20120923 Ver 1_Application_20121008

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STATE OF NORTH CAROLINA STOR 04i
DEPARTMENT OF TRANSPORTATION
��TFR
BEVERLY EAVES PERDUE EUGENE A CONTI JR
GOVERNOR SECRETARY
October 2, 2012
Raleigh Regulatory Field Office
US Army Corps of Engineers Wilmington District ® 9
3331 Heritage Trade Drive, Suite 105 3
Wake Forest NC 27587
Attention Mr Eric Alsmeyer Project Manager
Subject Proposed widening and improvements to SR 3014 (Morrisville Carpenter
Road) between SR 1613 (Davis Drive) and Misty Groves Circle in Wake
County TIP Project No U 5503 WBS No 45490 1 1
SR 3014 (Morrisville Carpenter Road) is located between SR 1613 (Davis Drive) and
NC Highway 54 The purpose of the proposed widening of Morrisville Carpenter Road
is to fill in the gap that has been left in the five lane section between Leafycreek Circle
and Gratiot Drive in order to prevent the current bottle neck effect and to accommodate
the increasing volume of vehicles that Morrisville Carpenter Road serves This project
also proposes to provide enhanced pedestrian safety and access through additional
pedestrian facilities between Davis Drive and Misty Groves Circle to include
completion of gap of sidewalk between Leafycreek Circle and Gratiot Drive smooth out
intersection and pedestrian amenities at Davis Drive intersection and to add high
visibility pedestrian crossings near Ranglin Street and near Savannah Drive Note that
the widening portion will only be striped as a turn lane serving Davis Drive and will not
be an additional through lane Also the only portion of the proposed project that is
outside of the existing edge of pavement is the section between Leafycreek Drive and
Gratiot Drive
This project will involve permanent wetland stream and Neuse buffer impacts
associated with a pipe extension for widening installation of storm sewer paving curb
& gutter and sidewalk construction Application is hereby made for USACE Section
404 NWP 14 & NWP 13 and corresponding NCDENR DWQ Section 401 Water
Quality Certifications along with a Buffer Authorization for Road Improvements and
Bank Stabilization A pre construction notification form, stream/wetland and buffer
permit drawings, project mapping photographs, wetland data forms (by S&ME) and
stormwater management plan (by Hydraulics) are attached with this request If you have
Division Five—2612 North Duke Street Durham North Carolina 27704
Telephone [phone] Fax [phone]

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any questions or need additional information please contact Mrs Heather Montague at
[phone] or hwmontague @ncodot gov
Sincerely
X4 Z%/4
J W Bowman, P E
�f Division Engineer
cc Mr Rob Ridings, Project Coordinator,N C Division of Water Quality
Mr Ben Upshaw P E NCDOT Division 5 Division Design Engineer
Mrs Dawn Phipps, P E CPESC,NCDOT REU Field Operations Staff Engineer

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North side of roadway,cross line inlet.
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South side of roadway, cross line outlet.
U-5503 Wake County
Widen SR 3014(Morrisville Carpenter Road)
between SR 1613 (Davis Drive)and Misty Groves Circle
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Photo 1: View of riparian wetland adjacent to intermittent Photo 2:View of existing culvert that extends parallel to
stream channel. USACE wetland data point recorded here. Morrisville-Carpenter Road and intersect the intermittent stream
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Photo 3:View of inlet of existing concrete culvert that extends Photo 4:View of trash and debris in intermittent stream.
under Morrisville-Carpenter Road and intermittent stream.
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Photo 5:View of intermittent stream looking north. Slow Photo 6:View of intermittent stream channel looking north,
moving to stagnant water flow observed. further away from road. No flow observed .
WETLAND & STREAM
Taken by: WC
SITE PHOTOGRAPHS (06.15.12)
Checked by: WC —rw Morrisville-Carpenter Road Widening
Date: 06.15.12 Morrisville, Wake County, North Carolina
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DRAWN BY WC M1 ar , /I
WWW SMEINC COM MORRISVILLE CARPENTER ROAD WIDENING _i
PROJECT NO NC ENGINEER LICENSE#P 0176 MORRISVILLE WAKE COUNTY NORTH CAROLINA
L 1054 12 240 3201 SPRING FOREST RD RALEIGH NC 27616

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MAP SOURCE USDA NRCS WAKE COUNTY SOIL SURVEY MAP 1970
SCALE 1 15 840 FIGURE NO
DATE d^t
USDA-NRCS SOIL SURVEY MAP
JUNE 2012 WAKE COUNTY, SHEET 46
DRAWN BY WC 5
WWW SMEINC COM MORRISVILLE CARPENTER I
PROJECT NO NC ENGINEER LICENSE#F 0176 MORRISVILLE WAKE COUNTY NORTH ROAD W CAROLINA
.- 1054 12 240 3201 SPRING FOREST RD RALEIGH NC 27615

/--y- Office Use Only
.; t}c: Corps action ID no
DWQ project no
Form Version 1 3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A Applicant Information
1 Processing
1 a Type(s) of approval sought from the
Corps ® Section 404 Permit CI Section 10 Permit
1 b Specify Nationwide Permit(NWP) number NWP 14 and NWP 13 or General Permit(GP) number
1c Has the NWP or GP number been verified by the Corps? ❑ Yes ® No
1 d Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification—Regular ❑ Non 404 Jurisdictional General Permit
❑401 Water Quality Certification—Express ® Riparian Buffer Authorization
le Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit
because written approval is not required? Certification
❑Yes ® No ❑ Yes ® No
If Is payment into a mitigation bank or in lieu fee program proposed for mitigation ❑ Yes 0 N
of impacts? If so attach the acceptance letter from mitigation bank or in lieu
fee program
1 g Is the project located in any of NC s twenty coastal counties If yes answer 1 h ❑ Yes ® No
below
1 h Is the project located within a NC DCM Area of Environmental Concern (AEC)? El Yes ® No
2 Project Information
2a Name of project U 5503 widening and improvements to SR 3014 (Morrisville Carpenter Road)
2b County Wake
2c Nearest municipality/town Morrisville
2d Subdivision name N/A
2e NCDOT only T I P or state WBS#45490 1 1
project no
3 Owner Information
3a Name(s) on Recorded Deed NCDOT Division 5
3b Deed Book and Page No N/A
3c Responsible Party(for LLC if N/A
applicable)
3d Street address 2612 N Duke Street
3e City state zip Durham NC 27704
3f Telephone no [phone]
3g Fax no [phone]
3h Email address wbowman(c�ncdot qov
4 Applicant Information (if different from owner) N/A
5 Agent/Consultant Information (if applicable) N/A
Page 1 of 9
PCN Form—Version 1 3 December 10 2008 Version

B Project Information and Prior Project History
1 Property Identification
1 a Property identification no (tax PIN or parcel ID) N/A
1b Coordinates (in decimal degrees)
Site 1 Latitude 35 8181 N Longitude 78 8400 W
(DD DDDDDD) (DD DDDDDD)
1 4 ac(new location widening approximately 1 000ft x 60ft
wide swath with impacts to previously undisturbed area)
1 c Property size between Leafycreek Drive and Gratiot Drive Note other
pedestrian and intersection improvements between Davis
Drive and Misty Groves Circle are within existing edge of
pavement
2 Surface Waters
2a Name of nearest body of water(stream river etc)to UT Crabtree Creek(Hatchet Grove Tributary)
proposed project
2b Water Quality Classification of nearest receiving water C NSW
2c River basin Neuse
3 Project Description
3a 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 section of new location widening will be widened from the existing three lane section with grass shoulder and ditch
section to a five lane section striped for a turn lane with curb and gutter and sidewalk The area of the jurisdictional crossing is
wooded adjacent to cleared power line easement with sub station The surrounding properties are residential neighborhoods
3b List the total estimated acreage of all existing wetlands on the property 0 01 ac(447SF)
3c List the total estimated linear feet of all existing streams(intermittent and perennial) on the property 77ft
3d Explain the purpose of the proposed project
SR 3014 (Morrisville Carpenter Road) is located between SR 1613 (Davis Drive) and NC Highway 54 The purpose of the
proposed widening of Morrisville Carpenter Road is to fill in the gap that has been left in the five lane section between
Leafycreek Circle and Gratiot Drive in order to prevent the current bottle neck effect and to accommodate the increasing
volume of vehicles that Morrisville Carpenter Road serves This project also proposes to provide enhanced pedestrian safety
and access through additional pedestrian facilities between Davis Drive and Misty Groves Circle to include completion of gap
of sidewalk between Leafycreek Circle and Gratiot Drive smooth out intersection and pedestrian amenities at Davis Drive
intersection and to add high visibility pedestrian crossings near Ranglin Street and near Savannah Drive Note that the
widening portion will only be striped as a turn lane serving Davis Drive and will not be an additional through lane
Page 2 of 9
PCN Form—Version 1 3 December 10 2008 Version

3e Describe the overall project in detail including the type of equipment to be used
Project consists of widening SR 3014 (Morrisville Carpenter Road) from east of Leafycreek Drive to west of Gratiot Drive
This section of roadway will be widened from the existing three lane section to a five lane section with new pavement striped
as a turn lane with curb and gutter This project will match the typical of this section of SR 3014 to the existing typicals on
either side of the proposed section This project also proposes to provide enhanced pedestrian safety and access through
additional pedestrian facilities between Davis Drive and Misty Groves Circle to include completion of gap of sidewalk between
Leafycreek Circle and Gratiot Drive smooth out intersection and pedestrian amenities at Davis Drive intersection and to add
high visibility pedestrian crossings near Ranglin Street and near Savannah Drive A backhoe motor grader milling machine
paving machine painting machine and concrete mixer etc will be used for grading installation of storm sewer system
paving curb &gutter painting and sidewalk construction
To facilitate the proposed widening an existing cross line(36in RCP)conveying an UT to Crabtree Crk (Hatchet Grove Trib)
will be extended to the inlet end This will involve the removal of an end portion of the existing 36in RCP then adding a
junction box with new 2 @30in RCPs over to a catch basin beneath the new curb and gutter with additional length of 2 @30in
RCPs from the catch basin out to a headwall at the fill limits The extension by smaller size double line of pipe versus
extension by the same size single line of pipe was necessary in this shadow fill section to get adequate cover over this pipe
extension Additionally rip rap armoring will be installed for long term stability of the tie in points to the undisturbed stream
banks Note that this additional pipe length with headwall is 25ft and 10ft of rip rap armoring will be along the banks only and
not within the flow line
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project(including all prior phases) in the pasty ❑Yes [E] No ❑ Unknown
Comments N/A
4b If the Corps made the jurisdictional determination what type ❑ Preliminary El Final
of determination was made?
4c If yes who delineated the jurisdictional areas? Agency/Consultant Company N/A
Name (if known) N/A Other N/A
4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
N/A
5 Project History
5a Have permits or certifications been requested or obtained for ❑Yes El No ❑ Unknown
this project(including all prior phases) in the past?
5b If yes explain in detail according to help file instructions
N/A
6 Future Project Plans
6a Is this a phased project? ®Yes ❑ No
6b If yes explain
NCDOT is considering building a ditch section now under the current project and then the Town of Morrisville will come
back and add curb and gutter at a later date However this application includes jurisdictional impacts for the ultimate
design
C Proposed Impacts Inventory
1 Impacts Summary
1 a Which sections were completed below for your project(check all that apply)
®Wetlands ® Streams tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
Page 3 of 9
PCN Form—Version 1 3 December 10 2008 Version

2 Wetland Impacts
If there are wetland impacts proposed on the site then complete this question for each wetland area impacted
2a 2b 2c 2d 2e 2f
Wetland impact Type of jurisdiction
number— Type of impact Type of wetland Forested (Corps 404 10 Area of impact
Permanent(P)or (if known) DWQ—non 404 other) (acres)
Temporary(T)
W1 ® P ❑ T Fill in wetlands Headwater Forest ®Yes ® Corps 0 004
❑ No ® DWQ
Mechanized ®Yes ® Corps
W1 ❑ P ®T clearing Headwater Forest ❑ No ® DWQ 0 006
2g Total Wetland Impacts 0 010
2h Comments 172 SF(fill)and 275 SF (mechanized clearing) See attached wetland data forms (S&ME) in Appendix One
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this
question for all stream sites impacted
3a 3b 3c 3d 3e 3f 3g
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number (PER) or (Corps 404 10 stream length
Permanent(P) or intermittent DWQ—non 404 width (linear
Temporary(T) (INT)? other) (feet) feet)
Site 1 ® POT Fill UT Crabtree Crk ❑ PER ® Corps 2ft 25
Stream 1 (Hatchet Grove Trib) ® INT ® DWQ
Site 1 ❑ P ® T Rip rap armoring UT Crabtree Crk ❑ PER ® Corps 10
Stream 1 at cross line inlet (Hatchet Grove Tnb) ® INT ® DWQ 2ft concurrent
Site 1 ❑ P ® T Dewater�ng UT Crabtree Crk ❑ PER ® Corps 2ft 52
Stream 1 (Hatchet Grove Trib) ® INT ® DWQ
3h Total stream and tributary impacts 77
3i Comments 77ft TOTAL 25ft(fill) 10ft concurrent(rip rap armoring) and 52ft(dewatering (31ft inlet and 21ft outlet))
4 Open Water Impacts
If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of
the U S then individually list all open water impacts below
4a 4b 4c 4d 4e
Open water Name of
impact number— waterbody Type of impact Waterbody type Area of impact(acres)
Permanent(P) or (if applicable)
Temporary(T)
01 ❑ P ❑ T N/A
4f Total open water impacts NONE
4g Comments N/A
5 Pond or Lake Construction
If pond or lake construction proposed then complete the chart below
Page 4 of 9
PCN Form—Version 1 3 December 10 2008 Version

5a 5b 5c 5d 5e
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
5f NONE NONE NONE NONE NONE NONE NONE
Total
5g Comments N/A
5h Is a dam high hazard permit required?
El Yes ® No If yes permit ID no N/A
51 Expected pond surface area(acres) N/A
5j Size of pond watershed (acres) N/A
5k Method of construction N/A
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
6a
® Neuse ❑Tar Pamlico ❑ Other Jordan Lake
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b 6c 6d 6e 6f 6g
Buffer impact
number— Reason for Buffer Zone 1 impact Zone 2 impact
Permanent(P)or impact Stream name mitigation (square feet) (square feet)
Temporary(T) required?
roadway
Site ® P ❑ T widening with UT Crabtree Creek ❑ Yes
Buffer Impact 1 cross line (Hatchet Grove Tnb) ® No 3 645 1 698
extension
6h Total buffer impacts 3 645 1 698
6i Comments Impact area involves 57 linear feet of impacts along stream on inlet(for construction and dewatering)
and 20 linear feet of impacts along stream on outlet(for dewatering only)
D Impact Justification and Mitigation
1 Avoidance and Minimization
1 a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The project impacts are located in a buffered basin and therefore Design Standards for Sensitive Watersheds will be
implemented during project construction per NCDOT policy The impacts to the stream are minimal and BMPs will be followed
to maintain a dry work area as necessary Additionally rip rap armoring will be used around the pipe inlet to provide long term
stability This project cannot be performed without stream and buffer impacts
lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Sediment and erosion control Best Management Practices for protection of surface waters and riparian buffers will be
enforced during project construction
Page 5 of 9
PCN Form—Version 1 3 December 10 2008 Version

2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the project require Compensatory Mitigation for ❑ Yes ® No
impacts to Waters of the U S or Waters of the State?
2b If yes mitigation is required by(check all that apply) ❑ DWQ ❑ Corps
❑ Mitigation bank
2c If yes which mitigation option will be used for this ❑ payment to in lieu fee program
project?
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank N/A
3b Credits Purchased (attach receipt and letter) Type N/A Quantity N/A
3c Comments N/A
4 Complete if Making a Payment to In lieu Fee Program
4a Approval letter from in lieu fee program is attached ❑ Yes
4b Stream mitigation requested N/A linear feet
4c If using stream mitigation stream temperature ❑warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only) N/A square feet
4e Riparian wetland mitigation requested N/A acres
4f Non riparian wetland mitigation requested N/A acres
4g Coastal (tidal)wetland mitigation requested N/A acres
4h Comments N/A
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan
N/A
6 Buffer Mitigation (State Regulated Riparian Buffer Rules)—required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ® No
buffer mitigation?
6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
6c 6d 6e
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 N/A N/A 3 (2 for Catawba) N/A
Zone 2 N/A N/A 1 5 N/A
6f Total buffer mitigation required NONE
6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank
permittee responsible riparian buffer restoration payment into an approved in lieu fee fund) N/A
6h Comments N/A
Page 6 of 9
PCN Form—Version 1 3 December 10 2008 Version

E Stormwater Management and Diffuse Flow Plan(required by DWQ)
1 Diffuse Flow Plan
1 a Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b If yes then is a diffuse flow plan included? If no explain why
Comments There is no proposed discharge through the buffer with adding curb and ❑Yes ® No
gutter section
2 Stormwater Management Plan
2a What is the overall percent imperviousness of this project? 84 %
2b Does this project require a Stormwater Management Plan? ®Yes ❑ No
2c If this project DOES NOT require a Stormwater Management Plan explain why N/A
2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan
Drainage layouts are limited due to site constraints(see attached stormwater management plan in Appendix Two)
El Certified Local Government
2e Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
El DWQ 401 Unit
3 Certified Local Government Stormwater Review
3a In which local government s jurisdiction is this project?
❑ Phase II
3b Which of the following locally implemented stormwater management programs H apply(check all that apply) USMP
El Water Supply Watershed
El Other
3c Has the approved Stormwater Management Plan with proof of approval been El Yes ❑ No
attached? N/A
4 DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a Which of the following state implemented stormwater management programs apply ❑ ORW
(check all that apply) N/A El Session Law 2006 246
❑ Other
4b Has the approved Stormwater Management Plan with proof of approval been
attached? N/A ❑ Yes ❑ No
5 DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements? El Yes ❑ No
5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 7 of 9
PCN Form—Version 1 3 December 10 2008 Version

F Supplementary Information
1 Environmental Documentation (DWQ Requirement)
1 a Does the project involve an expenditure of public(federal/state/local)funds or the ®Yes ❑ No
use of public(federal/state) land'?
1 b If you answered yes to the above does the project require preparation of an
environmental document pursuant to the requirements of the National or State ® Yes ❑ No
(North Carolina) Environmental Policy Act(NEPA/SEPA)?
1c If you answered yes to the above has the document review been finalized by the
State Clearing House'? (If so attach a copy of the NEPA or SEPA final approval
letter) ®Yes ❑ No
Comments Categorical Exclusion (CE)was signed and will be disturbed by PDEA
2 Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated
Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards ❑Yes ® No
or Riparian Buffer Rules (15A NCAC 2B 0200)7
2b Is this an after the fact permit application? ❑ Yes ® No
2c If you answered yes to one or both of the above questions provide an explanation of the violation(s) N/A
3 Cumulative Impacts(DWQ Requirement)
3a Will this project(based on past and reasonably anticipated future impacts) result in ❑ Yes ® No
additional development which could impact nearby downstream water quality?
3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered no provide a short narrative description This project is for improving safety
and function of existing infrastructure and is not expected to cause additional development
4 Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from
the proposed project or available capacity of the subject facility
N/A
Page 8 of 9
PCN Form —Version 1 3 December 10 2008 Version
1

5 Endangered Species and Designated Critical Habitat(Corps Requirement)
5a Will this project occur in or near an area with federally protected species or ❑ Yes El No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act ❑ Yes [E] No
impacts?
❑ Raleigh
5c If yes indicate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http//www fws qov/nc es/es/countyfr html and NC Natural Heritage Program Database Element Occurrences Additionally
site visits revealed no habitat for RCW and DWM and no individuals of Michaux s Sumac was observed during surveys (per
CE document) and onsite investigations by Division 5 staff
6 Essential Fish Habitat(Corps Requirement)
6a Will this project occur in or near an area designated as essential fish ❑Yes El No
habitat?
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http//ocean floridamarine org/efh coral/ims/viewer htm
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 ❑ Yes No
status (e g National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
HPO s historic layer using GIS ArcView database and http//qis ncdcr gov/hpoweb/
Also the NCDOT performed a screening for the presence of historical properties and Archaeological resources in the Area of
Potential Effect(APE) In a memorandum dated April 25 2012 it was concluded that no architectural or archaeological survey
would be required for the project as currently identified(per CE document)
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA designated 100 year floodplain? ❑ Yes ® No
8b If yes explain how project meets FEMA requirements N/A
8c What source(s)did you use to make the floodplain determination? http//www ncfloodmaps corn/
for J W Bowman P E a 10/02/12
A Applicant/Agent s Signatur Date
Applicant/Agent sprinted Name
(Agents signature is valid only if an authonxation let er from the applicant
Is provided)
Page 9 of 9
PCN Form—Version 1 3 December 10 2008 Version

II
Appendix One:
Wetland Determination Data Forms
I

WETLAND DETERMINATION DATA FORM—Eastern Mountains
'aan/d"Piedmont
Project/Site,/Yrla''r 5✓,de.. t2 ✓"/JP41 v'R d J dent n�{City/County ,14,17 sv /k -Mt Sampling Date IS-,?f,iraZ,
Applicant/Owner /(/6,a)-7--- ✓ State Aid. Sampling Point f iedee4 F/4yS
Investlgator(s) ✓�J'*V�O� � .55 - s // Section Township Range We -.v1//)&tie/&4H
Landform(hiilslope terrace etc.) g prr^',a✓I Local relief(concave convex none) C art clt de Siope(/) GSs�
Subregion(LRR or MLRA).i�yfr(.LR,4 d e.R 2.P Lat, W/59.3 tf/1°N Long 7ir $ 7.3(/ °Vt Datum 4/Ap f3
Soil Map Unit Name C.�Aelc%Z G! /' . NWI classification /t//.¢
Are climatic/hydrologic conditions on the site typical for this time of year? Yes V/No (If no explain In Remarks) /
Are Vegetation, ,Soil ,or Hydrology significantly disturbed? Are"Normal Circumstances present? Yes V 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 V , No Is the Sampled Area /�
Hydric Soil Present? Yes ‘,/". No within a Wetland? Yes �/ No
Wetland Hydrology Present? Yes ✓ No
Remarks €7'4rn '4 1140/w -1/A foie Jr7 e /y cr✓-e 4// raTr an aie7Ver fret:4
GtOJ�E'12 a;10,/ r7 Q 4 //2'Pd"i1 ' 74
HYDROLOGY
Wetland Hydrology Indicators Secondapr Indicators(minimum of two required)
SPrim ry Indicators(minimum of one is required.check ail that aDpiy) _ Surface Soil Cracks(B6)
urface Water(A1) —True Aquatic Plants(814) — Sparsely Vegetated Concave Surface(BS)
✓-High Water Table(A2) _ Hydrogen Sulfide Odor(C1) _ Drainage Patterns(B10)
'Saturation(A3) 'Oxidized Rhizospherea on Living Roots(C3) _ Moss Trim Lines(816)
Water Marks(B1) _ Presence of Reduced iron(C4) _ Dry-Season Water Table(C2)
Sediment Deposits(B2) Recent iron Reduction in Tilled Soils(C6) _ Crayfish Burrows(CS)
_ Drift Deposits(B3) _Thin Muck Surface(C7) _ Saturation Visible on Aenai imagery(C9)
Algal Mat or Crust(B4) _ Other(Explain in Remarks) _ Stunted or Stressed Plants(D1)
_ iron Deposits(B5) Geomorphic Position(D2)
_ Inundation Visible on Aerial Imagery(B7) _ Shallow Aqultard(D3)
_ Water Stained Leaves(B9) _ Microtopographlc Relief(D4)
_ Aquatic Fauna(813) . FAC-Neutrai Test(D5)
Field Observations
Surface Water Present? Yes No Depth(inches) /"aau
Water Table Present? Yes o Depth(inches) Jc,V- •Ce
Saturation Present? Yes No Depth(Inches) .5ortec.C2 Wetland Hydrology Present? Yes 1/No
(includes capillary fringe)
Describe Recorded Data(stream gauge monitoring well aerial photos previous inspections) tf available
Remarks
J
US Army Corps of Engineers Eastern Mountains and Piedmont-interim Version

VEGETATION(Four Strata)-Use scientific names of plants Sampling Point. 44 pS W L(-W I
Absolute Dominant indicator Dominance Test worksheet.
Tree Stratum (Plot size A/5-2)r) /p Cover Species? Status Number of Dominant Species / /
1 sa r,'X n/y ra /Q NQ Oa 1- That Are OBL FACW or FAC // (A)
2 6,5T o,du04,! ✓ -145/ aG 4 /Qa a?! V6 4C /
3 flet/" ra k'('- 4 I✓m> Species Across All Strata t /[
(B)
4
Percent of Dominant Species
5 That Are OBL FACW or FAC /004. (NB)
6
7 Prevalence index worksheet
8 Total%Cover of Multiply by.
r 60 =Total Cover OBL species x 1 =
Saplino/Shrub Stratum (Plot size S'oX�B' ) / FACW species x 2=
1 Cor'r/z45 Gc m/OW,/.L)4 /O (1/63 F4Cu1 FAC species x 3=
2 J9 / P .$ he d41. 4/4 /S' '05: r.,Qdl(n/ FACU species x 4=
3 ��/4 X/ , 4 )1115y/i/Gt///ea /0 y F,QCW UPL species x 5=
4 /'"LO/t�7a Ca r-0 P4 i 1€A15 S /e, I/r5 / 4e- Column Totals (A) (B)
5
6 Prevalence Index =B/A=
7
Hydrophytic Vegetation Indicators
8
_ 1 Rapid Test for Hydrophytic Vegetation
8 " /2 Dominance Test is>50%
9
3 Prevalence Index is S3 01
10
P i/.7 =Total Cover — 4 Morphological Adaptations'(Provide supporting
Herb Stratum (Plot size SO/XS-0 ) data in Remarks or on a separate sheet)
1 �u+'t C.t!.S P,��c-JScJ S 30 yff :A f - Problematic Hydrophytic Vegetation'(Explain)
2. eat?' rarylos [ Y6.5 oRL
3 _ / /4 f//PH /4 e4 o o } 7 4C Indicators of hydric soil and wetland hydrology must
be present,unless disturbed or problematic
4 Definitions of Four Vegetation Strata
5
6 Tree—Woody plants excluding vines 3 in (7 6 cm)or
more In diameter at breast height(DBH) regardless of
7 height
8
Sapling/Shrub—Woody plants excluding vines less
9 than 3 In DBH and greater than 3.28 ft(1 m)tall
10
Herb—All herbaceous(non-woody)plants regardless
11 of size and woody plants less than 328 ft tall
12
2.�-0 x 5D �'D =Total Cover Woody vine—All woody vines greater than 3 28 ft in
Woody Vine Stratum (Plot size )
height.
1 p�'zsipp. $ (-a of � i5 /0 No FAG
2 7 b✓--4-�t eN Q C SS vs U,M 9.t.P4-ot A /0
3 ,4roi /4x roturid 41/a (3 A"' Y f
4 /V 71--Ns ro final ,a i a. /5" Y
g
5 , /104/el C`G i"�, 0/a "fa /Q p, i� Hydrophytic
!� /"�' Vegetation /
6 Present? Yes t/ No
AD =Total Cover
Remarks (Include photo numbers here or on a separate sheet)
US Army Corps of Engineers Eastern Mountains and Piedmont—Interim Version

SOIL Sampling Poirt• -42ry< VI el- W
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' Locz Texture Remarks
7 g- //4/ /2O
1/-/O A'Y'R OJ fro 7 cY Q'/( XQ C .i44wn ox dr2d i`* ?eye/tares
0-4. .51gN/ . 70 75'YR4"/b r30 6 ft-. / 'luvlpairt
'Type Concentration,D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains ZLocation PL=Pore Lining,M=Matrix
Hydric Soil Indicators indicators for Problematic Hydric Soils°
_ Histosoi(A1) — Dark Surface(57) _ 2 cm Muck(A10)(MLRA 147)
_ Hisdc Epipedon(A2) Polyvalue Below Surface(S8)(MLRA 147 148) _ Coast Praine Redox(A16)
Black Histrc(A3) _ Thin Dark Surface(S9)(MLRA 147 148) (MLRA 147 148)
_ Hydrogen Sulfide(A4) 4pamy Gieyed Matrix(F2) — Piedmont Floodpleln Solis(F19)
_ Stratified Layers(A5) epleted Matrix(F3) (MLRA 136 147)
2 cm Muck(A10)(LRR N) _ Redox Dark Surface(F6) _ Red Parent Material(TF2)
Depleted Below Dark Surface(All) Depleted Dark Surface(F7) _ Very Shallow Dark Surface(TF12)
Thick Dark Surface(Al2) _ Redox Depressions(F8) _ Other(Explain In Remarks)
_ Sandy Mucky Mineral(S1)(LRR N Iron-Manganese Masses(F12)(LRR N
MLRA 147 148) MLRA 136)
_ Sandy Gleyed Matrix(S4) Umbria Surface(F13)(MLRA 136 122) 'Indicators of hydrophytic vegetation and
_ Sandy Redox(S5) _ Piedmont Floodpiain Soils(F19)(MLRA 148) wetland hydrology must be present
_ Stripped Matrix(S6) unless disturbed or problematic
Restrictive Layer(if observed)
Type
Depth(Inches) Hydric Soli Present? Yes V No
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont-interim Version

WETLAND DETERMINATION DATA FORM—Eastern Mountains and Piedmont
Project/Site/go/ SU //L–�i�'r7fC�� a�w�E?�7Ji City/County,441?"4 V /te — Wake, Sampling Date 6–/S./–20%'Z
Applicant/Owner /Ue r State /VA Sampling Point t�lr PS
Investigators) G�/�1 � {- L//SS "�S14Y6 Section Township Range
Landforn(hliislope terrace etc.) S 34.doPP- Local relief(concave convex none) /90r'!L°., Slope(/o) LSS�r,
Subregion(LRRorMLRA)44, 6061 Lek Ler_ /3S A183JQ3°nl Long 78 SL a7/fS''ot� Datum/VACS3
Soil Map Unit Name lll'--e.P.eirnoor.�.et 44 �r /'a) -6%>,-/ofe_,Prei NWI classification /1//4
Are climatic I 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 i-7,.
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(86)
_ Surface Water(A1) _ True Aquatic Plants(B14) _ Sparsely Vegetated Concave Surface(B8)
High Water Table(A2) — Hydrogen Sulfide Odor(C1) Drainage Patterns(810)
_ Saturation(A3) _ Oxidized Rhizospheres on Uving Roots(C3) _ Moss Trim Lines(B16)
_ Water Marks(B1) _ Presence of Reduced Iron(C4) Dry-Season Water Table(C2)
Sediment Deposits(B2) _ Recent Iron Reduction In Tilled Soils(C6) Crayfish Burrows(CS)
_ Drift Deposits(B3) _Thin Muck Surface(C7) Saturation Visible on Aerial Imagery(C9)
_ Algal Mat or Crust(B4) Other(Explain In Remarks) _ Stunted or Stressed Plants(01)
_ Iron Deposits(B5) _ Geomorphic Position(D2)
inundation Visible on Aenal Imagery(137) _ Shallow Aquitard(D3)
_ Water Stained Leaves(B9) _ Microtopographic Relief(D4)
_ Aquatic Fauna(B13) _ FAC-Neutral Test(D5)
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–Interim Version

I
1
I+
ZR ncl�s-caps
VEGETATION(Four Strata)--Use scientific names of plants Sampling Point. O .41easp u/ it
Absolute Dominant Indicator Dominance Test worksheet.
Tree Stratum (Plot size j cOYSa 5 %Cover Species? Status Number of Dominant Species
1 1 Pn.( 'fae044 es- i t5 yi9L That Are OBL FACW or FAC (A)
2 G i aru 4766, V '1 y''s� 4'�v ,2G /✓D f-4e,
U �+/ Total Number of Dominant
1 3 �n'r a 5 X!' ''1 o. lQ 4/0 ?L.) Species Across All Strata 5' (B)
4 �5+�11 r'eaPf.US/ .S / C' 0 07, /� ma- Cu
5 GY"yGt /�(u Q /.J Ao That Are oOBL FACW or FAC aQ r (AB)
6 ✓
7
Prevalence index worksheet
1 8 Total%Cover of Multiply by
115- =Total Cover OBL species x 1 =
Sapllrt /Shrub Stratum (Plot size cii)CZ) ) FACW species x 2=
■ ; 1 /,2/r1-as Sere,7i. /4G1. ,S YsS A( Ii FAC species x 3=
2 Q,.ev -uS -ref,iCtc.-/z=t /0 9 , ,9CV FACU species x 4=
3 UPL species x 5=
4 Column Totals (A) (B)
i 5
6 Prevalence Index =B/A=
7
Hydrophytic Vegetation indicators
8 -
Y 1 Rapid Test for Hydrophytic Vegetation
9 2 Dominance Test is>50%
10 ,_ 3 Prevalence Index Is S3 01
/4.- =Total Cover --4 Morphological Adaptations'(Provide supporting
Herb Stratum (Plot size ) data In Remarks or on a separate sheet)
1 Problematic Hydrophytic Vegetabon'(Explain)
2
3 'Indicators of hydric soil and wetland hydrology must
be present,unless disturbed or problematic
4 Definitions of Four Vegetation Strata
5
6 Tree-Woody plants excluding vines 3 in (7 6 cm)or
; 7 more in diameter at breast height(DBH) regardless of
height
8
Sapling/Shrub-Woody plants excluding vines less
9 than 3 In DBH and greater than 3 28 ft(1 m)tail
10
11 Herb-All herbacedus(non woody)plants regardless
12 of size and woody plants less than 3 28 ft tall
=Total Cover Woody vine-All woody vines greater than 3 28 ft In
Woodv Vine Stratum (Plot size D ) height.
1 ,. .i?/ /A X i d'' i &i, 5-- 1--S iI[,r
2 Lost/e-<y' j awn ea. S y'CS ./4C
3
4
Hydrophytic --
5 Vegetation ,,
6 Present? Yes ✓ No
/0 =Total Cover
Remarks (Include photo numbers here or on a separate sheet.) -
US Army Corps of Engineers Eastern Mountains and Piedmont-Interim Version

SOIL Sampling Point ,'I4P/e/ W y
Profile Description (Describe to the depth needed to document the Indicator or confirm the absence of indicators)
Depth Matrix Redox Features
(Inches) Color(moist) % Color(moist) % Time' 1.002 = r= Remarks
D d
Y7/ ,t - /
6-/64- /0W 71z3 y e‘Y/ ,1
'Type C=Concentratlon,D=Depletion,RM=Reduced Matrix MS=Masked Sand Grains 2Locahon PL=Pore lining,M=Mainz
Hydric Soil Indicators indicators for Problematic Hydric Solis'
Histosol(A1) _ Dark Surface(S7) 2 cm Muck(A10)(MLRA 147)
Histic Epipedon(A2) Polyvalue Below Surface(SB)(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(F8) _ Red Parent Material(TF2)
_ Depleted Below Dark Surface(A11) _ Depleted Dark Surface(F7) _ Very Shallow Dark Surface(TF12)
_ Thick Dark Surface(Al2) __. Redox Depressions(F8) _ Other(Explain in Remarks)
_ Sandy Mucky Mineral(S1)(LRR N _ Iron-Manganese Masses(F12)(LRR N
MLRA 147 148) MLRA 138)
_ Sandy Gleyed Matrix(S4) Umbric Surface(F13)(MLRA 136 122) 'Indicators of hydrophytic vegetation and
_ Sandy Redox(S5) _ Piedmont Floodplaln Soils(F19)(MLRA 148) wetland hydrology must be present
Stripped Matrix(S6) unless disturbed or problematic
Restrictive Layer(If observed)
Type
Depth(Inches) _, Hydric Soil Present? Yes No 5� ,
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont—Interim Version

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Appendix Two:
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Stormwater Management Plan
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