FEDERAL ENERGY REGULATORY COMMISSION …northjerseypipelinewalkers.com/20110620-wkly...

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FEDERAL ENERGY REGULATORY COMMISSION

ENVIRONMENTAL COMPLIANCE MONITORING PROGRAM

WEEKLY SUMMARY REPORT

300 LINE PROJECT

DOCKET NO.: CP09-444-000

FOR THE PERIOD: JUNE 6 THROUGH JUNE 11, 2011

On May 14, 2010, the Federal Energy Regulatory Commission (FERC) issued an Order Issuing

Certificate (Certificate) to Tennessee Gas Pipeline Company (TGP) to construct, own, and operate

approximately 127.4 miles of new 30-inch-diameter pipeline loop in seven separate segments in Potter,

Tioga, Bradford, Susquehanna, Wayne, and Pike Counties, Pennsylvania, and Sussex and Passaic

Counties, New Jersey; two new compressor stations in Venango and McKean Counties, Pennsylvania;

and other associated appurtenant aboveground facilities. TGP would also modify seven existing

compressor stations in Potter, Tioga, Bradford, Susquehanna, and Pike Counties, Pennsylvania, and

Sussex County, New Jersey. The approved facilities are collectively referred to as the 300 Line Project

(Project).

In accordance with this Certificate, TGP agreed to fund a third-party Compliance Monitoring Program

during construction of the Project in 2011. This report provides a summary of the Daily Monitoring

Reports issued by the FERC Compliance Monitors for activities conducted along the Project for this

reporting period.

Two FERC Compliance Monitors (CMs), James (Jim) Haydon and John Dempsey, are currently active

along the Project’s right-of-way, where construction has been approved by the FERC along the majority

of Spread 4 (Loops 313 and 315), Spread 1 (Loops 317 and 319), and Spread 2 (Loops 321 and 323) in

Pennsylvania; and Spread 3 (Loop 325) in New Jersey. Additionally, the FERC has approved

modifications of existing and construction of new (303 and 310) compressor stations and work at

contractor and pipe yards on Spreads 4, 1, 2, and 3. The FERC CMs conducted daily inspections of the

FERC-authorized portions of the Project’s construction right-of-way and extra work areas, and

documented compliance with the Project’s environmental requirements.

The FERC CMs issued 22 Daily Monitoring Reports during this reporting period. One Level 1 variance

request was approved during this reporting period. A tabular summary of the compliance reports is

presented below.

20110620-3008 FERC PDF (Unofficial) 06/20/2011

300 Line Project, Docket No. CP09-444-000

Environmental Compliance Monitoring Program

Weekly Summary Report

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SUMMARY OF COMPLIANCE MONITOR REPORTS AND APPROVED VARIANCES FOR THE 300 LINE PROJECT

Compliance Level a Number of Reports this Reporting Period Cumulative Number of Reports

Acceptable 13 250

Communication 8 102

Problem Area 1 19

Noncompliance 0 0

Serious Violation 0 0

Approved Level 1 Variances 1 16



Total Reports 23 395 a Report Compliance Level Definitions

Acceptable – an inspected area or activity that is in compliance with Project specifications, mitigation measures, and applicable FERC-approved Project plans.

Communication – documentation of relevant meetings between the FERC Compliance Monitor and landowners, agencies, TGP representatives, Environmental Inspectors, or contractors.

Problem Area – record of an observation where an area or activity does not meet the definition of acceptable but is not considered a noncompliance.

Noncompliance – activity or area that is not in compliance with Project specifications, which results in damage to resources or places sensitive resources at unnecessary risk.

Serious Violation - activity or area that is not in compliance with Project specifications, which results in substantial harm to resources or poses serious risk to sensitive resources.

Variance Level Definitions

Level 1 Variance - reviewed and approved or denied by the Compliance Monitors. These requests must be within the original survey corridor and are for site-specific, minor, performance-based changes to Project specifications or mitigation measures that provide equal or better protection to environmental resource.

Level 2 Variance - reviewed and approved or denied by the Compliance Manager. These requests involve Project changes that would affect an area outside of the previously approved work area, but within the corridor previously surveyed for cultural resources, sensitive species, wetlands, etc.

Level 3 Variance - must be reviewed and approved or denied by the FERC Project Manager. These requests exceed the decision authority of the Compliance Manager or are denied as Level 2 Variances.

COMPLIANCE MONITORING ACTIVITIES

Spread 4 Summary (Loops 313 and 315 – Pennsylvania)

The FERC CM inspected the following areas and activities along this spread during this period:

Clearing activities in a palustrine hemlock wetland on Loop 315 (Wetland W001, mileposts

[MPs] 0.13 – 0.21) were inspected with Environmental Inspector (EI), Rick Crippen. A

population of soft-leaved sedge (Carex disperma) was identified in this wetland during the 300

Line Project's 2009 Rare Plant survey. This state-listed (Pennsylvania) rare species occurs

outside and to the south of the approved construction workspace. Mr. Crippen stated that the

extent of the soft-leaved sedge population was confirmed just prior to the start of construction

activities in this area. Mr. Crippen also stated that the required fencing will be installed along the

workspace limits to isolate the rare plant population.

Topsoil segregation on Loop 315 was inspected on the agricultural fields between Hill Road (MP

0.80) and Goodwin Road (MP 1.17). Topsoil was properly segregated and windrowed. In areas

where subsoil and topsoil was windrowed, an appropriate gap was left to avoid mixing.

Spread 1 Summary (Loops 317 and 319 - Pennsylvania)






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Following up on a June 1, 2011 Problem Area report on Loop 317, the CM re-inspected around

the crossing of an Unnamed Tributary to N. Branch Towanda Creek (S001), MP 2.43, and the

adjacent Wetland W005. To the east of Wetland W005, overflow from the excavated trench was

pooling on the slope breaker just above the wetland and not able to properly outlet. The issue

was corrected by re-directing the overflow and allowing it to filter through the wetland silt fence.

The action will keep the access lane dry and prevent pooled water and sediment from being

pushed into the wetland by passing equipment. To the west of Waterbody S001, trenching was in

progress at the time of inspection and the eroded slope breakers have been removed. The Spread

1 Lead EI was on-site and stated that the contractor will be installing trench breakers and

restoring slope breakers on this slope.

The completed bore at Gulf Road near MP 1.30 on Loop 317 was inspected and found to be

acceptable. Topsoil was properly stripped and segregated in Wetland W002A where the

contractor had excavated the receiving pit for the bore. Wetland subsoil was temporarily stored

on the timber mat access lane. At the time of inspection, the contractor was preparing to weld

and install the line pipe.

Following up on a May 28, 2011 Problem Area report on Loop 317, the CM re-inspected the

right-of-way between Allen Meadows Road and Pension Road (MPs 6.86 – 7.44) on Loop 317.

Several inches of rainfall had eroded slope breakers, which had undermined or resulted in

accumulated sediment in silt fence at various locations. Since that time, repairs to erosion control

devices (ECDs) were made and sediment was returned to the right-of-way. Also, trenching was

completed through the upland areas between Allen Meadows and Pension Roads.



In preparation for future inspections, the CM visited Loop 321 to become more familiar with the

right-of-way and access roads. Communication reports below provide details on construction

activities on Loop 321 during this reporting period.

Spread 3 Summary (Loop 325 – New Jersey)


The crossing of the Unnamed Tributary to Hewitt Brook (S036) near MP 15.07 was completed.

The environmental crew seeded and installed jute matting on both sides of the tributary, and also

installed ECDs at the boundaries of Wetland W044.

The crossing of the Unnamed Tributary to Hewitt Brook (S034) near MP 15.06 was completed.

The area was seeded and jute matting on the tributary banks and ECDs at the boundaries of the

tributary and Wetland W043 were installed.

The CM was informed that an articulated dump truck had caught fire the previous night (June 7)

in an upland area near MP 9.60. The area was contained and a berm was placed around the unit

to contain any fluids. The area of the fire was cleaned up and is free of any contaminated soils.

Restoration activities continued on both sides of Lauren Lane near MP 2.46 and from Wetland

W006 east towards a residential area. Appropriate ECDs were in place; however, several straw

bales on south side of Wetland W006 required removal.

The pipeline was lowered in an upland area near MP 15.40. All operations were in compliance.

A racer snake was observed on top of the snake exclusion fence near MP 11.46. The snake

monitor on site lowered the snake to the outside boundary of the fencing.

A tree was cut in preparation for a horizontal directional drill near MP 5.84. The bore pit was

stabilized and the area was in compliance.





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Compressor Stations Summary

No inspections were conducted at any of the compressor stations during this reporting period.

COMMUNICATION REPORTS


One communication report concerning this spread was issued during this period, as detailed below.

ECDs along Loop 315 from Goodwin Road to Wetland W004 (MPs 1.17 – 1.67) were inspected.

Several areas were noted where silt fence has not been properly installed and where slope

breakers appear inadequate and will likely not function properly. These issues were discussed

with the Spread 4 Lead EI, who stated that his EIs were actively addressing these issues with the

contractor.


One communication report concerning this spread was issued during this period, as detailed below.

The CM provided verbal approval to the Spread 1 Lead EI for a Level 1 variance to use an

existing private road “as is” to access the Loop 317 construction right-of-way near MP 20.64.

The approximately 4,300-foot-long access road was originally inspected on May 28, 2011.

Documentation of the landowner’s (North Chancellor Rod & Gun Club, LLC) approval to use the

road was provided and TGP confirmed that no improvements or modifications are required for

the access road, which is designated AR 6C. Formal documentation of the Level 1 variance is

pending and will be accounted for in next week’s progress report.


Five communication reports concerning this spread were issued during this period, as detailed below.

Several wetland areas on Loop 321 were inspected (MPs 12.49 – 17.55) that will require rock for

the tie-in areas and bore pits. The CM informed TGP that consultations with the appropriate

permitting agencies (e.g., U.S. Army Corps of Engineers) will be required prior to requesting a

variance for this activity.

CM Jim Haydon met with CM John Dempsey to review several problem areas on Loop 321,

which were documented earlier in the week (see details below).

The Spread 2 Lead EI informed the CM that he will be citing the clearing contractor for a

noncompliance on Loop 321 due to heavy equipment running outside the stripped travel lane,

creating deep ruts in previously undisturbed topsoil in the agricultural field between MPs 13.13 -

13.46. Additionally, several locations along the segregated and windrowed travel lane topsoil

showed evidence of heavy equipment travel over a parallel windrow of subsoil and into the

topsoil pile. These actions resulted in significant mixing of subsoil and topsoil in many locations.

All disturbed areas were within the approved workspace limits. The Lead EI stated that the

grading crew will be in the area this week and will remove subsoil from the segregated topsoil

piles as much as possible, and that the topsoil stripping across the entire width of the right-of-way

will be completed.





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The Spread 2 Lead EI informed the CM that a Problem Area report will be issued for an incident

involving segregated topsoil inadvertently being pushed beyond the workspace limits east of

Creamton Drive (MP 8.75) on Loop 321. Survey stakes marking a corner of an additional

temporary workspace were apparently missing and segregated topsoil was pushed outside of the

workspace limits. The disturbed area measures approximately 40 feet by 15 feet and does not

affect any new landowners or sensitive resources. The topsoil pile was subsequently returned to

the approved workspace area and there did not appear to be any subsoil mixing. The Lead EI

stated that the disturbed area will be mulched and the workspace limits properly marked.

Because the activity involved off-right-of-way disturbance in an unapproved area, the incident

should have been documented as a noncompliance. This incident will be discussed further with

Loop 321, MP 13.20, mixed subsoil

and topsoil piles, looking north.

Subsoil was windrowed adjacent to

segregated topsoil, then heavy

equipment ran over both piles

resulting in mixing of subsoil and

segregated topsoil.

Loop 321, MP 13.29, deep rut in agricultural

field, looking north. Deep rutting caused by

clearing equipment in previously undisturbed

agricultural field creating mixing topsoil and

subsoil. Hard hat (Size: Large) in picture for

scale.

Loop 321, MP 13.29, rutting of in-situ topsoil,

looking west. This is part of an extensive area

where heavy equipment created deep ruts in in-

situ topsoil and mixed topsoil and subsoil in

this agricultural field.





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the Spread 2 Lead EI. Should TGP not elect to elevate the incident to noncompliant, the CM will

issue a Noncompliance report for the off-right-of-way disturbance.

The CM met with Sam Lamendola, Environmental Compliance Leader, and Chris Cable,

Tetratech, to discuss recurring Problem Areas being observed on Spreads 1 and 2, which consist

primarily of segregated topsoil and poorly installed ECDs as well as the lack of timely response

in repairing or correcting these situations. Mr. Lamendola and Mr. Cable both agreed that these

recurring situations were unacceptable. Mr. Lamendola will discuss this with the inspection

personnel and contractor management (Henkels & McCoy) to ensure compliance with the

Project's Environmental Construction Plan (ECP) and permits, and the need for the contractor to

provide a timely response to those compliance issues brought to their attention by the EIs.


One communication report concerning this spread was issued during this reporting period, as detailed

below.

The side boards fell off equipment crossing bridge causing dirt and clods to fall and enter into the

Unnamed Tributary to Hewitt Brook (S033) near MP 14.77. The concern was relayed to the

Spread 3 Lead EI, who agreed to issue a Problem Area report. The Spread 3 Lead EI contacted

the CM later in the day stating that the side boards had been reinstalled and that the area was back

in compliance.

Loop 321, MP 8.76, disturbed area out of approved

workspace, looking west. The orange line in

foreground marks the actual workspace limits.





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PROBLEM AREA AND NONCOMPLIANCE REPORTS


No problem area or noncompliance reports were issued along this spread during this period.




One problem area report was issued along this spread during this period, as summarized below.

On Loop 321, in the agricultural field east of Creamton Drive (MPs 8.76 – 8.88), insufficient

separation between the segregated topsoil windrow and the graded spoil bank was observed. The

Project ECP requires a minimum of 12 inches of separation between segregated topsoil and spoil.

However, for much of the length of this agricultural field there was little or no separation between

the segregated topsoil and bank of graded spoil. The CM discussed this situation with the Spread

2 Lead EI, who will direct the contractor to create and maintain proper separation between the

spoil and topsoil at this location.

Loop 325, MP 14.77, Unnamed Tributary to Hewitt

Brook (S033), looking south. The side boards have

fallen of this equipment crossing bridge causing dirt

and clods to enter into the tributary.





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Loop 321, MP 8.79, no separation between

windrowed topsoil and spoil, looking west.





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SUMMARY OF LEVEL 1, 2, AND 3 VARIANCE REQUESTS

One Level 1 Variance Request approval was issued during this period. Verbal approval for another Level

1 Variance Request was also issued during this period; however, formal documentation of the Level 1

variance is pending and will be accounted for in next week’s progress report. A tabular summary of the

requested and approved variances requests for this period is presented below.

SUMMARY OF REQUESTED AND APPROVED VARIANCES FOR THE 300 LINE PROJECT

JUNE 6, 2011 THROUGH JUNE 11, 2011

Variance Number Variance

Level Date

Submitted Location

(Milepost) Description

Status (Approval

Date)

Spread 4

Loop 313

None

Loop 315

None

Spread 1

Loop 317

L1-S1-L317-033-MI

1 6/7/11 9.12 – 9.28 Use 4-inch-thick mulch barrier to maintain separation between topsoil and subsoil due to limited workspace resulting from a severe side cut area.

6/7/11

Loop 319

None

Spread 2

Loop 321

None

Loop 323

None

Spread 3

Loop 325

None

Compressor Stations

None

CONSTRUCTION STATUS

Attached are charts summarizing TGP’s construction progress along Spreads 4 (Loops 313 and 315), 1

(Loops 317 and 319), 2 (Loops 321 and 323), and 3 (Loop 325), where construction activities occurred

and/or were observed along the right-of-way during this reporting period.


PROJECT PROGRESS BAR CHART

TENNESSEE'S 300 LINE PROJECT - SPREAD 4 LOOP 315

MP

0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9

Clearing x x x x x x x x x x x x x x x x

Environmental x x x x x x x x x x x x x x x x

Grading x x x x x x x x x x x x

Ditching

Stringing

Welding

Lower-in/Backfill

Tie-In

Cleanup

Restoration

Testing

Reese H

ill R

oad

Goodw

in

Road

SR

4039 -

Hill

Cre

ek R

oad

Hill

s C

reek L

ake R

oad

Cobb R

oad

Ore

Bed R

oad

Moore

Road

AR

2

Bla

ckto

p R

oad (

Sta

nto

n R

oad)

- S

R 6

AR

3

Odell

Road

Mulb

err

y H

ill R

oad

Spencer

Road

MP

0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9

Clearing x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x X x x x x x

Environmental

Grading

Ditching

Stringing

Welding

Lower-in/Backfill

Tie-In

Cleanup

Restoration

Testing

South

Main

Str

eet

SR

15

SR

15

Unnam

ed R

oad

SR

2027 -

Canoe C

am

p C

reek R

oad

AR

4

Hem

lock R

oad

AR

5

AR

6

SR

2029 -

Main

sburg

Road

AR

7

AR

8

SR

2022 -

Old

Str

eet

Connelly

Mounta

in R

oad

AR

9

AR

10

Unnam

ed R

oad

Unnam

ed R

oad

Unnam

ed R

oad

Mounta

in R

idge R

oad

Legend: X X X Completed Activities in Progress Anticipated Work During next Reporting Period

0.0%

0.0%

0.0%

0.0%

6.4%

7.1%

0.0%

0.0%

0.0%

0.0%

8

Spread

% Complete

53.5%

9.4%

765

16

2 3 4

11 12 13

0 1

15149 10

06/11/11 Weekly Report




MP

0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9

Clearing X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

Environmental X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

Grading X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

Ditching X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

Stringing X X X X X X X X X X X X X X X X X X

Welding

Lower-in/Backfill

Tie-In

Cleanup

Restoration

Testing

T8

31

/ V

an

Ho

rn R

oa

d

T 8

29

/G

ulf R

oa

d

T 3

26

/ N

ort

h C

en

ter

Gu

lf R

oa

d

T3

28

/ B

axte

r R

oa

d

SR

30

19

/ B

aile

y's

Co

rne

r R

oa

d

TR

34

0/ S

wa

in R

oa

d

TR

33

4/ E

va

n's

Ro

ad

RT

35

1/ S

aye

e's

Ro

ad

AR

1

SR

30

17

/ A

llen

Me

ad

ow

s R

oa

d

TR

35

6 / P

en

sio

n S

tre

et

AR

2 / A

R 3

MP

0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9

Clearing X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

Environmental X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

Grading X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

Ditching X X X X X X X X X X X X

Stringing

Welding

Lower-in/Backfill

Tie-In

Cleanup

Restoration

Testing

TR

36

4

TR

56

0/ B

on

ne

y R

oa

d

SR

30

13

/ F

ran

klin

da

le R

oa

d

TR

36

0/ M

cN

ea

l R

oa

d

TR

66

/ M

an

ah

an

Ro

ad

TR

39

5/ M

ula

hy R

oa

d

SR

30

09

/ B

erw

ick T

urn

pik

e

TR

39

7/ F

ran

klin

Ro

ad

SR

22

0

TR

40

4/ E

un

is R

oa

d

TR

408/

Woodsid

e R

D.

- T

R 3

99/

Fay A

rnold

RD

.

MP

0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4

Clearing X X X X X X X X X X

Environmental X X X X X X X X X X

Grading

Ditching

Stringing

Welding

Lower-in/Backfill

Tie-In

Cleanup

Restoration

Testing

AR

5

AR

6

T 4

05

/ F

als

ey H

ill R

oa

d

SR

20

40

/ L

ibe

rty C

orn

ers

Ro

ad

TR

45

2/ E

llis R

oa

d

TR

45

4/ L

ake

Ro

ad

SR

20

24

/ M

ary

Hill

Ro

ad

SR

18

7/ R

om

e R

oa

d

TR

44

6/ K

err

ick R

oa

d

TR

46

7/ G

un

Clu

b R

oa

d


0 1

14138 9

765

15

2 3 4

10 11 12

Spread2116 17 18 19 20 22

0.0%

0.0%

0.0%

24.4%

% Complete

75.6%

75.6%

68.0%

40.9%

8.0%

0.0%

0.0%

0.0%





MP

0 1 2 3 4 5 6 1 2 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9

Clearing

Environmental

Grading

Ditching

Stringing

Welding

Lower-in/Backfill

Tie-In

Cleanup

Restoration

Testing

T 5

16

T470

SR

2027/L

yon S

treet

AR

1A

South

Main

Str

eet/R

ail

to T

rail

SR

171

Mausole

um

Road

O&

W R

ailr

oad

Bra

ce B

rook R

oad

Unnam

ed/ A

R 2

Ple

asant M

ount D

rive

AR

4

SR

4023/ B

elm

ont T

urn

pik

e

MP

0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9

Clearing X X X X X X X X X X X X X X X X X X X X X X X

Environmental X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

Grading X X X X X X X X X X X X X X X X X

Ditching X X X

Stringing

Welding

Lower-in/Backfill

Tie-In

Cleanup

Restoration

Testing

AR

5

SR

247/C

ream

ton D

rive

T747/R

utk

osky R

oad

AR

6

T747/R

utk

osky R

oad

SR

170/C

reek D

rive

Tow

n H

ill R

oad

Tow

n H

ill R

oad

Tow

n H

ill R

oad

SR

4005/B

eech G

rove R

oad

Beech S

treet

Sugar

Str

eet

MP

0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2

Clearing X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

Environmental X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

Grading X X X X X X X X X X X X X X X X X X X X X X

Ditching X X X X X X X X X X

Stringing X X X X X X X X X X X X X X X X X

Welding X X X X

Lower-in/Backfill X X X X

Tie-In

Cleanup

Restoration

Testing

SR

670

Bra

ndyw

ine D

rive

AR

7

AR

8

AR

9/A

R 1

0

SR

191

SR

4015/W

enig

er

Road

Watts H

ill R

oad

Clif

f S

treet

AR

11

Bate

s R

oad (

SR

2009)/

Louie

Drive

AR

12

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AR

13A

T 4

80/N

avajo

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SR

652

AR

13B


0 1

14138 9

765

15

2 3 4

10 11 12

22 Spread

% Complete

2116 17 18 19 20

0.0%

10.4%

17.5%

5.8%

7.6%

1.8%

1.8%

35.0%

44.8%

0.0%

0.0%

0.0%





MP

0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9

Clearing X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Pilot Hole X X X X X X X X X X X X X X

Environmental X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 22" Ream Pass X X X X X X X X X X X X X X

Grading X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 34" Ream Pass X X X X X X X X X X X X X

Ditching X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 42" Ream Pass X X X X X X X X X

Stringing X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

Welding X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

Lower-in/Backfill X X X X X X X X X X X X X X X X X X X X X X X X X X

Tie-In X X X X X X X X X X X X X X X X X X

Cleanup X X X X X X X X X X X X

Restoration X X

Testing

Hw

y 2

84

Ju

dg

e B

ea

ch

Ro

ad

Hw

y 5

65

Bri

ar

Dri

ve

Cre

st

Hill

Dri

ve

Hill

sd

ale

Dri

ve

Eri

c T

rail

La

ure

n L

an

e

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Wa

y

La

ke

Po

ch

un

g R

oa

d

Up

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ay D

rive

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ve

nu

e

Lin

co

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ay

Va

n B

ure

n A

ve

& H

wy 5

17

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Hw

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4

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se

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mb

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rive

AR

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AR

2

AR

2A

an

d B

AR

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Hig

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nd

La

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ad

Ca

nis

tea

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B

MP Spread

0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 % Complete

Clearing X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 91.2%

Environmental X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 91.9%

Grading X X X X X X X X X X X X X X X X X X X X X X X X X X X X 55.4%

Ditching X X X X X X X X X X X X X X X X X X X X X X X X 45.9%

Stringing X X X X X X X X X X X X X X X X X X X X X X X X 44.6%

Welding X X X X X X X X X X X X X X X X 32.4%

Lower-in/Backfill X X X X X X X X X X X X X 26.4%

Tie-In X X X X X X X X X X 18.9%

Cleanup 8.1%

Restoration 1.4%

Testing 0.0%

AR

4C

AR

4D

AR

4E

Clin

ton

Ro

ad

Ply

mo

uth

Ave

Hw

y 5

13

/ U

nio

n V

alle

y R

oa

d

So

ph

ie A

ve

nu

e

Lin

co

ln A

ve

nu

e

Ma

rsh

all

Hill

Ro

ad

/ A

irp

ort

Ro

ad

AR

5

Bu

rnt

Me

ad

ow

Ro

ad

AR

6 37.84%


0 1

Wallkill NWR HDD

14138 9

765

15

2 3 4

10 11 12



Document Content(s)

CP09-444 JUNE 6-11 2011.PDF...........................................1-13


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