1

TIER 1 PROJECT

”NO PLAN” SAAP (CONSTRUCTION & MAINTENANCE) PROJECTS COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

CONSTRUCTION: ___X___ MAINTENANCE: _____

DISTRICT: Salem CITY/COUNTY: Roanoke UPC NO.: 94794 FUNCTIONAL CLASS Urban Local FHWA 534 DATA 2J004 TYPE CODE I000 ROUTE: 1652 PROJ. 1652-080-771, N501 FEDERAL NO.: N/A FROM: 0.29 mi west of Route 1663 TO: 0.33 mi west of Route 1663 LENGTH (FEET): 200 MILES 0.04 TOPO: N/A DESIGN SPEED (MPH): 25 VPD (YEAR) 1000 (2012) PROJECT MGR: Douglas Burton R/W DONATION: N/A

Utilities Yes and/or Railroads No

are involved in the construction of this project.

This project is to be constructed in accordance with the Department's 2007 Road and Bridge Specifications, 2008 Road and Bridge Standards, 2009 MUTCD, 2011 Virginia Supplement To The MUTCD, 2011 Virginia Work Area Protection Manual and as amended by contract provisions and the complete plan assembly. Design features relating to construction or to regulation and control of traffic may be subject to change as deemed necessary by the department. Copyright 2014 Commonwealth of Virginia

RECOMMENDED FOR APPROVAL FOR CONSTRUCTION

Thomas W. Digiulian, PE, LS

DATE DISTRICT PLANNING AND INVESTMENT MANAGER

Thomas W. Digiulian, PE, LS

DATE DISTRICT PROJECT DEVELOPMENT ENGINEER

APPROVED FOR CONSTRUCTION

Robert H. Cary, PE, LS

DATE DISTRICT ADMINISTRATOR

“NO PLAN” SAAP (CONSTRUCTION & MAINTENANCE) PROJECTS COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

SEALING AND SIGNING SHEET 1 OF 2

\

Responsible for pavement design Responsible for transportation

management plan

VDOT Materials Salem, Virginia

PAVEMENT DESIGN AND GEOTECHNICAL ENGINEER

TRAVIS S. HIGGS, P.E.

VDOT Traffic Salem, Virginia

AREA TRAFFIC ENGINEER BRETT J. RANDOLPH, P.E.

“NO PLAN” SAAP (CONSTRUCTION & MAINTENANCE) PROJECTS COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

SEALING AND SIGNING SHEET 2 OF 2

\

Responsible for geometry and utilities Responsible for hydrology and

hydraulics

VDOT Land Use Salem, Virginia

AREA LAND USE ENGINEER DOUGLAS E. BURTON, P.E.

VDOT Location & Design Salem, Virginia

HYDRAULICS ENGINEER JAY CRUMPACKER, P.E.

1662

16631573

702

720

TO ROANOKE

TO ROANOKE

TO SALEM

Castle Rock Rd

Colonial Avenue

Old

Cave Sprin

g

Rd

McVitty R

oad

Farmington Dr

Brambleton Ave

1652

1534

1630

1543

1586

1676

1653

Cave Sprin

g Ln

SCALE IN MILES

0 0.5 1

VIRGINIA

SIC S

EMPER TYRA

NNIS

TO FLOYD

Electric Road

SITE

Mudlick Creek

LOCATION MAP

FARMINGTON DRIVE

UPC 94794

1652-080-771, N501

221

419

419

221

419

221

81

81

581

220

460

11

11

460

116

24

311

ROANOKE

COUNTY

CAVE SPRING

CAVE SPRING

Virginia Department of Transportation Horizontal Control

Virginia State Plane Coordinates - NAD 83 Metric Values

LD-200 (REV. 8/2000)

* *Sketch and Detailed Description Below

Coordinates

VDOT Project Coordinates to NAD 83 Metric Plane

Reverse This Procedure to Transform

Zone: South

values, use the following formula.

To convert state plane metric units to VDOT project

2. Multiply These Values by the U. S. Survey Foot (3.280833333)

Values By 1 and 2 Million Respectively.

Meters. The South and North Zone Northing Metric

1. Reduce the Easting Metric Values By 2.5 Million

DETAILED SKETCH

VDOT Project CoordinatesControl Station I. D. #1 Project 1652-080-771,N501

Route 1652 County of Roanoke Date 4-2-2013

Established By: C. L. Harrah

Vertical Datum Based On: NAVD ’88 Geoid: Unknown

Horizontal Datum Based On: NAD ’83 (’93)

Azimuth to Station #2: S 72° 00’ 15" W

established by Anderson & Associates.Project 1662-080-297, C-501, B-679Note: This control is based on control for

East (X) 3365392.7010 m

North (Y) 1100205.7785 m

East (X) 2839578.317 ft.

North (Y) 328801.197 ft.

Elevation 1106.768 ft.

Elevation Factor ( 1.00013 ) for the County.

3. Multiply These Values by Combined Scale and

Virginia Department of Transportation Horizontal Control

Gra

vel & Soil Ent.

In Pl. SMH S

APC #325-C1-25

Farmin

gton Drive

Rte. 165

2

11. 7’78. 6’

106. 0’

with tack set flush with the ground.of road. Point #1 is a plastic hub750’ to station on the Right sideEast along Rte. 1652 for approx.Rte. 1534 (Holland Drive), prcoceedRte. 1652 (Farmington Drive) andTo Reach: From the intersection of

Holland DriveTo: Rte. 1534

Virginia Department of Transportation Horizontal Control

Virginia State Plane Coordinates - NAD 83 Metric Values

LD-200 (REV. 8/2000)

* *Sketch and Detailed Description Below

Coordinates

VDOT Project Coordinates to NAD 83 Metric Plane

Reverse This Procedure to Transform

Zone: South

values, use the following formula.

To convert state plane metric units to VDOT project

2. Multiply These Values by the U. S. Survey Foot (3.280833333)

Values By 1 and 2 Million Respectively.

Meters. The South and North Zone Northing Metric

1. Reduce the Easting Metric Values By 2.5 Million

DETAILED SKETCH

VDOT Project CoordinatesControl Station I. D. #2 Project 1652-080-771,N501

Route 1652 County of Roanoke Date 4-2-2013

Established By: C. L. Harrah

Vertical Datum Based On: NAVD ’88 Geoid: Unknown

Horizontal Datum Based On: NAD ’83 (’93)

Azimuth to Station #1: N 72° 00’ 15" E

established by Anderson & Associates.Project 1662-080-297, C-501, B-679Note: This control is based on control for

East (X) 3365215.5190 m

North (Y) 1100148.2229 m

East (X) 2838996.937 ft.

North (Y) 328612.342 ft.

Elevation 1096.377 ft.

Elevation Factor ( 1.00013 ) for the County.

3. Multiply These Values by Combined Scale and

8" Cherry

Farmington Drive Rte. 1652

5. 0’

16. 5’25. 2’

with tack set flush with the ground.of road. Point #1 is a plastic hub750’ to station on the Right sideEast along Rte. 1652 for approx.Rte. 1534 (Holland Drive), prcoceedRte. 1652 (Farmington Drive) andTo Reach: From the intersection of

a plastic hub with tack set flush with the ground.to station on the Right side of road. Point #2 isprcoceed East along Rte. 1652 for approx. 200’(Farmington Drive) and Rte. 1534 (Holland Drive),To Reach: From the intersection of Rte. 1652

Iron Pin

Holland Drive

To: Rte. 1534

TRANSPORTATION MANAGEMENT PLAN Project: 1652-080-771, N501

UPC 94794 3/18/2014

INTRODUCTION

Improvements will be performed in Roanoke County. The purpose of this project is to replace the existing culvert on Rte 1652 with a new box culvert.

TEMPORARY TRAFFIC CONTROL PLAN General Notes TMP Type: Type A Category 1 Project Work Zone Location: See Project Location Map Length of Work Zone: 140 feet Width of Work Zone: 50 feet. Lanes Affected: Travel lanes and shoulders will be affected during lane

closure. A detour will be utilized to control traffic. Material & Equipment Storage: Will be determined on site. Temporary Traffic Control Reference: The work zone shall be maintained according to the

“2011 Virginia Work Area Protection Manual” and supplemental detour sign layout.

Figure TTC-48.0 Pages 6H-102, 6H-103

Figure TTC-53.0 Pages 6H-112, 6H-113 Allowable Work Hours: Daytime Work Hours

Flagging hours allowed between 9:00 am-3:00 pm only. Entrances and Intersections Affected: Access shall be maintained throughout project. Typical Sections: As indicated. Special Details: The road will be closed at the project limits with a detour in place.

Refer to GENERAL NOTES No.25 for additional restrictions.

PUBLIC COMMUNICATIONS PLAN A public communications plan is not applicable to this project. The volume of traffic does not exceed the minimum number of vehicles/hour/lane or delay times established by the Regional Traffic Engineer for lane closure periods.

TRANSPORTATION OPERATIONS PLAN This plan is not required on this project. However, a contact list of local emergency response agencies must be kept and maintained throughout the project life cycle. Traffic Backup Notification Emergency contact for this project shall be 911. The Traffic Operations Center (540-375-0170) shall be notified of traffic backups related to the work by the project staff. The TOC will utilize available systems (cameras, sensors, etc.) to monitor the work area and all adjacent areas. The TOC will make entries into systems that feed this information into 511. The TOC will also make notifications to department staff. The staff notifications shall include but not be limited to the Duty Officer, Area Construction Engineer, Project Maintenance of Traffic Coordinator, Project Manager, Resident Administrator, District Work Zone Safety Coordinator, Regional Traffic Engineer, Regional Traffic Operations manager, Regional Incident Management Coordinator, and Public Affairs Manager of any incidents and expected traffic delays. The TOC shall be responsible for intra-agency notifications to entities such as but not limited to Virginia State Police, Local 911, and other affected agencies. A review of all major incidents, as determined by the Regional Incident Management Coordinator, shall be accomplished within 48 hours of clearance of the incident. VDOT Project Staff, Regional Operations Staff, Contractor Staff, and emergency responders shall be represented at these meetings. The following is a list of Local Emergency contact agencies. Roanoke County Police 540-562-3265

Virginia State Police (Roanoke) Bus: 540-375-9518 (Area 40)

Cave Spring Rescue Squad 540-772-2943

Cave Spring Fire Department 540-772-2043 911 Center 911 Haz-Mat Center (if spill involved) 911

GENERAL NOTES FOR SEQUENCE OF CONSTRUCTION Unless otherwise approved or directed by the Engineer, the Contractor shall plan and prosecute the work in accordance with the following: All traffic control devices and signs necessary for maintenance of traffic are to be provided, installed, maintained, and removed by the Contractor.

All post mounted signs shall be installed in accordance with the 2011 Virginia Work Area Protection Manual, STP-1 and WSP-1 of the Road and Bridge Standards.

Construction and permanent pavement markings shall be installed in accordance with manufacturer’s practices and current VDOT Road and Bridge Specifications. All traffic control device locations shall be marked by the Contractor and reviewed by the Engineer prior to installation. For protection of vehicular and pedestrian traffic due to drop off’s see page A-4 Appendix A of the 2011 Work Area Protection Manual. All costs for placing, maintaining, and removing the protection shall be included in the cost of other items and no additional compensation will be allowed. Flagging operations shall be in accordance with the 2011 WORK AREA PROTECTION MANUAL.

ROUTE

FHWA

REGION

VA.

STATEROUTE

FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.

419

221

221

419

1662

1663

1573

702

720

TO

RO

AN

OK

E

TO

RO

AN

OK

E

TO S

ALE

M

TO P

OA

GE

S

MIL

L

de

vic

e inf

or

matio

n.

of sig

ns,

sig

n la

yo

uts,

and other traffic co

ntrol

Refer to the 2011

WA

PM f

or correct spacin

g

D

D

F

PC

MS

PC

MS

PC

MS

E

Castle Rock Rd

Colo

nial

Avenue

Old Cave Spring Rd

McVitty Roa

d

BFarmin

gto

n

Dr

Bramble

ton Ave

C

F

G

H

1652

1534

1630

1543

1586

1676

1653

G

H

Cave Spring Ln

C

B

B

IA

A

PC

MS

E

Detail A

Detail

A

o

bserve

d

wit

h the use of

MB-11

A.

Note:

TT

C-48.0 paragraphs 11

& 12 shall be

device information.

of signs, sign layouts

, and other traffic c

ontrol

Refer to the 2011 WA

PM for correct spacin

g

PCMS shall be installed

two weeks prior to

construction.

observed with t

he use of MB-11A.

Note: TTC-48.0 paragr

aphs 11 & 12 shall be

1652-080-771, N5011652

to be utiliz

ed t

wo

wee

ks after co

nstructio

n be

gin

s.

PC

MS shall be utiliz

ed f

our

wee

ks prior to co

nstructio

n and co

ntin

ue

J

J

ROUTE

FHWA

REGION

VA.

STATEROUTE

FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.

REMARKSDIMENSIONMUTCD #SIGN

A

B

M4-9R(V)

M4-VP1a

DR11-2CLOSED

ROAD(48"x30")

TYPE 3 Bar.

M4-8a (24"x18")DETOUR

END

C

E

F

G

H

M4-VP1a

M4-9L(V)

I

R11-3a

W16-5pl

(60"x30")

(24"x18")

LOCAL TRAFFIC ONLY

M4-VP1a

XX FEET AHEAD

ROAD CLOSED

R11-3a (60"x30")

(24"x18")

LOCAL TRAFFIC ONLY

M4-VP1a

XX FEET AHEAD

ROAD CLOSED

W16-5pR

1000 FT

CLOSED

ROAD

W20-3

W20-3

(48"x48")

(48"x48")

500 FT

CLOSED

ROAD

Farmington Dr

Farmington Dr

(36"x12")

(36"x30")

(36"x12")

(36"x30")

(36"x12")

(36"x12")

Farmington Dr

Farmington Dr

M4-VP1a (36"x12")

(36"x30")

Farmington Dr

M4-9(V)

REMARKS

DIMENSION

MUTCD #

SIGN

CLOSEDROAD

DETOUREND

E

G

I

R11-3a (60"x30")

LOCAL TRAFFIC ONLY

XX FEET AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

XX FEET AHEAD

ROAD CLOSED

500 FTCLOSEDROAD

Farmington Dr

Farmington Dr

Farmington Dr

Farmington Dr

M4-VP1a

(36"x12")

Farmington Dr

1652-080-771, N5011652

IJ AHEAD

DETOUR W20-2 (48"x48")

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 8/8/13

Page 1 of 9

GENERAL INFORMATION SHEET

The information contained in the SWPPP General Information sheets is intended to comply with the requirements of the VSMP General Permit For Discharges Of Stormwater From Construction Activities (the VSMP Construction Permit) issued July 1, 2009 and VDOT’s approved Annual ESC and SWM Standards and Specifications. The SWPPP General Information sheets are to be completed and included in the construction plan set (or other such documents) for land disturbance activities that disturb an area equal to or greater than 10,000 square feet, or equal to or greater than 2,500 square feet in the area defined as Tidewater, Virginia in the Virginia Chesapeake Bay Preservation Act. Information shown on the SWPPP General Information sheets is to be updated/revised by the VDOT RLD as necessary in order to reflect changes that may occur during the construction phase of the land disturbing activity. The updated/revised sheets shall be maintained with the designated record set of plans for the land disturbance activity. * Denotes information that is to be provided/completed by the VDOT RLD. ** Denotes information that is to be provided/completed by the contractor. Note: Effective July 1, 2013, responsibility for the VSMP General Permit For Discharges Of Stormwater From Construction Activities (the VSMP Construction Permit) was transferred from the DCR to the DEQ. ACRONYMS

DCR – Department of Conservation and Recreation DEQ – Department of Environmental Quality EPA – U.S. Environmental Protection Agency ESC – Erosion and Sediment Control R&B – Road and Bridge RLD – Responsible Land Disturber SWM – Stormwater Management SWPPP – Stormwater Pollution Prevention Plan VDOT – Virginia Department of Transportation VSMP – Virginia Stormwater Management Program

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 8/8/13

Page 2 of 9

SECTION I GENERAL INFORMATION 1. Activity Description – This project includes the replacement of two existing CM

9’x 6’ arch pipes with two concrete 8’x 6’ box culverts with wingwalls.

2. This land disturbance activity site is located in Roanoke County and approximately 0.8 acres will be disturbed by excavation, grading or other construction activities.

3. This proposed activity disturbs less than one acre (less than 2,500 square feet in a designated Chesapeake Bay Preservation Area) and is exempt from the VSMP Regulations and coverage under the VSMP General Permit For Discharges Of Stormwater From Construction Activities (the VSMP Construction Permit) as issued by the DEQ.

4. The ESC and SWM plans (where applicable) for this land disturbance activity have been developed in accordance with VDOT's Annual Erosion and Sediment Control and Stormwater Management Standards and Specifications as approved by the DEQ.

5. Jeff Echols, P.E., Northern Area Construction Engineer is designated as the RLD for this land disturbance activity.

6. Critical areas (e.g., wetlands, surface water bodies, etc) adjacent to this land disturbance activity site and not otherwise identified in the construction plan set (or other such documents) are as follows: Not Applicable

7. Stormwater run-off from the disturbed areas of this land disturbance activity will flow into the following streams: Mudlick Creek

8. Locations where stormwater discharges from this land disturbance activity site to a surface water (as defined in section 4VAC50-60-10 of the VSMP Regulations) are identified in the construction plan set (or other such documents).

SECTION II EROSION AND SEDIMENT CONTROL

1. The following variances to the Virginia ESC Regulations have been approved by the DEQ for this land disturbance activity: None.

**2. The intended sequence and timing of activities that disturb soils at the site (e.g., grubbing, excavation, grading, utilities and infrastructure installation, etc.) shall be provided by the contractor in accordance with Section 108.03 of the VDOT R&B Specifications and will be included with the other SWPPP documents for this land disturbance activity.

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 8/8/13

Page 3 of 9

3. Directions of stormwater flow and approximate slopes anticipated after major grading activities are identified in the construction plan set (or other such documents) for this land disturbance activity.

4. Areas of soil disturbance and areas of the site which will not be disturbed are identified in the construction plan set (or other such documents) for this land disturbance activity.

5. Locations of major structural and nonstructural ESC measures identified in the SWPPP, including those that will be permanent controls that will remain after construction activities have been completed, are identified in the construction plan set (or other such documents) for this land disturbance activity.

6. Locations where stabilization practices are expected to occur are identified in the construction plan set (or other such documents) for this land disturbance activity.

7. A description of interim and permanent stabilization practices for the site are identified in the applicable sections of the documents identified in the Note 1 of Section III.

**8. A record of the dates when major grading activities occur, when construction activities temporarily or permanently cease on a portion of the site, and when stabilization measures are initiated will be provided by the contractor and maintained with the SWPPP documents for this land disturbance activity.

9. A description of structural practices to divert flows from exposed soils, retain/detain flows or otherwise limit runoff and the discharge of pollutants from exposed areas of the construction site are identified in the applicable sections of the documents identified in Note 1 of Section III.

10. A description and schedule of procedures to maintain vegetation, erosion and sediment control measures and other protective measures in good and effective operating conditions during construction are identified in Sections 107.16 and 303.03 of the VDOT R&B Specifications.

11. All engineering calculations supporting the design of erosion and sediment control measures are contained in the project drainage file located in the VDOT Salem District Hydraulics Section and will be made available for review upon request during normal working business hours.

12. The temporary erosion and siltation control items shown on the ESC Plan for this land disturbing activity are intended to provide a general plan for controlling erosion and sediment within the project limits. The ESC Plan is based on field conditions at the time of plan development and an assumed sequence of construction for the project. The contractor, in conjunction with the VDOT Project Engineer and/or ESC Inspector, shall adjust the location, quantity and type

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 8/8/13

Page 4 of 9

of erosion and sediment control items required based on the actual field conditions encountered at the time of construction and the actual scheduling and sequencing of the construction activities. Significant changes to the proposed ESC Plan (e.g., those that require an engineering analysis) shall be submitted to the applicable District Hydraulics Engineer for review and approval. Any changes to the proposed ESC Plan must be noted on the designated record set of plans which shall be retained on the project site and made available upon request during normal working business hours.

13. The areas beyond the project's construction area are to be protected from siltation. Perimeter controls such as filter barrier, silt fence, diversion dikes, turbidity curtains, etc. shall be installed prior to any grubbing operations or other earth moving activities.

14. Temporary earthen structures such as dikes and berms are to be stabilized immediately upon installation. Stabilization may include temporary or permanent seeding, riprap, aggregate, sod, mulching, and/or soil stabilization blankets and matting in conjunction with seeding.

15. All channel relocations are to be constructed during the earliest stage of construction and shall be constructed in accordance with all applicable permit requirements and shall be constructed in the dry wherever possible. Stabilization or vegetation shall be established before flow is redirected through the constructed area as directed by the Engineer.

SECTION III SWPPP

1. All documents related to the SWPPP for this land disturbance activity shall be maintained at the activity site and shall be readily available for review upon request during normal working business hours. Such documents include, but are not limited to, the construction plans (or other such documents), the ESC Plan, the post construction SWM Plan (if applicable), the VDOT R&B Standards and Specifications, Supplemental Specifications, Special Provisions and Special Provision Copied Notes. Documents related to stormwater pollution prevention which are not a part of those documents referenced above, such as a copies of the VSMP Construction Permit coverage letter (when applicable) and the DCR General Permit For Discharges Of Stormwater From Construction Activities (when applicable) and those required to be developed by the contractor for stormwater pollution prevention associated with any support facilities being included in the VSMP Construction Permit coverage for this land disturbance activity are to be maintained at the activity site with the other SWPPP documents. Where no facilities are available at the activity site to maintain the SWPPP documents, they are to be kept by or with the designated RLD at a location convenient to the activity site where they would be made available for review upon request during normal business working hours.

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 8/8/13

Page 5 of 9

2. Other than construction at the activity site, there are no discharges associated with industrial activity (e.g., from dedicated asphalt plants or dedicated concrete plants) produced by this land disturbance activity or (where applicable) included in the VSMP Construction Permit coverage for this land disturbance activity.

**3. Documents identifying the locations of support facilities (e.g., waste or borrow areas, material or equipment storage areas etc.) associated with or (where applicable) included in the VSMP Construction Permit coverage for this land disturbance activity shall be provided by the contractor in accordance with Section 107.16 of the VDOT R&B Specifications and will be maintained with the other SWPPP documents for this land disturbance activity.

**4. A description of all pollution control measures that will be implemented as a part of this construction activity to control pollutants in stormwater discharges are identified and described in the contractor supplied documents, the construction plan set (or other such documents) and applicable sections of the VDOT R&B Specifications and Standards, including but not limited to, Specifications 107.16, 303.03, 603, 604 and 606 and Standards 113.01 through 114.08.

**5. The name of the individual(s) or contractor(s) responsible for the installation and maintenance of the pollution control measures shall be supplied by the contractor and maintained with the other SWPPP documents for this land disturbance activity.

6. Requirements for the prevention of the discharge of solid materials, including building materials, garbage, and debris, to surface waters of the state, except as authorized by a Clean Water Act 404 permit, are contained in Sections 106.04, 107.02 and 107.16 of the VDOT R&B Specifications.

7. Requirements for compliance with applicable state or local waste disposal, sanitary sewer or septic system regulations are contained in Sections 106.04 and 107.18 of the VDOT R&B Specifications.

**8. A description of construction and waste materials expected to be stored on-site, or at off-site support facilities included in the VSMP Construction Permit coverage for this land disturbance activity, and a description of controls to reduce pollutants from these materials, including storage practices to minimize exposure of the materials to stormwater and practices for spill prevention and response, shall be supplied by the contractor and maintained with the other SWPPP documents for this land disturbance activity.

**9. For any support areas that will be included in the VSMP Construction Permit coverage for this land disturbance activity, a description of potential pollutant sources from such areas and a description of controls and measures that will be implemented at those sites to minimize pollutant discharges shall be supplied by

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 8/8/13

Page 6 of 9

the contractor and maintained with the other SWPPP documents for this land disturbance activity.

*10. By completing and submitting the SWPPP Certification form LD-445E, the RLD, or his authorized representative, certifies that all documents identified herein to be supplied by the contractor will be reviewed, approved and included with the other SWPPP documents for this land disturbance activity prior to start of work in those areas identified by such information.

*11. The name of the VDOT individual(s) responsible for the inspection of the erosion and sediment control measures on the land disturbance activity is identified on the LD-445E form which will be maintained with the other SWPPP documents for this land disturbance activity (Note: Individual(s) shall be certified through the DCR ESC Inspector Certification Program).

12. For those land disturbing activities requiring coverage under the VSMP General Permit For The Discharge Of Stormwater From Construction Activities, the SWPPP shall be made available for review upon the request of the DCR, the EPA, local government officials or the operator of a municipal separate storm sewer system (MS4) receiving discharge from the construction site.

*13. For those land disturbing activities requiring coverage under the VSMP General Permit For The Discharge Of Stormwater From Construction Activities, the VDOT RLD shall post, or have posted, a copy of the General Permit coverage letter and a copy of a completed LD-445A form, noting the name and contact information for the VDOT person responsible for the land disturbing activity and its SWPPP, outside the project’s construction office along with other Federal and State mandated information. Where there is no construction office (e.g., a maintenance activity), the permit coverage letter and the LD-445A form are to be maintained with the other SWPPP documents for the land disturbing activity.

14. For those land disturbing activities requiring coverage under the VSMP General Permit For The Discharge Of Stormwater From Construction Activities on or after July 1, 2009 that have not been previously covered by a VSMP permit, the SWPPP shall be made available for review by the public upon request. Such reviews shall be at a time and publicly accessible location convenient to the VDOT and shall be scheduled during normal business hours and no less than once a month.

SECTION IV POST CONSTRUCTION STORMWATER MANAGEMENT

Section IV is not applicable. See Note 3 in Section I.

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 8/8/13

Page 7 of 9

SECTION V – LOCATION MAP STORM WATER POLLUTION PREVENTION PLAN ( SWPPP)

Location Map

Route 1652 Farmington Drive over Mudlick Creek

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 8/8/13

Page 8 of 9

SECTION VI – PERMANENT BMP INFORMATION ∆ * Denotes information that is to be completed by the VDOT RLD.

INSTALLED BMP INFORMATION

Table A (VDOT Owned/Operated)

BMP Type (See Table 1)

County or City

Latitude/Longitude (1)

State Hydrologic Unit Code

(7)

Receiving Stream Name (2)

Acres Treated Per BMP (3)

LAT LONG Impervious Pervious

ALTERNATIVE BMP INFORMATION

Table B

BMP Type (See Table 2)

Name of Nutrient Bank or Broker (6)

County or City (5)

Latitude/Longitude (1)(5)

State Hydrologic Unit Code

(5) (7)

Project Acres Treated Per BMP (3)

Nutrient Credits (lbs./acre/year)

Acquired (3) (6)

LAT LONG Impervious Pervious

Table 1: Permanent BMP Types Bio-Retention Basin

Table 2: Alternative BMP Types

Bio-Retention Filter Constructed Stormwater Wetlands Extended Detention Basin

Sand Filter Vegetated Filter Strip Other Approved Types (List Type)

Comprehensive SWM Plan (Regional) Facility Pollutant Loading Pro Rata Share Program Purchase of Nutrients Credits Other Approved Options (List Type) (4)

Extended Detention Basin Enhanced Grassed Swale Infiltration Basin Infiltration Trench Manufactured Treatment Device Retention Basin I Retention Basin II Retention Basin III

See Note 3, Section I

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 8/8/13

Page 9 of 9

SECTION VI – PERMANENT BMP INFORMATION

NOTES: (1) In degrees, minutes and seconds to the nearest 15 seconds. (2) For streams with no names, list “Unnamed Tributary to (closest stream name

)”.

(3) Show acres treated or pounds purchased to the nearest one tenth. (4) Include agreements with off-site BMP owners. (5) Information pertains to the alternative BMP option location, where applicable. (6) Applies to the purchase on nutrient credits only. (7) 4th Order for Nutrient Credit Banks and 6th order for all other BMP types. ∆ The information shown in the BMP tables is based on the proposed pre-construction SWM Plan. Any changes to the proposed SWM Plan or BMPs necessitated during the construction phase of the project shall be coordinated by the VDOT RLD with the appropriate VDOT District Hydraulics Engineer. The RLD is to have the information in the BMP tables and plans formally revised to reflect any authorized/approved changes to the proposed SWM Plan and BMPs. Prior to submitting for termination of coverage under the VSMP General Permit For The Discharge Of Stormwater From Construction Activities, the RLD shall have the District Maintenance Infrastructure Manager review the BMPs installed with the project (Table A) for acceptance of maintenance responsibility and obtain a Maintenance ID number for each BMP listed in Table A. The RLD shall use the information in Tables A and B along with the assigned Maintenance ID number and the date that the BMP became functional as a permanent control measure (for BMPs in Table A only) to complete the LD-445D form when submitting for termination of coverage under the VSMP General Permit For The Discharge Of Stormwater From Construction Activities.

VWP General Permit No. WP3 VWP General Permit Authorization No. WP3-13-4150

Authorization Effective Date:09/13/2013 Authorization Expiration Date:09/13/2020

VWP GENERAL PERMIT FOR LINEAR TRANSPORTATION PROJECTS UNDER THE VIRGINIA WATER PROTECTION PERMIT AND THE VIRGINIA STATE WATER

CONTROL LAW

Based upon an examination of the information submitted by the applicant and in compliance with § 401 of the Clean Water Act as amended (33 USC § 1341) and the State Water Control Law and regulations adopted pursuant thereto, the board has determined that there is a reasonable assurance that the activity authorized by this VWP general permit, if conducted in accordance with the conditions set forth herein, will protect instream beneficial uses and will not violate applicable water quality standards. The board finds that the effect of the impact, together with other existing or proposed impacts to wetlands, will not cause or contribute to a significant impairment of state waters or fish and wildlife resources.

Subject to the provisions of the Clean Water Act, as amended, and pursuant to the State Water Control Law and regulations adopted pursuant to it, the permittee is authorized to permanently or temporarily impact up to two acres of nontidal wetlands or open water and up to 1,500 linear feet of nontidal stream bed. While this GP authorized impacts up to two acres non tidal wetlands or open water and up to 1500 linear feet of nontidal streambed, this coverage only authorizes impacts as presented in the Activity Description below.

Project Name: 1652-080-771, D699, N501, P101

Permittee: Jeffrey A Echols

Address: 731 Harrison Ave

Salem, VA 24153

Activity Location: Route 1652 Farmington Road over Mudlick Creek in Roanoke County, VA

Activity Description: Replace existing double line of 9' X 6' X 34.9' & 34.6' corrugated arch culverts carrying Mudlick Creek under Route 1652 in Roanoke County with a double 8' X 6' X 50' concrete box culvert with wings and a low-flow diversion, perform 70' of channel tie-in work on the inlet and 40' of channel tie-in on the outlet of the new box, and place 40' of Class I riprap outlet protection. Also relocate a 6" water line beneath Mudlick Creek approximately 25' upstream. All work will be done within cofferdams. This will require 2,395.0 SF (243.0 CY) of excavation, 2,678.0 SF (238.0 CY) of permanent fill and 988.0 SF (58.0 CY) of temporary fill below OHW.

Authorization Note(s):

1. In order to ensure that aquatic life passage is maintained during low flow periods, a low-flow

channel (similar in width to the existing, natural channel) should be constructed through any areas of inlet and outlet protection. (Crossing Name: Replace Dbl Arch Pipe)

2. Please notify the Environmental Division two weeks prior to commencement of any in-stream activities. (There is jurisdictional area flagging that needs to be done prior to the commencement of any in-stream activities.) (Crossing Name: Replace Dbl Arch Pipe, 6# Water Line)

The authorized activity shall be in accordance with this cover page, Part I--Special Conditions, Part II--Compensation, Monitoring, and Reporting (not applicable for impacts up to 0.10 acre or up to 300 lf per 9VAC25-690-50.A.2.a.), and Part III--Conditions Applicable to All VWP Permits, as set forth herein.

VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR

VWP GENERAL PERMIT NO. WP3 FOR LINEAR TRANSPORTATION PROJECTS UNDER THE VIRGINIA WATER PROTECTION PERMIT AND THE VIRGINIA STATE WATER CONTROL LAW

CONDITIONS AND LIMITATIONS

ISSUED TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION

Project: 1652-080-771, D699, N501, P101 Authorization #: WP3-13-4150 Effective Date: 09/13/2013 Expiration Date: 09/13/2020

Applicable Crossing(s): 6" Water Line, Replace Dbl Arch Pipe The following conditions apply to this project only: 1. In order to ensure that aquatic life passage is maintained during low flow periods, a low-flow channel

(similar in width to the existing, natural channel) should be constructed through any areas of inlet and outlet protection. (Crossing Name: Replace Dbl Arch Pipe)

2. Please notify the Environmental Division two weeks prior to commencement of any in-stream

activities. (There is jurisdictional area flagging that needs to be done prior to the commencement of any in-stream activities.) (Crossing Name: Replace Dbl Arch Pipe, 6” Water Line)

PART I - SPECIAL CONDITIONS

A. Authorized Activities 1. This permit authorizes replace existing double line of 9' X 6' X 34.9' & 34.6' corrugated arch

culverts carrying Mudlick Creek under Route 1652 in Roanoke County with a double 8' X 6' X 50' concrete box culvert with wings and a low-flow diversion, perform 70' of channel tie-in work on the inlet and 40' of channel tie-in on the outlet of the new box, and place 40' of Class I riprap outlet protection. Also relocate a 6" water line beneath Mudlick Creek approximately 25' upstream. All work will be done within cofferdams. This will require 2,395.0 SF (243.0 CY) of excavation, 2,678.0 SF (238.0 CY) of permanent fill and 988.0 SF (58.0 CY) of temporary fill below OHW.

2. Any changes to the authorized permanent impacts to surface waters associated with this project

shall require either a notice of planned change in accordance with 9 VAC 25-680-80 or another VWP permit application.

3. Any changes to the authorized temporary impacts to surface waters associated with this project

shall require written notification to DEQ and restoration to preexisting conditions in accordance with the conditions of this permit authorization.

4. Modification to compensation requirements may be approved at the request of the permittee

when a decrease in the amount of authorized surface waters impacts occurs, provided that the adjusted compensation meets the initial authorization compensation goals.

5. The activities authorized for coverage under this VWP general permit must commence and be

completed within seven years of the date of this authorization.

B. Continuation of Coverage Reapplication for continuation of coverage under this VWP general permit or a new VWP permit

may be necessary if any portion of the authorized activities or any VWP permit requirement (including compensation) has not been completed within seven years of the date of authorization. Notwithstanding any other provision, a request for a continuation of coverage under a VWP general permit in order to complete monitoring requirements shall not be considered a new application and no application fee will be charged. The request for continuation of coverage must be made no less than 60 days prior to the expiration date of this VWP general permit authorization, at which time the board will determine if continuation of the VWP general permit authorization is necessary.

C. Overall Project Conditions 1. The activities authorized by this VWP general permit shall be executed in a manner so as to

minimize any adverse impacts on instream beneficial uses as defined in §62.1-10 (b) of the Code of Virginia.

2. No activity may substantially disrupt the movement of aquatic life indigenous to the water body,

including those species normally migrate through the area, unless the primary purpose of the activity is to impound water. Culverts placed in streams must be installed to maintain low flow conditions. The requirement to countersink does not apply to extensions or maintenance of existing culverts that are not countersunk, floodplain culverts being placed above ordinary high water, culverts being placed on bedrock, or culverts required to be placed on slopes 5.0 % or greater. No activity may cause more than minimal adverse effect on navigation. Furthermore the activity must not impede the passage of normal or expected high flows and the structure or discharge must withstand expected high flows.

3. Wet or uncured concrete shall be prohibited from entry into flowing surface waters, unless

otherwise approved by DEQ. Excess or waste concrete shall not be disposed of in (flowing) surface waters or washed into (flowing) surface waters.

4. All fill material shall be clean and free of contaminants in toxic concentrations or amounts in

accordance with all applicable laws and regulations. 5. Erosion and sedimentation controls shall be designed in accordance with the Virginia Erosion and

Sediment Control Handbook, Third Edition, 1992. These controls shall be placed prior to clearing and grading and maintained in good working order to minimize impacts to state waters. These controls shall remain in place until the area is stabilized and shall then be removed.

6. Exposed slopes and streambanks shall be stabilized immediately upon completion of work in

each permitted impact area. All denuded areas shall be properly stabilized in accordance with the Virginia Erosion and Sediment Control Handbook, Third Edition, 1992.

7. All construction, construction access (e.g., cofferdams, sheetpiling, and causeways) and

demolition activities associated with this project shall be accomplished in a manner that minimizes construction or waste materials from entering surface waters to the maximum extent practicable, unless authorized by this VWP general permit.

8. No machinery may enter flowing waters, unless authorized by this VWP general permit. 9. Heavy equipment in temporarily-impacted wetland areas shall be placed on mats, geotextile

fabric, or other suitable material, to minimize soil disturbance to the maximum extent practicable. Equipment and materials shall be removed immediately upon completion of work.

10. All nonimpacted surface waters and compensatory mitigation areas within 50 feet of any

permitted activities and within the project or right-of-way limits shall be clearly flagged or marked for the life of the construction activity at that location to preclude unauthorized disturbances to these surface waters and compensatory mitigation areas during construction. The permittee shall notify contractors that no activities are to occur in these marked surface waters.

11. Temporary disturbances to surface waters during construction shall be avoided and minimized to

the maximum extent practicable. All temporarily disturbed wetland areas shall be restored to pre-construction conditions within 30 days of completing work at each respective temporary impact area, which shall include reestablishing preconstruction contours, and planting or seeding with appropriate wetland vegetation according to cover type (emergent, scrub/shrub, or forested). The permittee shall take all appropriate measures to promote and maintain revegetation of temporarily disturbed wetland areas with wetland vegetation through the second year post-disturbance. All temporarily impacted streams and streambanks shall be restored to their original contours within 30 days following the construction at the stream segment, and the banks seeded or planted with the same vegetation cover type originally present along the streambanks, including supplemental erosion control grasses if necessary, except for invasive species identified on DCR's Invasive Alien Plant Species of Virginia list.

12. Materials (including fill, construction debris, and excavated and woody materials) temporarily

stockpiled in wetlands shall be placed on mats or geotextile fabric, immediately stabilized to prevent entry into state waters, managed such that leachate does not enter state waters, and completely removed within 30 days following completion of that construction activity. Disturbed areas shall be returned to original contours, restored within 30 days following removal of the stockpile, and restored with the same vegetation cover type originally present, including supplemental erosion control grasses if necessary, except for invasive species identified on DCR's Invasive Alien Plant Species of Virginia list.

13. Continuous flow of perennial springs shall be maintained by the installation of spring boxes,

french drains, or other similar structures. 14. The permittee shall employ measures to prevent spills of fuels or lubricants into state waters. 15. The permittee shall conduct his activities in accordance with any time-of-year restrictions

recommended by the Department of Game and Inland Fisheries or the Virginia Marine Resources Commission or other affected agencies, and shall ensure that all contractors are aware of any time-of-year restrictions imposed.

16. Water quality standards shall not be violated as a result of the construction activities, unless

allowed by this permit authorization. 17. If stream channelization or relocation is required, all work in surface waters shall be done in the

dry, unless authorized by this VWP general permit, and all flows shall be diverted around the channelization or relocation area until the new channel is stabilized. This work shall be accomplished by leaving a plug at the inlet and outlet ends of the new channel during excavation. Once the new channel has been stabilized, flow shall be routed into the new channel by first removing the downstream plug and then the upstream plug. The rerouted stream flow must be fully established before construction activities in the old stream channel can begin.

D. Road Crossings 1. Access roads and associated bridges or culverts shall be constructed to minimize the adverse

effects on surface waters to the maximum extent practicable. Access roads constructed above preconstruction contours and elevations in surface waters must be bridged or culverted to maintain surface flows.

2. Installation of road crossings shall occur in the dry via the implementation of cofferdams,

sheetpiling, stream diversions or similar structures. E. Utility Lines 1. All utility line work in surface waters shall be performed in such a manner that minimizes

disturbance, and the area must be returned to its original contours and restored within 30 days of completing work in the area, unless otherwise authorized by this VWP general permit.Restoration shall be the seeding or planting of the same vegetation cover type originally present, including supplemental erosion control grasses if necessary, except for invasive species identified on DCR's Invasive Alien Plant Species of Virginia list.

2. Material resulting from trench excavation may be temporarily sidecast into wetlands not to exceed

a total of 90 days, provided the material is not placed in a manner such that it is dispersed by currents or other forces.

3. The trench for a utility line cannot be constructed in a manner that drains wetlands (e.g.,

backfilling with extensive gravel layers creating a french drain effect). For example, utility lines may be backfilled with clay blocks to ensure that the trench does not drain surface waters through which the utility line is installed.

F. Stream Modifications and Stream Bank Protection 1. Riprap bank stabilization shall be of an appropriate size and design in accordance with the

Virginia Erosion and Sediment Control Handbook, Third Edition, 1992. 2. Riprap aprons for all outfalls shall be designed in accordance with the Virginia Erosion and

Sediment Control Handbook, Third Edition, 1992. 3. For bank protection activities, the structure and backfill shall be placed as close to the stream

bank as practicable. No material shall be placed in excess of the minimum necessary for erosion protection.

4. All stream bank protection structures shall be located so as to eliminate or minimize impacts to

vegetated wetlands to the maximum extent practicable. 5. Asphalt and materials containing asphalt or other toxic substances shall not be used in the

construction of submerged sills or breakwaters. 6. Redistribution of existing stream substrate for the purpose of erosion control is prohibited. 7. No material removed from the stream bottom shall be disposed of in surface waters unless

authorized by this permit. G. Dredging 1. Dredging depths shall be determined and authorized according to the proposed use and

controlling depths outside the area to be dredged. 2. Dredging shall be accomplished in a manner that minimizes disturbance of the bottom and

minimizes turbidity levels in the water column. 3. If evidence of impaired water quality, such as a fish kill, is observed during the dredging, dredging

operations shall cease and the Department of Environmental Quality (DEQ) shall be notified immediately.

4. Barges used for the transportation of dredge material shall be filled in such a manner to prevent any overflow of dredged materials.

5. Double handling of dredged material in state waters shall not be permitted. 6. For navigation channels the following shall apply:

a. A buffer of four times the depth of the dredge cut shall be maintained between the bottom

edge of the design channel and the channelward limit of wetlands, or a buffer of 15 feet shall be maintained from the dredged cut and the channelward edge of wetlands or, whichever is greater. This landward limit of buffer shall be flagged and inspected prior to construction.

b. Side slope cuts of the dredging area shall not exceed a two-horizontal-to-one-vertical slope to

prevent slumping of material into the dredged area.

7. A dredged material management plan for the designated upland disposal site shall be submitted and approved 30 days prior to initial dredging activity.

8. Pipeline outfalls and spillways shall be located at opposite ends of the dewatering area to allow

for maximum retention and settling time. Filter fabric shall be used to line the dewatering area and to cover the outfall pipe to further reduce sedimentation to state waters.

9. The dredge material dewatering area shall be of adequate size to contain the dredge material and

to allow for adequate dewatering and settling out of sediment prior to discharge back into state waters.

10. The dredge material dewatering area shall utilize an earthen berm or straw bales covered with

filter fabric along the edge of the area to contain the dredged material, and shall be properly stabilized prior to placing the dredged material within the containment area.

11. Overtopping of the dredge material containment berms with dredge materials shall be strictly

prohibited. H. Stormwater Management Facilities 1. Stormwater management facilities shall be installed in accordance with best management

practices and watershed protection techniques (e.g., vegetated buffers, siting considerations to minimize adverse effects to aquatic resources, bioengineering methods incorporated into the facility design to benefit water quality and minimize adverse effects to aquatic resources) that provide for long-term aquatic resources protection and enhancement, to the maximum extent practicable.

2. Compensation for unavoidable impacts shall not be allowed within maintenance areas of

stormwater management facilities. 3. Maintenance activities within stormwater management facilities shall not require additional permit

authorization or compensation, provided that the maintenance activities do not exceed the original contours of the facility, as approved and constructed, and is accomplished in designated maintenance areas as indicated in the facility maintenance or design plan.

PART II - CONDITIONS APPLICABLE TO ALL VWP GENERAL PERMITS

A. Duty to Comply

The permittee shall comply with all conditions of the VWP general permit. Nothing in this VWP general permit shall be construed to relieve the permittee of the duty to comply with all applicable federal and state statutes, regulations and toxic standards and prohibitions. VWP general permit noncompliance is a violation of the Clean Water Act and State Water Control Law, and is grounds for enforcement action, VWP general permit authorization, termination for cause, revocation, or denial of a continuation of coverage request.

B. Duty to Mitigate The permittee shall take all reasonable steps to minimize or prevent any impacts in violation of

the VWP general permit that may have a reasonable likelihood of adversely affecting human health or the environment.

C. Reopener This VWP general permit authorization may be reopened to modify its conditions when the

circumstances on which the previous VWP general permit authorization was based have materially and substantially changed, or special studies conducted by the board or the permittee show material and substantial change since the time the VWP general permit authorization was issued and thereby constitute cause for VWP general permit authorization revocation and re-issuance.

D. Compliance with State and Federal Law Compliance with this VWP general permit constitutes compliance with the VWP permit

requirements of the State Water Control Law. Nothing in this VWP general permit shall be construed to preclude the institution of any legal action under or relieve the permittee from any responsibilities, liabilities, or other penalties established pursuant to any other state law or regulation or under the authority preserved by §510 of the Clean Water Act.

E. Property rights The issuance of this VWP general permit does not convey any property rights in either real or

personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal property rights, nor any infringement of federal, state or local laws or regulations.

F. Severability The provisions of this VWP general permit authorization are severable. G. Right of Entry The permittee shall allow the board or its agents, upon the presentation of credentials, at

reasonable times and under reasonable circumstances to enter the permittee's property, public or private, and have access to, inspect and copy any records that must be kept as part of the VWP general permit conditions; to inspect any facilities, operations or practices (including monitoring and control equipment) regulated or required under the VWP general permit; and to sample or monitor any substance, parameter or activity for the purpose of assuring compliance with the conditions of the VWP general permit or as otherwise authorized by law. For the purpose of this section, the time for inspection shall be deemed reasonable during regular business hours. Nothing contained herein shall make an inspection time unreasonable during an emergency.

H. Transferability of VWP General Permit Authorization. This VWP general permit authorization may be transferred to another person by a permittee when

all of the criteria listed below are met. On the date of the VWP general permit authorization transfer, the transferred VWP general permit authorization shall be as fully effective as if it had been issued directly to the new permittee.

1. The current permittee notifies the board of the transfer of the title to the facility or property. 2. The notice to the board includes a written agreement between the existing and new permittee

containing a specific date of transfer of VWP general permit authorization responsibility, coverage and liability to the new permittee, or that the existing permittee will retain such responsibility, coverage, or liability, including liability for compliance with the requirements of any enforcement activities related to the permitted activity.

3. The board does not notify the existing and new permittee of its intent to modify or revoke and reissue the VWP general permit authorization 15 days.

I. Notice of Planned Change Authorization under this VWP general permit may be modified subsequent to issuance in one or

more of the cases listed below. A notice of planned change is not required if the project results in additional temporary impacts to surface waters, provided that DEQ is notified in writing, the additional temporary impacts are restored to preexisting conditions in accordance with Part I C 11 of this general permit, and the additional temporary impacts do not exceed he general permit threshold for use. The permittee shall notify the board in advance of the planned change, and the planned change request will be reviewed according to all provisions of this regulation.

1. The permittee determines that additional permanent wetland or stream impacts are

necessary, provided that the additional impacts are associated with the previously authorized activities in authorized locations within the same phase of development, the cumulative increase in acreage of wetland impacts is not greater than 1/4 acre and the cumulative increase in stream impacts is not greater than 100 linear feet, and the additional impacts are fully compensated.

2. The project results in less wetland or stream impacts, in which case compensation

requirements may be modified in relation to the adjusted impacts at the request of the permittee, provided that the adjusted compensation meets the initial authorization compensation goals.

3. There is a change in the project plans that does not result in a change in project impacts. 4. There is a change in the mitigation bank at which credits are purchased or used, provided

that the same amount of credits are purchased or used and all criteria for use are met, as detailed in 9 VAC 25-210-116 E.

5. Typographical errors need to be corrected.

J. VWP General Permit Authorization Termination for Cause This VWP general permit authorization is subject to termination for cause by the board for public

notice and opportunity for hearing. Reasons for termination for cause are as follows:

1. Noncompliance by the permittee with any condition of the VWP general permit authorization; 2. The permittee's failure in the application or during the VWP general permit authorization

issuance process to disclose fully all relevant facts or the permittee's misrepresentation of any relevant facts at any time;

3. The permittee's violation of a special or judicial order; and 4. A determination by the board that the permitted activity endangers human health or the

environment and can be regulated to acceptable levels by VWP general permit authorization planned change or termination for cause.

K. VWP General Permit Authorization Termination by Consent This VWP general permit authorization may be terminated by consent when all permitted

activities requiring notification under 9 VAC 25-680-50 A and all compensatory mitigation have been completed or when the authorized impacts will not occur. The permittee shall submit a request for termination by consent within 30 days of project completion or project cancellation.

When submitted for project completion, the termination by consent shall constitute a notice of completion in accordance with 9 VAC 25-210-130. The director may accept this termination of authorization on behalf of the board. The request for termination by consent shall contain the following information:

1. Name, mailing address and telephone number of the permitee; 2. Name and location of activity; 3. The VWP permit authorization; and 4. One of the following certifications:

a. For project completion:

"I certify under penalty of law that all activities authorized by a VWP general permit have been completed. I understand that by submitting this notice of termination, I am no longer authorized to perform activities in surface waters in accordance with the VWP general permit, and that performing activities in surface waters is unlawful where the activity is not authorized by VWP permit. I also understand that the submittal of this notice does not release me from liability for any violations of this VWP general authorization."

b. For project cancellation:

"I certify under penalty of law that the activities authorized by this VWP general permit will not occur. I understand that by submitting this notice of termination, I am no longer authorized to perform activities in surface waters in accordance with the VWP general permit, and that performing activities in surface waters is unlawful where the activity is not authorized by a VWP permit. I also understand that the submittal of this notice does not release me from liability for any violations of this VWP general permit authorization, nor does it allow me to resume the permitted activities without reapplication and reauthorization."

c. For events beyond the permittee control, the permittee shall provide a detailed

explanation of the events, to be approved by DEQ, and the following certification statement:

"I certify under the penalty of law that all activities authorized by a VWP general

permit have been completed. I understand that by submitting this notice of termination I am no longer authorized to perform activities in surface waters in accordance with the VWP general permit, and that performing activities in surface waters is unlawful where the activity is not authorized by a VWP permit. I also understand that the submittal of this notice does not release me from liability for any violations of this VWP general permit authorization, nor does it allow me to resume the permitted activities without reapplication and reauthorization."

L. Civil and Criminal Liability

Nothing in this VWP general permit shall be construed to relieve the permittee from civil and criminal penalties for noncompliance.

M. Oil and Hazardous Substance Liability Nothing in this VWP general permit shall be construed to preclude the institution of legal action or

relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or

may be subject under § 311 of the Clean Water Act or §§ 62.1-44.34:14 through 62.1-44.34:23 of the State Water Control Law.

N. Duty to Cease or Confine Activity It shall not be a defense for a permittee in an enforcement action that it would have been

necessary to halt or reduce the activity for which a VWP permit has been granted in order to maintain compliance with the conditions of the VWP permit.

O. Duty to Provide Information

1. The permittee shall furnish to the board any information which the board may request to determine whether cause exists for modifying, revoking, reissuing and terminating the VWP permit, or to determine compliance with the VWP permit. The permittee shall also furnish to the board, upon request, copies of records required to be kept by the permittee. 2. Plans, maps, conceptual reports and other relevant information shall be submitted as required by the board prior to commencing construction.

P. Monitoring and Records Requirements 1. Monitoring of parameters, other than pollutants, shall be conducted according to approved analytical methods as specified in the VWP permit. Analysis of pollutants will be conducted according to 40 CFR Part 136 (2000), Guidelines Establishing Test Procedures for the Analysis of Pollutants. 2. Samples and measurements taken for the purpose of monitoring shall be representative of the monitored activity. 3. The permittee shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart or electronic recordings for continuous monitoring instrumentation, copies of all reports required by the VWP permit, and records of all data used to complete the application for the VWP permit, for a period of at least three years from the date of the expiration of a granted VWP permit. This period may be extended by request of the board at any time. 4. Records of monitoring information shall include, as appropriate: a. The date, exact place and time of sampling or measurements; b. The name of the individuals who performed the sampling or measurements; c. The date and time the analyses were performed; d. The name of the individuals who performed the analyses;

e. The analytical techniques or methods supporting the information such as observations, readings, calculations and bench data used;

f. The results of such analyses; and g. Chain of custody documentation

Q. Unauthorized Discharge of Pollutants

Except in compliance with this VWP general permit, it shall be unlawful for the permittee to:

1. Discharge into state waters sewage, industrial wastes, other wastes, or any noxious or

deleterious substances; 2. Excavate in a wetland; 3. Otherwise alter the physical, chemical, or biological properties of state waters and make them

detrimental to the public health, to animal or aquatic life, to the uses of such waters for domestic or industrial consumption, for recreation, or for other uses; or

4. On and after August 1, 2001, for linear transportation projects of the Virginia Department of

Transportation, or on and after October 1, 2001 for all other projects, conduct the following activities in a wetland:

a. New activities to cause draining that significantly alters or degrades existing wetland

acreage or functions; b. Filling or dumping; c. Permanent flooding or impounding; or d. New activities that cause significant alteration or degradation of existing wetland acreage

or functions.

VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR

NORFOLK DISTRICT, U. S. ARMY CORPS OF ENGINEERS' STATE PROGRAM GENERAL PERMIT

FOR VDOT INSTITUTIONAL DEVELOPMENTS AND LINEAR TRANSPORTATION PROJECTS TO

DISCHARGE DREDGE AND/OR FILL MATERIAL IN NONTIDAL WATERS OF THE UNITED STATES PURSUANT TO SECTION 404 OF THE CLEAN WATER ACT

CONDITIONS AND LIMITATIONS ISSUED TO THEVIRGINIA DEPARTMENT OF TRANSPORTATION

Date: 09/13/2013 Permit #: 13-4150 Project: 1652-080-771, D699, N501, P101

Permitted Activity: Replace existing double line of 9' X 6' X 34.9' & 34.6' corrugated arch culverts carrying Mudlick Creek under Route 1652 in Roanoke County with a double 8' X 6' X 50' concrete box culvert with wings and a low-flow diversion, perform 70' of channel tie-in work on the inlet and 40' of channel tie-in on the outlet of the new box, and place 40' of Class I riprap outlet protection. Also relocate a 6" water line beneath Mudlick Creek approximately 25' upstream. All work will be done within cofferdams. This will require 2,395.0 SF (243.0 CY) of excavation, 2,678.0 SF (238.0 CY) of permanent fill and 988.0 SF (58.0 CY) of temporary fill below OHW. Applicable Crossing(s): 6" Water Line, Replace Dbl Arch Pipe The following conditions apply to this project only: 1. In order to ensure that aquatic life passage is maintained during low flow periods, a low-flow channel

(similar in width to the existing, natural channel) should be constructed through any areas of inlet and outlet protection. (Crossing Name: Replace Dbl Arch Pipe)

2. Please notify the Environmental Division two weeks prior to commencement of any in-stream

activities. (There is jurisdictional area flagging that needs to be done prior to the commencement of any in-stream activities.) (Crossing Name: Replace Dbl Arch Pipe, 6” Water Line)

The following conditions are applicable to this project unless otherwise noted above in the conditions applicable to this project only: 1. This project will be constructed in accordance with the contract documents and is subject to the

provisions cited in the above regulations. 2. A copy of the 12-SPGP-01 and the accompanying authorization letter shall be maintained at the

project site at all times and shall be made available to any regulatory representative upon request. 3. A permit may be either modified, suspended, or revoked by the permitting agency upon violation of

any of the terms or conditions of the permit, or if the permitting agency determines such actions will otherwise be in the public interest.

4. Any proposed deviation to the permitted activity must be formally re-coordinated and approved by the

US Army Corps of Engineers or Virginia Department of Environmental Quality prior to undertaking the work. The Contractor shall be responsible for designing and supplying to VDOT's District Environmental Manager all sketches and notes necessary to acquire any permit modification required

for changes in the proposed construction methods. The District Environmental Manager will obtain the necessary permit modifications.

5. VDOT and its Contractor shall permit representatives of state and federal environmental regulatory

agencies to make periodic inspections at any time in order to insure that the activity being performed under authority of the permit(s) is in accordance with the terms and conditions prescribed herein.

6. For the purposes of this SPGP, loss of waters of the United States, including wetands, is defined as

filling (including placement of pipes or other water conveyances in water) and other permanent adverse effects including, mechanized land clearing, permanent conversion, excavation (including channelization), flooding, draining, etc.

7. All work shall be done in such a manner as to minimize sedimentation/siltation of state waters in

accordance with Virginia Erosion and Sedimentation Regulations (VR 625-02-00). Appropriate erosion and sedimentation controls and practices shall be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark, must be permanently stabilized at the earliest practicable date, in accordance with the requirements of Section 107.16 (a).

8. All temporarily disturbed wetlands and waters shall be restored to their pre-construction contours

within 6 months of commencing the temporary impact's construction. Once restored to their natural contours, soil in these areas must be mechanically loosened to a depth of 12 inches, and wetland areas seeded and/or sprigged with appropriate native vegetation.

9. If previously unidentified archeological or other cultural resources are encountered during

construction, the Contractor shall immediately stop work and notify VDOT's District Environmental Manager.

10. No authorized activity may cause more than minimal adverse effects on navigation. No authorized

activity may interfere with any existing or proposed Federal navigation project. 11. Pipes shall be adequately sized to allow for the passage of ordinary high water with the

countersinking and invert restrictions taken into account. 12. All pipes and culverts placed in streams will be countersunk at both the inlet and outlet ends. Pipes

that are 24 inches or less in diameter shall be countersunk 3 inches below the natural stream bottom and pipes that are greater than 24 inches in diameter shall be countersunk 6 inches below the natural stream bottom. All single pipes or culverts with bottoms shall be depressed (countersunk) below the natural streambed at both the inlet and outlet of the structure. In sets of multiple pipes or culverts with bottoms at least one pipe or culvert shall be depressed (countersunk) at both the inlet and outlet to convey low flows. The countersinking requirement does not apply to bottomless pipes or culverts or pipe arches.

13. If bedrock is encountered during the pipe or culvert placement that prevents the required

countersinking, the Contractor must stop work until VDOT's District Environmental Manager acquires any necessary permit modifications.

14. Blasting of stream bottoms through the use of explosives is not acceptable as a means of providing

for countersinking of pipes on bedrock. 15. No discharge of dredged or fill material may occur in the proximity of a public water supply intake,

unless authorized by this permit. 16. Heavy equipment working in wetlands must be placed on mats, or other approved measures must be

taken to minimize soil disturbance.

17. The activity must be constructed to withstand expected high flows and must not restrict or impede the passage of normal or high flows.

18. All authorized activities involving any discharge of pollutants into waters of the United States shall be

consistent with applicable water quality standards, effluent limitations, standards of performance, prohibitions, and pretreatment standards and management practices established pursuant to the Clean Water Act (33 USC § 1251 et seq.) and applicable state and local laws. No discharge of dredged or fill material in association with the authorized activities may consist of unsuitable material such as trash, debris, car bodies, asphalt, etc.

19. Authorized activities shall be maintained in good condition and in conformance with the terms and

conditions of the permit(s). All fills shall be properly maintained to ensure public safety. 20. Failure to comply with the terms and conditions of this permit may constitute a violation and could

result in enforcement actions against VDOT and/or the Contractor. 21. Plant species on the most current Virginia Department of Conservation and Recreation's Invasive

Alien Plant List shall not be used for replanting activities authorized by the permit.

Copyright (C) 1997, Maptech, Inc.

Name: BENT MTDate: 7/27/2012Scale: 1 inch equals 2000 feet

Location: 037° 13' 33.77" N 080° 01' 08.15" W NAD 27Caption: 1652-080-771, N501

080° 02' 00.00" W

080° 02' 00.00" W

080° 01' 00.00" W

080° 01' 00.00" W

080° 00' 00.00" W

080° 00' 00.00" W

037°

15'

00.

00" N

037°

15'

00.

00" N

037°

14'

00.

00" N

037°

14'

00.

00" N

037°

13'

00.

00" N

037°

13'

00.

00" N

2' 0

0.00

" N

2' 0

0.00

" N

Project Location

Magnetic Declination

8° W

SECTIONAL VIEW - NOT TO SCALE

PLAN VIEW - 50 SCALE

Jurisdictional Channel Impact Length = 160 linear feet

Permanent Impacts

Temporary Impacts

6" COUNTERSINKING REQUIRED BELOW PROPOSED STREAM BED ELEVATION

Cut Area

Temporary

Fill Area Fill Area

Permanent Excavation

Jurisdictional Impacts

Environmental Sketch for

Proj. No. 1652-080-771

Exist. Structure: 34.9’ & 34.6’ - 9’ X 6’ C.M. ARCH PIPE OHW = 1084.80

50’ DOUBLE 8’ X 6’ PRECAST BOX CULVERT

51 C.Y. 868 S.F. 234 C.Y. 2648 S.F. 239 C.Y. 2365 S.F.

PL

PL

PL

PL

PL

PL

PL

PL

Exist. R/W

Exist. R/W

Exist. R/

W

ROUTE

FHWA

REGION

VA.

STATEROUTE

FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.

1652-080-771, N5011652

S

S

S

T

Mudlick

Creek

COFFERDAM

COFFERDAM

PIPE

36" DIA.

RELOCATED WATERLINE

PLAN VIEW

WATERLINE

STREAM CROSSING

1,080_

1,085_

1,090_

10+00 11+0010+50

Existing Waterline

Existing Ground

RELOCATED WATERLINE

PROFILE VIEW

RELOCATED SAN. SEW.

Mudlick Creek

10’

Existing San. Sew.

Existing San. Sew.

Relocated San. Sew.

Final Grade

TEMP. FILL = 6.67 CU.YD., 120 SQ.FT.

FILL = 3.91 CU.YD., 30 SQ.FT.

CUT = 3.91 CU.YD., 30 SQ.FT.

INSTALLATION IMPACTS

94794 GENERAL NOTES

1. Price bid for Precast Box Culvert (Twin BCS 8’ x 6’) shall include all necessary design,

fabrication, waterproofing, transportation, erection and joint sealing of precast box culvert, precast Type I and Type II wingwalls and precast headwalls, as well as labor, materials, tools, cofer dams, stream diversions, and other incidentals necessary to complete the work as shown.

2. Price bid for Dismantle and Remove Existing Structure (Str. No. 0806001) shall consist of removing and disposing of the entire structure for the double corrugated metal arch pipes, including the concrete and rubble headwalls, concrete splash block, concrete and timber retaining wall, as well as all labor, materials, tools and other incidentals necessary to complete the work.

3. All existing items and material that are removed and not replaced shall be the property of the contractor. The contractor will be responsible for the disposal.

4. Cost for excavating, sheeting, shoring, dewatering, waterproofing, disposing of surplus

and unsuitable material, and restoring existing surfaces (including private entrances) shall be included in the price bid for other items when not included as a bid item.

5. The price bid for Asphalt Concrete SM-9.5A shall include the cost of tack coat.

6. Project Plan Sheets, Sketches, Detail Sheets, etc. are not to scale unless noted otherwise.

7. All cut and fill locations are approximate and are to be determined in the field.

8. All cut and fill depths are approximate and are to be determined in the field.

9. Pavement Line Marking shall be tied into existing pavement markings on each side of the installed box culvert.

10. 2 EA. OM3-L and 2 EA. OM3-R (12”x36”) object markers will be installed as permanent signs in this location. When installing OM3’s, the edge of the object marker that is closest to the road user shall be in line with the closest edge of the obstruction. Payment for the OM3’s will be made under Item Code 50108 (Sign Panel Sq. Ft.) Also, 4 EA. 2” X 8’ STP-1 Square Tube Posts will be utilized for the installation of the permanent sign panels. Payment for the posts will be made under Item Code 50430 (Sign Post STP-1 2”).

11. If the existing pipe cannot be used to divert the stream during construction of at least one barrel of the proposed culvert, a Temporary Stream Diversion may be required during culvert installation. The cost for the Temporary Stream Diversion shall be paid for as excavation, lining and silt fence. Alternative methods of stream diversion shall be submitted to the Engineer.

12. Reset all mailboxes impacted by construction activities. Mailboxes are to remain functional during construction. Cost shall be included in the price bid for other items.

13. Road centerline elevation and alignment shall be returned to the preconstruction condition at completion of construction.

14. Roanoke County will secure Temporary Construction Easements, Permanent Easements and Right of Way. Any further right of entry needed from the Land Owners is the responsibility of the Contractor.

15. Grading will be paid for at the contract lump sum price, which price shall be full compensation for the cost of clearing and grubbing; for all regular excavation; for construction of embankments; for grading of unpaved shoulders; for restoration of any impacted ditches and channels; for allaying of dust; for removal and disposal of excess or unsuitable material above grade; for the construction channel tie-ins including the native streambed material; and for removal of existing pipes, culverts, structures and roadway surface materials.

16. All box culvert bedding material shall be 6 inches of No. 57 stone capped with 4 inches of No. 25 or No. 26 aggregate bedding material. The 6 inches of No. 57 stone shall be included in the price of installation of the box culvert. Quantity for 4 inches of No. 25 or No. 26 provided in estimate.

17. Any temporary pavement, earthwork, and shoring necessary to maintain traffic shall not be a pay item. The cost of all items (including those required to restore existing surfaces) necessary to maintain traffic (when required) shall be included in the cost of the culvert.

18. The Contractor shall verify that the material below the bedding is suitable prior to placing bedding material. The culvert bedding shall be verified and approved by the Engineer.

19. To ensure that aquatic life passage is maintained during low flow periods, a low-flow

channel (similar in width to the existing, natural channel) should be provided through any sections of channel constructed to tie the new culverts into the existing stream channel.

20. The existing asphalt shall be saw cut where the new pavement is to join the existing pavement. The limits of the new pavement will be determined by the Engineer.

21. Price bid for installation of relocated utilities shall include the cost of abandoning existing utilities as well as labor materials tools and other incidentals for complete in place installation.

22. Utilities have been approximately located, but may not include all utilities on site.

Contractor is responsible for determining the location, size and elevation of all utilities. Contractor is responsible for coordinating with the utility owners. Service of all utilities is to be maintained during construction unless otherwise directed by the owner.

23. The installations of the water and sanitary sewer shall conform to the 2014 Western Virginia Regional Design and Construction Standards.

24. Blasting of stream bottoms through the use of explosives is not acceptable as a means of providing countersinking of pipes on bedrock.

25. The contractor will be allowed to close Route 1652 (Farmington Drive) in Roanoke County for up to 60 consecutive days. Route 1652 shall not be closed prior to June 08, 2015, and shall be reopened no later than August 14, 2015. The contractor shall install detour signage as shown on the Transportation Management Plan. The contractor shall submit a written notice to the Department a minimum of 6 weeks before road closure. Once traffic is detoured, the contractor will be expected to continuously prosecute work until Route 1652 has been reopened. The traveling public will not be permitted on the new structure until final pavement and striping are in place. No road closures will be permitted until the contractor has all materials in hand.

26. For Box Culverts with 0 to 2 foot fills see IIM-SB-81.4 for allowable type of Corrosion Resistant Reinforcing Steels.

27. Removal and replacement of existing Fence, Gates, and components removed during construction will be included in price bid for the Grading (Item Code 00125).

WATER AND SEWER GENERAL NOTES

1. All water and sanitary sewer lines shall have a minimum of 3.0 feet of cover.

2. Maintain a minimum of 18” clearance from outside of pipe to outside of pipe at all water, sanitary sewer, and storm drain crossings. Where this clearance cannot be achieved, concrete piers shall be utilized in accordance with the western Virginia Water Authority’s (WVWA) Water and Sanitary Sewer Standards.

3. Sanitary sewer line material shall be PVC, SDR-35, except as noted, or approved equal.

4. Water line main pipe material shall be ductile iron pipe C151, pressure class 350, except as noted, or approved equal. Restrained joint pipe shall be “TR Flex” as manufactured by U. S. Pipe or approved equal (restrained pipe joints shall be capable of 5’ deflection after assembly).

5. Unless otherwise noted, all waterline fittings shall be mechanical joint ductile iron

conforming to C110. All mechanical joint fittings shall use series 1100 “mega-lug” restraining glands.

6. Unless otherwise noted, all sanitary sewer manholes shall have WVWA standard

watertight covers.

7. Contractor shall verify actual sizes, types, locations, elevations, and grades of existing water and sewer lines at proposed connection points via subsurface investigations that expose existing lines. The investigations should be performed prior to ordering material. The WVWA and VDOT shall be notified before facility installation of any substantial deviation from the information shown on the plans.

8. All construction methods and materials shall conform to the construction standards and

specifications of the WVWA and VDOT.

9. All work shall be subject to inspection by the WVWA and VDOT.

10. Field modifications shall be approved by the WVWA and VDOT prior to performing modified construction.

11. The contractor shall supply the WVWA and VDOT with correct as-built plans.

12. Contact the WVWA at (540) 537-3460 72 hours prior to starting any water or sewer

construction. It will be necessary to schedule a time for the WVWA to isolate and relieve pressure on the waterline to be cut. Every effort shall be made to minimize the interruption of service.

13. Any pumps used for bypass flow during sanitary sewer connections shall be capable of

1.5 times the expected peak flow. A working duplicate pump of equal capacity shall be onsite, and ready for substitution in the event of pump failure during all pumping operations. From the WVWA the expected peak flows are as follows: SSMH “A” to SSMH “B” = 1,000gpm, SSMH “E” to SSMH “B” = 75gpm, SSMH “D” to SSMH “C” = 75gpm.

14. Any affected property owner, resident, or business shall be notified 48 hours in advance

of service interruption.

ELECTRIC POWER, TELEPHONE, & CABLE TV GENERAL NOTES

1. Appalachian Power Company will temporarily de-energize the aerial span crossing the

stream on the south side of Rte. 1652. The conductor/wire will not be removed from the de-energized span. The contact for APCO is Mr. Jeff Perdue at (276) 627-1241.

2. Verizon Virginia Inc. will temporarily relocate the underground telecommunication

facilities by laying out cable on the ground around the construction area. The contact for Verizon is Mr. Allen Asbury at (540) 265-7574

3. Aerial Cox Communication facilities will remain in place on existing APCO poles. The

contact for Cox is Greg Smith at (540) 777-4235.

4. The Contractor shall hold an on-site Utility Coordination Meeting with the utility representatives at least 45 days prior to beginning construction at this location. Utility companies should be allowed access to the project area to make temporary adjustments described above during the 45 day period following the Utility Coordination Meeting

GRADING GENERAL NOTES

G-1 The grade line denotes top of finished pavement unless shown otherwise on typical sections or plans.

G-4 The cost of removal of all existing concrete items located in the area to be graded,

including, but not limited to the following, shall be included in price bid for the Grading (Item Code 00125): headwalls, grouted rip-rap, ditches, sign foundations, utility structures.

G-6 The borrow material for this project shall be a minimum CBR of 5 or as approved by

the Materials Engineer.

PAVEMENT GENERAL NOTES

P-2 The pavement materials on this project will be paid for on a tonnage basis. The weight will vary in accordance with the specific gravity of the aggregates and the asphaltic content of the mix actually used to secure the design depth. The weight of the asphalt concrete is based on 95% of theoretical maximum density. (See IIM-LD-158)

INCIDENTAL GENERAL NOTES

I-9 When no centerline alignment is shown for a proposed entrance, the entrance

shall be constructed in the same location as the existing entrance.

I-18 All pavement markings and traffic flow arrows shown on the roadway construction plans are schematic only. The actual location and application of pavement markings shall be in accordance with Section 704 of the applicable VDOT Road and Bridge Specifications, MUTCD, sequence of construction/traffic control plans, as shown on sketch and as directed by the Engineer.

DRAINAGE GENERAL NOTES D-1 The horizontal locations of all drainage structures shown on these plans is

approximate only, with the exception of structures showing specific stations, special design bridges and storm sewer systems.

D-2 The horizontal locations and invert elevations shown for proposed culverts and storm

sewer outfall pipes are based on existing survey data and required design criteria. If, during construction, it is found that the horizontal location or invert elevations shown on the plans differ significantly from the horizontal location or elevation of the stream or swale in which the culvert or storm sewer outfall pipe is to be placed, the Engineer shall confer with, and get approval from, the applicable District Drainage Engineer before installing the culvert or storm sewer outfall pipe.

D-10 The proposed riprap may be omitted by the Engineer if the slope designated for

placement of riprap is found to be comprised of solid rock or closely consolidated boulders with soundness, size and weight equal to, or exceeding, the specifications for the proposed riprap.

D-11 The proposed granular filter blanket for the proposed riprap may be omitted by the Engineer if the slope on which it is to be placed is found to be comprised of material which is coarser than that specified for the proposed granular filter blanket.

EROSION AND SEDIMENT CONTROL E-1 If the removal of Brush Silt Barrier is specified by the plans or required by the

Engineer, the cost of removal and disposal of brush shall be in accordance with Section 109 of the applicable VDOT Road and Bridge Specifications.

E-2 Rock for Check Dams, Drop Inlet Silt Traps, Erosion Control Stone and Riprap

shall be in accordance with Section 203 and Section 414 of the applicable VDOT Road and Bridge Specifications.

E-3 The following symbols are used to depict Erosion and Sediment Control items in

the plan assembly:

02/07/14

ROADSIDE DEVELOPMENT PROJECT: UPC 94794 (1652-080-771, P101, N501)

CORE MIX

MIX LBS./ ACRE DESCRIPTION

1 * 100% CERTIFIED FINE FESCUE

2 100% CERTIFIED TALL FESCUE

3 50

50

50% CERTIFIED TALL FESCUE

* 50% CERTIFIED FINE FESCUE

4

50% ORCHARD GRASS

50% CERTIFIED KENTUCKY BLUEGRASS

5 100% BERMUDA GRASS

TEMPORARY

3/1 – 5/16

AND

8/16 – 3/1

50

50

50% CERTIFIED TALL FESCUE

50% BARLEY, WINTER RYE OR WINTER WHEAT

5/16 – 8/16 50

50

50% FOXTAIL MILLET

50% CERTIFIED TALL FESCUE

ADDITIVES

TYPE LBS. /ACRE

DESCRIPTION

A 100% LOVEGRASS

B 20 100% BARLEY, WINTER RYE OR WINTER WHEAT

C 10 100% FOXTAIL MILLET

D 100% ANNUAL RYEGRASS

E 20 100% CROWNVETCH (LEGUME)

F 100% SERICEA LESPEDEZA (LEGUME)

G 100% BIRDSFOOT TREFOIL (LEGUME)

H

I

J

K

MIX REQUIREMENTS THIS PROJECT

SEEDING SCHEDULE SLOPES

SEED MIX WITH

ADDITIVE

MOWED SEED MIX

WITH ADDITIVE

SLOPES SEED MIX

WITH ADDITIVE

MOWED SEED MIX

WITH ADDITIVE

SLOPES SEED MIX

WITH ADDITIVE

MOWED SEED MIX

WITH ADDITIVE

SPRING

MONTH & DATE 4/1 – 6/1

SUMMER

MONTH & DATE 6/1 – 9/15

FALL & WINTER MONTH & DATE

9/15 – 4/1

3BE 3B 3CE 3C 3BE 3B Hard/

Chewings Hard/

Chewings Hard/

Chewings Hard/

Chewings Hard/

Chewings Hard/

Chewings

*SPECIFY KIND OF FINE FESCUE

PROJECT NUMBER

SUMMARY OF ESTIMATED QUANTITIES

UPC 94794

SITE: Farmington, 1652-080-771

ITEM ITEM DESCRIPTION UNITS QUAN.

100 MOBILIZATION LS 1

101 CONSTRUCTION SURVEYING (CONSTR.) LS 1

125 GRADING LS 1

212 MINOR STR. EXCAV. BOX CULVERT CY 465

505 BEDDING MATL.AGGR.NO. 25 OR 26 TON 33

523 NS PRECAST BOX CULVERT LF 100

9148 EROS.CONTR.STONE CL. A1 EC‐‐‐‐1 TON 72

9152 EROS.CONTR.STONE CL. II, EC‐‐‐‐1 TON 250

9185 PAVED DITCH PG-2A SY 24

10128 AGGR. BASE MATL. TY. I NO. 21B TON 90

16335 ASPHALT CONCRETE TY. SM‐‐‐‐9.5A TON 21

16390 ASPHALT CONCRETE TY. BM‐‐‐‐25.0A TON 50

24152

TYPE III BARRICADE 8' EA 4

24160 CONSTRUCTION SIGNS SF 400

24278 GROUP 2 CHANNELIZING DEVICES DAY 1190

24279 PORT.CHANGEABLE MESS. SIGN HR 4100

24282 FLAGGER SERVICE HR 300

24297 TRAF.BARR.SER.CONC.DOUBLE FACE LF 40

24430 DEMO. OF PAVEMENT (FLEXIBLE) SY 230

24600 REMOVE EXISTING GUARDRAIL LF 75

26119 DRY RIPRAP CL.I 18" TON 10

27102 REGULAR SEED LB 140

27103 OVERSEEDING LB 90

27104 LEGUME SEED LB 20

27105 LEGUME OVERSEEDING LB 14

27215 FERTILIZER(15‐‐‐‐30‐‐‐‐15) TON 0.4

27250 LIME TON 1.6

27321 PROTECTIVE COVERING EC‐‐‐‐2 SY 52

27422 DEWATERING BASIN EA 2

27430 SILTATION CONTROL EXCAVATION CY 256

27505 TEMP. SILT FENCE LF 1000

40080 8" WATER MAIN LF 119

41006 6" GATE VALVE & BOX EA 1

41816 2" BLOW-OFF VALVE & MANHOLE EA 1

42080 8" SAN. SEWER PIPE LF 91

42180 18" SAN. SEWER PIPE LF 164

42755 SANITARY SEWER MANHOLE LF 16

42758 MANHOLE FRAME & COVER WF & C‐‐‐‐1 EA 3

45512 CONCRETE ENCASEMENT LF 75

50108 SIGN PANEL SF 12

50430 SIGN POST STP‐‐‐‐1, 2" LF 24

51910 SAW CUT LF 51

54020 TY. A PAVEMENT LINE MARKING 4" LF 560

67900 NS DISM.& REM. EXIST. STR. LS 1

Total Number of Bid Items = 44

ROUTEROUTE PROJECT

STATE SHEET

NO.

1652-080-771, N5011652

CL

2% 2%8% 8%

6’11’11’6’

1’

A A

B

1’

6" 6"

1

23

1

2

3

BASE COURSE: 4.0" ASPHALT CONCRETE, TYPE BM-25.0A

SUBBASE: 8.0" AGGREGATE BASE MATERIAL, TYPE I, NO. 21-B

FARMINGTON DRIVEROUTE 1652

TYPICAL SECTION

A 4" SOLID SINGLE WHITE LINE, TYPE A PAINT

B 4" SOLID DOUBLE YELLOW LINE, TYPE A PAINT

2:1 M

AX 2:1 MAX

A SUPPORT BENCH FOR THE NEW PAVEMENT STRUCTURE.MINIMUM OF 12" AWAY FROM THE TOP EDGE OF TRENCH EXCAVATION TO PROVIDETHE EXISTING PAVEMENT SHALL BE SAW CUT THROUGH THE FULL DEPTH A

SURFACE COURSE: 165 lbs/sy ASPHALT CONCRETE, TYPE SM-9.5A

40°65°

60°70°

TSF

TSF

TSF

TSF

TSF

St’d. PG-2A Type E Req’d.

Proposed Inlet Channel

5 Tons St’d. EC-1.

A A

B

B

Denotes Pavement Replacement

80-6001

0 25’ 50’

SCALE

Plan Sheet

1652-080-771,N501

Farmington Drive

UPC94794

Grade to Drain

Remove Existing Guardrails

at HeadwallCL

D

D N 328699.69, E 2839154.71

at HeadwallCL U N 328650.88, E 2839143.86

Box Culvert N12°32’03"E 50.00’CL

U

Asphalt E

nt.

Asphalt E

nt.

Gra

vel Ent.

Elev 1094.72

Carport

Ele

v 10

84.3

3

Inv. In

Unknown

Ele

v 10

90.4

1In

v.

Out

Ele

v 10

83.8

8In

v. In

Ele

v 10

90.10

Top Pip

e

Ele

v 10

90.0

9Top Pip

e

Ele

v 10

83.8

2In

v. In

Varia

ble

Width Sto

ne

Wall

Varia

ble

Width Sto

ne

Wall

Conc.

In Pl. 15" C

M

Pip

e

2-In Pl. 108" x 72"

CM

Pip

e

Mudlick Creek

Barbed

Wire

Fence (

Mostly

Dow

n)

Board Fence

Metal Guardrail

Metal Guardrail

Hedgerow

14"

Magnolia

5-Willo

w

Oak

9-H

emlock

Rip Rap

Rip R

ap

Grass Field

Brush

Grass

101

102

Scattered Small Trees & Light BrushPL

PL

PL

PL

PL

Rubble R

et. Wall

#3514

2 - Sty. Fr. Dwl.

2

GW’s

AE

P #324-C

1-27

Ele

v 10

90.3

2Rim

Ele

v 10

90.3

6

Rim

Ele

v 10

88.2

5Rim

In Pl. S

MH

S

S

In Pl. S

MH

S

In Pl. S

MH

S

Tele. Ped. #

SS

T

WM

Ele

v 10

86.5

4Ele

v 10

82.4

9Rim

Ele

v 10

82.9

2Rim

Ele

v 10

84.3

3Rim

Ele

v 10

84.3

4

Drainage Description

Scale 1:25

80-6001

ROUTEROUTE PROJECT

STATE

1652-080-771, N5011652

67 Tons Class A1 Riprap Req’d.

St’d. PG-3 Type I Req’d. for proposed inlet channel, T = 20"

Diversion, x = 6"

10 Tons Class I Dry Riprap Req’d. for Low Flow

Low Flow Diversion Req’d. on inlet end of western barrel

St’d. PG-2A Type E Req’d

6" Below Streambed.

Proposed Invert Elevations are Countersunk

No. 25 or 26 Req’d.

33 Tons Bedding Material Aggregate

Material Aggregate No. 25 or 26

box culvert) and capped with 4" of Bedding

included in price bid for linear feet of

backfill with 6" of No. 57 stone (Cost to be

Excavate 10" below bottom of culvert and

465 Cu. Yds. Minor Structure Excavation

Type B Installation

250 Tons St’d. EC-1 Class II Req’d.

BCW-11, Type I (G) & BCW-12, Type II (G)

bid for linear feet of box culvert) Reference St’ds.

4 Wings Req’d. (Cost to be included in price

Specifications

with specification 302.03, 3.c. of the Road and Bridge

Buffer Zone between boxes to be provided in accordance

St’ds. BCS-DT & BCS-05

price bid for linear feet of box culvert) Reference

2 Headwalls Req’d. (Cost to be included in

Inv.(In) 1082.33 Inv.(Out) 1081.83

(2’ Cover) (30° Skew)

50’ - Twin 8’ x 6’ Precast Box Culverts Req’d.

L C

1080

1085

1090

1095

010

20

30

40

50

60

70

ROUTEROUTE PROJECT

STATE

1652-080-771, N50116521100

1075

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win

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weste

rn a

rch p

ipe. R

em

ove th

e e

xis

ting

allo

win

g flo

w o

nly

thro

ugh th

e e

xis

ting

thro

ug

h th

e e

xis

ting

easte

rn

arch

pip

e,

culv

ert, b

lock th

e c

hannel fro

m flo

win

g

In p

reparatio

n f

or c

onstr

uctio

n o

f th

e b

ox

Ste

p 1

Box S

equence o

f Constru

ctio

n

Exis

ting G

round

Div

ers

ion

St’d

. Low

Flo

w

Pro

posed G

round

Ou

tlet P

rote

ctio

n

St’d

. EC

-1 C

ulv

ert

Scale

1:1

0

an

d o

utle

t pro

tectio

n.

the e

xis

ting

str

eam

ch

an

nel, a

nd

thro

ug

h a

ny

areas o

f in

let

sectio

ns o

f c

han

nel c

on

str

ucte

d to

tie th

e n

ew

cu

lverts

into

the e

xis

ting, n

atu

ral c

hannel) s

hould

be p

rovid

ed th

rough a

ny

low

flo

w p

erio

ds, a

low

flo

w c

han

nel (

sim

ilar in

wid

th to

4. T

o e

nsure th

at a

quatic

life p

assage is

main

tain

ed d

urin

g

into

and o

ut o

f the c

ulv

ert. M

ain

tain

6" o

f culv

ert c

ounte

rsin

kin

g.

new

culv

ert. G

rade s

tream

bed to

ensure a

sm

ooth

transitio

n

3. R

esto

re p

ortio

ns o

f th

e s

tream

that a

re a

ffecte

d b

y th

e

ou

t of th

e c

ulv

ert.

2. G

rad

e s

tream

ban

ks to

en

su

re a

sm

oo

th tr

an

sitio

n in

to a

nd

1. M

ain

tain

a m

inim

um

cover o

f 1 ft a

t the b

ox c

ulv

ert h

eadw

all.

8.0’

Section A-A

20" ThicknessClass A1 RiprapProposed Inlet Channel

St’d. EC-2 Req’d.

Section B-B

20" Thickness

Class A1 Riprap

Proposed Inlet Channel

8.0’

NOT TO SCALE

NOT TO SCALE

Req’d.

St’d. EC-2

Diversion, X = 6"

St’d. Low Flow

Scale 1:50

6"

6"

6"

2:1 2:1

6"

ROUTEROUTE PROJECT

STATE

1652-080-771, N5011652

Elev 1086.85Rim

Rim

In Pl. SMH

In Pl. SMH

WM

Elev 1086.54

Elev 1088.71RimIn Pl. SMH

Elev 1077.75Rim

Elev 1084.36Rim

Elev 1082.49Rim

S

S

S

S

S

S

S

T

ROUTEROUTE PROJECT

STATE

1652-080-771, N5011652

6" Gate Valve

Anchor Collar

2 - 8" Bends

4’ Dia. MH

1 - 8" Bend

2 - 8" Bends

Anchor Collar

Prop. 18" San. Sew.

Prop. 8" San. Sew.

4’ Dia. MH 5’ Dia. MH

2 - 8" Bends

UTILITY RELOCATION PLAN

0 25’ 50’

SCALE

In-LineBlow-Off

1 - 8"x6" Reducer

8" Waterline

Proposed

1 - 8"x6" Reducer

AB

C

D

E

Gravel Ent.

Inv. In Unknown

Elev 1090.41Inv. Out

Elev 1089.94Top PipeElev 1083.86Inv. Out

Inv. OutTop Pipe

Variable Width Stone Wall

Conc.

Mudlick Creek

Board Fence

Metal G

uardrail

Metal G

uardrail

Lig

ht B

rush

Hedgerow

9-Hemlock

Scattered Trees

Rip Rap

Rip R

ap

Grass

N 72° 0

0’ 15

" E

101

102

103

Scatte

red S

mall T

rees

&

Lig

ht B

rush

PL

PL

PL

PL

Rubble R

et. Wall

P L

P L

ROUTEROUTE PROJECT

STATE

1652-080-771, N5011652

1,080_

1,085_

1,090_

10+00 11+0010+50

Existing Waterline

Existing GroundMudlick Creek

10’

Existing San. Sew.

Existing San. Sew.

Relocated San. Sew.

Final Grade

Proposed 8" Waterline

Concrete Encasement

1,090_

1,085_

1,080_

1,075_

Rim - 1086.9

Existing Ground

Prop. 8" OUT - 1084.16

Ex. 8" IN - 1084.36

Rim - 1088.8

90.2’ 8" San. Sew. @ 4.78%

UTILITY PROFILE SHEET

C

E

In-Line Blow-Off

Ex. 15" OUT - 1077.75

Ex. 8" IN - 1078.15

Prop. 18" IN - 1077.85

Prop. 8" IN - 1079.85

ROUTEROUTE PROJECT

STATE

1652-080-771, N5011652

1,075_

1,080_

1,085_

1,090_

1,095_

Existing

Waterline

Prop. W

aterline

Existing San. S

ew.

Existing

Ground

163.2’ 18" San. S

ew. @ 3.9

1%

Ex. 15"

OU

T - 10

77.7

5

Ex. 8

" IN - 10

78.15

Prop. 18" IN - 10

77.8

5

Prop. 8

" IN - 10

78.3

3

Prop. 18"

OU

T - 10

84.2

3

Ex. 18" IN - 10

84.3

3

Rim - 10

88.3

Rim - 10

86.9

UTILITY PROFILE SHEET

AC

ROUTEROUTE PROJECT

STATE

1652-080-771, N5011652

8" Proposed Waterline

and Flushing

for Filling, Testing

2" Galvanized Pipe

with 2" Threaded Tap

8" MJ Cap

6" Existing Waterline

End Caps

All Restrained Joints Between

Treatment

Point with Same End

To Other Connection

2’ Min. & 5’ Max.

Abandoned 6" Waterline

8" Short Pattern Sleeve

8" Proposed Waterline

AWWA C153 Fittings

and Anchor Collar

Connection Point

Joints Between

No Unrestrained

12" Min.

12" Min.

TESTING & CONNECTION

RE-LOCATED WATERLINE

Contractor May Request WVWA Wet Tap Existing Waterline

Inspect Before Backfilling

Pressurize and Visually

8" 11 �° or 22 �° Bend as needed

8" 45° Bend

8" x 6" Reducer

6" Existing Waterline

ROUTEROUTE PROJECT

STATE

1652-080-771, N5011652

Existing 6" Waterline

6" Gate Valve

Centered on Coupon

6" Long Pattern Sleeve

" Maximum Gap Each81

Ends

Space Between Cut

Pipe Coupon to Fill

12" Min. Sleeve and Anchor Collar

No Unrestrained Joints Between

OR C515 LATEST REVISION STANDARDS.

7. GATE VALVE SHALL BE RESILIENT SEAT TYPE VALVE MEETING AWWA C509

RESTORED AND A VISUAL INSPECTION PERFORMED TO DETECT ANY LEAKAGE.

6. AFTER VALVE INSERTION BUT BEFORE BACK FILLING SERVICE SHALL BE

IRON OR APPROVED EQUAL.

BE MEGA-LUG SERIES 1100 RESTRAINING TYPE AS MANUFACTURED BY EBAA

5. MECHANICAL JOINT GLANDS FOR VALVE, SLEEVE, AND OTHER FITTINGS SHALL

VALVES AND FIRE HYDRANTS.

SERVICE INTERRUPTIONS. ONLY WVWA PERSONNEL MAY OPERATE MAIN LINE

4. A WVWA INSPECTOR/ENGINEER SHALL BE ONSITE AT ALL TIMES DURING

PUBLIC SCHOOLS ARE IN SESSION.

BETWEEN THE HOURS OF 11:00PM AND 5:00AM AND CANNOT OCCUR WHILE

3. INTERUPTION TO SERVICE OF EXISTING 6" WATERLINE SHALL ONLY OCCUR

BEGINNING INSTALLATION OF WATERLINE OFFSET.

2. VALVE INSERTION SHALL AND ANCHOR BLOCKS SHALL BE IN PLACE BEFORE

2 WEEKS PRIOR TO START OF PROJECT CONSTRUCTION.

PRE-CONSTRUCTION MEETING WITH APPROPRIATE WVWA PERSONNEL AT LEAST

1. NOTIFY WVWA AT LEAST 3 DAYS PRIOR TO VALVE INSERTION. SCHEDULE A

NOTES:

VALVE INSERTION

Asphalt E

nt.

Asphalt E

nt.

Mortar R

ubble R

et . Wall

Elev 1094.72

FF.

Conc.

In Pl. 15" C

M

Pip

e Mudlick Creek

Board Fence

Chain

Link F

ence

Metal Guardrail

Metal Guardrail

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

Hed

ger

ow

Hedgerow

1"Maple

Scattered Trees

30"H

emlock

18"H

olly

Rip Rap

Rip R

ap

Grass Field

Deck

Wooden

Steps

Stone

Rubble Wall

Mortar

Conc. V-Ditch

0 25’ 50’

SCALE

Grass

Grass

Grass

1 1/2 - Sty.

Br. D

wl.

Scattered Small Trees & Light Brush

(92.97’)

(N25°0

8’00"E)

(132.72’)

(13.09’)

(N54°4

4’13"W)

(N33

°34’36"E)

(91.49’)

(N23°4

1’57"E)

(65.55’)

(N54°4

4’13"W)

(77.54’)

(N24°4

3’46"E)

(21.9

0’)

(N01°3

9’0

6"W

)(82.40’)

(N77°08’00"W)

(60.52’)

(S60°53’0

0"W)

(39.63’)

(S60°53’0

0"W) (34.00’)

(S88°35’00"W)

(47.60’)

(55.00’)

(S21°3

0’00"W)

(35.00’)

(S32

°30’00"W)

(81.96’)

(S28

°45’00"W)

(35.0

0’)

(S16°00’0

0"E)

(125.76’)

(N70°24’00"E)

(184.44’)

(N77°15’14"E)

PL

PL

PL

PL

PL

PL

Rubble R

et. Wall

D. B. 1232 Pg. 241

20’ S

ewer Ease

ment

D. B. 1

232 Pg. 241

20’ Sew

er Easem

ent

#3514

2 - Sty. Fr. Dwl.

FF Ele

v 110

3.86

#352

8

E

SC

O

2-S

COs

S

In Pl. S

MH

S

S

In Pl. S

MH

S

In Pl. S

MH

S

In Pl. S

MH

S

T

WM

WM

Inst. # 201206763

Tax# 076. 20-05-26. 02

0. 803 AC.

JOHN M. THOMAS

SARAH G. THOMAS

2. 214 AC.

Tax# 076. 20-05-25. 00

DB 514 PG 226

DEWEY L. HALE AND

MARY E. HALEInst. # 201206763

Tax# 076. 20-05-26. 01

0. 345 AC.

DRAINAGE EASEMENT

ROANOKE COUNTY

STEVEN T. BRATCHER, SR.

TAMMEY P. BRATCHER

ROUTE 1652, FARMINGTON DRIVE

COMPILED PLAT SHOWING

BEING GRANTED TO

ON THE PROPERTY OF

AND

SITUATED ALONG

WINDSOR HILLS MAGISTERIAL DISTRICT

ROANOKE COUNTY, VIRGINIA

IN FEET

Farmington Drive Rte. 1652Variable R/W

Edge of Pavement

3.

2.

1.

NOTES:

This compiled plat is based on a current field survey.

may affect the properties shown hereon.

a title report and may not show all encumbrances which

This compiled plat was prepared without the benefit of

easement area and does not constitute a boundary survey.

This compiled plat was prepared to show the drainage

DRAINAGE EASEMENT

LINE BEARING DISTANCE

E1

E2

N35°04’11"E 53.18’

18.83’S68°30’31"E

DRAINAGE EASEMENT AREA = 1089 SQ.FT.

16.54’ TIE

E1

E2

JULY 02, 2013UPC94794

"EXHIBIT A"

VDOT PROJECT 1652-080-771, N501

RIGHT OF WAY AND EASEMENTS

Asphalt E

nt.

Asphalt E

nt.

Conc. Sidewalk

Conc. Sidewalk

Elev 1094.72

FF.

Elev 1088.78FF.

Conc. Patio

Carport

Conc. Retaining Wall

Varia

ble

Width Sto

ne

Wall

Conc.

In Pl. 15" C

M

Pip

e

2-In Pl. 108" x 72"

CM

Pip

e

Mudlick Creek

Woven

Wire Fence

Barbed

Wire

Fence (

Mostly

Dow

n)

Board Fence

Metal Guardrail

Metal Guardrail

IP

IP

IP

IP

IP

IP

IP

IP

IP

Light Brush

Hed

ger

ow

Flo

wer Bed

8"

Cherry

1"Maple

14"

Magnolia30" Pin

e

5-Willo

w

Oak

9-H

emlock

Brush

ShedFr.

Fen

ce

Woo

den

StepsConc.

Grass Field

Brush

Deck

Wooden

Steps

Stone

Rubble Wall

Mortar

Conc. V-Ditch

0 25’ 50’

SCALE

Grass

Grass

R

(92.62’)(N77°08’00"W

)

(N23°4

1’57"E)

(65.55’)

(77.54’)

(N24°4

3’46"E)

(21.9

0’)

(N01°3

9’0

6"W

)(82.40’)

(N77°08’00"W)

(60.52’)

(S60°53’0

0"W)

(39.63’)

(S60°53’0

0"W) (34.00’)

(S88°35’00"W)

(47.60’)

(55.00’)

(S21°3

0’00"W)

(35.00’)

(S32

°30’00"W)

(201.0

3’)

(N00°0

9’0

0"W

)

(143.60’)

(N26°51’24"E)

(75.51’)

(N18°1

8’24"E)

(125.76’)

(N70°24’00"E)

(145.4

8’)

(100.56’)

(S71°40’00"E)

(184.44’)

(N77°15’14"E)

PL

PL

PL

PL

PL

PL

PL

PL

Rubble R

et. Wall

D. B. 1150 Pg. 485

Private 20’ S

ewer Ease

ment

Edge of Pavement

D. B. 1232 Pg. 241

20’ S

ewer Ease

ment

D. B. 1

232 Pg. 241

20’ Sew

er Easem

ent

#3514

2 - Sty. Fr. Dwl.

#3523

2 - Sty. Fr. & Br.

2

GW’s

AE

P #324-C

1-27

SC

O

S

S

In Pl. S

MH

S

S

In Pl. S

MH

S

T

WM

WM

WM

THE SCHOOL BOARD OF

ROANOKE COUNTY, VIRGINIADB 1620 PG 445

69. 618 AC.

Tax# 076. 20-06-16. 00

DB 1479 PG 897

Tax# 076. 20-06-15. 00

0. 470 AC. (CALC)

RALPH N. SPANGLERDB 872 PG 484

Tax# 076. 20-06-14. 00

0. 688 AC. (CALC)

ROANOKE COUNTY

ROUTE 1652, FARMINGTON DRIVE

BEING GRANTED TO

ON THE PROPERTY OF

SITUATED ALONG

WINDSOR HILLS MAGISTERIAL DISTRICT

ROANOKE COUNTY, VIRGINIA

COMPILED PLAT SHOWING

RIGHT OF WAYAND

SHIRLEY S. BOON

UPC94794

3.

2.

1.

NOTES:

E1

R2

R1

LINE BEARING DISTANCE

R1

R2

29.63’

30.89’N73°50’06"E

PROP. RIGHT OF WAY

Farmington Drive Rte. 1652Variable R/W

E1 70.08’

Exist. R/W

Exist. R/W

IN FEET

PROP. RIGHT OF WAY AREA = 1,301 SQ.FT.

37.00’ TIE

37.28’ TIE

OCTOBER 23, 2013

"EXHIBIT A"

NEW PROPERTY LINES

VACATED PROPERTY LINES

VDOT PROJECT 1652-080-771, N501

VACATED PROPERTY LINE

19.73’ TIE

8.91’ TIE

S51°34’09"E

S57°10’17"E

DRAINAGE EASEMENT

DRAINAGE EASEMENT

This compiled plat is based on a current field survey.

may affect the properties shown hereon.

a title report and may not show all encumbrances which

This compiled plat was prepared without the benefit of

and does not constitute a boundary survey.

Right of Way and permanent drainage easement areas

This compiled plat was prepared to show the proposed

DRAINAGE EASEMENT AREA = 1,157 SQ.FT.

STEVEN T. BRATCHER, SR.

TAMMEY P. BRATCHER

SHIRLEY S. BOON

Asphalt E

nt.

Conc. Sidewalk

Elev 1088.78FF.

Conc. Patio

Conc. Retaining Wall

Varia

ble

Width Sto

ne

Wall

Conc.

2-In Pl. 108" x 72"

CM

Pip

e

Mudlick Creek

Barbed

Wire

Fence (

Mostly

Dow

n)

Board Fence

Metal Guardrail

Metal Guardrail

IP

IP

IP

IP

Light Brush

Hedgerow

14"

Magnolia

14"

Cedar

Brush

Rip Rap

Rip R

ap

StepsConc.

Grass Field

Brush

Grass

Scattered Small Trees & Light Brush

R

(143.60’)

(N26°51’24"E)

(75.51’)

(N18°1

8’24"E)

(125.76’)

(N70°24’00"E)

(145.4

8’)

(184.44’)

(N77°15’14"E)

PL

PL

PL

PL

(S80°14’00"W 140.60’)N77°49’42"W 121.68’

D. B. 1150 Pg. 485

Private 20’ S

ewer Ease

ment

Exist. R/W

#3523

2 - Sty. Fr. & Br.

2

GW’s

AP

C #324-C

1-26

S

S

In Pl. S

MH

S

In Pl. S

MH

S

T

WM

S

DB 1620 PG 445

69. 618 AC.

Tax# 076. 20-06-16. 00

SHIRLEY S. BOONDB 1479 PG 897

Tax# 076. 20-06-15. 00

0. 470 AC. (CALC)

ROANOKE COUNTY

ROUTE 1652, FARMINGTON DRIVE

BEING GRANTED TO

ON THE PROPERTY OF

SITUATED ALONG

WINDSOR HILLS MAGISTERIAL DISTRICT

ROANOKE COUNTY, VIRGINIA

COMPILED PLAT SHOWING

RIGHT OF WAYAND

TEMPORARY CONSTRUCTION EASEMENT

UPC94794

This compiled plat is based on a current field survey.

may affect the properties shown hereon.

a title report and may not show all encumbrances which

This compiled plat was prepared without the benefit of

and does not constitute a boundary survey.

Right of Way and temporary construction easement areas

This compiled plat was prepared to show the proposed

3.

2.

1.

NOTES:

THE SCHOOL BOARD OF

ROANOKE COUNTY

0 25’ 50’

SCALE

IN FEET

LINE BEARING DISTANCE

R1

R2

N73°50’06"E 48.34’

26.84’N19°30’28"E

TEMP. CONSTR. EASEMENT

PROP. RIGHT OF WAY

E1 N65°44’11"E

TEMP. CONSTR. EASEMENT AREA = 22,711 SQ.FT.

E2 N32°17’06"E

R1

R2

E1

E2 160.99’

186.42’

OCTOBER 23, 2013

45.91’ TIE

46.60’ TIE

126.45’ TIE

Farmington Drive Rte. 1652Variable R/W

PROP. RIGHT OF WAY AREA = 1,109 SQ.FT.

AND ABANDONMENT OF

EXISTING SEWER EASEMENT

RIGHT OF WAY AND THE PROPOSED RIGHT OF WAY.

THE EXISTING SEWER EASEMENT THAT IS BETWEEN THE EXISTING

THE ABANDONED SEWER EASEMENT IS THAT PORTION OF

"EXHIBIT A"

NEW PROPERTY LINES

VACATED PROPERTY LINES

VDOT PROJECT 1652-080-771, N501

VACATED PROPERTY LINE

ABANDONED SEWER EASEMENT AREA = 517 SQ.FT.

Soil Ent.

Asphalt E

nt.

Conc.

In Pl. 15" C

M

Pip

e

Mudlick Creek Board Fence

Vinyl Board Fence

Metal Guardrail

Metal Guardrail

IP

IP

IP

IP

Light Brush

9-H

emlock

Scattered Trees

Grass Field

0 25’ 50’

SCALE

Scattered Small Trees & Light Brush

(N23°4

1’57"E)

(65.55’)

(28.36’)

(S60°53’0

0"W) (34.00’)

(S88°35’00"W)

(47.60’)

(55.00’)

(S21°3

0’00"W)

(35.00’)

(S32

°30’00"W)

(81.96’)

(S28

°45’00"W)

(75.51’)

(N18°1

8’24"E)

(184.44’)

(N77°15’14"E)

PL

PL

PL

PL

Rubble R

et. Wall

PL

PL

(S80°14’00"W 140.60’)

D. B. 1150 Pg. 485

Private 20’ S

ewer Ease

ment

Exist. R/W

Exist. R/W

D. B. 1232 Pg. 241

20’ S

ewer Ease

ment

D. B. 1232 P

g. 241

20’ Sewer Ease

ment

2-S

COs

In Pl. S

MH

S

In Pl. S

MH

S

In Pl. S

MH

S

In Pl. S

MH

S

S

T

S

In Pl. S

MH

2. 214 AC.

Tax# 076. 20-05-25. 00

DB 514 PG 226

ROUTE 1652, FARMINGTON DRIVE

ON THE PROPERTY OF

AND

SITUATED ALONG

WINDSOR HILLS MAGISTERIAL DISTRICT

ROANOKE COUNTY, VIRGINIA

JOHN M. THOMAS

SARAH G. THOMAS

DRAINAGE EASEMENT

ROANOKE COUNTY

COMPILED PLAT SHOWING

BEING GRANTED TO

SEWER EASEMENT

AND

BEING GRANTED TO

WESTERN VIRGINIA WATER AUTHORITYAND ABANDONMENT OF

EXISTING SEWER EASEMENT

3.

2.

1.

NOTES:

This compiled plat is based on a current field survey.

may affect the properties shown hereon.

a title report and may not show all encumbrances which

This compiled plat was prepared without the benefit of

boundary survey.

and sewer easement areas and does not constitute a

This compiled plat was prepared to show the drainage

NEW DRAINAGE EASEMENT

NEW SEWER EASEMENT

ABANDONED SEWER EASEMENT

House #3584

IN FEET

STEVEN T. BRATCHER, SR.

TAMMEY P. BRATCHERInst. # 201206763

Tax# 076. 20-05-26. 02

0. 803 AC.

16.54’ TIE

Farmington Drive Rte. 1652Variable R/W

Edge of Pavement

D1

REMAIN IN OPERATION.

NEW SANITARY SEWER LINE AND THE EXISTING SANITARY SEWER LINE TO

THE EXISTING SEWER EASEMENT THAT IS MORE THAN 10 FEET FROM THE

AND RIGHT OF WAY. THE ABANDONED SEWER EASEMENT IS THAT PORTION OF

OF NEW SANITARY SEWER LINES AND EDGES OF EXISTING SEWER EASEMENT

THE NEW SEWER EASEMENT IS BOUNDED BY LINES 10 FEET ON EITHER SIDE

NEW SANITARY SEWER LINE S1

NEW SANITARY SEWER LINE S2

ABANDONED SANITARY SEWER LINE

LINE BEARING DISTANCE

D1 S44°03’32"E 48.12’

S1 N19°31’11"E

S2 N36°33’24"W 91.36’

164.41’

NEW DRAINAGE EASEMENT AREA = 842 SQ.FT.

NEW SEWER EASEMENT AREA = 2,341 SQ.FT.

ABANDONED SEWER EASEMENT AREA = 1,097 SQ.FT.

OCTOBER 23, 2013

"EXHIBIT A"

UPC94794

VDOT PROJECT 1652-080-771, N501

RIGHT OF WAY AND EASEMENTS

THE SCHOOL BOARD OF

ROANOKE COUNTY, VIRGINIA

JOHN M. THOMAS

SARAH G. THOMAS