Ratio
14
3.5' min depth
Surface Area Provided = 392 S.F. YES
Volume Provided = 686 C.F. YES
Weir length = 4 FT.