HomeMy WebLinkAbout20090478 Ver 2_Shoreline Stabilization_20090921)))
PERENNIAL
Environmental Services
September 18, 2009
Cyndi Karoly
Division of Water Quality
Wetlands; Stormwater Branch
2321 Crabtree Blvd.
Raleigh, North Carolina 27604
RE: Request for Written Approval for DWQ # 09-0478 Version 2
Dear Ms. Karoly,
5700 Northwest Central Drive
Suite 210
Houston, Texas 77092
LSU
S EP 2 1 2003
DAR - WATER QUALITY
WETLAM S AND STORIIWWATER (!RANCH
On behalf of Transcontinental Gas Pipe Line Company (Transco), we are re-submitting
the above referenced DWQ#09-0478 pre-construction notification (PCN) for the 85
North Expansion Project (Project). A courtesy copy of the PCN was previously
submitted April 23, 2009 and assigned the above referenced project number. We are re-
submitting the same PCN and construction plans in application for written approval for
North Carolina 401 Water Quality Certification.
In brief, the proposed Project consists of the addition of 8.25 miles of new 42-inch pipe
within Iredell and Rowan Counties, North Carolina. To minimize impacts to sensitive
resources, Transco proposes to collocate the pipeline loop along the existing Transco
ROW which contains three of their existing pipelines. As detailed in the attached PCN,
the Project will involve the crossing of 18 intermittent streams resulting in the temporary
impact of 234 linear feet (0.03 acres) of these waterbodies. Two manmade ponds will
also be crossed totaling 390 linear feet (0.91 acres) of impact.
Conventional trench excavation techniques will be utilized for the Project and generally
be limited to 24 to 48 hours, thereby minimizing impacts by limiting the duration of
disturbance. Whenever possible, pipeline construction at stream crossings will be
conducted during low flow periods to minimize sedimentation and turbidity, stream bank
and bed disturbances, and limit the time it takes to complete in-stream construction.
Transco will employ best management practices to minimize potential erosion and
sedimentation impacts as a result of construction activities. Such measures include the
avoidance of bank vegetation removal, except at equipment bridge areas, until the time of
crossing and the placement of silt fence and/or straw/hay bales around spoil piles to
prevent spoil from flowing into the waterbody. All material excavated for stream
crossings will be stored within adjacent upland areas, thus no sidecast material will be
stored in the waterbody. Extra temporary work areas have been setback from the stream
banks, as depicted in the individual waterbody crossing drawings included within the
PCN attachment. Transco will install temporary sediment barriers around disturbed areas
to further minimize potential erosion and sedimentation impacts.
Once the pipe is placed in the trench, the excavated material will be immediately replaced
and the stream banks and streambed will be restored to their pre-construction contours.
Upon completion of construction, Transco will install permanent erosion control
measures to protect the stream from erosion and/or sedimentation. Stream banks and
riparian areas will be revegetated using appropriate seed mixes to further stabilize the
banks.
Transco proposes to utilize a construction corridor greater than 40 feet at stream
crossings, as depicted in the individual waterbody crossing drawings included within the
PCN attachment. The 100 foot wide construction corridor is necessary to accommodate
the trench size required for the installation of large diameter (42-inch) pipe and the
installation and maintenance of equipment bridges necessary for movement of equipment
across the ROW with minimal impact to waterbodies.
We appreciate your review of this PCN submittal in request for written approval to
proceed with the Project. If you have any questions please feel free to call (713) 462-
7121 or e-mail me at dbeckme er ,perennialenv.com.
Thank you,
David Beckmeyer
Principal Ecologist
Perennial Environmental Services, LLC
oq-o1+18Va-
WATF,9pG
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form 111111: Milk
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit
® ? Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ®No For the record only for Corps Permit:
? Yes ® No
If. Is payment Into a mitigation bank or in-lieu fee program proposed for mitigation
of Impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes
See Question 3A ® No
1g. Is the project located In any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ? No
2. Project Information
2a. Name of project: 85 North Expansion Project
2b. County: Iredell and Rowan Counties
2c. Nearest municipality / town: Mooresville
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Please see attached Landowner List
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no..
3h. Email address:
Page 1 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant Is: ? Agent ® Other, specify:
4b. Name: Frank Canneto
4c. Business name
(if applicable): Transcontinental Gas Pipe Line Company, LLC
4d. Street address: 2800 Post Oak Blvd.
4e. City, state, zip: Houston, Texas 77056
4f. Telephone no.: 713-215-2830
4g. Fax no.:
4h. Email address: Frank.canneto@williams.com
b. AgentlConsultant Information (if applicable)
5a. Name: David Beckmeyer
5b. Business name
(if applicable): Perennial Environmental Services, LLC
5c. Street address: 5700 Northwest Central Drive, Suite 210
5d. City, state, zip: Houston, Texas 77092
5e. Telephone no.: 713-462-7121
5f. Fax no.: 713-462-6209
5g. Email address: dbeckmeyer@perennialenv.com
Page 2 of 12
B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees): Please see attached mapping
1c. Property size: 161.93 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Sills Creek
2b. Water Quality Classification of nearest receiving water: WS-11; HOW
2c. River basin: Yadkin River
3. Project Description
3a. Describe the existing conditions on the site and the general land use In the vicinity of the project at the time of this
application:
The Project area lies within an area that is relatively fiat. Currently there are three existing Transco pipelines within their
maintained right-of-ways. The Project contains the following land uses: Agricultural Land 98
06 acres; O
en Land 30
54
.
p
.
acres; Upland Forest 19.43 acres; Industrial/Commercial Land 4.89 acres; Residential Land 4.31 acres; Transportation
Corridors 3.17 acres; Managed Pine Forest 0.57 acre; and Open Water 0
96 acre
.
.
3b. List the total estimated acreage of all existing wetlands on the property:
No wetlands were delineated within the Project area.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
234 feet
3d. Explain the purpose of the proposed project:
This pipeline expansion will enable Transco to deliver natural gas more efficiently throughout its natural gas pipeline
system.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed Project consists of the following: addition of gas cooling fans at compressor station (Station) 150 In Iredeli
County, compressor modifications at Station 155 in Davidson Count
8
25 mil
f 42
i
y,
.
es o
-
nch natural gas pipeline along
Transco's existing mainline system, and the use of four contractor/pipe yards to aid in the construction of the proposed
pipeline loop in Iredell and Rowan Co
ti
NC
un
es,
. This proposed pipeline expansion project will be collocated along
Transco's existing maintained rights-of-way, which contain 3 existing natural gas pipelines. The only component of the
Project crossing waterbodies will be the pipeline portion. The types of equipment to be used during construction of the
Project include bulldozers, rotary trenching machines
track-m
t
d b
,
oun
e
ackhoes, tractor trailers, side boom cranes,
welders, pipe bending machines, and x-ray machines.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) In the past? ? Yes ®No ? Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ? Preliminary ? Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): JOther
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 12
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
6. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ? Yes ®No ? Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ? Yes ®No
6b. If yes, explain.
Page 4 of 12
C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
? Wetlands N Streams - tributaries ? Buffers
N Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number -
Permanent (P) or Type of Impact Type of wetland
(if known) Forested (Corps - 404, 10
DWQ Area of Impact
Temporary T - non-404, other) (acres)
W1 ?P?T ?Yes ?Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? p ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream Impact
number - Type of impact Stream name Perennial Type of jurisdiction Average Impact
Permanent (P) or (PER) or
intermittent (Corps - 404, 10
DWQ - non-404 stream
width length
(linear
Temporary (T) (INT)? ,
other) (feet) feet)
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? PEI T ? PER ? Corps
? INT ? DWQ
84 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER
[] Corps
? iNT 1-1 DWQ
Q
3h. Total stream and tributary Impacts
31. Comments: Please see attached Table
Page 5 of 12
PCN Form -Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then Individual) list all open water Impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
-Temporary T
01 ? P ® T OW-IR 001 Excavation Pond 0.63
02 ? PH T OW_IR 002 Excavation Pond 0.28
03 ?P?T
04 ?P?T
4f. Total open water Impacts 0.91
4g. Comments:
6. Pond or Lake Construction
if and or cake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetiand Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
6f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No if yes, permit ID no:
51. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer Impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary Impact required?
B1 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ? P?T ?Yes
? No
6h. Total buffer Impacts
6i. Comments:
Page 6 of 12
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed Impacts in designing project.
Transco has collocated the proposed Project along its existing ROWs which contain three of their pipelines. Although
there are stream crossings at angles less than 75° proposed due to the construction of the 85 North Expansion Project
there would be greater environmental impacts if the pipeline were to be located within a new ROW. Due to the length of
the proposed project there are stream crossings proposed that do cross two streams above the confluence of those
streams. The 85 North Expansion Project would result In greater environmental Impacts if the pipeline were to be located
within a new ROW. Although Sills Creek is crossed twice by the proposed project, relocating the 85 North Expansion
Project to a new ROW would result In greater environmental impacts, such as clearing of forested areas, disturbing of
non-previously disturbed areas, the potential to impact wetland areas with the creation of a new ROW, and the potential
to Impact additional streams with the creation of a new ROW.
1b. Specifically describe measures taken to avoid or minimize the proposed Impacts through construction techniques.
Construction activities at stream and river crossings will be in accordance with all federal, state and local regulations and
permit requirements. Whenever possible, pipeline construction at stream crossings will be conducted during low flow periods.
Construction during low flows will minimize sedimentation and turbidity, stream bank and bed disturbances, and limit the time
it takes to complete In-stream construction.
During construction, clearing, and grading of vegetative cover could increase erosion along stream banks. Compaction of
soils by heavy equipment near stream banks may accelerate erosion of the banks and the transportation of sediment carried
by stormwater runoff Into waterbodies. To minimize these erosion impacts Transco will avoid stripping the bank vegetation,
except at bridge areas, until the time of crossing. Transco will install temporary equipment bridges to reduce the potential for
turbidity and sedimentation resulting from construction equipment and vehicular traffic crossing waterbodies for access along
the ROW. Equipment bridges will be constructed of timber mats, portable prefabricated bridges, or railcars. Equipment
bridges will be designed to accommodate normal to high stream flow and will be maintained to prevent restriction of flow
during the period of time the bridge is in use. To minimize sedimentation during pipeline construction across minor or
intermittent waterbodies, trench spoil will be placed at least 10 feet from the top of the bank, unless Impractical due to
topography. Silt fence and/or straw/hay bales will be placed around the spoil piles to prevent spoil from flowing Into the
waterbody. In-stream construction will generally be limited to 24 to 48 hours, thereby minimizing impacts by limiting the
duration of disturbance. Transco will implement provisions to set extra work areas 50 feet from the stream banks to the
maximum extent practicable and Install temporary sediment barriers around disturbed areas. Once the pipe is placed in the
trench, the excavated material will be immediately replaced and the stream banks and streambed will be restored as close as
possible to their pre-construction contours. Upon completion of construction, Transco will install permanent erosion control
measures to protect the stream from erosion and/or sedimentation. Stream banks and riparian areas will be revegetated using
appropriate seed mixes to further stabilize the banks.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation Is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
project?
Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete If Using a Mltlgatlon Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 7 of 12
PCN Form - Version 1.3 December 10, 2008 Version
3c. Comments:
4. Complete If Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool scold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
6. Complete If Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an Impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of Impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone 6c.
Reason for Impact 6d.
Total Impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation Is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved In-lieu fee fund).
6h. Comments:
Page 8 of 12
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers Identified
ithi
f
h ? Yes ® No
w
n one o
t
e NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan Included? If no, explain why.
Comments: El Yes El No
2. Stormwater Management Plan
2a. What is the overall percent Imperviousness of this project? 0%
2b. Does this project require a Stormwater Management Plan? N Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Currently a Stormwater Management Plan is being prepared. This plan will Include specific BMPs that include but are not
limited to silt fence and a revegetation plan.
2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government
DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction Is this project?
? Phase 11
3b. Which of the following locally-implemented stormwater management programs ? NSW
apply (check all that apply): ? USMP
? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
4a. Which of the following state-implemented stormwater management programs apply N HQW
? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ® No
6. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 12
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project Involve an expenditure of public (federal/state/local) funds or the Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s);
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result In 0 Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis In accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
All wastewater generated during construction activities will be contained within porta-poties and disposed of properly.
Page 10 of 12
PCN Form - Version 1.3 December 10, 2008 Version
6. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur In or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ? No
Impacts?
Sc. If yes, indicate the USFWS Field Office you have contacted. El Raleigh
® Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The Asheville Ecological Field Office of the USFWS responded to a Federal Energy Regulatory Commission (FERC) data
request In a letter dated 12-04-08. Within this letter the USFWS "believe the requirements under section 7( c) of the
Endangered Species Act of 1973, as amended (ESA), are fulfilled". This letter has been included as an attachment to
this PCN.
USFWS. 2008. North Carolina's Federally Listed Species, http://www.fws.gov/nc-es/es/Countyfr.html. Accessed March
2008.
USFWS. North Carolina Ecological Services: Smooth Coneflower (Ech€nacea laevigata). http://www.fws.gov/nc-
es/plant/smooconefl.html. Accessed September 2008.
USFWS. 2003. Dwarf-Flowered Heartleaf In North Carolina. http://www.fws.gov/nc-es/plant/dfheart.html. Accessed
September 2008.
USFWS. 1997. Bog Turtles of North Carolina. http://www.fws.gov/nc-es/reptile/bogtur.htmi. Accessed September 2008.
USFWS. Schweinitz's Sunflower (Hexastyiis naniflora). http://www.fws.govlnc-es/plantfschwsun.html. Accessed
September 2008.
North Carolina Atlas of Freshwater Mussels and Endangered Fish. Carolina creekshell Villosa vaughaniana.
http://www.ncwlldllfe.org/pg07 wildlifespeciescon/pg7blal_17.htm. Accessed September 2008.
North Carolina Natural Heritage Program. 2008. County Element Search Results. http://149.168.1.196/nhp/county.html.
Accessed November 2008.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur In or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS. 2008. Essential Fish Habitat. http://www.nmfs.noaa.gov/habitatthabitatprotection/efh/. Accessed June, 2008.
Page 11 of 12
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC SHPO Issued a concurrence letter dated 02-16-09 with the findings of no effect to historical or archeological
resources described In the reports cited below. A copy of this letter is Included as an attachment to this PCN.
2008 Bland, Myles, Kelly A. Driscoll, and Paul L. Jones. Phase I Archaeological Investigations for Williams Gas Pipeline-
Transco's Proposed 85 North Expansion Project - Iredell Loop In Iredell and Rowan Counties, North Carolina FERC
Docket No. PF08-21. November 2008. Florida History, LLC, Tampa, Florida.
2008 Bland, Myles, Kelly A. Driscoll, and Paul L. Jones. Addendum to Phase I Archaeological Investigations for Williams
Gas Pipeline-Transco's Proposed 85 North Expansion Project - Iredell Loop In Iredell and Rowan Counties, North
Carolina: Access Roads FERC Docket No. PF08-21. November 2008. Florida History, LLC, Tampa, Florida.
2008 Bland, Myles, Kelly A. Driscoll, and Paul L. Jones. Addendum to Phase I Archaeological Investigations for Williams
Gas Pipeline-Transco's Proposed 85 North Expansion Project - Iredell Loop In Iredell and Rowan Counties, North
Carolina: Pipe Yards FERC Docket No. PF08-21. November 2008. Florida History, LLC, Tampa, Florida.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur In a FEMA-designated 100-year floodplain? ®(es ? No
8b. If yes, explain how project meets FEMA requirements: No buildings will be constructed within the mapped 100-year
floodplain.
8c. What source(s) did you use to make the floodplain determination?
http://mse.fema.gov/webapp/wcs/stores/serviet/CategoryD!splay
David Beckmeyer }
{ 04/23/09
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature Is valid only if an authorization letter from the applicant
is rovided.
Page 12 of 12
3. Stream Impacts
3a.
Stream Impact
number-
Permanent (P) or
Temporary (T)
ap Label
eature ID 3b.
Type of
Impact 3c.
Stream name 3d.
Perennial (PER) or
Intermittent
(INT)? 3e.
Type of
jurisdiction
(Crops-404,10
DWQ - non-
404, other 3f.
Average
stream
width (feet) 3g.
Impact
length
(linear feet)
Temporary
Acreage
Impacts
S1 (T) Stream 1 S-IR-001 excavation UT1 to Sills Creek INT Corps-404 5.0 13 0.00149219
S2 (T) Stream la S-I11-001A excavation Sills Creek INT Corps-404 4.5 13 0.00134298
S3 (T) Stream 2 S-IR-002 excavation UT2 to Sills Creek INT Corps-404 3.4 13 0.00101469
S4 (T) Stream 3 5-IR-003 excavation UT3 to Sills Creek INT Corps-404 2.7 13 0.00080579
S5 (T) Stream 4 S-1R-004 excavation UT4 to Sills Creek INT Corps-404 3.4 13 0.00101469
S6 (T) Stream 5 S-IR-005 excavation UTS to Sills Creek INT Corps-404 3.0 13 0.00089532
S7 (T) Stream 7 S-IR-007 excavation UT6 to Sills Creek INT Corps-404 6.0 13 0.00179063
S8 (T) Stream 8 S-IR-008 excavation UT7 to Sills Creek INT Corps-404 3.3 13 0.00098485
S9 (T) Stream 9 S-1R-009 excavation UT8 to Sills Creek INT Corps-404 6.1 13 0.00182048
S10 (T) Stream 11 S-IR-011 excavation UT9 to Sills Creek INT Corps-404 3.0 13 0.00089532
S11 (T) Stream 13 S-IR-013 excavation Sills Creek INT Corps-404 17.8 13 0.00531221
S12 (T) Stream 15 5-1R-015 excavation UT10 to Sills Creek iNT Corps-404 4.3 13 0.00128329
S13 (T) Stream 18 S-IR-018 excavation UT11 to Sills Creek INT Corps-404 3.2 13 0.000955
S14 (T) Stream 20 S-IR-020 excavation UT12 to Sills Creek INT Corps-404 5.3 13 0.00158173
$15 (T) Stream 21 S-IR-021 excavation UT13 to Sills Creek ]NT Corps-404 3.1 13 0.00092516
S16 (T) Stream 23 S-IR-023 excavation UT14 to Silis Creek INT Corps-404 3.5 13 0.00104454
S17 (T) Stream 24 5-1R-024 excavation UT15 to Sills Creek INT Corps-404 4.3 13 0.00128329
S18 (T) Stream 27 5 1R 026 excavation UT16 to Sills Creek INT Corps-404 2.8 13 0.00083563
Total Stream and tributary Impacts 234 0.02527778
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TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT willb a
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-001 GAS PIPELINE
AT M.P. 1294.96
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O.NO. CHK. APP. DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NDRNMNG
UMBER: 26-09-50/256264 SHEEP 1
WO: 1066814 UNIV. I.D.:MA IN D 10:15:11 AM 1/6/2009 OF 2
R:\A6009-00\WCP\LP129l61\Ab .n \WalerboEies\26-09-50_5-IR-001_1.0 n
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PROFILE T.B.M. - CONTROL POINT
HORIZ.: 1" = 100' 59.5' LT. OF STA. 2562+20
VERT.: 1" = 100' ELEV. = 833.36' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY
OF THE INFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO
INDICATE ANY SUCH FACILITIES.
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM NAD 1983.
6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
7. METHOD OF CONSTRUCTION: OPEN CUT
8. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
DATE I BY I REVISION DESCRIPTION I W.O. NO.
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT W/ll/a/?iS
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-001 GAS PIPELINE
AT M.P. 1294.96
ROWAN COUNTY, NORTH CAROLINA
DRAWN BY. AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 100'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: ry MBER: 26-09-50/256264 SHEET 2
WC: 1066814 UNIV. I.D.: MA I N D 2P^7:3{3 PM /20/2009 2
ROWAN COUNTY, NORTH CAROLINA
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DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATIO N
85 NORTH EXPANSION PROJECT w%ll%aI11S
PROPOSED 42" IREDELL LOOP
SILLS C REEK - S-IR-001A GAS PIPELINE
AT M.P. 1295.11
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O.NO. CHK. APP. DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 100
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NUMBER:26-09-50/257054 SHEET
W0: 1066814 UNIV. I.D.: MA I N D 12:47:21 PM 1/13/2009 0? 2
R:\A8009-00\WGP\LP129461\Ma n \WoteboGies\26-09.50_S-IR-001A_7_.
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760
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HORIZ.: 1" = 100' 118.9' LT. OF STA. 2569+62
VERT.: 1" = 100' ELEV. = 802.68' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY
OF THE NFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO
INDICATE ANY SUCH FACILITIES.
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED
PIPELINE AND ANY EX[STINC FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
DRAWING NO. I REFERENCE TITLE
DATE I BY I REVISION DESCRIPTION I W.O. NO.
5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM, NAD 1983.
6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
7. METHOD OF CONSTRUCTION: OPEN CUT
8. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
CORPS OF ENGINEERS PERMIT DRAWING
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT W/II/an1S_
PROPOSED 42" IREDELL LOOP
SILLS CREEK - S-IR-001A GAS PIPELINE
AT M.P. 1295.11
ROWAN COUNTY, NORTH CAROLINA
DRAWN BY, AP DATE: 12/13ID ISSUED FOR BID: SCALE: 1 " = 1O0'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NDRAWNG
UMBER: 26-09-50/257054 SHEET 2
W0: 1066814 UNIVLD.:MAIN ?peros a? v2onaos OF 2
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CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT Willies
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-I R-002 GAS PIPELINE
AT M.P. 1295.52
ROWAN COUNTY, NORTH CAROLINA
NO, DATE BY REVISION DESCRIPTION WA. N0. CHK. APP. DRAWN By. AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 100'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NDRAWING
UMBER: 26-09-50/259231 SHEET 1
W0: 1066814 UNIV. I.D.: MA I N D 10:28:54 MA 1/6/2009
R:\AB009-00\WGP\LP129461\Mo in \Walerbodies\26-09-50_5-IR-002_l.tlOF 2
n
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860
5' MIN.
810
810
PROPOSED 42" IREDELL LOOP FLOW
760
760
F'HOFILL T.B.M. - CONTROL POINT
HOR1Z.: 1" = 100' 59.7' LT. OF STA. 2591+80
VERT.: 1" = 100' ELEV. = 823.56' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND 5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY STATE PLANE COORDINATE SYSTEM NAD 1983.
OF THE NFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY 6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO VERTICAL DATUM OF 1988.
INDICATE ANY SUCH FACILITIES. 7. METHOD OF CONSTRUCTION: OPEN CUT
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED 8. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT NNW &
PROPOSED 42" IREDELL LOOP *?
UNAMED TRIBUTARY OF SILLS CREEK - S-IR-002 GAS PIPELINE
AT M.P. 1295.52
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O.NO. CHK. APP. DRAWN BY: AP DATE: 12/13/200ISSUED FOR BID: SCALE: 1 100'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY DATE: DRAAAB" 26-09-50/259231 SHEET 2
WO: 1066814 UNN.I.D.:MAIN DI-!, T a PM 1120/2009 OF 2
ROWAN COUNTY, NORTH CAROLINA
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LONG. = 80° 44'38
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LIMITS OF DISTURBANCE
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PL AN
100'
CORPS OF ENGINEERS PE RMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION ,
85 NORTH EXPANSION PROJECT wilibi s
PROPOSED 42" IREDELL LOOP ?/
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-003 GAS PIPELINE
AT M.P. 1295.56
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTON W.O.NO. CHK. APP. DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BID'. SCALE: 100'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY. DATE: NIRAVVING
UMBER: 26-09-50/259435
SHEET 1
WO: 1066814 UNIV. I.D.:MA IN D 747:42 AM 1/14/2009 OF 2
R+\AB009-00\WCP\LP129461\Ma in \Wotabodies\26-09-50_5-IR-003_I.d n
ROWAN COUNTY, NORTH CAROLINA
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PROPOSED 42" IREDELL LOOP F7
760
760
F'KUh I L t T.B.M. - CONTROL POINT
HORIZ.: 1" = 100' 77.3' LT. OF STA. 2593+39
VERT.: 1" = 100' ELEV. = 825.40' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY
OF THE NFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO
INDICATE ANY SUCH FACILITIES.
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM. NAG 1983.
6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
7. METHOD OF CONSTRUCTION: OPEN CUT
8. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO, REFERENCE TITLE
DATE I BY I REVISION DESCRIPTION I W.O. N0.
TRANSCONTINENTAL GAS PIPELINE CORPORATION i3
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DRAWN BY: AP DATE: 12/112: ISSUED FOR BID: SCALE: 1 l DO'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: ry MBER: 26-09-50/259435 sh'EET 2
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CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NDRAWNG
UMBER: 26-09-50/260843 SHEET 1
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VERT.: 1" = 100' ELEV. = 822.95' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY
OF THE NFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO
INDICATE ANY SUCH FACILITIES.
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
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DRAWING NO. I REFERENCE TITLE
DATE I BY I REVISION DESCRIP'RON I W.O. NO.
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6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
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7. METHOD OF CONSTRUCTION: OPEN CUT
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ROWAN COUNTY, NORTH CAROLINA
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CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NDRAWING
UMBER: 26-09-50/260843 SHEET 2
W0: 1066814 UNIV. I.D.: MA IN D 219 39 PM 1/20/2009
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PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-005 GAS PIPELINE
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ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O. NO. CHIC APP. DRAWN BY: AP DATE 12/13/2008 ISSUED FOR BID: SCALE: 1 " = 100
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
I APPROVED BY. DATE: DRAWING
NUMBER: 26-09-50/261613 SHEET 1
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HORIZ.: 1" = 100' 35.9' LT. OF STA. 2615+11
VERT.: 1" = 100' ELEV. = 806.67' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND
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OF THE NFORMAT ION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY
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INDICATE ANY SUCH FACILITIES.
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PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
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STATE PLANE COORDINATE SYSTEM. NAD 1983.
6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
7. METHOD OF CONSTRUCTION: OPEN CUT
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CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
DATE I BY I REVISION DESCRIPTION I W.O. NO.
TRANSCONTINENTAL GAS PIPELINE CORPORATION
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UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-005 GAS PIPELINE
AT M.P. 1295.97
ROWAN COUNTY, NORTH CAROLINA
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85 NORTH EXPANSION PROJECT will la
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UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-007 GAS PIPELINE
AT M.P. 1296.54
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O.NO. CHK. APP. DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 100'
CHECKED BY. DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: N IRAWIN
MBER: 26-09-50/264649 SHEET 1
W0: 1066814 UNIV. I.D.: NA IN D 3:24:58 PN 1/6/2009 OF 2
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HORIZ.: 1" = 100' 123.7' LT. OF STA. 2647+21
VERT.: 1" = 100' ELEV. = 761.78' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY
OF THE NFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO
INDICATE ANY SUCH FACILITIES.
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
DRAWING NO. REFERENCE TITLE
DATE I BY I RENSION DESCRIPTION I W.O. NO.
5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM, NAD 1983.
6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
7. METHOD OF CONSTRUCTION: OPEN CUT
8. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
RMIT DRAWING
TRANSCONTINENTAL GAS PIPELINE CORPORATION !.3
APPROVED BY. DATE. DRAWING
NUMBER: 2 6 -09-50/264649 SHET T 2
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85 NORTH EXPANSION PROJECT / IaB1S
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-007 GAS PIPELINE
AT M.P. 1296.54
ROWAN COUNTY, NORTH CAROLINA
DRAWN Bl': AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 1 DD'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
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CORPS OF ENGINEERS PERMIT BRAVING
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AT M.P. 1296.71
ROWAN COUNTY, NORTH CAROLINA
ISSUED FOR BID: SCALE: 1" = 100'
NO. DATE BY REVISION DESCPoFnON W.O.NO. CHK. APP. DRAWN BY: AP DATE: 12/1j..U
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: N IRAWIN
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HORIZ.: 1" = 100' 51.2' LT. OF STA. 2654+52
VERT.: 1" = 100' ELEV. = 777.84' (NAVD88)
NOTES TO CONTRACTOR
I. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY
OF THE INFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO
INDICATE ANY SUCH FACILITIES.
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM. NAD 1983.
6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
7. METHOD OF CONSTRUCTION: OPEN CUT
8. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO.
REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION ??
85 NORTH EXPANSION PROJECT WIZIMI&
DATE I BY I RENSION DESCRIPTION I W.O. NO.
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-008 GAS PIPELINE
AT M.P. 1296.71
ROWAN COUNTY, NORTH CAROLINA
DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 100'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NUM?A 26-09-50/265539 SHEET 2
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PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-009 GAS PIPELINE
AT M.P. 1297.08
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O. NO. CHK. APP. DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BQ SCALE: _ 100'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NDRAWIN
UMBER: 26-09-50/267450 SHEET
WO: 1066814 UNIV. I.D.: MA IN D 12510 PN 116/2009
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PROFILE T.B.M. - CONTROL POINT
HORIZ.: 1" = 100' 65.6' LT. OF STA. 2674+81
VERT.: 1" = 100' ELEV. = 753.60' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND 5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
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4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT wl??IaI11S_
PROPOSED 42" IREDELL LOOP GAS PIPELINE
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-009
AT M.P. 1297.08
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.0.140. CHK. APP. DRAWN By, AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 " = 1 co,
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
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LIMITS OF DISTURBANCE
TRANSCO R/W "
--
-
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N53°24'36" E
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LAT. = 35°37'00 TRANSCO R/W PROPOSED 42' IREDELL LOOP
LONG.= 80°43'09
S-IR-011°,.
- - - - - - - - - - - - -
•
? LIMITS OF DISTURBANCE
PL AN
1" = 100'
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION l?
85 NORTH EXPANSION PROJECT wifibla-
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-011 GAS PIPELINE
AT M.P. 1297.35
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O. NO. CHK. APP. DRAWN BY AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 " = 1 OO'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
L APPROVED BY: DATE: N DRA"N
MBER: 26-09-50/268882 SHEET 1
__ W0: 1066814 UNIV. I.D.: MA I N D 3:26: 7 PM 116/2009
R?\A8009-00\WCP\LP129461\A1a n \WOterb.di..\26-09-50_S-IR-011_1.0 OF 2
ROWAN COUNTY, NORTH CAROLINA
Y H Y
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3' MIN. NATURAL GROUND
800
800
NATURAL GROUND 3' MIN.
_5' MIN.........
750 750
PROPOSED 42" IREDELL LOOP ?FLOIW
700
700
PROFILE T.B.M. - CONTROL POINT
HOR1Z.: 1" = 100' 62.1' LT. OF STA. 2689+51
VERT.: 1" = 100' ELEV. = 747.88' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY
OF THE NFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO
INDICATE ANY SUCH FACILITIES.
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM. NAO 1983.
6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
7. METHOD OF CONSTRUCTION: OPEN CUT
8. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT willaws-
PROPOSED 42° IREDELL LOOP ??
UNNAMED TRIBUTARY OF SILLS CREEK - S-I R-011 GAS PIPELINE
AT M.P. 1297.35
ROWAN COUNTY, NORTH CAROLINA
N0. DATE BY REVISION DESCRIPTION W.O. NO. CHK. APP. DRAWN BY, AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 1 O0'
D BY. DATE: ISSUED FOR CONSTRUCTION:
:D BY: DATE: NUBENR: 26-09-50/268882 SHEET 2
1066814 UNIV. I.D.:MA IN D zo^11a PM 1/20/2009 OF 2
ROWAN COUNTY, NORTH CAROLINA
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LIMITS OF DISTURBANCE
LAT. = 35°37'29"
LONG.= 80°42'37" - -•---•--- ?., --?
S-IR-013 PROPOSED 42 IREDELL LOOP
N 60°05'31" E
FA
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EXISTING 36" MAINLINE
i• EXISTING 30" MAINLINE "A" •?--•-
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.
C ?•? C C EXISTTNG 30" MAINLINE "B"
LIMITS OF DISTURBA NCE
PL AN
1 100'
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT wilibl iS
PROPOSED 42" IREDELL LOOP
SILLS CREEK - S-IR-013 GAS PIPELINE
AT M.P. 1298.13
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O. NO. CHK. APP. DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 100'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NUMBER 26-09-50/273026 SHEET 1
WO: 1066814 UNN. I.D.: MA IN D 10:54:18 AM 1/6/2009 2
R:\PE009-00\WGP\LP129461\Ma in\Wateba0ies\26-09-50_5-IR-013_1.4OF
ROWAN COUNTY, NORTH CAROLINA
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NATURAL GROUND 770
3' MIN. 5' M[N. NATURAL GROUND 3' MIN.
720
NEW!
720
FLOW PROPOSED 42" IREDELL LOOP
670 7
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° 42
80
O.D. x 0.400 W.T. X70
W/14 MIL FBE d 7.5" CONC. COATING.
1.5 MIL INTERNAL COATING
IJKM I LL T.B.M. - CONTROL POINT
HOR1Z.: 1" = 100' 79.1' RT. OF STA. 2729+71
VERT.: 1" = 100' ELEV. = 724.11' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND 5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY STATE PLANE COORDINATE SYSTEM NAO 1983.
OF THE NFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY 6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO VERTICAL DATUM OF 1988.
INDICATE ANY SUCH FACILITIES. 7. METHOD OF CONSTRUCTION: OPEN CUT
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED 8. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.D.W.
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT willaws
PROPOSED 42" IREDELL LOOP
SILLS CREEK - S-IR-013 GAS PIPELINE
AT M.P. 1298.13
ROWAN COUNTY, NORTH CAROLINA
ISSUED FOR BID: SCALE: 1 1 DD'
NO. DATE BY REVISION DESCRIPTION W.O. NO. CHK. APP. DRAWN BY: AP 7111AT.I.
CHECKED BY: ISSUED FOR CONSTRUCTION:
APPROVED BY: ry UMBE'R'! 26-09-50/273026 SHEET 2
WO: 1066814 UNN. I.D.: MA I N 22a}' PM V 20/200e
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ROWAN COUNTY, NORTH CAROLINA
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LONG.= 80°42'35" S-IR-015
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N 60°05'31" E
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EXISTING 30" MAINLINE A
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LIMITS OF DISTURBANCE
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CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT Will le-
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-015 GAS PIPELINE
AT M.P. 1298.17
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O.NO. CHK. APP. DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 " = 100'
CHECKED BY: DATE. ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NDRAWING UMBER: 26-09-50/273244 SHEET 1
W0: 1066814 UNIV. I.D:MA IN D 3'29'30 PM V6/2009
R:\AS009-00\WGP\LP129461\IAO n \Woterb,d;-\26-09-50_5-IR-015_1.d OF 2
ROWAN COUNTY NORTH CAROLINA
Y ? Y
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NATURAL GROUND 770
3' MIN. 5' MIN. NATURAL GROUND 3' MIN.
720 720
PROPOSED 42" [REDELL LOOP FLOW
670 '
670
PROF I L E T.B.M. - CONTROL POINT
HORIZ.: 1" = 100' 33.1' RT. OF STA. 2732+74
VERT.: 1" = 100' ELEV. = 721.78' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND 5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY STATE PLANE COORDINATE SYSTEM. NAD 1983.
OF THE NFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY 6. ELEVATIONS SHOWN ARE RE FERENCED TO THE NORTH AMERICAN
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO VERTICAL DATUM OF 1988.
INDICATE ANY SUCH FACILITIES. 7. METHOD OF CONSTRUCTION: OPEN CUT
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED S. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO,
REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION i3
85 NORTH EXPANSION PROJECT WIIIia?Ils
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-015 GAS PIPELINE
AT M.P. 1298.17
ROWAN COUNTY, NORTH CAROLINA
DRAWN BY, AP ;DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 1 OD'
CHECKED BY: : ISSUED FOR CONSTRUCTION:
APPROVED BY: ry MBENR: 26-09-50/273244 SHEET 2
W0: 1066814 UNN.LD.:MAIN 0 z`zs.zs au noizaos OF 2
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DATE I BY I REVISION DESCFNP71ON I W.O. NO.
ROWAN COUNTY, NORTH CAROLINA
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LIMITS OF DISTURBANCE
_.? _,?.-----•? r - - -
J
LAT. = 35°37'49"
LONG.= 80°4157 S-IR-018
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N 63°54
12
E
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FLOW . ,
EXISTING 36" MAINLINE "C"
I ,
• - _ _ _.--_ EXISTING 30"MAINLINE "A"
_-- -
r .p Q
T EX1S]TNG 30" MAINLINE "B"
4
L]M1TS OF DISTURBANCE
?
PL AN
11, = 100'
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT w/ll/aA1.S
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-018 GAS PIPELINE
AT M.P. 1298.87
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY RENSION DESCRIPTION W.O. NO. CHK. APP. DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 10D'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NUMBER: 26-09-50/276902 SHEET 1 DRAWING
W0: 1066814 UNIV. I.D.: MAIN D 3:]903 PM 8/Z009
R:\A8009- 001W0P\L P 129 M, n \Walerbu0ies\2fi-09-50_5-IR-018_1.d DnF 2
ROWAN COUNTY, NORTH CAROLINA
Y H Y
Z Z
Q p Q
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C Q CD
O Z O
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N ?i N
800 NAT RA GROUND
3' MIN. NATURAL GROUND 3 MIN. 800
:
5' MIN.
750 750
F
L7
_
PROPOSED 42" IREDELL LOOP
700
700
PROFILE T.B.M. - CONTROL POINT
HOR1Z.: 1" = 100' 10.8' RT. OF STA. 2768+62
VERT.: 1" = 100' ELEV. = 747.10' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY
OF THE INFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO
INDICATE ANY SUCH FACILITIES.
2. A MNIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED
PIPELNE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM. NAD 1983.
6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
7. METHOD OF CONSTRUCTION: OPEN CUT
8. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
DATE I BY I REVISION DESCRIPTION
W.O. NO.
TRANSCONTINENTAL GAS PIPELINE CORPORATION i?
85 NORTH EXPANSION PROJECT WIIIIan1s
PROPOSED 42" IREDELL LOOP fC/
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-018 GAS PIPELINE
AT M.P. 1298.87
ROWAN COUNTY, NORTH CAROLINA
DRAWN BY, AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 100'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: ry MBIER: 26-09-50/276902 SHEET 2
W0: 1066814 UNIV. I.D.: NA I N D 2'25.55 PM 1/20/2009 2
/.PATH%
L.
ROWAN COUNTY* NORTH CAROLINA
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LIMITS OF DISTURBANCE
.-.-.-.-._
_.
.I
_
LAT. = 35°38'16°
PROPOSED 42' IREDELL LOOP LONG.= 80°41'05"
S-IR-020
;N 64°1939" E i -
FLOW
-iEXISTING 36" MAINLINE "C°
. . I I
"
"
"
L - - - -'-
?
EXIST
NG 30
MAINLINE
A
-
-
?
C
EXISITNG 30" MAINLINE "B" Co
C C C
M
LI
ITS OF DISTURBANCE
PL AN
1 100'
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-020 GAS PIPELINE
AT M.P. 1299.84
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O. NO. CHK. APP. DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 ° 10 0'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NDRAWING
UMBER: 26-09-50/282040 SHEET 1
W0: 1066814 UNN.I.D.:MAIN D 329:72 PIA 1/6/2009
F 2
R;\AB009-00\WGP\LP129e61\Ma n \Woteroodiee\26-09-50_S-IR-020_l.dOn
ROWAN COUNTY NORTH CAROLINA
r
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O Q CD
O Z O
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O O
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t } +
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N N N
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3' MIN, NATURAL GROUND
780 3' MIN.
NATURAL GROUND 780
5' MIN.
730
730
PROPOSED 42" IREDELL LOOP FLOW
680
680
F'KUF ILL T.B.M. - CONTROL POINT
HOR1Z.: 1" = 100' 45.7' RT. OF STA. 2821+27
VERT.: 1" = 100' ELEV. = 729.04' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND 5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY STATE PLANE COORDINATE SYSTEM. NAD 1983.
OF THE NFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY 6. ELEVATIONS SHOWN ARE RE FERENCED TO THE NORTH AMERICAN
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO VERTICAL DATUM OF 1988.
INDICATE ANY SUCH FACILITIES. 7. METHOD OF CONSTRUCTION: OPEN CUT
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED 8. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO, REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT W/ll/a/?js
PROPOSED 42" IREDELL LOOP/
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-020 GAS PIPELINE
AT M.P. 1299.84
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIFRON W.O. NO. CHK. APP. DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 " 1 GO'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NUMBER: DRAWING
26-09-50/282040 SHEET 2
W0: 1066814 UNIV. I.D.:MA IN D 226:21 PM 1/20/2009 OF 2
/PATH''/.
ROWAN COUNTY NORTH CAROLINA
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LIMITS OF DISTURBANCE
17.
• - • - -- - -
- - 7
f LAT. 35°38'25
x
LONG.= 80°40'52" I
?S-IR-021 PROPOSED 42- JREDELL LOOP
N 49°28'04' E T L
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MAINLINE
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'
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PLAN
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CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TIRE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT w%?l/a/11.5
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-021 GAS PIPELINE
AT M.P. 1300.09
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O. NO. CHK. APP. DRAWN BY: AP DATE: 12/13 ISSUED FOR BID: SCALE: 1 _ 100'
CHECKED BY: DATE:
I ISSUED FOR CONSTRUCTION:
APPROVED BY. DATE: NUMB RG 26-09-50/283347 SHEET I
W0: 1066814
UNIV. LD.: MAIN
3:30;0
4 PM 1/6/2009 2
R
+\A8009-00\WGP\1P129a61\Ma 'n \Walerbodies\26-09-50_5-IR-021_1.4 OF
ROWAN COUNTY, NORTH CAROLINA
Y ?- Y
Z Z
Q p Q
[O W m
O Z O
Z
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M M M
, M M
m nJ m
N N N
790 3' MIN. _ 3' MIN....
NATURAL GROUND
NATURAL GROUND 790
5' MIN. _
740
740
PROPOSED 42" IREDELL LOOP FLOW
690
690
PROFILE T.B.M. - CONTROL POINT
HORIZ.: 1" = 100' 76.8' RT. OF STA. 2832+68
VERT.: 1" = 100' ELEV. = 739.06' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY
OF THE ]NFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO
INDICATE ANY SUCH FACILITIES.
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM, NAD 1983.
G. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
7. METHOD OF CONSTRUCTION: OPEN CUT
8. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
DATE I BY I REVISION DESCRIPTION I W.O. N0.
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT Willa,
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-021 GAS PIPELINE
AT M.P. 1300.09
ROWAN COUNTY. NORTH CAROLINA
DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 1 DO'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY. DATE: NUUMBEF 26-09-50/283347 SHEET 2
W0: 1066814 UNN. LD.: MAIN D ?p2e u1 PM 1/20/2009 OF 2
ROWAN COUNTY, NORTH CAROLINA
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L I MI TS OF DISTURBANCE'
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LAT. = 35°38'50'
'
'
LONG.= 80°40
16
PROPOSED 42' IREDELL LOOP
N 50°18'29" E`
FLOW
S-IR-023
EXISTING 36" MAINLINE "C"
- - .
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EXISTING 30" MAINLINE "A"
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LIMITS OF DISTURBANCE
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CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION ?
85 NORTH EXPANSION PROJECT
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-023 GAS PIPELINE
AT M.P. 1300.84
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPRON W.O. NO. CHK. APP. DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 c 100'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NDRAWING
UMBER: 26-09-50/287325 SHEET 1
WO: 1066814 UNIV. I.D.: NAIND 131.10 PM 1/6/2009
2
Rt\A8009-00\WGP\LP129461\M° in \W°t° b.di.s\26-09-50_S-IR-023_1. Dn
ROWAN COUNTY, NORTH CAROLINA
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NATURAL GROUND
800 ,
M N.
3 MIN.
--NATURAL GROUND 800
_5' M[N
750
750
PROPOSED 42" IREDELL LOOP F7
700
700
FHU ILL T.B.M. - CONTROL POINT
HORIZ.: 1" = 100' 38.4' RT. OF STA. 2872+71
VERT.: 1" = 100' ELEV. = 757.87' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND 5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY STATE PLANE COORDINATE SYSTEM, NAD 1983.
OF THE NFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY G. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO VERTICAL DATUM OF 1988.
INDICATE ANY SUCH FACILITIES. 7. METHOD OF CONSTRUCTION: OPEN CUT
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED 8. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT wl??/a111S_
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-023 GAS PIPELINE
AT M.P. 1300.84
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O. NO. CHK. APP. DRAWN BY AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 100'
CHECKED BY: DATE. ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: N MDRAWIN
BER: 26-09-50/287325 SHEET 2
W0: 1066614 UNN.I.D.:MAIN D 22746 PM 1/20/2009 OF 2
PATH/
ROWAN COUNTY, NORTH CAROLINA
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LIMITS OF DISTURBANCE
S-IR-024L- l- -
_. a! -•_?-•-------- - -
LAT. = 35°38'06' -• ?- - - - - -•- - - - - --?•
LONG.= 80°39'50°
PROPOSED 42' IREDELL LOOP)
N 55`21'15' E N 61°39'59° E`
???? EXISTING 36 MAINLINE "C"
??• - - C 1 - --C---/. - - L
14
?.- -•- -I L - -.- ?' EXISTING 30" MAINLINE "A
EXISITNG 30" MAINLINE "B"
LIMITS OF DISTURBANCE
PL AN
1" = 100'
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT w%lliki S-
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-024 GAS PIPELINE
AT M.P. 1301.35
ROWAN COUNTY, NORTH CAROLINA
NO DATE BY REVISION DESCRIPTION W.O. NO. CHK. APP. DRAWN BY: AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 " = 100'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NUMBER: 26-09-50/290026 SHEET 1
WO: 1066814 UNIV. I.D.:MA IN D 33143 PM 1/6/2009 QF 2
RAA8009-00\WGP\LP7]9aF1v.4mn?n?W1..nnl..??F-na-tn c-ia....
ROWAN COUNTY, NORTH CAROLINA
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3' MIN. NATURAL GROUND
790 3' MIN.
NATURAL GROUND 790
_5` MIN. __
740
740
PROPOSED 42" IREDELL LOOP FLOW
22.5° 3R ELL 22.5° 3R ELL
690
690
PROF I L E T.B.M. - CONTROL POINT
HORIZ.: 1" = 100' 34.0' RT. OF STA. 2901+34
VERT.: 1" = 100' ELEV. = 745.58' (NAVD88)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY
OF THE INFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO
INDICATE ANY SUCH FACILITIES.
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
DRAWING NO. REFERENCE TITLE
DATE I BY I REVISION DESCRIPTION I W.O. NO.
5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM. NAO 1983.
6. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
7. METHOD OF CONSTRUCTION: OPEN CUT
8. STATIONS SHOWN ARE MAIN LINE "D" STATIONS.
CORPS OF ENGINEERS PERMIT DRAWING
TRANSCONTINENTAL GAS PIPELINE CORPORATION l-
85 NORTH EXPANSION PROJECT W/l/%aA1S
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-024 GAS PIPELINE
AT M.P. 1301.35
ROWAN COUNTY, NORTH CAROLINA
DRAWN BY. AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 1 100'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE NUMBERG 26-09-50/290026 SWEET 2
W0: 1066814 UNN. I.D.: IAA I N D 2 28 10 PM vzonoae
/PATH/.
OF 2
ROWAN COUNTY. NORTH CAROLINA
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LIMITS OF DISTURBANCE
-
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7
PROPOSED 42' IREOELL LOOP LAT. = 35°39'31"
' ?S-IR-026 • ??
LONG.= 80°39
09
N48°13'47„E ?
.
1
,
FLOW
-? EXISTING 36" MAINLINE "C" ?
EXISTING 30" MAINLINE "A"'?.
EXISITNG 30" MAINLINE "B"
..
LIMITS OF DISTURBANCE
_ ,e k
PLAN
1" = 100'
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT W/II/a1ns
PROPOSED 42" IREDELL LOOP
UNNAMED TRIBUTARY OF SILLS CREEK - S-1 R-026 GAS PIPELINE
AT M.P. 1302.15
ROWAN COUNTY, NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O. NO, CHK. APP. DRAWN BY: AP DATE: 1211312008 ISSUED FOR BID: SCALE: 1 100'
CHECKED BY: DATE: ISSUED FOR CONSTRUCTION:
APPROVED BY: DATE: NUMBER: 26-09-50/294260 SHEET 1
WO: 1066814 UNMI.D.:MAIN D 3'J249PM 1/6/2009 OF 2
R+\A8009-00\WCP\LP129461\Ma n \Waterbotlies\26-09-50_S-IR-026-1.tl n
ROWAN COUNTY, NORTH CAROLINA
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770
20
31 _MIN. NATURAL GROUNp_ NATURAL GROUND 3' MIN.
5' MIN. 770
670 720
PROPOSED 42" IREDELL LOOP 670
FHUh ILL T.B.M. - CONTROL POINT
HORIZ.: 1" = 100' 36.0' RT. OF STA. 2943+50
VERT.: 1" = 100' ELEV. = 708.67' (NAVDB8)
NOTES TO CONTRACTOR
1. THE COMPANY HAS MADE AN EFFORT TO LOCATE ALL UNDERGROUND 5. BEARINGS SHOWN ARE GRID AND REFER TO THE NORTH CAROLINA
FACILITIES NOW EXISTING BUT DOES NOT GUARANTEE THE ACCURACY STATE PLANE COORDINATE SYSTEM. NAD 1983.
OF THE NFORMATION SHOWN ON THIS MAP NOR DOES IT ACCEPT ANY G. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
RESPONSIBILITY FOR ERRORS IN LOCATION OR FOR FAILURE TO VERTICAL DATUM OF 1988.
INDICATE ANY SUCH FACILITIES. 7. METHOD OF CONSTRUCTION: OPEN CUT
2. A MINIMUM CLEARANCE OF 18 INCHES BETWEEN THE PROPOSED 8. STATIONS SHOWN ARE MAIN LINE °D" STATIONS.
PIPELINE AND ANY EXISTING FACILITIES WILL BE MAINTAINED.
3. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
4. ACCESS WILL BE ALONG EXISTING TRANSCO R.O.W.
CORPS OF ENGINEERS PERMIT DRAWING
DRAWING NO. REFERENCE TITLE
TRANSCONTINENTAL GAS PIPELINE CORPORATION
85 NORTH EXPANSION PROJECT WIIba11
PROPOSED 42" IREDELL LOOP GAS PIPELINE
UNNAMED TRIBUTARY OF SILLS CREEK - S-IR-026
AT M.P. 1302.15
ROWAN COUNTY. NORTH CAROLINA
NO. DATE BY REVISION DESCRIPTION W.O. NO. CHK. APP. DRAWN BY. AP DATE: 12/13/2008 ISSUED FOR BID: SCALE: 100,
CHECKED BY: DATE: ISSUED FOR CONBTRUCTION.
APPROVED BY: DATE: NDRAWING
UMBER: 26-09-50/294260 SHEET 2
WC: 1066814 UNIV. I.D.:MA IN D 229'07 PM 1/20/2009 2
/PATH/
SUPPLEMENTAL MAPPING PREVIOUSLY SUBMITTED
FEBRUARY 5, 2009 AND APRIL 23, 2009
PRE-CONSTRUCTION NOTIFICATION &
WETLAND DELINEATION REPORT
85 NORTH EXPANSION PROJECT
Iredell and Rowan Counties, North Carolina
SUBMTTED TO:
Transcontinental Gas Pipe Line Company, LLC
WilIMM&
tzzP0*V'
January 2009
PREPARED BY:
PERENNIAL ENVIRONMENTAL SERVICES, L.L.C.
PERENNIAL
Environmental Services
at Pmity
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80
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_ PERENNIAL
7k
Vicinity Map
85 North Expansion Project
Iredell and Rowan Counties, North Carolina
Miles
0 2.5 5 Job No: Scale: 1:250,000
r ?? ? r' -.?? ? * ? ? _z i 'yam r ?.
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52 Legend > > >
29-- Pipeline PERENNIAL
Sheet 1 of 5
Construction Workspace
Extra Workspace
Open Water Construction Workspace
Streams 85 North Expansion Project
Access Roads Iredell County, North Carolina
Feet e
0 500 1,000 Job No: Scale: 1:12000
Chrlctte File: Date: Dec 2008
,' ,
800
52 Legend
zs Pipeline PERENNIAL Sheet 3 of 5
Construction Workspace
Extra Workspace
Open Water Construction Workspace
- Streams 85 North Expansion Project
Access Roads Iredell County, North Carolina
Feet e
0 500 1,000 Job No: Scale: 1:12000
'C.f"arlOttc
File:
,
750
177
Stream 26 J
1�
i.
SM
Stream 27`
,Yw
,
as Legend
29 —Pipeline PERENNIAL
Sheet 5 of 5
Construction Workspace
Extra Workspace
Open Water Construction Workspace
Streams 85 North Expansion Project
Access Roads Iredell County, North Carolina
Feet e
0 500 1,000 Job No: Scale: 1:12000
Charlotte File: Date: Dec 2008
a #
s xt y ,?
x ?; '? . r a r?PERENNIAL
¢rao?w x,MC,
Station Boundary
Hydro Workspace Station 150
Iredell County, North Carolina
Prepared By: FLM Scale: V = 500'
0 250 500 1,000 Job No.: Station 150 Date: Dec 30, 2008
Feet
Aerial Imagery: NC One Map, 2004 File: Z:\GISVV\FLM\Perennial\85 North Expansion\STATION 150\MXD1A STA 150
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52 Legend
29 ---- Pipeline PERENNIAL
Sheet 1 of 5
Construction Workspace
Extra Workspace
Open Water Construction Workspace
- Streams 85 North Expansion Project
- Access Roads Iredell County, North Carolina
Feet e
0 500 1,000 Job No: Scale: 1:12000
Charlotte
File: Date: Dec 2008
%
Stream 17
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' ' ti t dF
a? mba ?err stream 16
Y h c jars
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006
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82 Legend
29 Pipeline PERENNIAL Sheet 2 of 5
Construction Workspace
Extra Workspace
Open Water Construction Workspace
Streams 85 North Expansion Project
- Access Roads Iredell County, North Carolina
Feet e
0 500 11000 Job No: Scale: 1:12000
Charlotte
File: Dec 2"
t r * 4
4
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es Legend
29 Pipeline
_ Construction Workspace
Extra Workspace
Open Water
- Streams
Access Roads
Feet e
0 500 1,000
Stream 20 '`.
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PERENNIAL
Sheet 3 of 5
Construction Workspace
85 North Expansion Project
Iredell County, North Carolina
Job No: Scale: 1:12000
File: Date: Dec 2008
25
91
52 Legend
29 -°-°- Pipeline
_ Construction Workspace
Extra Workspace
Open Water
Streams
Access Roads
01))
PERENNIAL
`°'°'"°-u5o- Sheet 4 of 5
Construction Workspace
85 North Expansion Project
Iredell County, North Carolina
Feet
0 500 1,000 Job No:
GO File:
Scale: 1:12000
Date: Dec 2008
`l ,.
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29 °-°- Pipeline
_ Construction Workspace
Extra Workspace
Open Water
- Streams
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• 10) ) ?
PERENNIAL
F,-A rm6 - Sheet 5 of 5
Construction Workspace
85 North Expansion Project
Iredell County, North Carolina
Feet e
0 500 1,000 Job No:
File:
Scale: 1:12000
Date: Dec 2008