joint permit application midwood prince william …€¦ · prince william county, virginia tnt...

JOINT PERMIT APPLICATION

MIDWOOD

PRINCE WILLIAM COUNTY, VIRGINIA

TNT PROJECT NO.: 270

PREPARED FOR

VADATA, INC.

JUNE 23, 2016

TABLE OF CONTENTS

General JPA Information Page

Section 1: Project Location Information 7

Section 2: Applicant, Agent, Property Owner and Contractor Information 8

Section 3: Description of Project, Purposes, Use 8-9

and Alternatives Considered

Section 4: Previous Site Visits and/or Permits Related to 9

the Proposed Work

Section 5: Project Costs 9

Section 6: Public Notification 10

Section 7: Threatened and Endangered Species 10

Section 8: Historic Resources Information 10-11

Proposed Area of Potential Effect (APE) 11b

Section 9: Wetlands/Waters Impact Information 11-12

Section 10: Applicant, Agent, and Contractor Certifications 12-13

Section 19: Fill and Other Structures in Wetlands or Waters 18

Section 21: Utility Crossings 19

` Section 24: Impoundments, Dams, and Stormwater Management Facilities 21

Appendix C: Chesapeake Bay Preservation Area Information 31

Supplemental JPA Information Page

Section 3: Description of Project, Purposes, Use 8a-b

and Alternatives Considered

Section 9: Wetlands/Waters Impact Information (Summary Table) 12a

Appendices

I USACE Jurisdictional Determination Letter &

Wetland Delineation Report

II Threatened and Endangered Species Information

III Avoidance & Minimization Analysis

IV Conceptual Mitigation Plan

V FEMA Flood Insurance Map

VI Cross Sectional Diagram

VII 8.5”x11” Drawings

VIII Overall Site Development Plan and Wetland Impacts Map

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8a

Project Description – Midwood

The Midwood project site consists of one (1) parcel of land totaling approximately 38.50 acres

that is located south of Route 55 (John Marshall Highway) in Haymarket, Virginia. The project

site is further identified by physical address 15411 John Marshall Highway and is now or

previously was a portion of Prince William County (County) GPIN 7298-41-5235. The terrain of

the project site consists of gentle slopes and level areas and is within the Broad Run drainage

basin. The project site is currently mostly wooded, undeveloped land with some open fields.

A. Purpose and Need

The purpose of the project is the construction of two (2) warehouse-type buildings that will be

utilized as data center facilities to meet increased regional demand for data services. The

project will also include utilities, access/driveways, and a stormwater management pond

necessary to serve the data center facilities. The buildings and related infrastructure will be

constructed in compliance with applicable site development plans, building codes, and site

zoning requirements. The project site is located within a Planned Business District in which data

centers are a by-right use, indicating that the County has determined that this location is

appropriate for data center buildings and associated infrastructure.

The project is needed so that the Applicant’s infrastructure can maintain secure and reliable

network connectivity and cloud infrastructure to the Applicant’s customers while keeping pace

with growing customer demand. Demand for the Applicant’s compute, storage, database, and

other computational service offerings is extremely high and growing in this region. This growth

is driven, in part, by a rapid increase in the number of companies, government agencies and

academic institutions that are decreasing their ownership of data facilities and migrating to

third-party cloud infrastructure because of technical complexities and the need for greater

security and reliability. Cloud computing provides an opportunity for these entities to replace

up-front capital infrastructure expenses with low variable costs that scale with their businesses.

There are a significant number of regional tech companies, start-ups, government agencies and

academic institutions whose need for data services from the Applicant grows annually. For

example, the Applicant experienced year-over-year demand growth of 69% in 2013, 49% in

2014, and 70% in 2015, and projections are that this growth will continue.

B. Wetland Impacts

The Waters of the U.S. and wetland boundaries were delineated by Wetlands Studies and

Solutions, Inc. (WSSI) in October 2005, and reconfirmed by a jurisdictional determination issued

by the U.S. Army Corps of Engineers (USACE) dated March 9, 2011 (NAO-2006-01343-arl) (see

Appendix I). Please note that this delineation includes additional land, west of the Midwood

project site. This portion of land is not owned by this Applicant and is not part of the Applicant’s

project. This JD has also since expired. It is important to note that TNT conducted a wetland

delineation in 2016 and submitted a new request for a jurisdictional determination on March

15, 2016; a response has not been received to-date regarding the status of this request.

As shown on the FEMA Flood Insurance Rate Map included as Appendix V (Map No.

51153C0059D, Map Effective Date: January 5, 1995), a floodplain is located along the southern

boundary of the project site.

8b

An Overall Wetlands Impact Map has been included in Appendix VIII and depicts the proposed

site plan and jurisdictional wetlands and streams. Based on the proposed site plan, which has

been modified from its original configuration to avoid and minimize impacts to the maximum

extent practicable, 991 linear feet (6,674 square feet) of intermittent stream, and 0.10 acres

(4,222 square feet) of palustrine forested wetland (PFO) will be permanently impacted. An

additional 14 linear feet (103 square feet) of intermittent stream channel will be temporarily

impacted for the installation of an 8” watermain. These unavoidable impacts to jurisdictional

waters are necessary in order to accomplish the project purpose.

Practicable Alternatives

As described below, alternative sites for the project were evaluated based on geography, capital

investment, facility sizes, utility requirements, real estate requirements, and

telecommunications redundancy, among other factors.

The project site was selected based on a quantitative and qualitative analysis with regard to

energy costs, water rates, permitting fees, construction expenses, tax rates, and labor

quality/costs among other factors that are relevant and pertinent to the project objectives. A

detailed evaluation identified the project site as the only practicable alternative for the project.

Site specific alternatives have been considered for this project, such as realignment and/or

reconfiguration of the buildings, and changes have been made to the original layout to both

avoid and minimize impacts. With these changes made, the Applicant believes there are no

practicable onsite alternatives with less adverse effects on streams, wetlands, and the aquatic

community than the project as now proposed. The Applicant has considerable investment in

the project in its current configuration. Any other configuration is not technically or practically

feasible to meet the project’s purpose. The alternative configuration is included in Appendix III

demonstrating the alternate layout disturbs 0.14 acre more wetland than the currently

proposed configuration.

Avoidance and Minimization

The Applicant, land planners, and engineers have considered all reasonable methods of avoiding

and minimizing impacts of the site to jurisdictional wetlands and streams. The Applicant has

reduced the larger building’s footprint by eliminating the material and equipment storage area

thereby avoiding impact to 0.14 acres of forested wetland. The Applicant configured the

proposed development plan so that approximately 676 linear feet of intermittent stream is

being preserved onsite. Previous preliminary development plans called for additional wetland

and stream impacts. For example, additional secondary impacts under the preliminary plans

would have resulted in an additional 700 linear feet of intermittent stream impact; however, the

proposed design has rerouted flow to the stream in order to mimic pre-construction flow and

conditions and maintain downstream hydrology. Rotating the buildings, however, is not

feasible because: 1) an alternate layout would disturb a greater amount of wetlands than the

current configuration; 2) an alternate layout would not fit within the property line and

conservation easement areas; and 3) the approved entrance location cannot be revised.

8c

In addition, the Applicant will take steps to minimize the generation of stormwater onsite and

lessen any impacts to streams. Because any increase in stormwater from the site has the

potential to damage downstream properties, all offsite stormwater draining to the site will be

diverted around the developed area. Additionally, during construction, stormwater from the

developed area will be directed to and controlled by constructed erosion control measures;

after construction, stormwater from the developed area will be directed to and controlled by

the onsite stormwater management structures.

The Applicant believes that further avoidance and minimization of impact is not possible and

that the current configuration of the proposed project is the Least Environmentally Damaging

Practicable Alternative (LEDPA). Due to the location and extent of streams onsite, permanent

impacts to 991 linear feet (6,674 square feet) of intermittent stream and 0.10 acres (4,222

square feet) of palustrine forested wetland (PFO), as well as a temporary impact to 14 linear

feet (103 square feet) of intermittent stream are unavoidable. Additional information regarding

avoidance and minimization of impacts to jurisdictional wetlands and streams is provided in

Appendix III.

I certify under penalty of law that this document and all attachments were prepared under my

direction or supervision in accordance with a system designed to assure that qualified personnel

properly gather and evaluate the information submitted. Based on my inquiry of the person or

persons who manage the system or those persons directly responsible for gathering the

information, the information submitted is to the best of my knowledge and belief true, accurate,

and complete. I am aware that there are significant penalties for submitting false information

including the possibility of fine and imprisonment for knowing violations.

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C í ï > D ð ñ ò ó ù ô ñ ý ñ ò î ô ñ ù ó � � � � � ä � � á á ß � ß � � � � à � Ý Ý � à ß � � Ý ä Ý à à � ç �§

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' ä � � æ Ý ç è é ê ëÿ � � á Ý ç æ ß ç á � ç ä � � Ý � � �

� � Ý � à Ý ç Ý � Ý ç � � � � Ý � å � � ä �ÿ � æ � Ý � � � � Ý ê è � �

LF R4 SF R4 SF PFO Ac. LF R4 SF R4

1Buildings and

InfrastructureF, NT, PE, NV, R4 < 1.0 ~0.10 991 6,674 - - - -

2Buildings and

InfrastructureF, NT, PE, V, PFO - ~0.05 - - 2,704 0.06 - -

3Buildings and


4 8" Watermain Crossing S, NT, TE, R4, NV, CNV - ~0.10 - - - - 14 103

5 Grading F, NT, PE, V, PFO - ~0.10 - - 206 0.005 - -

991 6,674 4,222 0.10 14 103Total

Permanent Impacts

R4 - Intermittent Stream; F - Fill; S - Structure; EX - Excavation; NT - Nontidal; PE - Permanent; TE - Temporary; V - Vegetated; NV - Non-vegetated; PFO -

Palustrine Forested

SUMMARY OF WATERS OF THE U.S. AND WETLAND IMPACTS

Temporary Impacts

Impact # Impact Type Impact Description

Average

Stream

Flow (cfs)

Drainage

Area (Sq.

Mi.)

A ÛÜ Ý Þ ß à Ý á â ã Ý ä Ý å æ Ý ç è é ê ë

K ) í ý ñ ð ð + - , . < ; ; , A / < . 1 2 B / . @ > < A � ? / = = 1 2 ; @ , 6 1 = / - 1 ; . 6 0 A . 0 6 1 ; 3 î ó ü ù ô < ÷ ø ; ô ø > ò ô > ø ÷ ; + , . @ 1 6 . @ < - 8 / 1 6 ; < - 2> , < . @ , 0 ; 1 ; 3 ñ ó û ÷ ô ð î ó ü ; ù ø û î ô ÷ ø ; õ ù ø ù ó ü > ó ÷ ; * D ÷ î ò < ÷ ;� � ç ä Ý � � á ä � å � � à ß � ß � � � � � ß � � å � � Ý ç ß � � � � Ý ç ä Ý � � � Ý à � � á � à ß � � � ä � � � ç � ä � � â U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U UU U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U� ç � Þ ß á Ý á � ä å Ý � � � � ß � � � ß � Ý � � � æ � ç � � � ç ç Ý à � � à � ç � � � � � ß ä � � ç Ý � � ç � à � � � � � 3 " / / å � � Ý ç ß � � � ç � å ' 3 3 6 & " � � � ä � � ß � � à ß à � ç Ý Ý � � � � � ß ä à � � � � � � � ç Ý Ý� � � � � ß ä à � � ç � Þ ß á Ý á � ä å Ý � � � � ß � � � � � ç � � Ý ç á ß à � � à � � � ß � Ý � æ ß � � � � � � á ß � � ç � å ä � å å Ý ç ä ß � � à � � � ß Ý ç � ç á ß à � � à � � à ß � Ý � � ã � ä å Ý � � � � ß � � ß à� � � � Ý ä Ý à à � ç � � ç � ß � � å � � Ý ç ß � � � æ � � ß � Ý á � ç � å � � � à ß � Ý � ç Ý � à �� ß � � � Ý � ç � � à Ý � � � � Ý � ß � � ß � � ä � ß Þ ß � � � á � � Ý � � Ý � � à � ç ä � ç Ý � � æ Ý ä � � à � ç ä � Ý á � Þ Ý ç � � Ý � ß � � Ý á � ç Ý � � ß � � � � âã Ý à ä ç ß æ Ý � � à � ç ä � ç Ý � � � � � ß � � æ Ý � � � ä Ý á ß � � Ý � � � � á à � � � � Ý ç à � ç � � � æ Ý � ä � á � Ý � � á ß � à � ç � � à Ý â5 ß � � � � Ý à � ç ä � ç Ý æ Ý � � � ä Ý á � � � ß � ß � à W U U U U X Ý à U U U U T � ÿ � � � � � ç Ý � � ä ä � ß Ý á æ � � à � ç ä � ç Ý �U U U U U U U U U U U � F � ç Ý � Ý Ý �V � � � � ç � ß � � � � Ý à � ç ä � ç Ý æ Ý � � � ä Ý á ä � � � � Ý � � � ç á � ç � å � � Ý æ � ä �Ý á Ý � � � � Ý á � Ý W U U U U U U � Ý Ý � V � � � � ç � ß � � � � Ý à � ç ä � ç Ý æ Ý � � � ä Ý á ä � � � � Ý � � � ç á � ç � å � � Ý æ � ä �Ý á Ý � � � � Ý æ Ý � ä � W U U U U U U U U � Ý Ý �ì L í ó ù ó ô ñ ü î ð ; ô ø ÷ î þ ò < î ó ó ÷ ð þ ù ü ñ ý ñ ò î ô ñ ù ó ; ý ù ø ø ÷ ; ô ù ø î ô ñ ù ó ù ø ÷ ó < î ó ò þ ÷ ó ô õ , 6 ô ÷ þ ï ù ø î ø ú ù øï ÷ ø þ î ó ÷ ó ô ø ÷ ð ù ò î ô ñ ù ó ;2 3 $ � ' $ ' & � . ! 0 " - " " � & ! � � , � " # i 0 ' # . ( 0 � . 3 ' � ) � $ ( � $ ' & � & ' 3 0 ' % $ � # & ! ' � + % " " i ! " ' # 5 $ / � ! & � ! ! 0 ) & � $ ! � ! � & ) � � & ' 3 $ ! $ � �$ � ' - " . " # i ! / / " # 3 ' � % ! " ' # � � x ( " � � . , + ) � % ' & � � 0 � # - � � & " ' # ' 3 ) � & � � ! % ! & & � & & % � # % � ) ' . ' / ' i + ! $ $ � ' - � . , + ) � g ' � 3 ' / k� " & � " 0 ' 3 ) � r 1 s 1 o � % + � ' � $ & ' 3 � # i " # � � � & ! # . ) � m " � i " # " ! � � $ ! � % � # ' 3 � # - " � ' # % � # ! / � ( ! / " + 5 " # / " � ( ' 3 0 ' % $ / � " # i ) �x ( � & " ' # & , � / ' 4 1 l � x ( " � � . " # 3 ' � % ! " ' # ' ( / " # � . , + ) � % � ) ' . ' / ' i + 0 ! # , � 3 ' ( # . ! 7� � � � � � � � � � � � � � � ¡ � ¢ £ � � ¤ ¥ ¦ � ¥ § ¨ � © § ¡ ¡ § � � ¡ � ª £ « ¨ � � � ¤ ¦ � ¬ � § § £ ® ¯ � ¤ £ � ¥ © £ � � � ® � ¨ � « ¦ � � ¡ � ° ± ²� � � � � � � � � � � ® £ ³ � ´ § ¤ « § � § � � « � ´ � µ ¤ � « ¤ � ¥ ¡ � ¶ � � £ ¤ � ¶ £ � ¨ � � ® ¡ ¯ � ¤ £ � ¥ ¡ � © § � § « � � § � � � � ¡ � ° �V � à � � Ý à � ç Ý � å ç Ý à � � ç � � ß � � � ç � @ Ý ä � æ Ý Ý � á Ý à ß � Ý á æ � � � ä � � � à � � � Ý � � ç � Ý á Ý ç � � � Ý � ä W U U U U X Ý à U U U U T � � � � Ý à � � � Ý � à Ý ß � ä � á Ý� � Ý � � å Ý � � � � Ý � Ý � ä � Ý ç Ý â U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U �� à � � Ý � Ý � ä � � à � � ç � Þ ß á ß � � � á ß � � � ç � � ß à � ç � @ Ý ä � W U U U U U X Ý à U U U U U T �c ß � Ý � ç � Ý Ý � � � à � ç Ý � å ß å � � ä � â U U U U U U U U U U U U U U U U U U U U U U U U U U� � � � ç ß æ � ß � á ç � ß � � Ý � ç Ý � â U U U U U U U U U U � ä ç Ý à ' � U U U U U U U U U U à F � ç Ý å ß � Ý à� � ß à � ß � � Þ Ý ç � Ý à � ç Ý � å � � � � � � à ß � Ý � � � � � ç � � Ý � á Ý ç� � ç å � � ç � ß � � � � � ä � � á ß � ß � � à � â U U U U U U U U U U U U U U ä � à � ç � � � à Ý á � Þ Ý ç � Ý à � ç Ý � å � � � � � � à ß � Ý � � � Ý ç å � á ß � ß ä � � ß � � à � � � � � ç � � Ý � á Ý ç � � ç å � � ç � ß � � � � � ä � � á ß � ß � � à � â U U U U U ä � à� � � � � ß � � ß � á Ý � � ß � � � � Ý å Ý � � � á � � æ Ý à Ý á � � à � � æ ß � ß ? Ý � � Ý æ � � � à â� � � � � ß � � � Ý ä � å � � à ß � ß � � � � � � Ý Ý � ß à � ß � à � ç Ý � å æ Ý á � � Ý ç ä Ý � � ä � æ æ � Ý � ç � ä � � à � � á � Ý � ä � � â

A ·Ü Ý Þ ß à Ý á â ã Ý ä Ý å æ Ý ç è é ê ë

ì L í ó ù ó ô ñ ü î ð ; ô ø ÷ î þ ò < î ó ó ÷ ð þ ù ü ñ ý ñ ò î ô ñ ù ó ; + ò , - . / - 0 1 2 35 ß � � � � � � � � � � ä � � � � Ý � à æ Ý å � ß � � � ß � Ý á ß � � � Ý å � á ß � ß Ý á à � ç Ý � å ä � � � � Ý � W U U U U U X Ý à U U U U U T � �ã Ý à ä ç ß æ Ý � � � â5 ß � � � � à � ç ä � ç Ý � à � æ Ý � � � ä Ý á ß � � � Ý à � ç Ý � å � � ä ç Ý � � Ý ç ß � � � Ý à � � � � � à � å Ý � � á Ý ç à � Ý � ä � W U U U U U X Ý à U U U U U T �� Ý à � � � Ý � à Ý Ý � � � � ß � â

ì K í > ô ñ ð ñ ô ú ò ø ù ; ; ñ ó ö ;ÿ � Ý � � ä ç � à à ß � â U U U U U � Þ Ý ç � Ý � á U U U U U � ç Ý � ä � Ý á U U U U U á ß ç Ý ä � ß � � � � � � á ç ß � � Ý á� Ý � � � á � � ä � Ý � ç ß � ä � ç ç ß á � ç � � Þ Ý Ý � � � ß � � � ä � Ý ä � � � � � � � � � � � � � â U U U U U U å Ý ä � � � ß ? Ý á � � � á ä � Ý � ç ß � � � � � á ß à � ç æ à � � Ý à � ß � à ç � � ä ÝU U U U U U ä � � ß � Þ Ý Ý � � � ß � � � æ � Þ Ý � � Ý à � ß � à ç � � ä Ýã Ý à ä ç ß æ Ý � � Ý å � � Ý ç ß � � à � � æ Ý à Ý á ß � � � Ý ß � à � � � � � � ß � � � � � � Ý � ß � ß � � ß � Ý � ß � ä � á ß � ç � Þ Ý � æ Ý á á ß � � � ç � ç Ý � ä � Ý á ß � à � � � � � � ß � � à � æ Ý � � � � ß � Ýà � ç ç ß Ý à à Ý á á ç ß � á ß ç Ý ä � ß � � � á ç ß � � ß � � Ý � ä � � � � á � à Ý F Ý � ä Ý � � Ý Þ Ý � � à � � á Ý � � ß � � � � � � Ý ß � à � � � � � � ß � � � ß � � æ Ý � ä ä � å � � ß à � Ý á � ß � ä � á ß � å Ý � � � á à à Ý á � � ç ß � � à � ç Ý � å � � á á ç ä ç � à à ß � à � �� ç � Þ Ý ç � Ý � á ä ç � à à ß � à � Þ Ý ç � � Þ ß � æ � Ý � � � Ý ç � � à � ß � ä � á ß � � � � � ß á � � � � � Ý ç � � à � � � � Ý � à Ý ß � á ß ä � � Ý � � Ý � Ý ß � � � � � � � Ý ç � Þ Ý ç � Ý � áä ç � à à ß � à � ç æ ç ß á Ý à � Þ Ý ç � � Ý � � � Ý ç � � ç Ý � � � ß Þ Ý � � å Ý � � � ß � � � � Ý ç � å Ý � � � � � � � � Ý ç � � ç � ç á ß � � ç � ß � � � � Ý ç å � ç � âT � å ß � � � à à � Ý å Þ � � � � Ý � ß � � ç � @ Ý ä � ß � Þ � � Þ Ý à � � � Ý ç � ß � Ý à â U U U U U U U U U U U U U U U U U U U U U5 ß � � � � Ý ç Ý æ Ý � � Ý � ä Ý à à � � Ý � ä � Þ � � Ý á å � � Ý ç ß � � W U U U U U X Ý à U U U U U T �� à � � á Ý à ä ç ß æ Ý � � Ý å Ý � � � á � � � � � ß � � æ Ý � á Ý ç � � � Ý � � � á ß à � � à Ý � � � � � á � ç � � à � � ç � � � � Ý å � � Ý ç ß � � � � ß � à � Ý ç å � � Ý � � á ß à � � à � � � � ä � � ß � � � � á ß Þ Ý � � � � � � ä � � ß � � â5 ß � � � � Ý � ä Ý à à å � � Ý ç ß � � æ Ý à � � ä � � ß � Ý á ß � � Ý � � � � á à W U U U U U X Ý à U U U U U T �� à � � � ß � � � � Ý à � � ä � � ß � Ý á å � � Ý ç ß � � æ Ý � � � ä Ý á � � � ß � � Ý ç � � æ ç ß ä � ç à � å Ý � � � Ý ç � � Ý � � ß å � Ý ç Þ ß � à à ç � � ä Ý W U U U U U X Ý à U U U U U T �

( BÜ Ý Þ ß à Ý á â ã Ý ä Ý å æ Ý ç è é ê ë

ì K í > ô ñ ð ñ ô ú ò ø ù ; ; ñ ó ö ; + ò , - . / - 0 1 2 35 ß � � � Ý ç å � � Ý � � � ä ä Ý à à ç � � á à æ Ý � � � ä Ý á � � ç � � � Ý � � � � á à � à � ç Ý � å à W U U U U X Ý à U U U U U T �� Ý à � � ß � � � � Ý ç � � á à æ Ý U U U U U U U � � ç � á Ý � ç U U U U U U U � æ � Þ Ý ç � á Ý � ä � Ý ä � � � Ý � W5 ß � � � � Ý � ß � ß � � ß � Ý � � ç � � � Ý � � � � á à � � � � Ý ç à æ Ý ä � � � ß � � � � å � ß � � � ß � Ý á � Ý � � Þ ß � å � � ß � � ç � Ý ç æ ß ä ß á Ý � W U U U U X Ý à U U U U U T �� å � ß � � � ß � Ý á � � � � � ß à � � Ý å � � ß å å � ß á � � W U U U U U U U U U U � Ý Ý �ì ì í ø ù î ü ò ø ù ; ; ñ ó ö ;V � Þ Ý � ä � � á ä � Ý á � á ç � � ß ä à � á ß Ý à � � Þ Ý ç ß � � � Ý � á Ý F � ä � � � � Ý ä � Þ Ý ç � à W U U U U U X Ý à U U U U U T �� à � � � � Ý � à Ý � � � � ä � � ä � � � � � � Ý � á ç � � ß ä à � á � ç Ý � � ç � �m " � i " # " ! � � $ ! � % � # ' 3 ¸ � ! # & $ ' � ! 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� � ç ß � � � � Ý à � � á á � å à � à Ý � � Ý � � æ � Ý æ Ý � � � � � � ç � Þ ß á Ý � � Ý å Ý á ß � � å � � � � � à � ç Ý � å � � � � à ß � ä æ ß ä � Ý Ý � � Ý ç à Ý ä � � á � ä � à � � � � � Ý � � � Ý çß � � � � Ý � ç á � å à ß � Ý � � � � � � � � Ý à � ç Ý � å � Ý � ß � � � Ý ç Ý ß à � � � � � Ý � � � � Ý ß � � � � Ý � ç á � å à ß � Ý � � � ß � � � Ý Ý á � � ß � � Ý ç � � � � � Ý � � � � à � � � � Ýß � � � � Ý � ç á � å à ß � Ý æ � à Ý á � � � � � Ý å � à � ä � � à Ý � ç Ý � � � Ý á � � � Ý ç à � Ý á ß � � � ß ä � � � Ý ç Ý ß à � � � � Ý ç � � ß � � � � à � ç Ý � å � Ý å � � ß � � ç Ý á æ � � Ýz � ß � Ý á � � � � Ý à d Ý � � � ß ä � ç Þ Ý � z � d � � � � � Ý á ß � � � � � � ß à � � Ý Þ � � Ý � � � � ß ä � � � � � � � � � Ý å Ý � à ç Ý å Ý � � à � ç Ý � æ � Þ Ý � � á � � � � � � � � ÝS K R Q ^ H K S K O L Q R H K [ K _ I N Ü } K Z a R O a Q R _ Q I Q I S K L a S K Q H K b K H H K Z L I R Q L ] K � ! " K Þ \ K K Z K O \ K b _ I N P Ü | ] K S K Z a R O b _ I N k K O K H R _ _ M S ^ Q L [ Ýä � � ä � � � Ý á � ç � å z � d � � ß à � � ç ß ä � � á � � � � � � Ý � à Ý á � � � � � ç � Þ ß á Ý % � ! # p ! - � � ! i � w � � � � 1� � � � � � Ý á ß � � � � � � � ä � à � � � � � � � Ý á ß � � � � � � � ä � à �b � � � ç b � � Ý æ ç � ç � à �� ç ä � � Ý � � Ý å æ Ý ç� � ç ß � ' ä � � æ Ý ç� � T � Þ Ý å æ Ý çb � Ý ã Ý ä Ý å æ Ý ç

q AÜ Ý Þ ß à Ý á â ã Ý ä Ý å æ Ý ç è é ê ë

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B / = = / ; ; 0 1 = < - 2 J 2 / ; . 0 6 > / - : 8 1 6 9 / . ; ? , 6. @ / ; 8 6 , H 1 A . � ÿ � Ý ç Ý F ß ç Ý å Ý � � à � � � � Ý d � � ä � å � � � � Ý ä � � � Ý � � ß å � � Ý á Ý à ß � � � á ä � � à � ç ä � ß � � � � � ç � @ Ý ä � à � � � � ç á Ý ç � � Ý � à ç Ý � � � �� Ý à Ý ç Ý F ß ç Ý å Ý � � à � ç Ý ä � � à ß á Ý ç Ý á Ý � ç � ß � � � Ý � Ý ç å ß � � ß � � ç � ä Ý à à � � � á � � � Þ � ß á � � Ý ä Ý à à � ç � � á ä � à � � á Ý � � à � � � � � ß ä � � � à à � � � áä � � � � ä � � � Ý ß ç � � ä � � � Þ Ý ç � å Ý � � � à Ý � ç � ß � � � Ý � ç � ä Ý à à � à � � à à ß æ � Ý � � � á ß Þ ß á � � � � ä � � ß � ß Ý à å � ç Ý F Ý à � ß � � � ç å � � ß � � ç Ý � ç á ß � Ý � ß à � ß � Þ Ý Ý � � � ß � � � ß � � ß � � � Ý Ü � � � à � Ý � � � à � á Ý à ä ç ß � � ß � � � � á à ß � Ý á ç � � ß � à � � � � � ç � � � à Ý á � � � á á ß à � ç æ � � ä Ý � ä � � à � ç ä � ß � � � � ç Þ Ý Ý � � � ß � �ä � Ý � ç ß � � c � ä � � ß � à � � � � ä � � ç Ý á � ß � � Ý � à ç ß � ä � å � � ß � � ä Ý � ß � � � � Ý d � � ä � � ß � � � � Ý � Ý Þ � � � � Ý � ç � @ Ý ä � � ç � � � à � � à � � á � á Þ ß à Ý � � Ý ß ç c � ä � �5 Ý � � � � á à d � � ç á à � ç � � � Ý ç � � � ç � � ç ß � � Ý � � ç � ß Ý à � � � � � � ß ä � æ � Ý d � � ä � ß à à Ý à �ó , . 1 ; ? , 6 < = = 8 6 , H 1 A . ; / - ø ï î ;ê � ã Ý Þ Ý � � � å Ý � � � ä � � à � ç ä � ß � � � � � � á á ß à � ç æ � � ä Ý � � ç � � � ä Ý å Ý � � � � � ß � � � ß � � ß � Ü � � � Ý � � ç Ý à ç Ý F ß ç Ý à � ç Ý Þ ß Ý � � ç � å � � Ý � � ä � � ß � � � á å � ç Ý F ß ç Ý � � Ý � ä Ý � � ß � � � ç Þ � ç ß � � ä Ý � ç � å � � Ý � � ä � � d � � ä � � ç � ç � å � ç ? � � ß � � ç á ß � � � ä Ý � � � Ý � à Ý ä � � � � ä � � � Ý � � � ç � � ç ß � � Ý � � ä � � � Þ Ý ç � å Ý � � � � á Ý � Ý ç å ß � Ý � � Ý � � Ý à � � á Ý Þ Ý � � � å Ý � � � ç � � � á à Ý à � � � � � ç Ý � Ý ç å ß � � Ý á � ß � � ß � Ü � � à �+ , � ç à � � � � � � ` c � � ê é � è é � ê é E � � � � à ß � Ý á Ý � ß � Ý � � ß � � � � � � Ý Ü � � ß à ç Ý F ß ç Ý á � � ç � � � � ç � @ Ý ä � à ß � � d � � � � ä � � ß � ß Ý à � d Ý ä � à Ý z � d � å � � à� ç Ý � � � R _ N R M Q a O Z a \ R L a * K I b R \ L ^ R _ $ a O � b a K _ Z â \ I � á ß � ß � � à � � � Ý å � � � � æ Ý à Ý á � � á Ý � Ý ç å ß � Ý � � Ý à ß � Ý � à � Ý ä ß � ß ä æ � � á � ç ß Ý à � � � � Ý Ü � � �ó , . 1 ; ? , 6 ; @ , 6 1 = / - 1 1 6 , ; / , - A , - . 6 , = 8 6 , H 1 A . ; / - ø ï î ;Ü Ý � Ý à � � æ � ß à � å Ý � � � � � � � á Þ Ý Ý � � � ß � � ß � � � Ý æ � � Ý ç å � æ Ý ç Ý F ß ç Ý á � � å ß � ß � � Ý � � ç � � Ý ç Ý å � Þ � � � ç á ß à � ç æ � � ä Ý � � æ � � Ý ç Þ Ý Ý � � � ß � �� à à � ä ß � � Ý á � ß � � � ç � ç � � � à Ý á � ç � @ Ý ä � � � � Ý � à Ý ä � � � � ä � � � Ý � � ä � � � Þ Ý ç � å Ý � � � � á Ý � Ý ç å ß � Ý � � Ý å ß � ß � � ß � � ç Ý F ß ç Ý å Ý � � à � � ç ß å � � ä � à � � � � Ýê é é � � � � � Ü � � æ � � Ý ç �� ç à � � � � � � ` c � � ê é � è é � ê ë é � E � � � e � � � ` c � � ê é � è é � ê ë é � ê � � � á � ` c � � ê é � è é � ê è é � � � � Ý c ß ç ß � ß � � á å ß � ß à � ç � � ß Þ Ý � � á Ý � � � Ý � � ä � � ß � � ß � � à Ý � � Ý ß � � � ç å � � ß � � � ç � Þ ß á Ý á ß � � � ß à � � � Ý � á ß � � � á ß � � � Ý � ç � @ Ý ä � á ç � � ß � à � � � � � � ß � � � � � Ý ç ß � � � ç å � � ß � � ß � � � ß à � Ý ç å ß � � � � � ß ä � � ß � � � � �å � � Ý � á Ý � Ý ç å ß � � � ß � � � � � � âê � � � � ç � � � à Ý á à � � ç Ý � ß � Ý Ý ç � à ß � � ä � � � ç � � å Ý � à ç Ý à � ç Ý � Ý ä Ý à à � ç � � á ä � � à ß à � Ý � � � ß � � � � Ý � � � ç Ý � � � � Ý Ý ç � à ß � � � ä ä ç ç ß � � � � � ÝQ a L K o R O Z L ] K S K R Q ^ H K Q ] R * K K S J _ I M K Z L ] K $ [ K Q L R * R a _ R [ _ K L K \ ] O a \ R _ R Z * a \ K âè � � � á ß Ý � � à Þ Ý Ý � � � ß � � � ß � � æ Ý � ç Ý à Ý ç Þ Ý á � � � � Ý å � � ß å å Ý � � Ý � � � ç � ä � ß ä � æ � Ýë � � ç � � � à Ý á � � � á á ß à � ç æ � � ä Ý � � à æ Ý Ý � å ß � ß å ß ? Ý áe � � � � ç � � ç ß � � Ý å ß � ß � � ß � � � � � � � ß � à � ß � � � ç � Þ ß á Ý � � Ý ç Ý F ß ç Ý á � � � Ý ç F � � ß � � � ä � ß � � à � � � � Ý æ � � Ý ç � � ` c � � ê é � è é � ê ë é � ë �E � | ] K J H I - K \ L a Q \ I O Q a Q L K O L N a L ] L ] K _ I \ R _ a L M P Q \ I S J H K ] K O Q a * K J _ R O� � � ä ä Ý à à � � � � Ý � ç � @ Ý ä � � ß � � æ Ý � ç � Þ ß á Ý á � ß � � � � Ý å ß � ß å å á ß à � ç æ � � ä Ý � Ý ä Ý à à � ç �

APPENDIX I

WETLAND DELINEATION REPORT & USACE JURISDICTIONAL DETERMINATION LETTER

February 18, 2016

Mr. Johnny Lim

JCL Consulting, LLC

4460 Brookfield Corporate Drive

Suite K

Chantilly, Virginia 20151

TNT Project #: 270-A

Reference: Wetland Reconfirmation Letter, Midwood, Prince William County, Virginia

Dear Mr. Lim,

At your request and in general accordance with TNT Environmental, Inc. (TNT) proposal number 787,

dated February 1, 2016, TNT conducted a site reconnaissance on the above-referenced project site to

evaluate the site in order to acquire a valid jurisdictional determination.

The Midwood project site consists of three parcels of land totaling approximately 61.6 acres and located

south of Route 55 (John Marshall Highway) in Haymarket, Virginia. The project site is further identified

by physical address 15411 John Marshall Highway and Prince William County GPINs: 7298-42-4228,

7298-41-5235, and 7298-32-9522. The terrain of the project site consists of gentle slopes and level

areas and is within the Broad Run drainage basin. The project site is currently mostly wooded,

undeveloped land with some open fields.

The Waters of the U.S. and wetland boundaries were delineated by Wetlands Studies and Solutions, Inc.

(WSSI) in October 2005, and reconfirmed during a jurisdictional determination (JD) with the U.S. Army

Corps of Engineers (USACE) dated March 9, 2011 (NAO-2006-01343-arl). The current JD will expire on

March 9, 2016. Please note that this former delineation includes additional land, west of the Midwood

project site. This portion of land is now owned by others and is not part of this evaluation.

TNT conducted a pedestrian survey of the project site on Friday, February 12, 2016. As shown on the

enclosed wetland delineation map and based on the site survey, the majority of wetlands and Waters of

the U.S. onsite appear to be unchanged since the former wetland delineation. It is important to note

that an isolated feature in the south-central portion of the site was formerly mapped as a Palustrine

Forested Wetland (PFO); however, during TNT’s field assessment, this area did not exhibit hydric soils or

a dominance of hydrophytic vegetation. Further, this feature does not and formerly was not mapped as

having a significant nexus to any other jurisdictional features. It is important to note that no data points

within this area were included in the previous wetland delineation.

JCL Consulting, LLC

TNT Project #: 270-A

February 19, 2016

P a g e | 2

Please refer to the enclosed Wetland Delineation Map showing the potentially jurisdictional wetlands

and Waters of the U.S., per TNT’s reconnaissance. TNT collected data points within and outside wetland

areas to characterize these features and define their boundaries. These data points and photographs

are enclosed with this letter. Data Points from the previous wetland delineation by WSSI were collected

using the 1987 Manual and the Eastern Mountains and Piedmont Regional Supplement and should be

referred to for those additional wetlands that remain unchanged. The findings on the enclosed Wetland

Delineation Map shall be considered preliminary until approved through a Jurisdictional Determination.

We appreciate the opportunity to work with you on this project. If you have any questions, please feel

free to contact us at any time at (703) 466-5123.

Sincerely,

TNT ENVIRONMENTAL, INC.

Lauren A. Duvall, PWD, PWS, ISA-CA Avi M. Sareen, PWD, PWS, ISA-CA

Senior Wetland Scientist Principal/President

[email protected] [email protected]

Enclosures:

TNT Wetland Delineation Data Sheets

Photographs

Wetland Delineation Map (February 18, 2016)

Wetland Delineation Map (September 2005, revised March 22, 2006)

APPROXIMATE STUDY AREA

FIGURE 1

USGS TOPOGRAPHIC MAP

THOROUGHFARE GAP, VA

QUADRANGLE MAP (2013)

TNT PROJECT NO: 270-A

Not to Scale

13996 PARKEAST CIRCLE

SUITE 101

CHANTILLY, VIRGINIA

20151

WETLAND

RECONFIRMATION

MIDWOODPROPERTY

PRINCE WILLIAM COUNTY, VA

MARCH 2016

US Army Corps of Engineers Eastern Mountains and Piedmont – Final

WETLAND DETERMINATION DATA FORM – Eastern Mountains and Piedmont

Project/Site: Midwood Property City/County: Prince William County Sampling Date: 2-12-16

Applicant/Owner: JCL Consulting, LLC State: VA Sampling Point: DP-1

Investigator(s): L. Duvall, S. Swartzendruber Section, Township, Range:

Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): concave Slope (%): 2-5

Subregion (LRR or MLRA): Lat: Long: Datum:

Soil Map Unit Name: 5C (Arcola-Nestoria) NWI classification: n/a

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

Hydric Soil Present? Yes No

Wetland Hydrology Present? Yes No

Is the Sampled Area within a Wetland? Yes No

Remarks:

Palustrine Forested (PFO) Wetland

HYDROLOGY

Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6)

Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8)

High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10)

Saturation (A3) Oxidized Rhizospheres on Living 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 (C8)

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 (D1)

Iron Deposits (B5) Geomorphic Position (D2)

Inundation Visible on Aerial Imagery (B7) 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): srfc

Water Table Present? Yes No Depth (inches): 6"

Saturation Present? Yes No Depth (inches): srfc (includes capillary fringe)


Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:

Remarks:

Wetland Hydrology observed.


VEGETATION (Five Strata) – Use scientific names of plants. Sampling Point: DP-1

Tree Stratum (Plot size: 15') 1. Quercus palustris

2. Fraxinus pennsylvanica

3. Juniperus virginiana

4.

5.

6.

7.

Sapling Stratum (Plot size: 15') 1. Fraxinus pennsylvanica

2. Quercus palustris

3.

4.

5.

6.

7.

Shrub Stratum (Plot size: 10') 1.

2.

3.

4.

5.

6.

7.

Herb Stratum (Plot size: 10') 1. Lonicera japonica

2. Microstegium vimenium

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

Woody Vine Stratum (Plot size: 10') 1. Toxicodendron radicans

2.

3.

4.

5.

Absolute % Cover 15

10

10

35 5

5

10

20

40

60

5

5

Dominant Species? Y

Y

Y

= Total Cover Y

Y

= Total Cover

= Total Cover N

Y

= Total Cover

Y

= Total Cover

Indicator Status FACW

FACW

FACU

FACW

FACW

FAC

FAC

FAC

Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 6 (A) Total Number of Dominant Species Across All Strata: 7 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 86% (A/B)

Prevalence Index worksheet: Total % Cover of: Multiply by:

OBL species x 1 =

FACW species x 2 =

FAC species x 3 =

FACU species x 4 =

UPL species x 5 =

Column Totals: (A) (B)

Prevalence Index = B/A =

Hydrophytic Vegetation Indicators:

1 - Rapid Test for Hydrophytic Vegetation

2 - Dominance Test is >50%

3 - Prevalence Index is ≤3.01

4 - Morphological Adaptations1 (Provide

supporting data in Remarks or on a separate sheet)

Problematic Hydrophytic Vegetation1

(Explain)

1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions 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.


Remarks: (Include photo numbers here or on a separate sheet.) Hydrophytic vegetation dominates the vicinity.


SOIL Sampling Point: DP-1

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) % Type1

Loc2 Texture Remarks

0-1

1-18

7.5YR 4/3

7.5YR 4/2

100

90

5YR 4/6

10

siltloam

siltclay

1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.

Hydric Soil Indicators: Indicators for Problematic Hydric Soils3:

Histosol (A1) Dark Surface (S7) 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) Red Parent Material (TF2) Depleted Below Dark Surface (A11) Depleted Dark Surface (F7) Very Shallow Dark Surface (TF12) Thick Dark Surface (A12) Redox Depressions (F8) Other (Explain in Remarks) Sandy Mucky Mineral (S1) (LRR N, Iron-Manganese Masses (F12) (LRR N, MLRA 136)

MLRA 147, 148) Umbric Surface (F13) (MLRA 136, 122) Sandy Gleyed Matrix (S4) Piedmont Floodplain Soils (F19) (MLRA 148) Sandy Redox (S5) Stripped Matrix (S6)

3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type:

Depth (inches): Hydric Soil Present? Yes No

Remarks: Hydric soils observed.






Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): convex Slope (%): 5


Soil Map Unit Name: 4B (Arcola Silt Loam) NWI classification: n/a









Remarks:

Upland Data Point.

HYDROLOGY













Field Observations:

Surface Water Present? Yes No Depth (inches): -

Water Table Present? Yes No Depth (inches): >18"

Saturation Present? Yes No Depth (inches): >18" (includes capillary fringe)



Remarks:

No indicators of wetland hydrology observed.



Tree Stratum (Plot size: 15') 1. Juniperus virginiana


3. Pinus virginiana

4.

5.

6.

7.



3.

4.

5.

6.

7.


2.

3.

4.

5.

6.

7.



3.

4.

5.

6.

7.

8.

9.

10.

11.

12.


2.

3.

4.

5.

Absolute % Cover 25

5

5

35 5

5

10

20

10

30

5

5

Dominant Species? Y

N

N

= Total Cover Y

Y

= Total Cover

= Total Cover Y

Y

= Total Cover

Y

= Total Cover

Indicator Status FACU

FACW

FACU

FACW

FACU

FAC

FAC

FAC



OBL species x 1 =

FACW species x 2 =

FAC species x 3 =

FACU species x 4 =

UPL species x 5 =










(Explain)








0-18

7.5YR 4/3

100

siltloam







Remarks: Hydric soils not observed.






Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): concave Slope (%): 5











Remarks:

Upland Data Point.

HYDROLOGY













Field Observations:


Water Table Present? Yes No Depth (inches): >18"




Remarks:

No indicators of wetland hydrology observed.





3. Pinus virginiana

4.

5.

6.

7.



3.

4.

5.

6.

7.


2.

3.

4.

5.

6.

7.



3. Smilax rotundifolia

4. Rubus allegheniensis

5.

6.

7.

8.

9.

10.

11.

12.


2.

3.

4.

5.

Absolute % Cover 15

5

5

35 5

5

10

5

40

15

15

75

5

5

Dominant Species? Y

N

N

= Total Cover Y

Y

= Total Cover

= Total Cover N

Y

Y

Y

= Total Cover

Y

= Total Cover


FACW

FACU

FACW

FACU

FAC

FAC

FAC

FACU

FAC



OBL species x 1 =

FACW species x 2 =

FAC species x 3 =

FACU species x 4 =

UPL species x 5 =










(Explain)








0-4

4-18

5YR 3/3

5YR 4/4

100

100

silt clay

silt clay
























Remarks:

Upland Data Point.

HYDROLOGY













Field Observations:






Remarks:

High water table observed.




2. Pinus virginiana

3.

4.

5.

6.

7.


2.

3.

4.

5.

6.

7.


2.

3.

4.

5.

6.

7.

Herb Stratum (Plot size: 10') 1. Microstegium vimenium

2. Lonicera japonica

3. Smilax rotundifollia

4.

5.

6.

7.

8.

9.

10.

11.

12.

Woody Vine Stratum (Plot size: 10') 1.

2.

3.

4.

5.

Absolute % Cover 15

60

75 2

2

50

25

5

80

Dominant Species? Y

Y

= Total Cover N

= Total Cover

= Total Cover Y

Y

N

= Total Cover

= Total Cover


FACU

FACW

FAC

FAC

FAC



OBL species 0 x 1 = 0

FACW species 2 x 2 = 4

FAC species 80 x 3 = 240

FACU species 75 x 4 = 300

UPL species 0 x 5 = 0

Column Totals:157 (A) 544 (B)

Prevalence Index = B/A = 3.46








(Explain)



Remarks: (Include photo numbers here or on a separate sheet.) Hydrophytic vegetation does not dominate the vicinity.





0-6

6-18

5YR 3/3

5YR 4/4

100

100

silt clay

silt clay
























Remarks:

Upland Swale Data Point.

HYDROLOGY













Field Observations:

Surface Water Present? Yes No Depth (inches): 0-3"


Saturation Present? Yes No Depth (inches): srfce (includes capillary fringe)



Remarks:

High water table observed.




2. Pinus virginiana

3.

4.

5.

6.

7.


2.

3.

4.

5.

6.

7.


2.

3.

4.

5.

6.

7.

Herb Stratum (Plot size: 10') 1. Microstegium vimenium

2. Lonicera japonica

3. Smilax rotundifollia

4. Rubus allgheniensis

5.

6.

7.

8.

9.

10.

11.

12.

Woody Vine Stratum (Plot size: 10') 1.

2.

3.

4.

5.

Absolute % Cover 15

60

75 2

2

10

10

2

2

24

Dominant Species? Y

Y

= Total Cover N

= Total Cover

= Total Cover Y

Y

N

N

= Total Cover

= Total Cover


FACU

FACW

FAC

FAC

FAC

FACU



OBL species 0 x 1 = 0

FACW species 2 x 2 = 4

FAC species 22 x 3 = 66

FACU species 77 x 4 = 308

UPL species 0 x 5 = 0

Column Totals:101 (A) 378 (B)

Prevalence Index = B/A = 3.74








(Explain)



Remarks: (Include photo numbers here or on a separate sheet.) Hydrophytic vegetation does not dominate the vicinity.





0-4

4-18

5YR 3/3

5YR 4/4

100

100

silt clay

silt clay








MIDWOOD PROPERTY PHOTOGRAPHIC LOG

TNT ENVIRONMENTAL, INC. FEBRUARY 2016

Photograph 1: View to the northeast showing the boundary of the forested wetland on the

eastern portion of the site, near Data Point DP-1.

Photograph 2: View to the south showing the forested wetland located on the eastern portion

of the site, near Data Point DP-1.



Photograph 3: Upstream view of the stream located along the eastern portion of the site.

Photograph 4: View to the east showing the linear forested wetland located east of the sanitary

sewer easement on the eastern portion of the site.



Photograph 5: View to the north showing the forest stand from the sanitary sewer easement

along the southern portion of the site.

Photograph 6: View to the south showing the area where Data Point DP-3 was collected.



Photograph 7: View to the northwest showing the location where Data Point DP-4 was

collected.

Photograph 8: View to the north showing the location where Data Point DP-5 was collected.

PALUSTRINE FORESTED (PFO) WETLAND

11,823 SF (0.27 ACRES)

UPLAND ISLAND


1,312 SF (0.03 ACRES)


2,704 SF (0.06 ACRES)

WATERS OF THE U.S. (WOUS)

1,542 LF (9,479 SF)


1,052 SF (0.02 ACRES)


253 SF (0.01 ACRES)

WATERS OF THE U.S. EXTEND FROM OFFSITE


51 LF (199 SF)

PALUSTRINE EMERGENT WETLAND

(PEM)

3,547 SF (0.08 ACRES)

PALUSTRINE OPEN WATERS

(POW)

11,410 SF (0.26 ACRES)

WATERS OF THE U.S. EXTEND FROM OFFSITE

MATCHLINE

MATCHLINE


126 LF (841 SF)

ENVIRONMENTAL

Cha

ntill

y, V

A 2

0151

WW

W.T

NT

EN

VIR

ON

ME

NT

ALI

NC

.CO

M

1399

6 P

arke

ast C

ircle

, Sui

te 1

01

PH

: 703

-466

-512

3

NOTES:

1. A FORMER WETLAND DELINEATION WAS CONDUCTED ONSITE AND A SUBSEQUENT USACE JURISDICTIONAL DETERMINATION FROM THE U.S. ARMY CORPS OF ENGINEERS WAS ISSUED ON

MARCH 9, 2011 (NAO-2006-01343-arl). THIS JD EXPIRES MARCH 9, 2016.2. THE FINDINGS OF THIS WETLAND DELINEATION SHOULD BE CONSIDERED PRELIMINARY UNTIL APPROVED THROUGH A JURISDICTIONAL DETERMINATION WITH THE U.S. ARMY CORPS OF ENGINEERS (USACE).

Wetlands and Waters of the U.S. Total

Palustrine Forested Wetlands (PFO) 19,076 SF (0.44 Ac.)

Palustrine Emergent Wetlands (PEM) 6,870 SF (0.16 Ac.)

Palustrine Open Waters (POW) 11,410 SF (0.26 Ac.)

Waters of the U.S. 2,661 LF

LEGEND

STUDY AREA

SURVEYED WATERS OF THE U.S. (WOUS)

SURVEYED PALUSTRINE FORESTED (PFO) WETLAND

SURVEYED PALUSTRINE EMERGENT (PEM) WETLAND

SURVEYED PALUSTRINE OPEN WATERS (POW)

APPROXIMATE TNT DATA POINT LOCATIONS


942 LF (6,442 SF)


232 SF (0.005 ACRES)

PALUSTRINE EMERGENT (PEM) WETLAND

3,323 SF (0.08 ACRES)


121 SF (0.003 ACRES)


2,293 SF (0.05 ACRES)


338 SF (0.008 ACRES)

WATERS OF THE U.S. (WOUS)FLOW OFFSITE

MATCHLINE

MATCHLINE

ENVIRONMENTAL

Cha

ntill

y, V

A 2

0151

WW

W.T

NT

EN

VIR

ON

ME

NT

ALI

NC

.CO

M

1399

6 P

arke

ast C

ircle

, Sui

te 1

01

PH

: 703

-466

-512

3

NOTES:

1. A FORMER WETLAND DELINEATION WAS CONDUCTED ONSITE AND A SUBSEQUENT USACE JURISDICTIONAL DETERMINATION FROM THE U.S. ARMY CORPS OF ENGINEERS WAS ISSUED ON MARCH 9, 2011

(NAO-2006-01343-arl). THIS JD EXPIRES MARCH 9, 2016.2. THE FINDINGS OF THIS WETLAND DELINEATION SHOULD BE CONSIDERED PRELIMINARY UNTIL APPROVED THROUGH A JURISDICTIONAL DETERMINATION WITH THE U.S. ARMY CORPS OF

ENGINEERS (USACE).

LEGEND

STUDY AREA

SURVEYED WATERS OF THE U.S. (WOUS)


SURVEYED PALUSTRINE EMERGENT (PEM) WETLAND

SURVEYED PALUSTRINE OPEN WATERS (POW)

APPROXIMATE TNT DATA POINT LOCATIONS

Wetlands and Waters of the U.S. Total

Palustrine Forested Wetlands (PFO) 19,076 SF (0.44 Ac.)

Palustrine Emergent Wetlands (PEM) 6,870 SF (0.16 Ac.)

Palustrine Open Waters (POW) 11,410 SF (0.26 Ac.)

Waters of the U.S. 2,661 LF

DEPARTMENT OF THE ARMY NORFOLK DISTRICT CORPS OF ENGINEERS

FORT NORFOLK 803 FRONT STREET NORFOLK VIRGINIA 23510-1096

Page 1 of 2

March 9, 2011

Northern Virginia Regulatory Section NAO-2006-01343-arl (North Fork Broad Run) Landservices, Inc Attn: Eugene Siegel 10432 Balls Ford Road, Suite 300 Manassas, Virginia 20109 Dear Mr. Siegel: This letter is in regard to your request for an approved jurisdictional determination for waters of the U.S. (including wetlands) on the property known as the Midwood project site. The approximately 120 acre project site is located south of Route 55, west of Route 15 and north of the Southern Railroad in Prince William County, Virginia. An on-site jurisdictional determination has found waters and wetlands regulated under Section 10 of the Rivers and Harbors Act (33 U.S.C. 403) and/or Section 404 of the Clean Water Act (33 U.S.C. 1344) on the project site listed above. Non-tidal headwater wetlands; non-tidal adjacent wetlands and non-tidal streams have been identified on the site. This letter shall serve to confirm the wetlands and waters delineation by Wetland Studies and Solutions, Inc., as surveyed and shown on the map titled, "Waters of the U.S. Delineation – Midwood”, dated September, 2005 with a final revision date of March 22, 2006.

Our basis for this determination is the application of the Corps' 1987 Wetland Delineation Manual, Eastern Mountains and Piedmont Regional Supplement and the positive indicators of wetland hydrology, hydric soils, and hydrophytic vegetation. The wetland is a water of the United States and is part of a tributary system to interstate waters (33 CFR 328.3(a)). These waters meet the Corps' definition of waters of the United States, are part of a tributary system to interstate waters (33 CFR 328.3 (a)) and have an ordinary high water mark (or high tide line). Any mechanized landclearing that disturbs the soil surface, such as with a bulldozer and/or root rake, and/or any structure, fill or excavation in the [wetlands and/or streams and/or ditches and/or ponds] on this site may require a Department of the Army permit and possibly authorization by state and local authorities. Your proposed work may require a Virginia Water Protection Permit from the Virginia Department of Environmental Quality (DEQ) and/or a permit from the Virginia Marine Resources Commission (VMRC). Please obtain all required permits before starting work in the delineated waters/wetland areas. This letter contains an approved jurisdictional determination for your subject site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 33 1. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the North Atlantic Division Office at the following address:

of 2

United States Army Corps of Engineers North Atlantic Division ATTN: Michael Vissichelli, Regulatory Appeals Review Officer Building 301, General Lee Avenue Fort Hamilton Military Community Brooklyn, NY 11252

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 C.F.R. part 33 1.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by May 9, 2011. It is not necessary to submit an RFA form to the Division office if you do not object to the determination in this letter.

This jurisdictional determination is valid for a period of five years from the date of this letter. If you have any questions, please contact Ms. Anna Lawston in the Warrenton Field Office at PO Box 911, Warrenton, Virginia 20188, at (540) 937-4197 or [email protected]. For and on behalf of, Nicholas L. Konchuba, Chief, Northern Virginia Regulatory Section; Sincerely, Anna R. Lawston Project Manager Northern Virginia Regulatory Section Enclosure

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND

REQUEST FOR APPEAL Applicant: Landservices, Inc

File Number: NAO-2006-01343

Date: March 9, 2011

Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C X APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E

SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at http://usace.army.mil/inet/functions/cw/cecwo/reg or Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.

• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final

authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.

• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that

the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.

B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final

authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.

• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you

may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice.

C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the

date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative

Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice.

http://usace.army.mil/inet/functions/cw/cecwo/reg�

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the appeal process you may contact: United States Army Corps of Engineers Norfolk District – Regulatory The Warrenton Field Office Anna Lawston PO Box 911 Warrenton, Virginia 20188

If you only have questions regarding the appeal process you may also contact: United States Army Corps of Engineers North Atlantic Division ATTN: Michael Vissichelli, Regulatory Appeals Review Officer Building 301, General Lee Avenue Fort Hamilton Military Community Brooklyn, NY 11252 (718) 765-7163

RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. _______________________________ Signature of appellant or agent.

Date: Telephone number:

APPENDIX II

THREATENED AND ENDANGERED SPECIES INFORMATION

APPENDIX III

AVOIDANCE & MINIMIZATION ANALYSIS

Avoidance and Minimization Analysis

The Applicant proposes to construct two warehouse-type buildings utilized by data center

facilities and their associated equipment in Prince William County, Virginia. The development

will include warehouse buildings, associated utilities and infrastructure including

access/driveways, and a stormwater management pond.

Pursuant to the Memorandum of Agreement between the Environmental Protection Agency and

Department of the Army Concerning the Determination of Mitigation under the Clean Water Act

Section 404(b)(1) Guidelines and the Virginia Water Protection Permit regulations (9 VAC 25-

210-90.C and 9 VAC 25-210-115), applicants for state permits to impact waters of the State must

demonstrate that impacts to these waters have been avoided and minimized to the maximum

extent practicable. Under the Section 404 (b)(1) Guidelines (40 CFR §§ 230.1-230.80) for non-

water dependent uses, the applicant must demonstrate that the proposed project is the Least

Environmentally Damaging Practicable Alternative (LEDPA) by demonstrating that all

“appropriate and practicable” steps to avoid and minimize impacts on the project site have been

taken.

The concept of practicability is an important component of the impact avoidance, minimization,

and mitigation requirements of the U.S. Environmental Protection Agency (EPA), U.S. Army

Corps of Engineers (COE), and Virginia Department of Environmental Quality (DEQ). The term

“practicable” appears numerous times in the Virginia Water Protection Permit regulations, EPA’s

Section 404(b)(1) Guidelines, an the Memorandum of Agreement between the Environmental

Protection Agency and Department of the Army Concerning the Determination of Mitigation

under the Clean Water Act Section 404 (b)(1) Guidelines. This term is defined identically in the

Virginia Water Protection Permit regulation (9 VAC 25-210-10) and EPA’s Section 404 (b)(1)

Guidelines (40 CFR §§ 230.1-230.80) as “available and capable of being done after taking into

consideration cost, existing technology, and logistics in light of overall project purposes.” The

COE’s wetlands regulations (33 CFR §§ 320-331) also recognized economic issues as one of the

criteria to be considered in determining whether the COE should issue a permit, and these

regulations state that the practicability of alternatives to accomplish the objective of the

proposed project must be considered in permit decisions (33 CFR § 320.4(a)(1)). Thus, economic

interests and the purpose of a proposed project may be taken into account when analyzing

project alternatives and determining the Least Environmentally Damaging Practicable

Alternative (LEDPA).

Analysis of Practicable Onsite Alternatives

In order for the project purpose to be practicably achieved, the wetlands and streams must be

impacted to allow for the construction of the buildings, driveways, utilities, and stormwater

management pond necessary to serve the proposed usage. Given the location of the project

site and because the amount of fill located in jurisdictional wetlands and Waters has been

limited to the minimum necessary to accomplish these requirements, there is no practicable

alternative that will allow for the construction of this development within the project boundary

with less adverse effects of streams, wetlands, and the aquatic community than the proposed

project. Adjacent parcels within the same area are either insufficient to accommodate project

needs or would result in a greater adverse effect on streams, wetlands, and the aquatic

communities. Additionally, rotation of the current proposed buildings’ position results in

additional impacts to wetlands and other Waters onsite. The Applicant has done considerable

re-designing and shifting to avoid impacts to the eastern wetland and stream systems. Further,

secondary impacts have been avoided by redesigning the stormwater pond’s outfall to provide

hydrology to the stream at Impact #1.

The buildings are user-specific buildings and the footprint of the buildings are minimized as

much as possible for the proposed equipment. Any decrease in the building footprint would

make the site infeasible for the Applicant. All three buildings have been minimized to the

smallest size possible for the user; please refer to the previous site plans enclosed in this

Appendix.

The building sizes and development plan have been significantly reduced (to the extent

practicable for allowing the project to meet its goals) since the previous application submission,

and the development now avoids impacts to the eastern wetland and stream system onsite,

preserving 11,823 square feet (0.27 acres) of palustrine forested wetlands and 551 linear feet of

stream channel.

The stormwater management pond cannot be moved or redesigned without impacting

additional wetlands along the eastern side of the property. The use of smaller, multiple ponds

would increase the limits of disturbance along with increasing the amount of wetland impacts.

The culvert along the eastern property line allows water to bypass the site that drains into the

existing wetland in that area. Therefore, there are no practicable onsite alternatives for the

proposed location of the project.

Based on the proposed development plan, 551 linear feet of intermittent stream are being

preserved onsite in addition to 11,823 square feet (0.27 acres) of forested wetlands. Previous

preliminary development plans called for additional wetland and stream impacts (please refer to

the enclosed Site Plans in this Appendix); however these plans were discarded based on their

encroachment into wetlands and waters of the U.S. For example, additional secondary impacts

would have resulted in an additional 700 linear feet of intermittent stream impact; however, the

proposed design has rerouted flow to the stream in order to mimic pre-construction flow and

conditions and maintain downstream hydrology. The proposed development has also been

reduced to avoid 6,154 square feet of palustrine forested wetland (0.14 acres) which were

formerly proposed; this avoidance was accomplished by minimizing the building to the minimal

footprint necessary for the user. The Applicant has also looked at rotating the buildings 90

degrees, which resulted in impacts to the eastern wetland/stream system that is now being

preserved by the proposed site plan.

The Applicant, land planners and engineers have worked to avoid and minimize impacts on the

site to the maximum extent practicable. The layout of the proposed development was placed in

the only location feasible to suit the proposed usage. Due to the size of the project area and

development constraints, no alternatives exist for the planned development.

Discussion of Proposed Wetland/Waters of the U.S. Impacts

The proposed impacts consist of general site grading for the construction of the proposed

roadway, utilities, and stormwater management facility outfall necessary to serve the proposed

usage. There are five (5) impact areas consisting of four (4) permanent and one (1) temporary

impact, as described below.

Impact #1, which is permanent, will result from filling 991 linear feet (6,674 square feet) of

intermittent stream (R4) associated with the construction of the buildings and associated

infrastructure. The permanent impacts proposed in this area due to the grading and placement

of fill material and the central location of the stream onsite. This impact is necessary in order to

accomplish project goals.

Impact #2, which is permanent, will result from filling 2,704 square feet (0.06 acre) of palustrine

forested wetland (PFO) associated with the construction of the buildings and associated




Impact #3, which is permanent, will result from filling 1,312 square feet (0.03 acre) of palustrine

forested wetland (PFO) associated with the construction of the buildings and associated




Impact #4, which is temporary, will result from the installation of a water main required to serve

the proposed development. This utility is being installed at the request of Prince William

County. This impact will result in the temporary disturbance to 14 linear feet (103 square feet)

of intermittent stream. This impact is necessary in order to accomplish project goals. These

areas will be excavated to the necessary depth for utility installation and then returned to pre-

construction contours.

Impacts #5, which is permanent, will result from filling 206 square feet (0.005 acre) of palustrine

forested wetland (PFO). The permanent impacts proposed in this area due to the grading and

placement of fill material. This impact is necessary in order to accomplish project goals.

Due to the location and extent of streams onsite, the permanent impacts to 991 linear feet

(6,674 square feet) of intermittent stream and 0.10-acres (4,222 square feet) of palustrine

forested wetland (PFO), and temporary impacts to 14 linear feet (103 square feet) of

intermittent stream proposed in this JPA are unavoidable.

JCL

CO

NSU

LTIN

G, L

LC

eduvall

Callout

This layout disturbs more stream and wetlands than previous plan.

eduvall

Polygonal Line

eduvall

Callout

Conservation area that can not be disturbed, per PWC

eduvall

Callout

Building does not fit between property line and conservation area - Need room to grade

eduvall

Line

eduvall

Callout

Building must be inside this lot line.

eduvall

Callout

Approved entrance per Rezoning - Can not be revised.

eduvall

Text Box

Building widths are minimum required to meet user specifications.

JCL

CO

NSU

LTIN

G, L

LC

APPENDIX IV

CONCEPTUAL MITIGATION PLAN

Conceptual Mitigation Plan

The Applicant proposes to make payment to a U.S. Army Corps of Engineers and Virginia

Department of Environmental Quality approved wetland mitigation bank to compensate for the

impacts to 0.10 acres of palustrine forested (PFO) wetland impacts as shown below:

Wetland Compensation Requirements

Cowardin

Classification Impact (Acres) Compensation Ratio

Compensation

Requirement (credits)

PFO 0.10 2:1 0.20

Total 0.10 0.20

In addition to wetland impacts, the proposed project will result in permanent impacts to 991 linear

feet of intermittent stream. An additional 14 linear feet of intermittent stream will be temporarily

impacted for the installation of an 8” watermain; due to the temporary nature of this impact,

mitigation is not warranted. Permanent impacts will be mitigated with the purchase of credits from

an approved stream bank as shown below:

Stream Compensation Requirements

Cowardin

Classification Impact (Linear feet)

Reach Condition

Index (from USM

Forms, attached)

Compensation

Requirement (credits)

R4 991 1.08 1,070

Total 991 1,070

The Applicant proposes to compensate for the permanent impacts though the purchase of 1,070

credits from a U.S. Army Corps of Engineers and Virginia Department of Environmental Quality

approved stream mitigation bank prior to the commencement of construction to offset the loss of

991 linear feet of intermittent stream.

It is the opinion of TNT that there will be no net loss of functions and values and the proposed

mitigation will fully compensate for the impacts to wetlands and waters of the U.S. proposed in this

JPA.

APPENDIX V

FEMA FLOOD INSURANCE MAP

APPENDIX VI

CROSS SECTIONAL DIAGRAMS

Midwood

Prince William County, Virginia

June 2016

13996 PARKEAST CIRCLE, SUITE 101

CHANTILLY, VA 20151

Appendix VI

Cross Section A –A’ – Impact #4

Wetland Impact Map

TNT Project NO.: 270-B

8” Watermain to be

installed; temporary

impact. Stream to be

restored to pre-

construction

Stream

Boundary

(OHW)

APPENDIX VII

8.5 X 11” DRAWINGS

IMPACT #1

991 LF (6,674 SF) INTERMITTENT STREAM

PERMANENT

IMPACT #2

2,704 SF (0.06 ACRE) PFO WETLANDPERMANENT

IMPACT #1


PERMANENT

IMPACT #2


MATCHLINE (SEE

IMPACT #3 PLAN VIEW)

PLAN VIEW

IMPACTS #1 AND #2

R4 AND PFO WETLANDS

TNT PROJECT NO: 270

JOINT PERMIT

APPLICATION

MIDWOOD


JUNE 2016


SUITE 101

CHANTILLY, VIRGINIA

20151

IMPACT #3


MATCHLINE (SEE

IMPACTS #1/2 PLAN VIEW)

PLAN VIEW

IMPACT #3

R4 AND PFO WETLANDS

TNT PROJECT NO: 270

JOINT PERMIT

APPLICATION

MIDWOOD


JUNE 2016


SUITE 101

CHANTILLY, VIRGINIA

20151

A

A'

IMPACT #4

14 LF (103 SF) INTERMITTENT STREAMTEMPORARY

PLAN VIEW

IMPACT #4

R4 (TEMPORARY)

TNT PROJECT NO: 270

JOINT PERMIT

APPLICATION

MIDWOOD


JUNE 2016


SUITE 101

CHANTILLY, VIRGINIA

20151

IMPACT #7

206 SF (0.005 ACRE) PFO WETLANDPERMANENT

PLAN VIEW

IMPACT #5

PFO WETLAND

TNT PROJECT NO: 270

JOINT PERMIT

APPLICATION

MIDWOOD


JUNE 2016


SUITE 101

CHANTILLY, VIRGINIA

20151

APPENDIX VIII

OVERALL SITE DEVELOPMENT PLAN AND WETLAND IMPACT MAP

A

A'

IMPACT #1


PERMANENT

IMPACT #2


IMPACT #3


IMPACT #5

206 SF (0.005 ACRE) PFO WETLANDPERMANENT

MATCHLINE (SEE SHEET 2)


IMPACT #4

14 LF (103 SF) INTERMITTENT STREAMTEMPORARY

ENVIRONMENTAL

Cha

ntill

y, V

A 2

0151

WW

W.T

NT

EN

VIR

ON

ME

NT

ALI

NC

.CO

M

1399

6 P

arke

ast C

ircle

, Sui

te 1

01

PH

: 703

-466

-512

3

LEGEND

LIMITS OF DISTURBANCE

SURVEYED INTERMITTENT STREAM CHANNEL (R4)


PERMANENT OR CONVERSION IMPACTS

TEMPORARY IMPACT

NOTES:

A WETLAND DELINEATION WAS CONDUCTED ONSITE AND A SUBSEQUENT USACE JURISDICTIONAL DETERMINATION FROM THE U.S. ARMY CORPS OF ENGINEERS WAS

ISSUED ON MARCH 9, 2011 (NAO-2006-01343-arl). THIS JD HAS SINCE EXPIRED. TNT

CONDUCTED A WETLAND DELINEATION ON THE SITE IN MARCH 2016; A CURRENT JURISDICTIONAL DETERMINATION WAS REQUESTED AND IS CURRENTLY PENDING.

JCL

CO

NSU

LT

ING

, L

LC

VC

S 8

3, N

OR

TH

ZO

NE


ENVIRONMENTAL

Cha

ntill

y, V

A 2

0151

WW

W.T

NT

EN

VIR

ON

ME

NT

ALI

NC

.CO

M

1399

6 P

arke

ast C

ircle

, Sui

te 1

01

PH

: 703

-466

-512

3

NOTES:

A WETLAND DELINEATION WAS CONDUCTED ONSITE AND A SUBSEQUENT USACE JURISDICTIONAL DETERMINATION FROM THE U.S. ARMY CORPS OF ENGINEERS WAS

ISSUED ON MARCH 9, 2011 (NAO-2006-01343-arl). THIS JD HAS SINCE EXPIRED. TNT

CONDUCTED A WETLAND DELINEATION ON THE SITE IN MARCH 2016; A CURRENT JURISDICTIONAL DETERMINATION WAS REQUESTED AND IS CURRENTLY PENDING.

LEGEND

LIMITS OF DISTURBANCE

SURVEYED INTERMITTENT STREAM CHANNEL (R4)


PERMANENT OR CONVERSION IMPACTS

TEMPORARY IMPACT

LF R4 SF R4 SF PFO Ac. LF R4 SF R4

1Buildings and

InfrastructureF, NT, PE, NV, R4 < 1.0 ~0.10 991 6,674 - - - -

2Buildings and


3Buildings and


4 8" Watermain Crossing S, NT, TE, R4, NV, CNV - ~0.10 - - - - 14 103

5 Grading F, NT, PE, V, PFO - ~0.10 - - 206 0.005 - -

991 6,674 4,222 0.10 14 103

SUMMARY OF WATERS OF THE U.S. AND WETLAND IMPACTS

Temporary Impacts

Impact # Impact Type Impact Description

Average

Stream

Flow (cfs)

Drainage

Area (Sq.

Mi.)

Total

Permanent Impacts

R4 - Intermittent Stream; F - Fill; S - Structure; EX - Excavation; NT - Nontidal; PE - Permanent; TE - Temporary; V - Vegetated; NV - Non-vegetated; PFO -

Palustrine Forested

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