20040604 Ver 1_COMPLETE FILE_20040413

W AT
9QG
O?(?F Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

C1 -? Alan W. Klimek, P.E. Director
Division of Water Quality
August 9, 2004
DWQ Project # 04-0604
Mecklenburg County
Mr. Tom Howard
Charlotte-Mecklenburg Utilities
5100 Brookshire Boulevard
Charlotte, NC, 28216
Subject Property: Long Creek Pumping Station
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Howard:
You have our approval, in accordance with the attached conditi8ns and those listed below, to place
crossings within 80 feet of streams for the purpose of constructing a new sewage pumping station and
force main to replace existing facilities at the subject property, as described within your revised
application received by the N.C. Division of Water Quality (DWQ) on June 14, 2004. After reviewing
your application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3374 (GC3374). The Certification(s) allows you to use Nationwide Permit(s) 12 when issued
by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with
any other required federal, state or local permits before you go ahead with your project including (but not
limited to) Erosion and Sediment Control, Non-discharge, and other regulations. Also, this approval to
proceed with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Nose Carolina
401 Wetlands Certification Unit Nturallff
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/nmetlands
Mr. Tom Howard, Charlotte-Mecklenburg Utilities:
Page 2 of 3
August 9, 2004:
Amount Approved
(Units) Plan Location or Reference
Stream 80 (feet) PCN form
404/CAMA Wetlands N/A (acres)
Waters N/A (acres)
Buffers N/A (square ft.)
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits `associated with the project.
c. For borrow pit sites, the erosion and sediment con6pl measures must be designed, installed,
operated, and maintained in accordance with the molt recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.

Mr. Tom Howard, Charlotte-Mecklenburg Utilities:
Page 3 of 3
August 9, 2004:
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Alan Johnson in the DWQ Mooresville Regional Office at 704-663-1699.
Sincerely,
Alan W. Klimek, P.E.
AWK/cbk
Enclosures: GC 3374
Certificate of Completion
cc: Scott Hall, Brown and Caldwell, 309 East Morehead St., Suite 160, Charlotte, NC, 28202
USACE Asheville Regulatory Field Office
DWQ Asheville Regional Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 040604Long(Mecklenburg)401

0W A TF Michael F. Easley, Governor
O
Q?
.?
t/1 f William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

fj Alan W. Klimek, P.E. Director
. Division of Water Quality
``?
. ugust 13, 2004
DWQ Projec 04-0955
Mecklenb --ours y
Page 1 of 3
Charlotte-Mecklenburg Utilities
Attn: Tom Howard, Project Manager
5100 Brookshire Boulevard
Charlotte, NC 28216 j ??13?G??Z
klll-? may` ?? G0
Subject Property: Long Creek Pumping Station, Charlotte, NC
Long Creek[ 03-08-34,11-120-(7), WS-IV CA] ?ry r?
Approval of 401 Water Quality Certification with Additional Conditions W
Dear Mr. Howard:
li- '-'? 4--

You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 80 feet of streams for the purpose df constructing a new sewage pump station
and force main at the subject property, as described within your,application dated April 12, 2004 and
received by the N.C. Division of Water Quality (DWQ) on June 44, 2004. After reviewing your
application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3374 (GC3374). The Certification(s) allows you to use Nationwide Permit(s) 12 when issued
by the US Army Corps of Engineers (USAGE). In addition, you should obtain or otherwise comply with
any other required federal, state or local permits before you go ahead with your project including (but not
limited to) Erosion and Sediment Control, Non-discharge, and water supply regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 211.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved - The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts
are approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Stream 80 (feet)
NothCarolina
o
401 Wetlands Certification Unit atumild, J
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 ,
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http.,//h2o.enr.state.nc.us/nmetlands
N
Charlotte-Mecklenburg Utilities / DWQ Project No. 04-0955
Page 2 of 3
August 13, 2004
2. Erosion & Sediment Control Practices - Erosion and sediment control practices must be in full
compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind shall occur in
wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-Construction
Notification. All construction activities, including the design, installation, operation, and maintenance
of sediment and erosion control Best Management Practices, shall be performed so that no violations of
state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters - Sediment and erosion control
measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement
of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed
and the natural grade restored within six months of the date that the Division of Land Resources has
released the project.
5. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality
Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required
to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Sewer Systems - The project shall comply with 15A NCAC 2H.0219(i)(2)(G) and all other State,
Federal and local sewer system regulations.
7. Water Quality Certification(s) - The proposed project must comply with all of the conditions of
General Water Quality Certification(s) (GC) 3374. -
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
f
Charlotte-Mecklenburg Utilities / DWQ Project No. 04-0955
Page 3 of 3
August 13, 2004
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Alan Johnson in the DWQ Mooresville Regional Office at [phone].
Sincerely,
AWKIJRD/bz
Enclosures: GC 3374
Certificate of Completion
Pime c
c: Scott Hall, Brown & Caldwell, 309 East Morehead Street, Suite 160, Charlotte, NC 28202
USACE Asheville Regulatory Field Office
DWQ Mooresville Regional Office
DLR Mooresville Regional Office
File Copy
Central Files
Filename: 040955
_>
309 East Morehead Street
Suite 160
Charlotte, North Carolina 28202
Tel: [phone]
Fax: [phone]
www.brownandcaldwell.com
4L) ? iIJ*EX"DS1401 GROUP

JUN 14 2004
WATER QUAUTySEC710IV
June 10, 2004 F ILE C D.
OE Y
Mr. John Dorney
Division of Water Quality
North Carolina Department of Environment and Natural Resources
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604 18362-720
Subject: Long Creek Pumping Station and Forcemain
401/404 Certification
CMUD Project Number: 622-97-682 4 0 9 5
Dear Mr. Dorney:
Enclosed please find an application package for the Long Creek Pumping Station and
Force main. Included in the package are a Nationwide Permit 12 Verification Form, a
completed Pre-Construction Notification form with a cover letter to the Army Corps of
Engineers, drawings, vicinity map, site map, NRCS soils map, USGS topographic map,
and prior permits obtained for above referenced project. This project includes the
construction of a gravity sewer, a pumping station, and force main in the Long Creek
basin in northwestern Mecklenburg County (see attached vicinity and site maps). The
stream crossings are shown on the enclosed drawings and described in the Army Corps of
Engineers cover letter. We are requesting written approval for a Nationwide Permit 12:
Utility Line Discharges. This project was previously submitted as a courtesy copy to
your office.
Since our original submittal, it is our understanding that written concurrence from the
North Carolina Department of Environment and Natural Resources is required due to the
fact that we do not meet Condition Number 4 in the General Certification Conditions
(GC3374) and Nationwide 12. Our stream crossing angle is at approximately 55 degrees
rather than between 75 and 115 degrees. This is because we must following the existing
force main and utility right of way (Please see drawing C103 enclosed). All other
conditions in GC3374 are met.
Thank you for your attention. If I can be of any assistance in this matter, please do not
hesitate to contact me at [phone].
Very truly yours,
BROWN AND CALDWELL
Travis B. Wagner
TBW:dm
Enclosures
P:\18362 - Long Creek 2\WP\Letters\L084 - Dorney - 404 Pennit.doe
E n v i r o n m e n t a l E n g i n e e r s

& C o, n s u l t a n t s
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 2(043(1927 County Merkli-rih»rg Quad MOTTNTATN TCT.ANT) T.AKF.
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: Charlotte Mecklenburg Utilities Department
ATTN: Mr. Tom Howard
Address: 5100 Brookshire Boulevard
Charlotte, NC 28216
Telephone No: [phone]
Zone: 44 UTM or LAT/LONG: North: 3902547 East: 499027
Size and Location of project (water body, road name/number, town, etc.): The project site is located at the end of
Hawfield Road in Charlotte, Mecklenburg County, North Carolina The project proposes stream impacts in Long
Creek.
Description of Activity: This permit authorizes 80 linear feet of stream impacts for two utility line crossings
associated with the construction of a new sewage pumping station.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344)
(check all that apply) Section 10 (River and Harbors Act of 1899)
Authorization: NW12 Nationwide Permit Number
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is accomplished
in strict accordance with the attached Nationwide conditions and your submitted plans. If your activity is subject to
Section 404 (if Section 404 block above is checked), before beginning work you must also receive a Section 401
water quality certification from the N.C. Division of Water Quality, telephone [phone]. For any activity
within the twenty coastal counties, before beginning work you must contact the N.C. Division of Coastal
Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions
of the RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate
State and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide
Permit, please contact the Corps Regulatory Official specified below.
Date: Mayj, 20n4
Corps Regulatory Official: Amanda D. Jones
Expiration Date of Verification: May 26,2006
Telephone No.: [phone] x 231
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
?cc: Scott A. Hall, Brown and Caldwell, 309 East Morehead Street, Suite 160, Charlotte, NC 28202.
CESAW Form 591
Revised July 1905
309 East Morehead Street
Suite 160
Charlotte, North Carolina 28202
Tel: [phone] - v d S
Fax: [phone]
www.brownandcaldwell.com
April 12, 2004
Ms. Amanda Jones
Project Manager
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006 18362-720
Subject: Long Creek Pumping Station
401/404 Certification
CMUD Project Number: 622-97-682
Dear Ms. Jones:
Enclosed please find a new permit application, drawings, vicinity map, site map,
NRCS soils map, USGS topographic map, and previously submitted application
as well as approved permits for above referenced project. This project includes
the construction of a gravity sewer, a pumping station, and force main in the Long
Creek basin in northwestern Mecklenburg County (see attached vicinity and site
maps). The stream crossings are shown on the enclosed drawings. We wish to
apply for certification under the Nationwide Permit 12: Utility Line Discharges
An application was previously submitted for this project and approved on January 14,
2002. Since that time, the scope of the project has been reduced and the number
of stream crossings and wetland impacts has been reduced significantly. It is
Charlotte-Mecklenburg Utilities intent to construct those facilities at a later date.
At that time a separate permit application will be submitted for those stream
crossings and wetland impacts removed from the original application. Currently,
no date has been set for construction of those facilities, which is why they are not
included in this application.
Jurisdictional waters in this project include stream crossings. To the extent
possible, stream crossings were minimized but not completely avoidable. Effects
to streams were kept to a minimum however. Wetland areas in the vicinity of this
project were identified and marked by James Matthews, Ph.D. of Habitat
Assessment and Restoration Program, Inc. (HARP, Inc., Newell, North Carolina).
The location of the wetlands near the project is shown on the enclosed drawings.
Any wetlands in the vicinity of the project shall be flagged and all possible
measures to reduce impacts to wetlands will be implemented.
At creek crossings, the construction right-of-way will be, at a maximum, 40 feet.
The standard permanently maintained right-of-way for the influent sewer and
force main will be 30 feet and 17.5 feet, respectively. However, near stream
P:\18362 - Lone Creek 2\WP\1.etters\L076 . I..... dnd P ... r a
Ms. Amanda Jones
April 12, 2004
Page 2
crossings, this will be reduced to a maximum of 10 feet. This 10-foot right of
way will be maintained to a distance of 10 feet beyond the top of bank of the
stream. Charlotte-Mecklenburg Utilities will post signs in wetlands areas to
inform their mowers. Additionally, all efforts were made to keep stream
crossings at or near 90 degrees.
The total stream impacts for this project are 80 feet. Table 1 lists the tributaries
and length of impacts for each.
Table 1. Stream
Long Creek Tributary 1 40 feet
Unnamed Stream 40 feet
Total
80 feet
It is our understanding that written concurrence from the North Carolina
Department of Environment and Natural Resources is not required provided that
the project complies with the all conditions in the General Certification
Conditions (GC3374) and Nationwide 12. If this is not applicable in this
situation, please advise the appropriate form of action. Otherwise, we anticipate a
response from your office within 30 days of receipt of this application package.
Thank you for your attention. If I can be of any assistance in this matter please do
not hesitate to contact me at [phone].
Very truly yours,
BROWN AND CALDW LL
Scott A. Hall
SAH:dm
Enclosures
P:U 8362 - Long Creek 2\WP\Letters\L076 - )ones - 404 Permit.doc
Office Use Only: Form Version May 2002
040955,
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Charlotte-Mecklenburg Utilities Tom Howard Project Manager
Mailing Address: 5100 Brookshire Boulevard
Charlotte, NC 28216
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: THoward(Rci.charlotte.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Scott Hall
Company Affiliation: Brown and Caldwell
Mailing Address: 309 East Morehead Street, Suite 160
Charlotte, NC 28202
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: SHall(a,brwncald.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Long Creek Pumping Station
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 053-061-01
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number):_ Not Applicable
Directions to site (include road numbers, landmarks, etc.):
From Charlotte: I-85S to Sam Wilson Rd: North on Sam Wilson Road to Moore's Cha el
Rd: Left onto Moore's Chanel Rd: Right onto Hawfield Road: Continue to pump station
access road and gate at end of Hawfield Rd
5. Site coordinates, if available (UTM or Lat/Long):
Pumping Station N35016-825'W8100.1071
Stream Crossing 1 N 35° 16.885' W 81° 0.031'
Stream Crossing 2 N 35° 16.764' W 80° 59.715'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):_ Pumping Station Site (Easement)
Force Main Permanent Easement
7. Nearest body of water (stream/river/sound/ocean/lake):_
8. River Basin: Catawba River Basin
(Note - this must be one of North Carolina's seventeen
River Basin map is available at htty://h2o.enr.state.nc.us/
Lon 0, Cl;eek
is. The
Page 6 of 12
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: A portion of the property currently contains the existing Long
Creek Pumping Station. The remainder of the site is undeveloped Land conditions onsite
are moderately maintained grassy areas surrounded by trees Surrounding area features are
predominately rural with some residential commercial and industrial sites
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of the construction of a new sewage pumping station and force main to
replace the existing pumping station and force main constructed in the early 1970's The
new force main will be 24-inch ductile iron and will run parallel to the existing force main
alignment. The existing influent sewer upstream of the existing pumping station will be
enlarged to 48-inch and extended to the new pumping station location There are two stream
crossings included in this application: one stream associated with the new 48 inch influent
sewer and one with the new 24-inch force main Several types of construction equipment
will be used in the project including steel track back-hoes rubber tire front end loaders
tandem dump trucks, bulldozers and soil compactors
11. Explain the purpose of the proposed work: The purpose of the proposed work is to
construct a new raw sewage pumping station and force main that will provide reliable sewer
service to the Long Creek Basin in Mecklenburg County as well as to reduce the amount of
sanitary sewer overflows. As stated above the new facilities replace aged and under capacity
facilities originally constructed in the early 1970's
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A Nationwide Permit No 12 was obtained for the Long Creek Pumping Station/Highway 27
Pumping Station, Force Mains and Gravity Sewers on January 14, 2002 (Action ID No
200230694). Note that the scope of this new application is reduced from the original application
Only two stream crossings are requested under this application.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Yes, a separate, future request will be made for the stream crossings associated with Hi way 27
Pumping Station and Gravity Sewers As noted above these crossings were originally permitted
under the previous application. However, that portion of the work was removed from the scope
Page 7 of 12
of this project (included in this application) and will be constructed at a later date as a separate
project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Stream impacts shall be limited
to utility crossings. There are no wetlands directly impacted by this work. AU wetlands in the
vicinity of the project shall be flagged and all possible measures to reduce impacts to wetlands
will be implemented.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres (es/no linear feet
N/A N/A N/A N/A N/A N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list. impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma) linear feet Before Im act lease specify)
1 Stream Crossing 40 Long Creek Tributary 1 16 feet Perenniel
2 Stream Crossing 40 Unnamed Stream 12 feet Intermittent
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear. feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Page 8 of 12
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mat)guest.com. etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 80
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, cean, etc.
N/A N/A N/A N/A N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII, Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The location of the new pumping station was limited by floodwav and floodvlain boundaries and
local stream buffer requirements. Given these constraints, it was not possible to locate the
pumRing in a location that would avoid crossing Long Creek Tributary 1 with the extended
influent sewer. However, the location of the pumpingstation was chosen to avoid any wetland
impacts The installation of the new 24-inch force main was required to follow the existing force
main alignment in order to minimize impacts to adjacent properties and. No feasible alternative
route was identified that would avoid the stream crossing.
VIII. Mitigation
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
httv://h2o.enr.state.nc.us/ncwetlands/strmgide.htrnl.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wro/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify. N/A )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
N/A N/A N/A N/A
F Gone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Page 11 of 12
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI, Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
A sediment and erosion control plan will be implemented to minimize sediment discharge into
rivers and streams NC DENR issued a Letter of Approval for the sediment and erosion control
plan on March 8 2004, Project ID: MECKL-2001-034. Therefore, the pre- and post
development runoff will be the same
XII, Sewage Disposal (required by DWQ)
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.
No wastewater will be generated by this project A non-discharge permit was received for this
work through DWO The permit No is WQ0020120. Wastewater conveyed by this project will
be delivered into the Paw Creek collection system for ultimate disposal at the McAlpine Creek
WWTP.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
-,/// z
.4 ant/Agent's Signature /Date,'
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

Page Two
Acceptance and approval of this plan is conditioned upon your compliance with federal
and state water quality laws, regulations, and rules. In addition, local city or county ordinance or
rules may also apply to this land-disturbing activity. This approval does not supersede any other
permit or approval.
Please be aware that if one (1) acres or more is to be disturbed by this project, you will be
covered by the enclosed general stormwater permit NCGO1000 (Construction Activities). You
should first become familiar with all of the requirements for compliance with the enclosed
general permit.
Please note that this approval is based in part on the accuracy of the information provided
in the Financial Responsibility Form which you have provided. You are requested to file an
amended form if there is any change in the information included on the form. In addition, it
would be helpful if you notify this office of the proposed starting date for this project.
Your cooperation is appreciated.
Sincerely,
J a-" f 16,
Zahid S. Khan
Asst. Regional Engineer ,
cc: Brown and Caldwell
Inspections Dept.
MODIFICATIONS
The construction sequence must be followed very closely for installation and maintenance
of the erosion and sediment control measures.
2. Additional measures may be required along the sewer line if the proposed measures can
not function as intended.
ZSK/ae
t10*, s
NCDENR
North Carolina Department of Environment and
.l.cnae1 r- casiev, Governor
William G. Ross Jr., Secretary
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
June 2, 2004
Ms. Kathy Freeze, Assistant Contract Officer
Charlotte-Mecklenburg Utility Department
5100 Brookshire Boulevard
Charlotte, North Carolina 28216

J U N U 4 2004
1?ROWN A"n''AI:Db!'cLL
RE: LETTER OF APPROVAL WITH MODIFICATIONS
Project Name: Long Creek Pumping Station and Force Main
Project ID: MECKL-2001-034
Location: Mt. Holly Huntersville Road - Mecklenburg County
Submitted By: Brown and Caldwell
Date Received: May 26, 2004
New Submittal Revision X
River Basin: Catawba
Dear Ms. Freeze:
This office has reviewed the subject erosion and sedimentation control plan. We find the
plan to be acceptable with modifications and hereby issue this Letter of Approval with
Modifications. The Certificate of Approval must be posted at the job site. The Modifications
Required for Approval are listed on the attached page. This plan approval shall expire three (3)
years following the date of approval, if no land-disturbing activity has been undertaken, as is
required by Title 15A NCAC 4B .0029.
Title 15 NCAC 413 .0018(a) requires that a copy of the approved erosion control plan be on
file at the j6fi site. Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of
periodic inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 thru 66), this office may require revisions to the plan and implementation of the
revisions to insure compliance with the Act.
919 North Main Street, Mooresville, North Carolina 28115 One
NorthCarolina
Phone: [phone] FAX: [phone] Internet: www.enr.state.nc.us Natimally
Ez- :oporumrr - ?ffma:ive Action _moicyer - 50 % Pecyded',10 % Post Consumer Paper
Natural Resources

1
WCKLENBURG COUNTY
Department of Environmental Protection
March 9, 2001
Ms. Cynthia Winfield
Centralina Council of Governments
Post Office Box 35008
Charlotte, North Carolina 28235-5008
Re: Project Number 01-0503
Charlotte-Mecklenburg Utilities: Long Creek Pumping Station and Force Main
Dear Ms. Winfield:
The Mecklenburg County Department ofEnvironmental Protection C MCDEP") has reviewed the referenced
environmental assessment ("EA" ). We wish to make the following comments, which should be addressed
before the Record of Decision is issued:
Air Quality
? In accordance with the Mecklenburg County Air Pollution Control Ordinance ("MCAPCO")
Regulation 1.5108 - "Dust and Related Material" paragraphs (c),and (d) stipulate, in summary, that
reasonable precautions should be taken that dirt and dust from the roadway construction site not
become airborne, tracked onto the road, or transported from the site in a manner that it will become
airborne or tracked onto the road after loaded into a transportation vehicle.
? MCAPCO Regulations 1.5109 - "Nuisance" and 1.5110 - "Control and Prohibition of Odorous
Emissions" address the impact of odors and other nuisances on the public. As they pertain to this
project, odors caused by unearthing decaying biological materials should be addressed.
? As noted in the memorandum from Alan W. Klimek, Director of the North Carolina Division of Air
Quality, and noted in the Mecklenburg County EVEIS Guidelines, installation of fuel burning units,
such as generators and boilers, may require stationary source Air Quality permitting. This permitting
would be done through the Mecklenburg County Department of Environmental Protection. Unlike
--
the Comment in Nh.. Klimek's u ep em er 1999, open urmng is not ow ?n
Mecklenburg County according to the Mecklenburg County Fire Marshall.
? The developer of this EA did not follow MCDEP's EVEIS Guidelines. Many of the items listed are
noted in the referenced Guidelines.
PEOPLE • PRIDE • PROGRESS
700 North Tryon Street 9 Suite 205 0 Charlotte, North Carolina 28202-2236 0 [phone] • FAX [phone]
• mow./'
North Carolina
Department of Administration
Michael F. Easley, Governor Gwynn T. Swinson, Secretary
March 29, 2001
Mr. Milt Rhodes
N.C. Dept. of Env. & Nat. Resources
Division of Water Quality
Archdale Bldg. - 1617 Mail Serv. Ctr.
Raleigh, NC 27699-1617
Dear Mr. Rhodes:
Re: SCH File # 01-E-4300-0503; Environmental Assessment/Finding of No Significant Impact
Charlotte Mecklenburg Utilities - Proposed Long Creek Pumping Station and Force Main
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina Environmental Policy Act.
Attached to this letter are comments made by agencies in the course of this review. Because of the
nature of the comments, it has been determined that no further State Clearinghouse review action on
your part is needed for compliance with the North Carolina Environmental Policy Act. The attached
comments should be taken into consideration in project development. Please note that the Mecklenburg
County Department of Environmental Protection has requested that their comments be addressed. A
response to their concerns with a copy to this office is recommended during the project development
phase.
Best regards.
Sincerely,
Ms, s Baggett
Environmental. Policy A- pi-Coordinator
Attachments
cc: Region F
116 West Jones Street Raleigh, North Carolina 27603-8003 Telephone [phone]
An Equal Opportunity / Affumetive Action Employer
. , , ,
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1
April 17, 2001
John B. Fulmer, Jr.
Brown and Caldwell
200 Providence Road, Suite 204
Charlotte, North Carolina 28207
Kerr T. Stevens, Director
Division of Water Quality
Re: SCH File #01-E-4300-0503, DWQ #12858, Long Creek Pumping Station and Force
Main, Mecklenburg County
Dear Mr. Fulmer.
On March 29, 2001, the State Clearinghouse deemed the North Carolina Environmental
Policy Act review on the above project complete (see attached letter from the Clearinghouse). It
is now acceptable to proceed with your permit applications through the Division of Water
Quality for the proposed project. No further actions on the Environmental Assessment are
required, however, please respond to the concerns identified by the Mecklenburg County
Department of Environmental Protection during the project development phase.
If there is anything I can assist you with, please do not hesitate to give me a call at (919)
733-5083, ext. 366.
Sincerely,
IIWZ46??
Milt Rhodes
Watershed Planner
enclosure (SCH letter)
cc: Kim Colson, NPDES Permitting Unit (w/o SCH Letter)
Rex Gleason, Mooresville Regional Office (w/o SCH Letter)
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]

APR 2 , 2001
Michael F. Easley
Governor
G. Ron Jr.
BROWN AND CALDWELL Department of Environment and NaWilliam
tural Resources

MW
Customer Service
1800 623-7748
. . . f
FINDING OF NO SIGNIFICANT IMPACT
Environmental Assessment for the
Long Creek Pumping Station and Force Main
RECEIVED
t 7AY - 1001
BROWN AND CALDWEL
Charlotte-Mecklenburg Utilites, Mecklenburg County
F,ebrum? 15,- 2001
An environmental assessment (EA) has been prepared pursuant to the requirements of the
North Carolina Environmental Policy Act, for the proposed Long Creek Pumping Station and
Force Main in Mecklenburg County. A new pumping station, force main and equalization
storage facility at the Long Creek pumping station site operated by Charlotte-Mecklenburg
Utilities (CMLT) in northern Mecklenburg County is proposed -for construction. The pumping
station and force main will be designed to accommodate projected flows. Additionally, a new
force main will be constructed to the Clariant Wastewater Treatment Plant (WWTP). This will
divert as much as 2 million gallons a day from the downstream collection system to the Clariant
WWTP.
This project is located within the Long Creek basin, the Paw Creek Basin and the Catawba
Basin. The Long Creek Basin consists primarily of low to medium density residential devel-
opment and industrial development. The Catawba River Basin is largely undeveloped, but does
include small . pockets of low density residential development. Development in the Paw Creek
Basin is concentrated on the east side of the basin where there is mostly single family residential
and office/mdustrial. The western side of the basin remains largely undeveloped All basins are
expected to experience residential and non-residential development for the next 25 years.
A new pumping station will be constructed adjacent to the location of the existing Long
Creek Pumping Station. The station will be designed to accommodate flows projected through
the year 2015, with provisions to add pumping capacity for flows anticipated through 2025. The
pumping station and yard piping construction area will cover approximately 17 acres. The
permanent pumping station site will cover approximately 5 acres. Wastewater flows will be
delivered to the Paw Creek collection system. Capacity issues exist at the Paw Creek collection
system and will limit the amount of flow from the Long Creek Pumping Station. Storage
facilities are to be constructed at the new station to address this problem. As flows to the Long
Creek Pumping Station increase (wet weather) beyond the receiving capacity of the Paw Creek
system, the excess flow will be pumped to the storage facilities. Subsequently, as flows decrease
and the capacity becomes available downstream, the stored flow will be fed back to the pumping
station and pumped to the Paw Creek system. The project also includes a force main that will
start at the new pump station and follow a contour around wetlands in the area to the existing
easement.
This project is expected to reduce sewage spills in the interceptor, at the pumping station and
further downstream in the Paw Creek Basin. Additionally, the above ground force main from the
new pumping station to the Clariant Corporations WWTP will provide the ability to pump some
flow to the Clariant WWTP, further reducing the impact on facilities downstream of the Long

SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. Not applicable
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE MIPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA
DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT
WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM,
OWNER'S/AGENT'S SIGNATURE
DATE
(AGENTS SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED).
4
G:\18362 - Lana Creek 2\WP\Pennit Aoolications\Wetlands 401.404\401 Permit Anolication.doc
. ., ,

15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: May 1999
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO)
REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY
BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED September 2,1999.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES ® NO C] (IF NO, GO TO 16)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ® NO
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES C] NO
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND
38). ALL STREAM (INTERNIITTENT AND PERMANENT) ON THE PROPERTY MUST BE
SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH
EQUALS 100 FEET OF THEIR EQUIVALENT. See attached
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT. Not available
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. Not applicable
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Rural, residential, commercial,
industrial
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
Gravity collection to Charlotte-Mecklenburg Utilities Treatment Plant
GA18362 - Lone Creek 2\WP\Permit Annlications\Wetlands aot.aoeWr Permit An Vrst;n ate.

S. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES 0 NO ® IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT
AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES 0 NO 0 IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 42 acres
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
1.6 acres
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION: 1.6 acres
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 1.6 acres
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: FT AFTER:
WIDTH BEFORE (based on normal high water contours): FT
AVERAGE DEPTH BEFORE: FT AFTER:
(b) (2). STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: $ CONSTRUCTION OF A DAM/FLOODING:
OTHER: _
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
The proposed project is to construct a gravity interceptor, two pumping stations, and two force
mains (see project map). Several types of construction equipment will be used In the project
including steel track back-hoes, rubber tire front end loaders, tandem dump trucks, bulldozers, and
soil compactors.
13. PURPOSE OF PROPOSED WORK:
The purpose of this project Is to provide reliable sewer service to the Long Creek Basin in
Mecklenburg County.
--- 4. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
Wetlands impacts are required for this project. In order to provide sewer service to the residents of
the Long Creek Basin, it is unavoidable that the pipelines will intersect existing wetlands. However,
this project includes measures to minimize wetlands impact. The first being application of an
Erosion and Sediment Control Plan as outlined by the North Carolina Department of Land
Resources. Secondly, all permanent rights-of-way for pipelines passing through wetlands will be
reduced from 15 feet to 10 feet.
rMI A964 - I An& rm.k 7%WP%Permit A-HratAna\Weflanda dnl.dndWnl Permit Annlirafinn dne
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED #12
1. OWNER'S NAME: Charlotte-Mecklenburg Utilities
2. MAILING ADDRESS:
5100 Brookshire Boulevard
Charlotte, NC 28216
SUBDIVISION: Not Applicable
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
This project is located in the Long Creek basin in northwestern Mecklenburg County. See attached
vicinity map.
3. TELEPHONE NUMBER: (HOME)
(WORK) [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Mr. Thomas W. Howard
Charlotte-Mecklenburg UtiHdes
5100 Brookshire Boulevard
Charlotte, North Carolina 28216
Phone: [phone] Fax: [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Mecklenburg NEAREST TOWN: Charlotte
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) See vicinity map.
6. IMPACTED OR NEAREST STREAM/RIVER: Catawba River RIVER BASIN: Catawba River
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES E) NO ® IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
. MANAGEMENT AREA-OF ENVIRONMENTAL CONCERN-(AEC)?-Y£S O NO ® .
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
Not applicable.
1
G A18362 - Long Creek 2\WP\Pennit Applications\Wetlands 4014044401 Pennit Application.doc
. I, ,

Mr. Steve Chapin
March 9, 2001
Page 3
40 x 6 feet 0.01
40 x 30 feet 0.03
40 x 70 feet 0.06
20 x 20 feet 0.01
40 x 5 feet 0.01
40 x 10 feet 0.01
Brookmere Trunk
40 x 12 feet 0.01
40 x 66 feet/2 0.03
40 x 48 feet/2 0.02
40 x 90 feet/2 0.04
40 x 40 feet/2 0.02
40 x 80 feet/2 0.04
40 x 45 feet 0.04
40 x 30 feet 0.03
Total
1.60
The Long Creek pumping station and force main impacts only 0.01 acres of wetlands via an
intermittent stream crossing. If the project is constructed in the summer or fall, this stream
will probably have no active flow.
It is our understanding that written concurrence from the North Carolina Department of
Environment and Natural Resources is not required provided that the project complies with
the all conditions in the General Certification and Nationwide 12. If this is not applicable in
this situation, please advise the appropriate form of action. Otherwise, we anticipate a
response from your office within 30 days of receipt of this application package.
Thank you for your attention. If I can be of any assistance in this matter please do not hesitate
to contact me at [phone].
Very truly yours,
X(BRO WFulmner, _ LL
Engineer
Associate
JF:dm
Enclosures
r-102- 1 ..... I%UM\1 .-W fl11 - t-4-in - W-1-A. o.....:6 d....

Mr. Steve Chapin
March 9, 2001
Page 2
Table 1. Stream crossings and Wetland Impacts
neade to Long Creek
40 x 45 feet 0.04
NC 27 to Riverside Drive and to Riverhaven Drive (West Interceptor)
40 x 15 feet 0.01
40 x 45 feet 0.04
40 x 15 feet 0.01
40 x 20 feet 0.02
40 x 12 feet 0.01
40 x 65 feet 0.06
Riverside Drive to Rozzelles Ferry R oad (East Interceptor)
40 x 30 feet 0.03
40 x 155 feet 0.14
40 x 275 feet (less 30 x 10 ft) 0.25
40 x 80 feet 0.07
40 x 90 feet/2 0.04
40 x 160 feet 0.15
40 x 80 feet/2 0.04
40 x 120 feet/2 0.06
40 x 175 feet/2 0.08
8x50 feet 0.01
40 x 20 feet 0.02
40 x 20 feet 0.02
40 x 25 feet 0.02
40 x 25 feet 0.02
40 x 5 feet 0.01
40 x 3 feet 0.01
40 x 3 feet 0.01
40 x 20 feet 0.02
40 x 8 feet 0.01
40 x 12 feet 0.01
_4IIx5_feet -0.
40 x 5 feet 0.01
20 x 5 feet 0.01
n.?. eea•. • _.... n..?? e?wDV ?N..a\t Ait _ (`L.nin _ WeH.nA. Pertnit.dac
, !

B R O W N AND
C A L D W E L L
March 9, 2001
Mr. Steve Chapin
Project Manager
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Subject: Long Creek Pumping Station/Highway 27 Pumping
Station, Force Mains and Gravity Sewers -
401/404 Certification
CMUD Project Number: 622-97-682
Dear Mr. Chapin:
18362-780
Enclosed please find a permit application, drawings, topographic map (U5GS: Mountain
Island Lake 1993 and Mount Holly 1993) and project map for above referenced project. This
project includes the construction of a gravity sewer collection system, two pumping stations,
and two force mains in the Long Creek basin in northwestern Mecklenburg County (see
attached project map). The wetlands and stream crossings are shown on the enclosed
drawings. We wish to apply for certification under the Nationwide 12 Permit: Utility Line
Backfill and Bedding Certification.
Jurisdictional waters in this project include both wetlands and stream crossings. Wetlands
were avoided where possible on the right-of-way layout. However, it was impossible to avoid
all wetlands. Wetland areas on this project were identified and marked by James Matthews,
Ph.D. of Habitat Assessment and Restoration Program, Inc. (HARP, Inc., Newell, North
Carolina). The location and size of the wetland impacts and stream crossings are shown on
the enclosed drawings. The construction right-of-way for the different sized pipes is:
8-inch = 35 feet 10-inch = 35 feet 16-inch = 35 feet 24-inch = 40 feet
At creek crossings, the construction right-of-way will be, at a maximum, 40 feet. The
standard permanently maintained right-of-way for this project will be 15 feet. However, in
wetlands, this will be reduced to 10 feet. Charlotte-Mecklenburg Utilities will post signs in
wetlands areas to inform their mowers. Additionally, it should be noted that all crossings will
be made at or near 90-degree angles.
The total stream crossings and wetland impacts for this project is 1.6 acres. Table 1 lists the
tributary crossings and wetlands impacts from north to south for the Highway 27 Pumping
Station, Force Main, and Catawba gravity sewer. In some instances the toe of the slope could
be used for part of the right-of-way, or the right-of-way was through a linear wetland for only
half the width. This allowed calculations to be reduced, as shown by a half. Stream crossings
were taken at the maximum 40 feet width, although the right-of-way may not be 40 feet. The
35 feet right-of-way (discussed above) approximates the allowed 40 feet.
Environmental Engineering And Consulting
200 PROVIDENCE ROAD, SUITE 204, CHARLOTTE, NC 28207
[phone] FAX [phone]
GAI8362 - Lona Creek 2\WPU.ettenVA31 - Chapin - Wetlands Permit•doc

Permit Number: 200130694
Permit Type: NWP 12
Name of County: Mecklenburg
Name of Permittee: CMUD
Date of Issuance: 01/14/02
Upon completion of the activity authorized by this permit and any mitigation
required by the permit, sign this certification and return it to the following
address:
U.S. Army Corps of Engineers
Attention: CESAW-RG-A
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
PLEASE NOTE THAT THIS INFORMATION IS VERY IMPORTANT AND MUST BE SUBMITTED.
Please note that your permitted activity is subject to a compliance inspection
by an U.S. Army Corps of Engineers representative. If you fail to comply with
this permit you are subject to permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has
been completed in accordance with the terms and conditions of the said permit,
and required mitigation was completed in accordance with the permit
conditions.
Signature of Permittee
Date

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200230694 County Mecklenburg
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: Charlotte-Mecklenburg Utility Department
Address: 5100 Brookshire Blvd.
Charlotte, NC 28216
Telephone No.:
Size and Location of project (water body, road name/number, town, etc.):
Long Creek Pumping Station/Hwy 27 Pumping Station, Force Mains, and Gravity Sewers
CMUD Project Number 622-97482; west of Charlotte and just east of Mt. Holly
Description of Activity:
Construct a gravity interceptor, two pumping stations, and 2 sanitary sewer mains (totalling
approx. 40,000 LF of line) on the east side of the Catawba River, from the Mountain Island
Lake dam south to NC 27. The project will require approx. 23 stream crossings (unnamed
tributaries) and will temporarily impact approx. 1.11 acres of wetlands. The purpose of the
project is to provide reliable sewer service to the Long Creek basin.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
12 Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is
accomplished in strict accordance with the attached conditions and your submitted plans. If your actividy is
subject to Section 404 (if Section 404 block above is checked), before beginning work you must also receive a
Section 401 water quality certification from the N.C. Division of Environmental Management, telephone (919)
733-1786. For any activity within the twenty coastal counties, before beginning work you must contact the
N.C. Division of Coastal Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the
conditions of the RGTP or the Nwp - fete-need ohrwo may subject the -permittee -to --- stop work order, _a.
restoration order, and/or appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or
Nationwide Permit, please contact the Corps Regulatory Official specified below.
Date_ January 14, 2002
Corps Regulatory Official Steve Chapin Telephone No. [phone]
Expiration Date of Verification February 11, 2003
cc: Brown and Caldwell
i JUVAI xm; I - J44" Lamm k" Lq? SAMI
A 1 r% r1 t'O1 &°1 _ a I _ ¦ ¦
Feet
0 625 1,250 2,500 3,750 5,000
Site Plan
l wa
Parcel Boundary
Existing Long Creek
Stream Impact
Pumping Station Number 1
New Long Cre ek / Stream Impact
Pumping Station r
Lortq:aeek T, Number 2
Pumping Station
Axes Road New Long Creek
/ Force Main
f

l vo,? Legend
,%y rho
bng_streams
?t
long creek fm

Feet
0 1,900 3,800 7,600 11,400 15,200
Vicinity Ma
N
/V
Feet
0 20,000 40,000 80,000 120,000 160,000
309 East Morehead Street
Suite 160
Charlotte, North Carolina 28202
BROWN AND
C A L D W E L L
Tel: [phone]
Fax: [phone]
www.brownandcaldwell.com
April 12, 2004
?lp?NDS 1401 GROUP
2.004
APR 13
. RQUAI,IN S?CC?1Dt?
Mr. Mike Horan !
'f 06f)w
Environmental Technician
Division of Water Quality
North Carolina Department of Environment and Natural Resources
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604 18362-720
Subject: Long Creek Pumping Station
401/404 Certification
CMUD Project Number: 622-97-682
Dear Mr. Horan:
Enclosed please find two courtesy copies of a new Nationwide Permit
Application, drawings, vicinity map, site map, NRCS soils map, USGS
topographic map, and a previously submitted application as well as approved
permits for above referenced project. This project includes the construction of a
gravity sewer, a pumping station, and force main in the Long Creek basin in
northwestern Mecklenburg County (see attached vicinity and site maps). The
stream crossings are shown on the enclosed drawings. We are applying for
certification under the Nationwide Permit 12: Utility Line Discharges
It is our understanding that written concurrence from the North Carolina
Department of Environment and Natural Resources is not required provided that
the project complies with all conditions in the General Certification Conditions
(GC3374) and Nationwide 12. If this is not applicable in this situation, please
advise the appropriate form of action.
Thank you for your attention. If I can be of any assistance in this matter, please
do not hesitate to contact me at [phone].
Very truly yours,
BROWN AND CALDWELL
Travis B. Wagner
TBW:dm
Enclosures
P:\18362 - Long Creek 2\WP\Letters\L077 - Horan - 404 Permit.doc
E n v i r o n m e n t a l E n g i n e e r s & C o n s u l t a n t s
309 East Morehead Street
Suite 160
Charlotte, North Carolina 28202
Tel: [phone]
Fax: [phone]
www.brownandcaldwell.com
April 12, 2004 0 4 0
R
Ms. Amanda Jones
Project Manager
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Subject: Long Creek Pumping Station
401/404 Certification
CMUD Project Number: 622-97-682
Dear Ms. Jones:
WETLANDS / 401 GROUP
APR 13 2004
WATER QUALITY SECTION
18362-720
Enclosed please find a new permit application, drawings, vicinity map, site map,
NRCS soils map, USGS topographic map, and previously submitted application
as well as approved permits for above referenced project. This project includes
the construction of a gravity sewer, a pumping station, and force main in the Long
Creek basin in northwestern Mecklenburg County (see attached vicinity and site
maps). The stream crossings are shown on the enclosed drawings. We wish to
apply for certification under the Nationwide Permit 12: Utility Line Discharges
An application was previously submitted for this project and approved on January 14,
2002. Since that time, the scope of the project has been reduced and the number
of stream crossings and wetland impacts has been reduced significantly. It is
Charlotte-Mecklenburg Utilities intent to construct those facilities at a later date.
At that time a separate permit application will be submitted for those stream
crossings and wetland impacts removed from the original application. Currently,
no date has been set for construction of those facilities, which is why they are not
included in this application.
Jurisdictional waters in this project include stream crossings. To the extent
possible, stream crossings were minimized but not completely avoidable. Effects
to streams were kept to a minimum however. Wetland areas in the vicinity of this
project were identified and marked by James Matthews, Ph.D. of Habitat
Assessment and Restoration Program, Inc. (HARP, Inc., Newell, North Carolina).
The location of the wetlands near the project is shown on the enclosed drawings.
Any wetlands in the vicinity of the project shall be flagged and all possible
measures to reduce impacts to wetlands will be implemented.
At creek crossings, the construction right-of-way will be, at a maximum, 40 feet.
The standard permanently maintained right-of-way for the influent sewer and
force main will be 30 feet and 17.5 feet, respectively. However, near stream
P:\18362 - Long Creek 2\WP\Letters\L076 - Jones - 404 Permit.doc
Ms. Amanda Jones
April 12, 2004
Page 2
crossings, this will be reduced to a maximum of 10 feet. This 10-foot right of
way will be maintained to a distance of 10 feet beyond the top of bank of the
stream. Charlotte-Mecklenburg Utilities will post signs in wetlands areas to
inform their mowers. Additionally, all efforts were made to keep stream
crossings at or near 90 degrees.
The total stream impacts for this project are 80 feet. Table 1 lists the tributaries
and length of impacts for each.
Table 1. Stream
Long Creek Tributary 1
Unnamed Stream
Total
40 feet
40 feet
80 feet
It is our understanding that written concurrence from the North Carolina
Department of Environment and Natural Resources is not required provided that
the project complies with the all conditions in the General Certification
Conditions (GC3374) and Nationwide 12. If this is not applicable in this
situation, please advise the appropriate form of action. Otherwise, we anticipate a
response from your office within 30 days of receipt of this application package.
Thank you for your attention. If I can be of any assistance in this matter please do
not hesitate to contact me at [phone].
Very truly yours,
BROWN AND CALDW LL
Scott A. Hall
SAH:dm
Enclosures
PA18362 - Long Creek 2\WP\Letters\L076 - Jones - 404 Permit.doc
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Charlotte-Mecklenburg Utilities, Tom Howard Project Manager
Mailing Address: 5100 Brookshire Boulevard
Charlotte, NC 28216
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: THowarWnci.charlottemc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Scott Hall
Company Affiliation: Brown and Caldwell
Mailing Address: 309 East Morehead Street Suite 160
Charlotte, NC 28202
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: SHallnn brwncald.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Long Creek Pumping Station
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 053-061-01
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): Not Applicable
Directions to site (include road numbers, landmarks, etc.):
From Charlotte: I-85S to Sam Wilson Rd: North on Sam Wilson Road to Moore's Chapel
Rd: Left onto Moore's Chapel Rd: Right onto Hawfield Road: Continue to pump station
access road and gate at end of Hawfield Rd.
5. Site coordinates, if available (UTM or Lat/Long):
Pumping Station N 35° 16.825' W 81° 0.107'
Stream Crossing 1 N 35° 16.885' W 81° 0.031'
Stream Crossing 2 N 35° 16.764' W 80° 59.715'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Pumping Station Site (Easement) = 10.5 Acres
Force Main Permanent Easement Width = 3.30 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Catawba River
8. River Basin: Catawba River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6of12
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: A portion of the property currently contains the existing Long
Creek Pumping Station. The remainder of the site is undeveloped. Land conditions onsite
are moderately maintained grassy areas surrounded by trees. Surrounding area features are
predominately rural with some residential, commercial, and industrial sites.
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of the construction of a new sewage pumping station and force main to
replace the existing pumping station and force main constructed in the early_ 1970's. The
new force main will be 24-inch ductile iron and will run parallel to the existing force main
alignment. The existing influent sewer upstream of the existing _bumping station will be
enlarged to 48-inch and extended to the new pumping station location. There are two stream
crossings included in this application: one stream associated with the new 48-inch influent
sewer and one with the new 24-inch force main. Several types of construction 2guipment
will be used in the project including steel track back-hoes, rubber tire front end loaders,
tandem dump trucks, bulldozers, and soil compactors.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to
construct a new raw sewage pumping station and force main that will provide reliable sewer
service to the Long Creek Basin in Mecklenburg County as well as to reduce the amount of
sanitary sewer overflows. As stated above, the new facilities replace aged and under capacity
facilities originally constructed in the early 1970's.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A Nationwide Permit No 12 was obtained for the Long Creek Pumping Station/Hi wa?27
Pumping Station, Force Mains, and Gravity Sewers on January 14, 2002 (Action ID No.
200230694). Note that the scope of this new application is reduced from the original application.
Only two stream crossings are requested under this application.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Yes, a separate, future request will be made for the stream crossings associated with Highway 27
Pumping Station and Gravity Sewers. As noted above, these crossings were originally permitted
under the previous application. However, that portion of the work was removed from the scope
Page 7 of 12
of this project (included in this application) and will be constructed at a later date as a separate
project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Stream impacts shall be limited
to utility crossings. There are no wetlands directly impacted by this work. AU wetlands in the
vicinity of the project shall be flagged and all possible measures to reduce impacts to wetlands
will be implemented.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
N/A N/A N/A N/A N/A N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact especify)
1 Stream Crossing 40 Long Creek Tributary 1 16 feet Perenniel
2 Stream Crossing 40 Unnamed Stream 12 feet Intermittent
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Page 8 of 12
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tot)ozone.com.
www.mapauest.com. etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 80
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) ) (lake, pond, estuary, sound,
indicate on ma acres bay, cean, etc.
N/A N/A N/A N/A N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The location of the new Dumnine station was limited by floodwav and floodnlain boundaries and
local stream buffer requirements. Given these constraints, it was not possible to locate the
pumping in a location that would avoid crossing Long Creek Tributary lwith the extended
influent sewer. However, the location of the pumping station was chosen to avoid any wetland
impacts. The installation of the new 24-inch force main was required to follow the existing force
main alignment in order to minimize impacts to adjacent properties and. No feasible alternative
route was identified that would avoid the stream crossing
VIII. Mitigation
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A 1?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier
I Required
Mitigation
N/A N/A N/A N/A
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Page 11 of 12
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
A sediment and erosion control plan will be implemented to minimize sediment discharge into
rivers and streams. NC DENR issued a Letter of Approval for the sediment and erosion control
plan on March 8, 2004, Project ID: MECKL-2001-034. Therefore, the pre- and post
development runoff will be the same.
XII. Sewage Disposal (required by DWQ)
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.
No wastewater will be generated by this project. A non-discharge permit was received for this
work through DWQ. The permit No. is W00020120. Wastewater conveyed by this project will
be delivered into the Paw Creek collection system for ultimate disposal at the McAlpine Creek
WWTP.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
--'// / z
A1' ant/Agent's Signature /bate /
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200230694 County Mecklenburg
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: Charlotte-Mecklenburg Utility Department
Address: 5100 Brookshire Blvd.
Charlotte, NC 28216
Telephone No.:
Size and Location of project (water body, road name/number, town, etc.):
Long Creek Pumping Station/Hwy 27 Pumping Station, Force Mains, and Gravity Sewers
CMUD Project Number 622-97-682; west of Charlotte and just east of Mt. Holly
Description of Activity:
Construct a gravity interceptor, two pumping stations, and 2 sanitary sewer mains (totalling
approx. 40,000 LF of line) on the east side of the Catawba River, from the Mountain Island
Lake dam south to NC 27. The project will require approx. 23 stream crossings (unnamed
tributaries) and will temporarily impact approx. 1.11 acres of wetlands. The purpose of the
project is to provide reliable sewer service to the Long Creek basin.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C.1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
12 Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is
accomplished in strict accordance with the attached conditions and your submitted plans. If your activitiy is
subject to Section 404 (if Section 404 block above is checked), before beginning work you must also receive a
Section 401 water quality certification from the N.C. Division of Environmental Management, telephone (919)
733-1786. For any activity within the twenty coastal counties, before beginning work you must contact the
N.C. Division of Coastal Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the
conditions of the RGP or the NWP referenced above may subject er, a_
restoration order, and/or appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or
Nationwide Permit, please contact the Corps Regulatory Official specified below.
Date January 14, 2002
Corps Regulatory Official Steve Chapin Telephone No. [phone]
Expiration Date of Verification February 11, 2003
cc: Brown and Caldwell

Permit Number: 200130694
Permit Type: NWP 12
Name of County: Mecklenburg
Name of Permittee: CMUD
Date of Issuance: 01/14/02
Upon completion of the activity authorized by this permit and any mitigation
required by the permit, sign this certification and return it to the following
address:
U.S. Army Corps of Engineers
Attention: CESAW-RG-A
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
PLEASE NOTE THAT THIS INFORMATION IS VERY IMPORTANT AND MUST BE SUBMITTED.
Please note that your permitted activity is subject to a compliance inspection
by an U.S. Army Corps of Engineers representative. If you fail to comply with
this permit you are subject to permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has
been completed in accordance with the terms and conditions of the said permit,
and required mitigation was completed in accordance with the permit
conditions.
Signature of Permittee
Date

B R O W N AND
C A L D W E L L
March 9, 2001
Mr. Steve Chapin
Project Manager
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Subject: Long Creek Pumping Station/Highway 27 Pumping
Station, Force Mains and Gravity Sewers -
401/404 Certification
CMUD Project Number: 622-97-682
Dear Mr. Chapin:
18362-780
Enclosed please find a permit application, drawings, topographic map (USGS: Mountain
Island Lake 1993 and Mount Holly 1993) and project map for above referenced project. This
project includes the construction of a gravity sewer collection system, two pumping stations,
and two force mains in the Long Creek basin in northwestern Mecklenburg County (see
attached project map). The wetlands and stream crossings are shown on the enclosed
drawings. We wish to apply for certification under the Nationwide 12 Permit: Utility Line
Back f ll and Bedding Certification.
Jurisdictional waters in this project include both wetlands and stream crossings. Wetlands
were avoided where possible on the right-of-way layout. However, it was impossible to avoid
all wetlands. Wetland areas on this project were identified and marked by James Matthews,
Ph.D. of Habitat Assessment and Restoration Program, Inc. (HARP, Inc., Newell, North
Carolina). The location and size of the wetland impacts and stream crossings are shown on
the enclosed drawings. The construction right-of-way for the different sized pipes is:
8-inch = 35 feet 10-inch = 35 feet 16-inch = 35 feet 24-inch = 40 feet
At creek crossings, the construction right-of-way will be, at a maximum, 40 feet. The
standard permanently maintained right-of-way for this project will be 15 feet. However, in
wetlands, this will be reduced to 10 feet. Charlotte-Mecklenburg Utilities will post signs in
wetlands areas to inform their mowers. Additionally, it should be noted that all crossings will
be made at or near 90-degree angles.
The total stream crossings and wetland impacts for this project is 1.6 acres. Table 1 lists the
tributary crossings and wetlands impacts from north to south for the Highway 27 Pumping
Station, Force Main, and Catawba gravity sewer. In some instances the toe of the slope could
be used for part of the right-of-way, or the right-of-way was through a linear wetland for only
half the width. This allowed calculations to be reduced, as shown by a half. Stream crossings
were taken at the maximum 40 feet width, although the right-of-way may not be 40 feet. The
35 feet right-of-way (discussed above) approximates the allowed 40 feet.
Environmental Engineering And Consulting
200 PROVIDENCE ROAD, SUITE 204, CHARLOTTE, NC 28207
[phone] FAX [phone]
G:\18362 - Long Creek 2\WP\Letters\LO31 - Chapin - Wetlands Permit doc

Mr. Steve Chapin
March 9, 2001
Page 2
Table 1. Stream crossings and Wetland Impacts
neade to Long Creek
40 x 45 feet 0.04
NC 27 to Riverside Drive and to Riverhaven Drive (West Interceptor)
40 x 15 feet 0.01
40 x 45 feet 0.04
40 x 15 feet 0.01
40 x 20 feet 0.02
40 x 12 feet 0.01
40 x 65 feet 0.06
Riverside Drive to Rozzelles Ferry R oad (East Interceptor)
40 x 30 feet 0.03
40 x 155 feet 0.14
40 x 275 feet (less 30 x 10 ft) 0.25
40 x 80 feet 0.07
40 x 90 feet/2 0.04
40 x 160 feet 0.15
40 x 80 feet/2 0.04
40 x 120 feet/2 0.06
40 x 175 feet/2 0.08
8x50 feet 0.01
40 x 20 feet 0.02
40 x 20 feet 0.02
40 x 25 feet 0.02
40 x 25 feet 0.02
40 x 5 feet 0.01
40 x 3 feet 0.01
40 x 3 feet 0.01
40 x 20 feet 0.02
40 x 8 feet 0.01
40 x 12 feet 0.01
---40--x-5feet_____-_- . __ -._0.01 ----- .
40 x 5 feet 0.01
20 x 5 feet 0.01
GAI8362 - Long Creek 2\WP\Letters\L031 - Chapin - Wetlands Permit.doc

Mr. Steve Chapin
March 9, 2001
Page 3
Section
Catawba Kiver Flantanon i runK
40 x 6 feet 0.01
40 x 30 feet 0.03
40 x 70 feet 0.06
20 x 20 feet 0.01
40 x 5 feet 0.01
40 x 10 feet 0.01
Brookmere Trunk
40 x 12 feet 0.01
40 x 66 feet/2 0.03
40 x 48 feet/2 0.02
40 x 90 feet/2 0.04
40 x 40 feet/2 0.02
40 x 80 feet/2 0.04
40 x 45 feet 0.04
40 x 30 feet 0.03
Total Acreage
1.60
The Long Creek pumping station and force main impacts only 0.01 acres of wetlands via an
intermittent stream crossing. If the project is constructed in the summer or fall, this stream
will probably have no active flow.
It is our understanding that written concurrence from the North Carolina Department of
Environment and Natural Resources is not required provided that the project complies with
the all conditions in the General Certification and Nationwide 12. If this is not applicable in
this situation, please advise the appropriate form of action. Otherwise, we anticipate a
response from your office within 30 days of receipt of this application package.
Thank you for your attention. If I can be of any assistance in this matter please do not hesitate
to contact me at [phone].
Very truly yours,
_ _.-BRO AND CAL - LL
ohn B. ( ay) Fulmer, Jr.
Associate Engineer
JF:dm
Enclosures
G:\18362 - Long Creek 2\WP\Letters\L031 - Chapin - Wetlands Pemtit.doc
DWQ ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED #12
1. OWNER'S NAME: Charlotte-Mecklenburg Utilities
2. MAILING ADDRESS:
5100 Brookshire Boulevard
Charlotte, NC 28216
SUBDIVISION: Not Applicable
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
This project is located in the Long Creek basin in northwestern Mecklenburg County. See attached
vicinity map.
3. TELEPHONE NUMBER: (HOME) (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Mr. Thomas W. Howard
Charlotte-Mecklenburg Utilities
5100 Brookshire Boulevard
Charlotte, North Carolina 28216
Phone: [phone] Fax: [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Mecklenburg NEAREST TOWN: Charlotte
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) See vicinity map.
6. IMPACTED OR NEAREST STREAM/RIVER: Catawba River RIVER BASIN: Catawba River
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [] NO ® IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA- OF ENVIRONMENTAL CONCERN (AEC)?-YES 0 NO-®.._ _
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
Not applicable.
1
G:\18362 - Long Creek 2\WP\Pcnrdt Applications\Wetlands 401-404\401 Pennit Application.doc

8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES [:] NO ® IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT
AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO ® IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 42 acres
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
1.6 acres
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION: 1.6 acres
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 1.6 acres
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: FT AFTER:
WIDTH BEFORE (based on normal high water contours): FT
AVERAGE DEPTH BEFORE: FT AFTER:
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: Y
CHANNEL EXCAVATION: X CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
The proposed project is to construct a gravity interceptor, two pumping stations, and two force
mains (see project map). Several types of construction equipment will be used in the project
including steel track back-hoes, rubber tire front end loaders, tandem dump trucks, bulldozers, and
soil compactors.
13. PURPOSE OF PROPOSED WORK:
The purpose of this project is to provide reliable sewer service to the Long Creek Basin in
Mecklenburg County.
STATE REASONS WHY-IT-IS-BELIEVED THAT THIS ACTIVITY- MUST- BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
Wetlands impacts are required for this project. In order to provide sewer service to the residents of
the Long Creek Basin, it is unavoidable that the pipelines will intersect existing wetlands. However,
this project includes measures to minimize wetlands impact. The first being application of an
Erosion and Sediment Control Plan as outlined by the North Carolina Department of Land
Resources. Secondly, all permanent rights-of-way for pipelines passing through wetlands will be
reduced from 15 feet to 10 feet.
2
G:\18362 - Long Creek 2\WP\Permit Applications\Wetlands 401-404\401 Permit Application.doc

15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: May 1999
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO)
REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY
BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED September 2, 1999.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES ® NO ? (IF NO, GO TO 16)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ® NO E]
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES E3NO
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND
38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE
SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH
EQUALS 100 FEET OF THEIR EQUIVALENT. See attached
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT. Not available
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. Not applicable
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Rural, residential, commercial,
industrial
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
Gravity collection to Charlotte-Mecklenburg Utilities Treatment Plant
GA18362 - Long Creek 2\WP\Pemvt Applications\Wetlands 401-404\401 Permit Applicadon.doc

1
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. Not applicable
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA
DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT
WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM,
OWNER'S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED).
4
GA18362 -Long Creek 2\WP\Permit Applications\Wetlands 401-404\401 Permit Application.doc
?i
FINDING OF NO SIGNIFICANT IMPACT RECEIVED
P' .AY -22001
Environmental Assessment for the
Long Creek Pumping Station and Force Main BROWN AND CALDWELL
Charlotte-Mecklenburg Utilites, Mecklenburg County
-
February , --
An environmental assessment (EA) has been prepared pursuant to the requirements of the
North Carolina Environmental Policy Act, for the proposed Long Creek Pumping Station and
Force Main in Mecklenburg County. A new pumping station, force main and equalization
storage facility at the Long Creek pumping station site operated by Charlotte-Mecklenburg
Utilities (CMU) in northern Mecklenburg County is proposed for construction. The pumping
station and force main will be designed to accommodate projected flows. Additionally, a new
force main will be constructed to the Clariant Wastewater Treatment Plant (WWTP). This will
divert as much as 2 million gallons a day from the downstream collection system to the Clariant
WWTP.
This project is located within the Long Creek basin, the Paw Creek Basin and the Catawba
Basin. The Long Creek Basin consists primarily of low to medium density residential devel-
opment and industrial development. The Catawba River Basin is largely undeveloped, but does
include small, pockets of low density residential development. Development in the Paw Creek
Basin is concentrated on the east side of the basin where there is mostly single family residential
and office/industrial. The western side of the basin remains largely undeveloped. All basins are
expected to experience residential and non-residential development for the next 25 years.
A new pumping station will be constructed adjacent to the location of the existing Long
Creek Pumping Station. The station will be designed to accommodate flows projected through
the year 2015, with provisions to add pumping capacity for flows anticipated through 2025. The
pumping station and yard piping construction area will cover approximately 17 acres. The
permanent pumping station site will cover approximately 5 acres. Wastewater flows will be
delivered to the Paw Creek collection system. Capacity issues exist at the Paw Creek collection
system and will limit the amount of flow from the Long Creek Pumping Station. Storage
facilities are to be constructed at the new station to address this problem. As flows to the Long
Creek Pumping Station increase (wet weather) beyond the receiving capacity of the Paw Creek
system, the excess flow will be pumped to the storage facilities. Subsequently, as flows decrease
and the capacity becomes available downstream, the stored flow will be fed back to the pumping
station and pumped to the Paw Creek system. The project also includes a force main that will
start at the new pump station and follow a contour around wetlands in the area to the existing
easement.

This project is expected to reduce sewage spills in the interceptor, at the pumping station and
further downstream in the Paw Creek Basin. Additionally, the above ground force main from the
new pumping station to the Clariant Corporations WWTP will provide the ability to pump some
flow to the Clariant WWTP, further reducing the ;impact on facilities downstream of the Long
Creek Pumping Station. Aquatic and surface water resources will not be affected by this project.
In addition, because the project stays in the existing Right of Way (ROW), there is likely to be
little direct impact to wildlife resources.
Three alternatives were evaluated to convey the future flows predicted for the Long Creek
basin; (1) Equalization storage and pumping, (2) Pumping all flow directly to a treatment plant,
and (3) no upgrade to the Long Creek facilities. Constructing a new pumping station, force main
4-11- T
--- - - -- -and- equalization terage-a station site was -chesen--as-the-pre-furred-- -
alternative. This alternative will eliminate overflow problems upstream of the pumping station
and prevent overflows downstream by storing the peak flows. This alternative provides the
highest level of protection against overflows in the system. In addition, it is the most economical
alternative. All storage is constructed at one location, peak flows are pumped through a low head
system until capacity is available downstream, and there are no downstream capacity impacts in
the collection system or at the treatment plants. The future flows are already accounted for in the
planned expansions for the McAlpine Wastewater Treatment Plant.
Based on the findings of the EA and on the impact avoidance/mitigation measures contained
therein, it is concluded that the proposed project will not result in significant impacts to the
environment. This EA and Finding of No Significant Impact.(FONSI) are prerequisites for the
issuance of the permit actions by the Division of Water Quality. Pending approval by the State
Clearinghouse, the environmental review for this project will be concluded. An environmental
impact statement will not be prepared for this project.
Division of Water Quality
February 15, 2001

O
W ATFR
QG
r
April 17, 2001
r f ) Michael F. Easley
AFAR 2 • 200) Governor
William G. Ross Jr.
13RO'v" N AND CALDWELL Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
John B. Fulmer, Jr.
Brown and Caldwell
200 Providence Road, Suite 204
Charlotte, North Carolina 28207
Re: SCH File #01-E-4300-0503, DWQ #12858, Long Creek Pumping Station and Force
Main, Mecklenburg County
Dear Mr. Fulmer:
On March 29, 2001, the State Clearinghouse deemed the North Carolina Environmental
Policy Act review on the above project complete (see attached letter from the Clearinghouse). It
is now acceptable to proceed with your permit applications through the Division of Water
Quality for the proposed project. No further actions on the Environmental Assessment are
required, however, please respond to the concerns identified by the Mecklenburg County
Department of Environmental Protection during the project development phase.
If there is anything I can assist you with, please do not hesitate to give me a call at (919)
733-5083, ext. 366.
Sincerely,
Milt Rhodes
Watershed Planner
enclosure (SCH letter)
cc: Kim Colson, NPDES Permitting Unit (w/o SCH Letter)
Rex Gleason, Mooresville Regional Office (w/o SCH Letter)
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
N=NA
Customer Service
1 800 623-7748
aw
North Carolina
Department of Administration
Michael F. Easley, Governor Gwynn T. Swinson, Secretary
March 29, 2001
Mr. Milt Rhodes
N.C. Dept. of Env. & Nat. Resources
Division of Water Quality
Archdale Bldg. - 1617 Mail Serv. Ctr.
Raleigh, NC 27699-1617
Dear Mr. Rhodes:
Re: SCH File # 01-E-4300-0503; Environmental Assessment/Finding of No Significant Impact
Charlotte Mecklenburg Utilities - Proposed Long Creek Pumping Station and Force Main
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina Environmental Policy Act.
Attached to this letter are comments made by agencies in the course of this review. Because of the
nature of the comments, it has been determined that no further State Clearinghouse review action on
your part is needed for compliance with the North Carolina Environmental Policy Act. The attached
comments should be taken into consideration in project development. Please note that the Mecklenburg
County Department of Environmental Protection has requested that their comments be addressed. A
response to their concerns with a copy to this office is recommended during the project development
phase.
Best regards.
Sincerely,
2 20
Ms. Chrys Baggett
Environmental. Policy Act-Coordinator
Attachments
cc: Region F
116 West Jones Street Raleigh, North Carolina 27603-8003 Telephone [phone]
An Equal Opportunity / Affirmative Action Employer

MECKLENBURG COUNTY
Department of Environmental Protection
March 9, 2001
Ms. Cynthia Winfield
Centralina Council of Governments
Past Office Sox 35008
Charlotte, North Carolina 28235-5008
Re: Project Number 01-0503
Charlotte-Mecklenburg Utilities: Long Creek Pumping Station and Force Main
Dear Ms. Winfield:
The Mecklenburg County Department ofEnvironmental Protection ("MCDEP") has reviewed the referenced
environmental assessment ("EA"). We wish to make the following comments, which should be addressed
before the Record of Decision is issued:
Air Quality
? In accordance with the Mecklenburg County Air Pollution Control Ordinance ("MCAPCO")
Regulation 1.5108 - "Dust and Related Material" paragraphs (c),and (d) stipulate, in summary, that
reasonable precautions should be taken that dirt and dust from the roadway construction site not
become airborne, tracked onto the road, or transported from the site in a manner that it will become
airborne or tracked onto the road after loaded into a transportation vehicle.
? MCAPCO Regulations 1.5109 - "Nuisance" and 1.5110 - "Control and Prohibition of Odorous
Emissions" address the impact of odors and other nuisances on the public. As they pertain to this
project, odors caused by unearthing decaying biological materials should be addressed.
? As noted in the memorandum from Alan W. Klimek, Director of the North Carolina Division of Air
Quality, and noted in the Mecklenburg County EVEIS Guidelines, installation of fuel burning units,
such as generators and boilers, may require stationary source Air Quality permitting. This permitting
would be done through the Mecklenburg County Department of Environmental Protection. Unlike
the comment in Mr, I(Ifinek's memorandum of 21 ep em er 1999, open urmng is not owe in -
Mecklenburg County according to the Mecklenburg County Fire Marshall.
? The developer of this EA did not follow MCDEP's EVEIS Guidelines. Many of the items listed are
noted in the referenced Guidelines.
PEOPLE • PRIDE • PROGRESS
700 North Tryon Street • Suite 205 0 Charlotte, North Carolina 28202-2236 • [phone] 0 FAX [phone]
North Carolina
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
March 8, 2004
FiEG iVED
Ms. Kathy Freeze, Assistant Contract Officer
Charlotte-Mecklenburg Utility Department
5100 Brookshire Boulevard
Charlotte, North Carolina 28216
Mr. Tom Howard, Project Manager
Charlotte-Mecklenburg Utility Department
5100 Brookshire Boulevard
Charlotte, North Carolina 28216
RE: LETTER OF APPROVAL WITH MODIFICATIONS
Project Name: Long Creek Pumping Station and Force Main
Project ID: MECKL-2001-034
MAR 1 0 ?004
31O1At : ,hir;
Location: Mt. Holly Huntersville Road/NC 27... - Mecklenburg County
Submitted By: Brown and Caldwell
Date Received: March 5, 2004
New Submittal Revision X
River Basin: Catawba
Dear Ms. Freeze and Mr. Howard:
This office has reviewed the subject erosion and sedimentation control plan. We find the
plan to be acceptable with modifications and hereby issue this Letter of Approval with
Modifications. The Certificate of Approval must be posted at the job site. The Modifications
Required for Approval are listed on the attached page. This plan approval shall expire three (3)
years following the date of approval, if no land-disturbing activity has been undertaken, as is
required by Title 15A NCAC 4B .0029.
Title 15 NCAC 4B .0018(a) requires that a copy of the approved erosion control plan be on
file at the job site. Also, this letter gives the notice required by G.S. 113A-61. 1 (a) of our right of
periodic inspection to insure compliance with the approved plan.
One
919 Borth Main Street, Mooresville, North Carolina 28115 NofthCarolliina
Phone: [phone] FAX: [phone]\ Internet: www.enr.state.nc.us ?gtur+a`6?
An Equal Opportunity! Affirmative Action Employer - 50 % Recycled ,10 % Post Consumer Paper
NCDENR
Department of Environment and
FIL
36 ;1? - 0 03
Natural Resources
CF
Page .I:b..,, -.:.,..:...,.w
Cr
North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 thru 66), this office may require revisions to the plan and implementation of the
revisions to insure compliance with the e Act.
Acceptance and approval of this plan is conditioned upon your compliance with federal
and state water quality laws, regulations, and rules. In addition, local city or county ordinance or
rules may also apply to this land-disturbing activity. This approval does not supersede any other
permit or approval.
Please be aware that if one (1) acres or more is to be disturbed by this project, you will be
covered by the enclosed general stormwater permit NCGO1000 (Construction Activities). You
should first become familiar with all of the requirements for compliance with the enclosed
general permit.
Please note that this approval is based in part on the accuracy of the information provided
in the Financial Responsibility Form which you have provided. You are requested to file an
amended form if there is any change in the information included on the form. In addition, it
would be helpful if you notify this office of the proposed starting date for this project.
Your cooperation is appreciated.
Sincerely,
tid S. Khan
Asst. Regional Engineer
cc: Brown and Caldwell
Inspections Dept.
MODIFICATIONS
1. The plan approval is based upon the existing site conditions. Please provide a revised
plan to this Office for approval prior to any type of development or changes on this site.
2. Additional measures may be required along the sewer line if the proposed measures can
not function as intended.
ZSK/ae
I r
s
CHARLOTTE -MECKLENBURG
UTILITY DEPARTMENT
CHARLOTTE, NORTH CAROLINA
ENGINEERING DIVISION
SANITARY SEWERAGE SYSTEM IMPROVEMENTS
A ?t
J .t, if Q?
i
Exbba LanpLmF ///?`
M9ba 6bWn \,\ /•
New LanpGnF 1 A'u
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Project Map
B R 0 W N AND C A L D W E L L
Environmental Engineering & Consulting
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 [phone]

New Long Cmek
Pumping station
Vicinity Map
DICKSON
'Engineers Planners Surveyors
Landscape Architects
616 COLONNADE DRIVE
CHARLOTTE, N.C. 28205
[phone]
Atlanta, GA Asheville, NC
Columbia, SC Hickory, NC
Wilmington, NC Raleigh, NC
p?N6a?pa
96dE Ydl mp
STOP
1-609-632-4949
VW VMM D
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
State of North Carolina
Department of Environment and Natural Resources
Division of Environmental Management
Permit No.
Issue Data
APPROVALS (SEALS)
e?.?ap4NCAR
?o ani
„NIO
N.C.RLS (AS BUILT) N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE LENGTH SIZE LENGTH
48' SS 826 LF
24e SS 9403 LF

TOTAL NO. OF MANHOLES: 5 (8' DIA
TOTAL NO. LOTS SERVED: -
PROJECT NAME: - LONG CREEK PUMPING STATION

JOB NO: - 622-97-682
DATE OF ACTIVATION:
DATE AS BUILT: BY.
MATCHLINE - MATCH BELOW
' / I I I ,. ;I / '.? / ? I / \? \ I ?+; • ? APPROX. STREAM
/ MANHOLE III / 1 / .^^Iy'l CENTERLINE
'1:377,11,0
APPROX. STREAM/ / N663281.49' II I I ?,..•?. 'f Op! / / I 377 1
CENTERLINE 0~ \"?E 402558.81 / IIIIIJ '.:::J,'i.,• 13. / ?, /.? t 1•.:r\
E' 2
TOP OF BANK ! / -? ?•.??, / Apo \ \? (a f 1
ZyINiPUMPING \ •, \ JUNCTION BOX 1
\ /, , / 51 )EXIST
(TYPICAL) / / ?''' TATION I
126
-(TO BED OLISHED) J yy yy,, \ USE S.W.I.M. BUFFER MANAGED
ANROLE,2 / 0%I USE ZONE BOUNDARY fol
//N568 20.75
91 596.40 ,'r:r,;..;•..?.?,?• I ENCHMARK
E7§2
O POWER, GMT. _ /,;.•.,,;,.?.,, /
! ???JJJ o"•?'.:f'... '? NTER
0)-
BOUND NOTE6 'EXISTING (3 ..,!':^, 1` '\ S.W.I.M. BUFFER STREAM
BOUND . \ I "/ ,+, a '\ v •.
B 3321.]$ SIDE ZONE BOUNDARY
?_- / .,'fa\.,':."?; /'F. ? / Ei 2744.81 ? 9??rr?•\, \? ii 'C-.
I ON
SEE NY
LOWER /LAKE WYLIE /',., , •-'? ' . ? /
WATERSHED PROTE
BUFFER, SEE NOTE
J;.' .
/'. ,.•.....::;'r'.:•:a i / 518.0 1 5. I I I /,'':.' / r \
WETLANDS \ \ S.W.I.M. BUFFER.
FLAGGED BY OTHER
MANHO \ UPLANDZONE
WETLANDS \ 1 ?? \
?j'•// (FLAGGED BY OTHERS)
? ..!' / ?NBi3108.13 ? I }', vyh% , PRO ERTY
LINE P \ \ \
/E1402511:86• N663044 ?
---, - •r..- I I I ..:?
RAR PUMPING VAULT - bp_,..? OF NAM N
?'fEMPO
III \.'. ' -
//(Sefi'6E AILTIC3)_---,- - 30 I 1 \
LOWER LAKE WYLIE \
/ /' t jtt •: '.,.,.h. I I II ?' \ \ '' KU IECTION B BUFFUFERRE
, SEE NOTE OTE
P \
ROTEC 1
b1E$EC?FUEL a I I I \ .. DUKE POWER, LAKE MGMT. \ -5: 3627 5
1
1fORAGE'TANK ,-"' I r \,' \, --?9OUNDARY, SEE NOTES
EASTING SANITARY
I 1 m ' 'I? I ?PPARATU$
SEWER MANHOLE, (TYPI/
\ ` I \ ` /:. 6,,a6'?,.00`. ° I I I I ACC ROAD, ': 'Z. 0r /
1 YJy??J
\: \ ?9QR F UPPER. •`N6e \ '* d n ;' ''.. Cal
EL kN BULDINGI LEVEL
/ TWIG y \ \ a .' :'/ ` /
2g'J4• .57 SLAB
\ 40 434.7 1 J t / ELEV 1 i4 OFP VEMENf
1 1 t: FL W? l I E?4 1.38 \ ?0 AIN•LINk( ??\
NOR OFPAVEME
N582996.87 \ ? FENCING , \ \ !
O E WAL TON r ECTRIOALTRANSFORMER `
E1402410.47 I ` I .1;'¢'.IF I ITANK.I TAN I II )GUARD POSTS SEEDET.H31S8 \
LOWER LAKE WYLIE \ c ?, ? IPo•EV• ?
\ \ NG I / \
WATERSHED PROTECTION ?`?•. ?0• I• ?. bB4.0 I \\ ` '?? \?,,'I
;' ~. v ro •.., . JA K \ f CLASS A BUFFER SHAFl? _qb
BUFFER SEE NOTE 1' \IOR OF
57.00- \\ \';.,.,.:;.'•\ '.I/ .
35'
\' I t '• 11,' r ?N 2838.57 I \
I7 t.•' :a'?: t; 1, ' LU G::. \„ TERM)NATE .
COR. OF PAVEMENT E140P831,89 L V N682900.21 \\ k \\?` .\ \, //?T All
1 ,"?'"'. ..',.':: !`...';,. --- \ 1056 ` "-?' ?..'. ''•' PERMAHEN EASEMENT
E14027 /.
- r
I. 700 FOR 24' FORCE MAIN.
N562889.36 \ \ { '? }_. : ?! •: , ` ?\ l?V , I\ ! \ \\ \ ` ` , \
E1402426.99 l I51b
/`\? :?, 9Xd I 78..0 ? \I /\
?I I 1 `9 \ i \ \,\, i?.• /,"\\ / /; 1---56700
NEWWATERVVELy _ {' I y r v? \ II /''• 1/ /:
MATCHLINE - MATCH ABOVE
E1402438,02 --- J'{ ? ?:• / l ? y I:OW \\ \ ` \ . ?•.. /I /
TAN? EQU no
?. ; „s ?? i D TAN \ D 100' L ?,,? I I II.
N562888.07 L
E1402456.43 .+ ?/: \. ?1 ? - ItI \\ \? \ \ ? b Sq@UpF R ? I ? /'
?? H JJF? '?-11 rZ E
\E140273801 \ \ `\ r \\ , ?\/ / ?I II}f//?I/50 FOOT WIDE LOWER LAKE"W'YLE WATERSHED PROTECTION BUFFER. - 7. VEGETATION IN S.W.I.M. STREAM BUFFER CONSISTS OF MIXED FOREST IN EARLY TO 15 / -II I„fir//! ''? f1~,~•^,hv 5666 111E PROJECT IS LOCATED IN THE CRITICAL AREAS OF THE LOWER MID-SUCCESSION, MADE UP OF SCRUB SHRUB; SAPLINGS AND TREES SUCH
LAKE WYLIE WATERSHED OVERLAY (CHARLOTTE CODE SECTION 10.704), CEDAR AND BOTTOM LAND HARDWOODS. EXCEPT IN THE UTILITY RIGHT OF WHY AND
/ / 1-? I. I -I r•? \ S \ `\ r\ W / /• / I GRADING WITHIN THE DELINEATED UPLAND ZONE, THIS AREA SHALL REMAIN
yp?-ti. -` \ R eDb' \ \ \ ?` ` / I (I FOLLOWING ARE THE CALCULATIONS FOR THE BUILT UPON AREA UNDISTURBED.
/S \' \ / I FOR THE SITE:
B. %(/? °1/ •t„?• _ ,S ?-.' , I` \ \ \ \ , ?\ \ 1, h(?;? J ` /? I,? FORALLWORKWITHINTHES.W.I.M BUFFER AND LOWER LAKE WYLIE WATERSHED
TOTAL
PROTECTION BUFFER. IN RSE `'? '•'I//? j I " \ \ \ `H? C111IIYUIII? \ ' // j X11/ / - TOTAL SITETAREAN-Ai10.5 ACRES ASE ACTIVITY, EXCEPTWM EE CONTFICRACTOR SHOWN ORS SPECIFIED. ADDITIONALLY, DISTURBING
CTION FOR
END ACCESS ROAD?WKi
I'' I (' - \. \ \, I \ (/ \III I J
:I. Z BUILT UPON = (2.07 ACRES / 10.5 ACRES) = 19.78 pq•ECON BUFFER, THE CONTRACTOR SHALL IMMEDIATELY L
N 810.46 ESTORE THE
40263283 THE BUILT UPON. AREA IS LESS THAN 20% OF THE SITE AREA. CONTOURS TO PRE-CONSTRUCTION CONDITIONS. FOLLOWING GRADING, THE SOIL
P.C. I \ II. AA r G THEREFORE, THE SITE IS CLASSIFIED AS A LOW DENSITY OPTIOA WILL BE SEEDED, FERTILIZED, AND COVERED WITH JUTE FIBER FABRIC. THE FABRIC
(CHARLOTTE CODE 10.706). 111E RESULTANT BUFFER WIDTH IS 50 FEET. SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS WITH
E 4021026227.167.18 { u \ `\' \ \ \ I III •••???"'++++44ylll APPROPRIATE ANCHORS SUCH AS SOIL STAPLES OR STAKES. THE INTEGRITY OF THE
E1 /..'..?-.•\ D \.\? 1'°• I ,1 \ \ w r
'I'I,I', /, _ ? V\ \ 1 II \BCASSl?LANN G FABPoCMUST BEMAINTAINED UNRLAPERMANENT STAND OFVEGETAl1OUHASBEEN
2. SITE INFORMATION:
(, ' ;6 y; \ \ \ \ \ r/ UFFERZOj4B ESTABUSIiED.
.': \ '` . \\ ' \ \ 6 II .(SEEfIEYAILAIM
C AT25'ROAD ?. ADDRESS: 800 HAWIIELD ROAD, CHARLOTTE, NC
?'? % CURRENT TAX PARCEL I.D.: 053-061-01 -
CURRENT ZONING: R-3
E14o2837.82 ` \\ \ \? \ \ , TOTAL PROPOSED BUILDING AREA: 2.07 ACRES
TOTAL SITE AREA: 10.5 ACRES
¢ AT12'ROAD \? \ \ U 1 \ 1 \ I / // 3. NO CONSTRUCTION ACTIVITY WILL BE CONDUCTED WITHIN
N562676.37 o THE WETLANDS. J
E1402643.27 \ II o / BROWN AND CALD WELL
\ m ` \ :1 y\\ 1 ' / 4. THE CLASS A BUFFER WILL 8E RESTORED AS SHOWN Env/ronmenlal Engineering k Consulting
' ''? \ \ • \ / / FOLLOWING CONSTRUCTION.
0
O \ /\ 1 I . , I •r^'• / / / 309 East Mmeheod Street, Suite 160, Chodotte, North Corollno 28202 [phone]
t / 5. TOP ELEVATION OF RETENTION BASIN SHOWN ON SITE PLAN FOI'. CLARITY,
\ 1' :. mo P )IL EA \ 1 ' \.'•' / \ / SEE DRAWING C102 (GRADING PLAN) FOR FULL GRADING DETAILS.
CHARLOTTE -MECKLENBURG
BEE NOTE 21C103 ?.\ 1 ( \ o' ` `; '? \ 6. DUKE POWER LAKE MANAGEMENT HAS JURISDICTION TO ELEVATION 569.4. UTILITY DEPARTMENT
THERE SHALL BE NO DISTURBANCE BELOW THIS ELEVATION WITH THE
EXCEPTION OF APPROVED WORK WTHIN THE PROPOSED SEWER EASEMENT. ENGINEERING DIVISION
0402664.50 0 50 I I ?? ` ? , ' \ •? I \? II . • ". \// 022-97-set 321- LONG CREEK PUMPING STATION 10
NreRSECnaN SEE DRAWING C102 FOR ADDITIONAL DETAIL ON THE 48e SEWER. CHARLOTTE, NORTH CAROLINA
Job No. Fie N.
PROPERTY CORNER, P.O.B. {{es
N66261774?\ 1I \ -`\'? `-o? \ \\\ II l? \ ^?',O?W PLAN 1'.40
\.' ?_,\ \ ?? /" a Ess
0 PROFILE
(1402649.31 4 I ,w
Ha. SITE CIVIL
\ ,,. \..• , ,oo ??\`, \- \ • ?I I/,/\.., s VNL SITE LAYOUT
EXISTING ACCESS ROAD LENGTH IS 4800 LF \ I l 81
0 40' BO' 120' ,?egWPp ?Wra o e PLAN
AND TERMINATES AT HAWFIELD RD. A. BuFI
'?'' 1• UiA A•is11 Drawing No
SEE AS-BUILT DETAILS ON C105•C107' ?Iy`bwl - SHALL J PORTER SHALL R CARRIER 12/03
FOR ADDITIONAL INFORMATION pROPERTYLINE SCALE I"=40' No. Dota By Revision I'( Surveyed Al, Designed By Drawn By Protect-Engr Approved By Oale C???
I 6
MATCHLINE - MATCH BELOW
FUTURE 48" SANITARY
(SEE NOTE 6 OTHERS)
0? 1 ! IJ \ f EXISTING PUMPING STATION
D ORCE MAIN TO BE
/ / /1l I I \\ 11 NED(SEE NOTE 2)
MANHOLES
1 / / 1!! - /l 1! EXISTING \\ . \\ APPROX. STREAM
! g l 1 I 1 / / PUMPING \I \ CENTERLINE
APPROX STREAM / NHOLE 3 STATION r. Q/\\?
CENTERLINE 48" 24" RS + \ \ \ \ % %
TOP OF BANK / J 1 EQUALIZATION
/ 48" SS RETURN FLOW \ ?xQ?l %
(TYPICAL)
24"90* BEND
/ S.W.LM. BUFFER MANAGED
/ N563249.12 USE'ZONE BOUNDARY
¢ EL559.M BENCHMARK JUNCTION BOX1
/8" STD
SEE DETAIL HIC5 6"90°BEND CENTER OF WELL / 1 1 8W.I.M. BUFFER STREAM / SEE DRAWING S175 FOR DETAILS
N563102.29 N563321.75 SIDE ZONE BOUNDARY TOOF JUNCTION EXISTING2109S.DCONNECTION
M OLE2 E1402526.37 E1402144.82
EL 562.00
SEE TAIL
3S 0 RETENTION I \ \ / / /
BASIN I \ 39 PERMANENT EASEMENT
MANHOLE 1 r 20" RS \A60'CONSTRUCTION EASEMENT
SEE DRAWING M102 FOR EXISTING FORCE MAIN
DETAILED PLAN OF THIS AR le\ (SEE NOTE I)
T P. NG VAULT (SE ET. TICS) ', \ \ \\ MANHOLE4
6" PD DIE EL ORAGETANK
/ 48" SS EO 6" RANK 1 2W 22.5' BENI) \\\ \re % % ///?
ill
FILL AND N 4 RS 1 002.61 1 \ \ / / / /
.% - -- UALIZATION TANKI E7 3066.62 \ \?1ROF 25'\ / /
FILL AND DRAIN EL 585.60 \ ,PLR(4, EASEM \\ fahI % % _
"
Y. •R 24" RS \ 2422.5 ND, g- NG
LIMIT 40 \ f!) 1 - / 84.28 '32"W % N562992.68 CONST. MEP(T \ ! ?.? EXI
N69'2 STING
° r N894'32"W E1403088.94 \ 1
EL 665.50 ..? \ Qj ?\\ 11 / M SEENOTE B
24" 22.5° BEND
r[; \®0 r N563012.37 `"- 4 SS T 48" SS I _
44
E 02
14 671.21
II ® INV EL 571.6 \ FORCEMAIN 0 ----\
I 24" RS MOORES CH7,PEL RD. ---
116.93 LF Q1.1°fi 20.
' ?• N38'45'3?"VJ \ /mil V.W6,63
FORCE MAIN
24" SS ,` r r S
FORCE MAIN UPLAND BUFFER
t r ?I'•-. FLOW \ BOUNDARYNE i i? ??i \ \ ?\ y?J l l /.A
6" 2W i EQUALIZATION
WATER CANNDN r < 48" RS i / r
SUPPLY ?• ~ TANK 1 \ i 24" 45'BEND \ ! ! r
w UMf IL?G' $ FLOW EQ TANK2 r \ 1 ! !
$TAT1Ot{' FILUDRAIN LINE N562995.30
i E7403161.64
111/2'tW gU1LaBJG C3 EENOTES EL 665.50 MATCHLINE - MATCH ABOVE
`\1 24"90'BEND ! (SEE NOTES 489) \
6" OF r' ^\\ ALVE N562921.19 I 20 45° BEND
E14022744.42 24"46"3EHD r
ZNELL' //J.\ : VAULT - i N66300867
\ , VJAT2R / ! INV EL 572.92 N562923.42
?EADWALL E1402929.71 E1403176.64
i - STORA @ EL 665.50
?'`: ..?, STANK 24" RS \ EL 51'9.00 I (SEE NOTE I)
?ATER 76B7 LF @1.1% WELL N51'1425"E "x20'LATE N562987A9
T'?.? ,?, .• - N56292538 E7403176.88
2" 2W 1" D TYP.2 E1402916.47 (SEE NOTE 3)
FREEZE PROTECTION EL 509.00
FILL LINE 4" 2W DRAINS, SEE M201 r NOTES:
HOSE STATIONS
1. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL THEPROPDSED METHOD FOR CONNECTING
y
6" 2W TOTHE EXISTING FORCE MAIN BASED ONTHEASCERTAINED SIZE AND MATERIAL OF THE EXISTING PIPE THE
I WATER CANNONS PLOW \ EXISTING FORCE MAIN SHALL BE DEMOLISHED TO 20-FEET UP STREAM OF THE NEW CONNECTION. THE
EQUALIZATION I REMAINING SECTION OF EXISTING FORCE MAIN BETWEEN THE EXISTING PUMP STATION AND THE NEW -
6"22.5°BEND 6"90°BEND TANK2 CONNECTION SHALL BE ABANDONED IN PLACE IN ACCORDANCE WITH SPEC SECTION 01046. .
N682909.63 .00
45 N5 028 628453.73
E1402571 \2, THE EXISTING PUMPING STATION WILL BE DEMOLISHED TO 3-FEET BELOW FINAL GRADE, FILLED WITH SAND ANJ
EL 678.A00 E10.00
518. ? E EL 5110.00 BACNFILLED. ALL PIPING AND EQUIPMENT WILL BE REMOVED, INCLUDING THE ELECTRICAL BUILDING, AND THE
GENERATOR WILL BE SALVAGED. THE EXISTING FORCE MAIN AND SANITARY SEWER WILL BE CAPPED AND
ABANDONED IN PLACE. MANHOLES WILL BE DEMOLISHED TO 3-FEET BELOW FINAL GRADE, FILLED WITH SAND AND
SEE DRAWING M201 FORA BACKFILLED, THE ROUTES OF THE ABANDONED FORCE MAIN AND SANITARY SEWER WILL BE REPLACED
DETAILED PLAN OF THIS AREA FOLLOWING DEMOLITION. SEE PLANTING SCHEDULE ON DRAWING C101. REFER TO SPEC SECT10N 01046 FOR CSTAILS.
3.24"FORCE MAIN OUTSIDE PUMPING STATION SHALL BE DESIGNATEDAS SANITARY SEWER PIPING (SS)
PER SPECIFICATION 16050. FORCE MAIN SHALL BE INSTALLED UP TO THE CONNECTION AT THE EXISTING
20"FORCE MAIN IN ACCORDANCE WITH THE CMUD DESIGN MANUAL,
\ 4. UNIT PRICE WORK FOR NEW 24" FORCE MAIN SHALL BEGIN ON EAST SIDE OF ISOLATION VALVE. SEE DRAWNG9 C2, C301-
I C309 FOR CONTINUATION OF NEW 24" FORCE MAIN. ALL UNIT PRICE WORK ASSOCIATED WITH NEW 24" FORCE iMN IS
INCLUDED IN CONTRACT AS "ADDITIVE ALTERNATE A", AS DELINEATED IN THE BID FORM (SECTION 00310). B R O W N AND CA L D W E L L
Environmental Engineering @ Consulting
8. SEE DRAWING C102A FOR PROFILE OF NEW 48" SANITARY SEWER. 309 E-1 M-.head St-t. S.Ite 160. Ch.d.tt, N-th C-11.. 26202 [phone]
\ - I 6. CONTRACTOR SHALL INSTALL MANHOLE 95 (8-FT DIAMETER) COMPLETE WITH BENCH. MANHOLE SHALL BE READY
\\ FOR CONNECTION OF FUTURE 484NCH SANITARY SEWER BY OTHERS UNDER SEPARATE CONTRACT. CHARLOTTE - ME C KLE NB UR G
7.24"FORCE MAIN OUTSIDE OF PUMPING STATION SHALL BE DESIGNED AS SANITARY SEWER PIPING UTILITY DEPARTMENT
\ (SS-SYSTEM 32) PER SPECIFICATION SECTION 15050. ENGINEERING DIVISION
B, CONSTRUCTION IMPACTS SHALL BE LIMITED TO 40'WITHIN 10 FEET EACH SIDE OF LONG CHARLOTTE, NORTH CAROLINA
i CREEK TRIBUTARY I.
9. IF THE OWNER DOES NOT CHOOSE TO INCLUDE ADDITIVE ALTERNATE A IN 622 B7-M PUMPING STATION
THE CONSTRUCTION CONTRACT, CONTRACTOR $HALL INSTALL BLIND FLANGE AFTER pee.... Job No. File No. LONG CREEK
N ' PLUG VALVE FOR FUTURE CONNECTION OF NEW 24" FORCE MAIN. -ACM0, , PLAN Swim °-40,
9
PROFI
a \ I D 40' 80' 126' ¢LLH-. _ SITE CIVIL
VWL YARD PIPING
V "
e scaLE; 1"-40' e??D)T fv ??r? Built oote PLAN Drawl.9 No
6 , °rnmrea"
g \ I ?Iq,Ba - SHALL J PORTER SHALL R CARRIER 12/03 C102
No. Dale By Revlslan Surveyed By Designed By Drawn By Fr-Engr Approved By Date

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ANH
E \1 1 \
? I I NOTES:
O?
/ \
I
MI
/ / / ` 1 1 1 / \ I I r
174
N
,
? 1. ALL5SANITARY SEWER MANHOLES SHALL BE 8 FEET

INSIDE DIAMETER.
` 6" STD •?

\ \11 \ \? o 15 I BEENOTE4 -
MANN L 1 1 1 1 1
` 1
hl 0+549
IO
STA
I

- 2. ALL MATERIALS AND CONSTRUCTION FOR 484NCH INFLUENT
SEVER SHALL CONFORM TO THE REQUIREMENTS OF THE
J
I I Y !
// , I
fIN
HOLE 4
/ M
\ CMU STANDARD DESIGN MANUAL
MANHOLE 3-- 48"SS 1 \ ?? m
ITION4+99
.88
ST,
\?
6" PD 1 ` \ \ J STATION 2115.45 , + \\
IZ
3. SEE DRAWING C104 FOR EROSION CONTROL MEASURES ALONG

484hCH SEWER ROUTE
X.
\ `\ S) ?--------"ter
\ .

4. CONSTRUCTION IMPACTS SHALL BE LIMITED 7040'WITHIN IO FEET
___ _ `
\ \?
)
??
d
\ \
\ ?
?• EACH SIDE OF LONG CREEK TRIBUTARY I.
Q
` "i'
N20'3528•E
_.
•. \
°28'16"E
d \
3
,
5
'
...__ - -
?
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'.
...
\ ARY CONSTRUCTION EASEMENT
PO
-
50
TEM
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,
•,';
,
.43'
x-?r?-n ®®? 54:? : \ \ \ - - 84
\ LEGEND:
- -\ -----_ \ o o- ??
__ _ _ _ _ - 30 PERMANENT EASEMENT
1 ?, B O B .,.Y .v ?, :. \ /!'\\ \ \ -?\\\ \\ b 1\?\`?\ \ \\e\?\\ \ \?
.-- ?? •-?_ \ -4E_. PROPERTY I EASEMENT LINE
._.._
\ JUNCTION 30X 1 . X - FENCE
?, ?\ \ \ \ '\ s
1 1 \ L\ -P \\ \\\- i Op 0? \\ >I?I \??.\ ??? Nqs, (SEE DWG. 5175 FOR
CONSTRUCTION DETAILS) -TB- TOPOFBANK
•,. u N a \ \\ , ? s?? s? X300\\? ?,??i 'I T?? . ?° ?`.??? MANHOLE 5

-
S.? d--- STATION 8+47.79
Oct-
FUTURE 48-INCH
.. / -- J ? . \ \ \ \ I ?I 1 I ?.? • I N q ? SANRARYSEWER TO BROWN AND C A L D W E L L
\
\ I ` ----•--"--
".•,,' /

/ ? - / \ 111 BE
'61
Environmental Engineering k Consulting
,?? \ \ •" ? / BY OTHERSUCTED
300 Pra4aence Road Suite 204, Charlotte, North Carolina 28207 [phone]
EXISTING
SANITARY SEWER
(( li
41
I
l
I CHARLOTTE -MECKLENBURG
X14 UTILITY DEPARTMENT
ENGINEERING DIVISION
<
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?? CHARLOTTE, NORT
CAROLINA
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6,> 0
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Si •?p 1 •?
r? EXISTING PUMPING
\/ I %„qTA 622-97-682 321-
Job No. FYa No.
Scales LONG CREEK PUMPING STATION
PLAN 1' • 40'
.
i
\
IIG
57
l \
ON SITE \\
PRORLE
\
I
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Hac. _ SITE CIVIL
o dD' BD' 120' Vert ? 48-INCH INFLUENT SEWER
PLAN AND PROFILE
A. Bem ooLe
SCALE: 1 =40' eet
S HALL SHAVES SHALL R CARRIER 3/04 C102A ISh
a
te
No. to By Revision Surveyed By Designed By Drawn By Pro)ect-Engr Approw,d By D
9
0S
4e

DUKE POWER COMPANY
TRANSMISSION LINE
EX. LONG CREEK 500' RIGHT-OF-WAY
PUMP STATION /
PIEDMONT NATURAL GAS
TRANSMISSION LINE
50' RIGHT-OF-WAY

C302 EX. 20" SSFM
C301
PROP. LONG CREEK ?
PUMP STATION SITE
(SEE DWG C102 FOR
CONTINUATION OF 24"
FORCE MAIN)
C303
C304

GREENHILL ST.
PLANTATION PIPELINE
24" SANITARY
PROP TRANSMISSION LINE
'
.
SEWER FORCE MAIN \ LEE ST. RIGHT-.OF-WAY
100
C305
McCORKLE RD. (S.R. #1605)
LEE ST.
(Nor OPEN 306

l 24" FORCE MAIN
C30 DISCHARGE 0
GRA\ATY

WER MAN HOLE
SE
KIM DR.
C308
,309
MOORES CHAPEL RD. (S.R. #1601) SAM WILSON RD. _
M
"
D
SON
"
I

CHARLOTTE-ME CKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
elWapar
'uP' y 622-97-682 321-
"°sed" No. LONG CREEK PUMPING STATION
?aQOt
p PLAN 1" - 400' ADDITIVE ALTERNATE A

1"P' 111
? PROFILE
?.
INDEX SHEET FOR
p
O
•4 LONG CREEK FORCE MAIN
?
'4,r
RpN T. i??r
62 DA Date I
1 4/04 CAB RELEASE FOR BIDDING 4/i ? yMp JMO JMD I
G2
No. M. By RovWm Sw"yed By DM)MW By Dram By ProJxt?qr Apprw-d By Date
4
-r

PROP. MARKER POST (TYP. ,
/ / p
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/ PROP. POST (TYP)
PROP. SILT FENCE -
PROP. TEMP. STREAM CROSSING ,
.
...,a.• .
E.C. STD. DET. #6.62
PROP MARKER
POST
'
PROP. MARKER POST (TYP.)
CMU E. C. STD. DET. #f/W 2-16" CMP_'' za oa TBM #273-54-01
R/R SPIKE IN 24" OAK
11
ELEV
= 611
91
STREAM BANK
PROP .
. D??
?? CORP
.
' .
ss P
STABILIZATION DETAIL ,; PROP. 110D EF 24• D.I.P. PROTAC INC.
SEE SHEET C4 FORCE MAIN 15 OFF
EAST. 20" FORCE MAIN TAX PARCEL 053-281-03
D.B. 5054 PG. 344

-.0 PROP. TEMP. DIVERSION
E C STD DET 6 20 (TYPI

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# CLARIANT CORP. &
PROP. SILT FENCE (TYP) HOECHST INC.
f .. E.C. STD. DET. #6.62 rax PARCEL 053-2e1-02
D.B. 6285 PG 112
FJP
PROP. TEMP. SEDIMENT
TRAP EC STD.#6.60
SPILLWAY = 4 FT.
VOL. = 1200 C.F.
e
CONCRETE SEEPAGE COLLAR
SEE DETAIL (SHEET C4) \

1
Na 4/04
Data CAB
By RMEASE FOR BUYING
Rwldan

°I I I I:I A I VA IV I I I* I,I I.I I I I' I I I I' I I"I'1 I. I I I I .. . I, I'
26+00 27-4-00Q 28+00.-

IGKSON

CHARLOTTE - ME C KLE NB U R G
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
"uxuunuru
CoRp%;
;oPtN 622-97462 321-
lob N& File No.
f
? LONG CREEK PUMPING STATION
Qe p
s PLAN . ao' ADDITIVE ALTERNATE A
PEE
Nw. a 1r = 4'
LONG CREEK FORCE MAIN
a o9w
o
o
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o
o
STA. 17+00 TO 28+00
..
M T v
,
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4
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a
4?6 wKD HMO ??o cn C303
Vicinity Ma
N
Feet
0 20,000 40,000 80,000 120,000 160,000
Site Plan
\ J,
i ! N, (
IWa .... r ?? --
r
Parcel Boundary
Existing Long Creek - Stream Impact
Pumping Station Number 1 j
New Long Creek ; Stream Impact
Pumping Station
Long Creek Tributary 1 Number 2
Pumping Station
Access Road New Long Creek
Force Main
-7- 7
;-
? .?
s
All!
?? ?•` - 1 i
Legend
bng_streams
- long creek fm
Feet
0 1,900 3,800 7,600 11,400 15,200

625 1,250 2,500 3,750 5,000
Feet
r 1/ ,
?s { E
bsta
G t r ? j ? ??' 1 F
ttt , i /)
00
Stream Crossing
Number 1
r
8g QR , t'? J 1 r c? J !f ?F! ` rr'SU
Stream Crossing
f. ?t?1 t{ • ' Number 2
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600 - -?
74
3•n TmoO nds Cam rd 19* nlrArwvarwndh MF. adM %mnr& fkib- i7Sr-
CHARLOTT -M CKL NBURG
UTILI Y D PARTM NT
CHARLOTTE, NORTH CAROLINA
ENGINEERING DIVISION
SANITARY SEWERAGE SYSTEM IMPROVEMENTS
�.i) u ►I
's
Existing Long Creek I
Pumping Station tt
New Long creek
Pumping Station
Pumping Station
Access Road L-1
' iflng Cleek Tributaryi
Project Map
New Long Creek
Force Main I j
\`\V 01.
011`1� wflea-!
i99 f llda19 i 8 2
N
New Lang Creek
Pumping Station
177
� Is
ha
i»
Vicinity Map
BROWN AND CALDWELL W K
Environmental Engineering & Consulting 93ICKSON
309 East Morehead Street, Suite 160, Charlotte, North Carolina 28202 704 358-7204 Engineers Manners Surveyors
Landscape Architects
616 COLONNADE DRIVE
CHARLOTTE, N.C. 28205
(704) 334--5348
Atlanta, GA
Columbia, SC
Wilmington, NC
Asheville, NC
Hickory, NC
Raleigh, NC
/CALL NC ONECALLN
SEFORr Y(X1 DIG
STOP54
,AVOID UTIUTY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
State of North Carolina
Department of Environment and Natural Resources
Division of Environmental Management
Permit No.
Issue Date:
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
�104i9fi1lly�
'4tk C ft ,raj
Itss{
• _y %�/q ii��ww w
t
N.C.P.E.
SUMMARY OF SEWER
MAINS & MANHOLES
SIZE
LENGTH
SIZE
LENGTH
48" SS
826 LF
24" SS
9403 LF
TOTAL NO. OF
MANHOLES: 5 (8' DIA.)
TOTAL NO. LOTS SERVED: —
PROJECT NAME: — LONG CREEK PUMPING STATION
JOB NO: — 622-97-682
DATE OF ACTIVATION:
DATE AS BUILT: BY:

MATGHLlNE -MATCH BELOW ~ www~r /
> ~
~ t M~ ! • i , ~ . ~ / ~ i ~ ~ ~ :E. ~ ~ ~ ~ ~ ~ APPROX. STF -APPROX. STREAM ~
' I ~ ~ i / , f ~ ~ CENTERLINE .f~ f l 4~ CENTERLINE ~ ~ MAI~HO~:E~S~
~ ,r N563772.~9
APPROX. STREAM { o= ,._...f, N5632&1.49, `C y _ ,l ` / E14B290f~.50 ~
CENTERLINE t,~ - E1402558.81 , ~ ~ ; , ~ . ' , . 1, - ' , ` \ ..;,1~ ,I : 1 \ , , j~ t i
i r' 'r ~ 1 F " ~ ~ ~j~. i
TOP OF BANK { ~ ~ r 1 ~ • ~ ~ - ~ , . ~ ~ ~EXfSTING PEJMPING , • i ~ ' ~ ~ ~ JUNCTION BOX 1{ D~ ~ x;, ;
(TYPICAL} ~ i'r r ; ' / STATIO(~ ~ ~ N563748.58
i~ ' _ a°- ~ 1 ' , ' ~ ,r,,.,. ~ ~ ~ ~ .-~TO BE DEMOLISHED} f S.W.LM ~ i ~J. , . ~ ~ ~ ~ V.. 1 E440288~.68 I r o% .M. BUFFER MANAGED i. S.W.I , f ~
' i~ ~i ~ ti i USE ZC ONE BOUNDARY USE Z , ,r p
N563~"70.75 ; ~ r ~ ~ ' ti ~ X~ " i,- I, ~ ' ~ i
~ -i'<, ,5~~ ~ E 1402535.40 , l; ~ J\
DUKE POWER, LA GMT, r~ ~1 a i'" ~ NTEROF'EXISTING ~ ; ~ g,' i .h S.W.LM, BUFFER STREAM r1 / V `
r ~ ' ~ ~ 3321.7 - ~a 1` r , s i ' BOUND NOTES ~ ~ ~ ~ . ~ ~ ~ ) N ~ . - . r,~.~, _ ~ SI _ _ ~ ~a.~. E1 274.62 `s'"y, ~ ~ ' 1 ' ` SIDE ZONE BOUNDARY I I
1 ! . ; z~ I W~ pp,~,~ ' ~ err, , 1 ~ 1 t i _ _ - t
1 r ~j ~ ~ \ i/ k~: i 9 ~ , ,~r~g r ! x~ ' , ~ ~ I ^ . s ' ~ ~ tij ~ ,
. i ol,~ t \ ~ ~ ~ '
. ~ ~ l A ~ 'P r i
i SEE NOTE 5 ~ 'a' ~ , d> , . . ~
r LOWER LAKE WYLIE .r.. t ` ~ ~ , ; . i ~ I,q 1x 1
WATERSHED PROTEC N . - ~ ~ ; o ~ ~ / ~
i ~ N 6 175 fl ( ~ FF R SEE NOTE ~ ~ ~ - ~ ~ ~ . gg ' ~ ~;~~3,. 14 2 ' a I' ~ ~ ~ ~
~ ~ ! fit' .~~4 ! ~`tl '1 15J"'..~ S("1 J ~l ~ I ~ i` S.W.I.M. BUFFER. 1 ~ r
~ j f '1 ~ \ UPLAND ZONE ~
-r t ~ d i f I t ~7 ~ f .'h.~. ~ 1 ~ ~ ~ j ~ t ! 1. . ~ ~ ~ i ~ 5 1 • OUNDARY
A ~ ,
f~~ l ~ - , ~ Y 1 I-, ~ ~ Q ~ L T ~ < j ~ ~ i ~ , wr , ~ ,MAN - - _ _ _ / ~r ~ ~ . - ~ C,~ ' i NO ~ l t / i
N~ COR. O , , ~ ~ r ~ . l 108.13 _ ~ ~ i:,r ~ ~z;` ~ ' •.j ~<< 1 - PROPERTY ~ ~ . . ~ r ~ 1 ~ ~ , ~ , p ~ ,i
. ~ ~ i 1 I. ~ , ~ . . _ _ 344 N56 0 - 1 ~i ~ - ' . i ~ ~1442~11.86 - ~ ~ ~ ~ ~~i,i ~ ~ ,lt,._ ~ LINE \ ~ ~ ~ ~ x,, V 1~ XO
' r' ° ` ~ E140256 .2 ` , , ~ ~1 "~s . i ~ j r t l •a,, , ~ ~ ~ I ~ iAi ~ t
. ~ - P ~ ~ ~ illy: ~ ~ ' e' Tl;MPOI~Af2Y PUMPING VAULT ~ ~ • ~ ~ ~ . OF AV ~~M NT ;l' "~I" . ' r•,, ~~~i1 ,a ~ ~ - .CIO. ~ ~ \
SEE`bEl`AIL T(C3 i .A ~ • . _ . ;y ; r 30 I f; ~ ti•\.;.. ~ ~ LOWER LAKE WYLIE WATERSHED l
:.-i~-''~• ,Y; ~ ski! ~ i I ~ 18 { : ; ~ ~ + i ~ , w ~ 'I -f' ~ PROTECTION BUFFER, SEE NOTE 9 ~ ~ I i
. . i ~ ~ i _ , p ~ f~l5 ~ ~ ~ k~ \ / - +l ~ 1
/ ~ 17 i ~ ~ fff 1 ~ \ ~ ~ ~ _ . 1 V` ~
~IESEL FUEL r~~ ~ i . ` .r~, DUKE POWER LAKE MGMT. f ~ V~ ~ t~,y I l ~
.•O. ~ 'S~ORAG~T~tNK , ~.~t~ - ~ ; ~ ~ ,r 1,~ ~ , A • ' ~ A .L, -`'~r-'` ~ ~ ~ I ~ f ~ ~ E 14021758. B4
~a ~ ;J~~ ! t l ~ ;d.; ~ -_.BOUNDARY, SEE NOTE 6 1 ~ ~ ti ~ `F ~ 7 ~ ' ~ 1, 9 i ~ ~ J ~ . ~ ' ~ ~ ~ .00. I i ~ 0 ~
f / r / ~ ~ • ~ ;
~ ~ 1 ~ ~ t 7 ~ • - ~ ; ~ j ~ EXISTING SANITARY ~
i i f~~l< ~ ~ r cC s ROAD ~ . . , i y ,r, ~ 1 ,xEWER MANHOLE, (TYP); i ~
. - , u f . C .
~ 1 i ~i: 0 ~ E. ~ ~ y ~ .fit, :C.' y., i~' ~ v ~ ~ ~ l .
~ WC ~ E~. OF~UET ~ UPPER C3NDE ~j~. ~ ~r 1 ~ INS.. I ~ t ~ A! j ~ i - 1 i I' , i ~C~ ,
` ~ L BU LDING 1 EL ,i",' i~ I 1 . ~ :-~~'~':_C:~.' ~ ' ti i~ LTV _ _ ~ U IT~1Nl (3U•t1 I ' ~ . , ~ . ,l r, 1 . ~ ; ~ ; ~ r J _ r i j~ s w~` . Q < d.' . ' ' ~ ~ 1 ~ ; ,
SLAB ~ 1 IV5EZ2~5~4.57 ~ P ~ 'TS' , ~ . ' ` ~ ~ ; ~ ELEV. ~ ~ ~ 1 ~ l ~ ~ ~ ~ 1.. 1 ~ ~~`f ' ~i~L 8~ ~
\ ~r ~ .t~. E 4 X484.74 1 ~ ~ , ~ '1 . , • ~ i ~ , ~ r ~ OF PAVEMENT -rte 't~+ ~ ; t 4 ~ ~ 583.0 ~ ! ~ ~ ~ . ~ , X 3 ~ / ~ ~ /r,~~ ~ _119 8 CULt~ERT PIPE
~ ~ ~ ~ .i ~ ~ ~ ~i ' ! r N56 14.40 ' v, ~ d - ~ , ~
~ ` ~ ~ ~ FL W 3 ~ i E14;02 1,38 ~HAiN-LINI(~~ ' ~ r
COR. OF PAVEMENTS ~1, • + ~ ~ ~ 7 ~ ~ ~ 1 ~ ~ ~ ~ i+ ~ ~ FENCING ~ . , .
N562946.67 ; ~ ~ 1 ~ ~ , ~ ~ ~N. LECTRICAL TRANSFORMER d. '~.Q(}--. . ~ I , r ~'RNK ~ : ~ , ~ ~ ~ ~ ~ ~ ~ . .
E1402410.47 r ~ ~ • ~ i ~ , ~ , : ~ , ~ . ~ . - ~ 7 i TANK + t r,~Jl GUARD POSTS SEE DET. H3IS8 ~ ~ ~ , ~ • i ~ -
~ ` ,i•. ~ ,1 ~s`, _ ~ ;FLOOR j ~ - ~ ~ ~ ~ ~ ~ ~
LOWER LAKEWYLIE ~ ~ s ~ ~ ~ELEV:~ ~ ~ ~ _ ~i~ ~ f;J.i. ~ IN~~~ ~ ~ ~ ~ ~ ~ 'f WATERSHED PROTECTION . ;j 584.0 { r .I " ~ ~ t~ _ / _
i ~ ~ ,fr .l •4 : ~`A1' N~. TANK ~ - BUFFI=R, SEE NOTE 1 , ~ ~ . ' ' ~ , ~ COR. OF VALVE VAULT ~ ~ ~ CLASS A BUFFER SHALL- l ~ ~
~N56 ~~38.57 ~ 7 :~.1 ~ "i ~ N5 2900.21 _ k ~ ~ " ~ .aA:.r" t ~ l TERMINATEAT~35 ~ • ~ , ~ ~
COR. OF PAVEMENT - ~ • ~ ~ ~ ~ E1402631.89 ~ 6 _ ~ ~ _ EASEMENT ~ i ~ - ~ -
N562889,35 a - . • ~ ~ FOR 24 F~6RCE MAI . ~
, ~ 1 - \ / ~ > t, . ~ i ~ ~ ~
` ` 5 , ~ gas . ~ ~ . t` ~ , t~ ~ ~`h~ ~ . . fi K ,.7 - -
~ , I ~ - ~ ~ .~I, r ,(I _ ~ ~ , ~ ~ Ill ~ I \
. . .f ' - .l~p..~' ~ r l , i I Ili ~ ~ ~ ~ ~ ~ _ ~ ` A ~ ~,.a ~ .w wiw~ ryy . ~.rri~ ~ ter" ~'lw~? jai rr ~r rr~ t.w:'~r~ ~wr.~. .r ri.
NEW WATER WELD' ~ , . 1 u i .:c~ ~ - !,l . F . , . V`' 1 ..l~;%~~
N 90 t ~ r 562 0 .54 ~ 1, ~ ~ ~ _ ~:1t E1402438,02 r' ~ ! ~ ; „ MATCHLINE - MATCH ABOVE . ii:
' ~ 1 ~,'..:~i I V /r \ ~ ~ d ~ ~ ~ 'V'
SW COR. OF TRNE~ .,if a - ~ E~UA TON ~ ~ • , ~ ~ ~ . . . . l .l. , ~ ~ ' ~ 1 i'~` ;i ( ~
a N562888.07 - ~ ~ ; - - ~ ~K ~ ~ j~ il,~. ~ I . i 'i~: I' r' i ~1;
v a., ~iS - ~ E1402456.43 .lu , ~ ~ r~ ~ ~ . Y . ~ = UPS ' 1' + I~ i
. , ~ - _ - ` - - - - T N ti ~ ~ . ZONE r J- ~ .r . r _ . N562806.40 ~ ~ ~NE r ;r' j a
- ~ ~ _ _ 02738.0 `~A t ~ - . ~ _ - ` ELEM. ` ' E14 1, ~ ' ~ ~ ` ~ h~`' S0 FOOT WIDE LOWER LAKE WYLIE WATERSHED PROTECTION BUFFER. 7. VEGETA'~ION IN S.W.LM. STREAM BUFFER CONSISTS OF MIXED FOREST IN EARLY TO
r ~ ~ ~ ~ ' f ? ~ ~,t 1 ~ V 1 4 ~ ~ ~ r. ~ ~ 'li , - ~ ~ _ ~ - \ 584.`5 -THE PROJECT IS LOCATED IN THE GRITlCAL AREAS OF THE LOWER MID-SUC;,ESSION, MARE UP OF SCRUB SHRUB, SAPLINGS AND TREES SUCH AS RED
~ ~1' f, } ,~~,1 ` ' T1ON 10.704. CEDAR AND BOTTOM LAND HARDWOODS. EXCEPT IN THE UTILITY RIGHT OF WAY AND LAKE WYLIE WATERSHED OVERLAY (CHARLOTTE CODE SEC }
' uz , ~ ~ ~y, ~ ~ ~~,P _ - f . - ~ ~ ~ ~ 1, 1 ~ 11 /l / `V _ P / r / - ~ ? ; GRADINCf WITHIN THE DELINEATED UPLAND ZONE, THIS AREA SHALL REMAIN
~ ' ~ ~ THE UI T PON AREA UNDISTURBED. FOLLOWING ARE THE CALCULATIONS FOR B L U i ~
. . _ A \ ~ r~ ~ . , i - i ~r FOR THE SITE: FOR ALL WORK WITHIN THE S. W I. M. BUFFER AND LOWER LAKE WYLIE WATERSHED
~ ~ sx ~ , , - RES PROTEC~~ION BUFFER, THE CONTRACTOR SHALL CONDUCT NO LAND DISTURBING ~ , , ~ ~ TOTAL BUILT UPON AREA - 2.07 AG
INT RSECTION - A ~ ~ ~ f + ~ TOTAL S(TE AREA = 10.5 AGRES ACTIVITY, EXCEPT WHERE SPECIFICALLY SHOWN OR SPECIFIED. ADDITIONALLY, FOR / i;
END FACCESS ROAD ~ ~ ' \ ~ ! ; ~ ' LAND DI~~TURBING ACTIVITY WITHIN THE LOWER LAKE WYLIE WATERSHED BUILT UPON = (2.07 AGRES / 10.5 ACRES} = 19.7%
N 2810.46 ;r,~ ~ ~ ~ ~ ~ ~ PROTEC~~fON BUFFER, THE CONTRACTOR SHALL IMMEDIATELY RESTORE THE
~ ~ ~f 402632.63 " 4~ ~ ~ ; ~ , ~ • ~'7 . ~ I I, ~ , , THE BUILT UPON AREA IS LESS THAN 20% OF THE SITE AREA. CONTOURS TO RRE-CONSTRUCTION CONDITIONS. FOLLOWING GRADING, THE SOIL
, s, ~ ~ i • R FORE THE SITE 15 CLASSIFIED AS A LOW DENSITY OPTION WILL BE SEEDEt3, FERTILIZED, AND COVERED WITH JUTE FIBER FABRIC. THE FABRIC THEE ,
N562763.51 3, - ~ ~ r r i~.. ~ - . ~ ~ ~'<<~ ~ ~ ~ X11 HAR O GODS 10.706 ,THE RESULTANT BUFFER WIDTH IS 50 FEET. SMALL BI: INSTALLED PER MANUFACTURERS RECOMMENDATIONS WITH (G L 1TE } APPROPRIATE ANCHORS SUCH AS SOIL STAPLES OR STAKES, THE INTEGRITY OF THE
E1402627.19 ~ ,¢a~t; ~ ~ _ _ ~ ~ ~ ~ f~ 7I Yep l' 6;751' \•.A ~ ~ ~ i l l~ CIWASS-A"~LANTII~G FABRIC MUST BE MAINTAINED UNTIL A PERMANENT STANp OF VEGETATION HAS BEEN
} ~ rf' t , ~ i' ~ ~'i ~ ~ A t t,'~~' , 7 - 2. SITE INFORMATION: ~ ; ~ -,BUFFER ZONR ~ ESTABLI~iHED.
AT 25 ROAD ~ ~ ~ , , _ . . ti~. . 4, : ~ ~ti , ~ r ~ ~ r ' ~ SEE DES IL A(C6 ( - .ADDRESS: $00 HAWFIELD ROAD, CHARLOTTE, NC
N562705.87 . ~ ~ , E ~ ' , . ~ ti ~ ~ t ~ } ~ ! r ! GURRENT TAX PARGEL I.D.: 053-061-01 r'
~ ~ ~ a~s ° ~ A ~ 1 1 E1402637.$2 ~ ` r I ,a~~~ ~ p,' ~s ~ y ~ ~ ~ ,,f CURRENT ZONING: R--3
~ ,e TOTAL PROPOSED BUILDING AREA: 2.07 ACRES
~ ~ . `~l TOTAL SITE AREA: 10,5 ACRES
r' 3. NO CONSTRUCTION ACTIVITY WILL BE CONDUCTED WITHIN
AT 12 ROAD , 4'. t ~ y , i ~ it i THE WETLANDS.
+ V ' r 4 ~1 ~ AND
E1402643.27 ~ 1 ~ ~ ~ _ f` f` sHOWN 4. 1T-IE CLASS A BUFFER WILL BE RESTORED RS Environmental En tnserin & Consulting
a ~ 1 ~ ~ ~ r ! ~ ~ TI N. g g ~ FOLLOWING CONSTRUC O
; ' ~ it if ~~~3~ .'t i ti{~9 ~ ~ ti ~ ~ ' ~ ~ _ ~ ~ i 309 Eost Morehead Street, SuEte 160, Charlotte, North Carolina 28202 (704} 358-7204 S. TOP ELEVATION OF RETENTION BASIN SHOWN ON SITE PLAN FOR CLRRITY.
\~7~ ~ \ `e-, / , ~ POIL EA ~ ~ ~ , . ~ ! ~ SEE DRAWING G1O2 GRADING PLAN FOR FULL GRADING DETAILS.
~ i ~ 1 ~ ~ \ ~ ~ f ~ } /
SEE NOTE 2IC103 ~~a~~ 1 ~ ~ _ - . / ~ G , ~ ; ~ . 1 ' ~ . ~ ~ ti. I I / - 6. DUKE POWER LAKE MANAGEMENT HAS JURISDIGITON TO ELEVATION 569.4.
ti 1 3 ~ ~ e' ~ THERE SHALL BE NO D(STURBANGE BELOW THIS ELEVATION WITH 1TiE
INTERSECTION ~ , ENGINEERING DrVISTON ~ / EXCEPTION Of APPROVED WORK WITI-IIN THE PROPOSED SEWER EASEMENT.
~ i ~ r. i / f' ! 'V SEE DRAWING G102 FOR ADDITIONAL DETAIL ON THE 4$" SEWER. CHARLOTTE NORTH CAROLINA ~
N562561.26 ~ ~ ' F ~ ~ ~ . ~ ' i E1402664.50 ~ ~,+~~a, ~`,A ,t ~ ~ i'
Ga ~ V~z. ~ ~ t 1 • ~ ~ ..~'r ~1 1 ~ / szz-~~-s~2 3a~- . LGNG CREEK PUMPING STA ~"lON
d ; ~ ~ ~ . 'ti ' t,,? . • ` ' it : ~ i ~ ~ \ / ~ PROPERTY CORNER, P.0.8. ~ ~ • , ~ ~ ~ ~ • ir; ~ • / 4`ItN14i{1f{~t Job NQ. File No.
~CARp Scales 4 '""`SSl PLAN
N562517,74 ~u ~ ~ ll~fl t, l ` :fi' ~ (7
E1402649.31 1 ~ ~ t~~a ~'t . • . ~ '~..~.:....-k- • .~E: ~ ~~r. 11 ~ ~ ~ 4 _ ilk ~ PRQFILE
Hor. SITE CIVIL
Vert.
SITE LAYOUT p
EXISTING ACCESS ROAD LENGTH IS 4800 Liz • ~ " ~l', ; 0 40' ~PLAN 40 80 120 Calm As Built Date
AND TERMINATES AT HAWFIELD RD. ~ 1. P, Drawing No
SEE AS-BUILT DETAILS ON 0105-Cl07 o , FOR ADDITIONAL INFORMATION PROPERTY LINE S HALL J PORTER S HALL R CARRIER 12/03 C 101
SCA SCALE., V=40' No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date

MATCHLINE -MATCH BELOW
FUTURE 46" SANITARY SEWER (BY OTHERS}
~ i 1 ! i ~ ~ (SEE NOTE 6)
1 ! E~(ISTING PUMPING STATION ~ ~ ~ / i ~ ~
~ i ! , / / , ~ ~ I f N~1 FORCE MAIN TO BE ' ! . ~
/ / I / - ~ ' D (SHED (SEE NOTE 2) / 1. ~ MANHOLE 5
/ I !
/ ! \ I 1 ° ` / ~
wy 1 M EXISTING ~ i~ ~ , APPROX. STREAM ~ ~ ! - PUMPING ~ \ • CENTERLINE /
y U ~ r ! / ~ \ d> ~ i I ! , ,
/ ANHOLE 3 - I / ! STATION J p \ APPROX. STREAM / ~ ~ i 1 ~ ~ / x~/ ~ ~
ti / ! ! \ \ CENTERLINE to J f „ 24 RS x ~ \ 48" SS ~ ti / ~ > ~
~ j / I / / EQUALIZATION / / r' / / / / ; / /
r n / ! ~ TOP OF BANK / RETURN FLOW f /0/ / /
TYPICAL / 48 SS ~ ( l / XO / 1 ? / / / /
24" 94° BEND r' / / / ` /
. N563249.12 S.W.I.M. BUFFER MANAGED r ~ / ~ USE ZONE BOUNDARY 4GED / / / / / ~ 1 / ' f
~ E1442591.49 ~ / / f/ /
• „ ~ EL 559.14 8 STD BENCHMARK / / % ~uNCTioN aox ~ / / /
~ d ° ~ ~ ~ / / / ~ / SEE DRAWING 5175 FO E I S
SEE DETAIL HICS ? 6 90 BEND CENTER OF WELL ~ 1 S.W.I.M. BUFFER STREAM l; ~ N563321.75 STREAM / / / ~ / R D TA L / / / ~ OF JUNCTION BOX AND CONNECTION
r N563142.29 SIDE ZONE BOUNDARY ' E1402744.62 ~ ~ t JDARY / / / / / TO EXISTING 21" SS.
MAt~NOLE 2 r E1402526.37 EL 562.00 ~ ~ / / / i / p/ / /
~ ~ 1. / x0/ / /
~ w ~ _ v av 48" SS / / i / / / /
o' , \ ~ ~ / / / ' / / / /
\ SEE TAIL ~ \ ~ - j \ ~i \ / / 1
48" SS ~ ~ ~ e~~ r mot. ~ ( ~ A .q4, / / l / / ~ / / / / 1
, ~ RETENTION ~ / / / / / / / / 1;
BASIN ' 30' PERMANENT EASEMENT / / ! /
~ ~ MANHOLE 1 ~ , r ~ / / / / f
i 50' CONSTRUCTION EASEMENT / / / / / / / / f \ a o/ ;
n WIN M1 F A. \ r SEE DRA G 02 OR 2D RS / x / f / /
/ ' DETAILED PLAN OF THIS AR A i , ~ EXISTING FORGE MAIN / / / /
t ~ . SEE NOTE'{) / / / / ~ ~g ( / / r
T~MP• ING VAULT (SE ET. T1C3) ~ / / / / / / /
„ ~ / s PD DIE UEL ORAGE TANK ~ \ MANHOLE 4 / / /
i ~ / / / i`~ ' 8~ ~ / / / r
„ ~ ' 36 RS ~ V / / / / i~
48 SS ! ~ 20" 22.5° BEND • ; • ~ , EQ ANK ~ ~ ~ / / / 1 ~ ~ / / / / ,
• 002.61 . FILL AND IN 4 RS 63 ~ \ / / / J
. , - UALIZATION TANK 1 ~ E1 3x$6.62 , / / / / ' IT OF 25 ~ x / / J
. • r ~ FILL AND DRAIN EL 565.50 v ~ ~ ~ / ~ / / / SS
.'R . _ 24 RS 24" 22.5° ND - LIMIT 0 40' ~ ~ / 1 ~ ~ ~
~G.3 ~ l~. N56299.68 nn 84.2$LFQ1.1/4 2 . 4. \ 4: ° it \ 8 ~ / CONST. E MET .1 I EXISTING / ~
N69 24`32 W E1403088.94 /
24 22.5 BEND ~ / ~ SEE NOTE $ 91~„ li ,
. . , ® N563412.37 ` M ~ ~ 1 48 SS ~ 1
r; 4 SS t~, ~ ~ 1 ~ E1402671.21 ' t~, l
o \ FORCE MAIN TO , _ ~ INV EL 571.64 ~ _ - ~
. „ ~ MOORS S CHAPEL RD. , ~ ~ 24 RS _ S
~ ~ ~ ~ ~ , 1. 116.93LF@1.1% ~ 8 ~ r ~ / .1.~ . ~ _ ~ ~
n 1 rl ~ 2~ JS . N38 4535 W ~ ~ A V~56fi.63
• ~ FORCE MAIN r ~ ~ 1 ~s of f ~
' 24" SS
'ti : !w' S.W.I.M. BUFFER ~ r FORCE MAIN ~ r
, . FLOW UPLAND ZONE - ~ ~ „ r, i i 6 2W , ~ , ~ . EQUALIZATION BOUNDARY ~ ~ I ~ _ ~ ,.i i ~ -J _ r ~ _ ~
WATER CANNON ~ • " \ ' w..~,, / \ ~ ~
~ J ; TANK 1 48 RS ~ ~ . , ~ ~ ~ 24" 45° BE6 a ~ , ,1 ~ SUPPLY ~t~MI?1NC'' S FLOW EQ. TANK 2 24 45 BEND ~ / ~
. . , . w ~ „ ~ 6 ~ 3 ~ S7~TIbfd FILLIDRAIN LINE N662995.30 l ~
~2 • , C3 + E1403167.5 ' ~ 1%~,__ E1403167.54
U• \ J , .'~u. . ~ ~ IL•'~IPiG ~ EE NOTE 9 EL 565.51 'l' , ~ ~ 24" 90° BEND SEE NOTE ~ EL 565.50 MATCHLINE -MATCH ABOVE
s ~ pF ~ (5EE NOTES a & s)
. ' . N562921.19 ~ ALVE 24" 45° BEI 20" 45° BEND
, ,..W~L~ : ' E14022744.42 24" 45° BEND ~ r N5630fl5.6 ~ ~'i~ ~ 1NV EL 572.92 N563005.67
•1NAT~R • . ~ N562920,42 ~ ~ E1403178.~ ~iEADWALL ~ SY~RA~~ E1402929.71 E1403178.54
,r ~ EL 565.5 EL 565.50
`:...TANS.'. 24 RS ~ EL 569.44 OTS ~ . tSEE N , ~ ~ o a (SEE NOTE 1)
, ' 76,$7 LF @ 1.110 , ° 1, STA.9+00.I STA. 9+OO,DO
ATER WELL : ; N51 14 25 E ~4 x20 LATE L . • N562987.44 N562987.a9
. N5~2925.39 E14Q3176.~ y•~• „ E1403176.9$
„ ~ ~ 1 D TYP.2 ~ E1402916.47 SEE NOTE 69 ~ (SEE NOTE 3)
. FREEZE PROTECTION ~ EL 5 \ DEP ~ FILL LINE DRAINS SEE M201 NOTES NOTES:
1 4 2W
NOSE STATIONS '
1. TWE CONTI „ r 6 ~ TO THE EXI 1. TWE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL THE PROPOSED METHOD FOR CONNECTING TO THE EXISTING FORCE MAIN BASED ON THE ASCERTAINED SIZE AND MATERIAL OF THE EXISTING PIPE. THE
FLOW EXISTING F WATER CANNONS EXISTING FORCE MAIN SHALL BE DEMOLISHED TO 20-FEET UP STREAM OF THE NEW CONNECTION. THE
EQUALIZATION REMAINING REMAINING SECTION OF EXISTING FORCE MAIN BETUVEEN THE EXISTING PUMP STATION AND THE NEW
u ° n ° ~ ~ 6 22.5 BEND 6 90 BEND TANK 2 \ CONNECTIE CONNECTION SHALL BE ABANDONED IN PLACE IN ACCORDANCE WITH SPEC SECTION 01046.
N562909.53 N562845.fl0 r r , ~
E1402571.45 E1402623.73 2. THE EXISTI 2. THE EXISTING PUMPING STATION WILL BE DEMOLISHED TO 3-FEET BELOW FINAL GRADE, FILLED WITH SAND AND
EL 57$.00 EL 5$0.40 ~ BACKFILLE BAGKFILLED. ALL PIPING AND EQUIPMENT WILL BE REMOVED, INCLUDING THE ELECTRICAL BUILDING, AND THE
GENERATC ABANDONS GENERATOR WELL BE SRLVAGED, THE EXISTING FORGE MAIN AND SANITARY SEWER WILL BE CAPPED AND ABANDONED IN PLACE. MANHOLES WILL BE DEMOLISHED TO 3-FEET BELOW FENAL GRADE, FILLED WITH SAND AND
r SEE DRAWING M2fl1 FORA r BACKFILLE BAGKFILLED. THE ROUTES OF THE ABANDONED FORCE MAIN AND SANITARY SEWER WILL BE REPLACED
DETAILED PLAN OF THIS AREA FOLLOWINi FOLLOWING DEMOLITION, SEE PLANTING SCHEDULE ON DRAWING C101. REFER TO SPEC SECTION 01046 FOR DETAILS.
r 3. 24" FORCE ' PER SPEC 3. 2a" FORCE MAIN OUTSIDE PUMPING 5TAT10N SHALL BE DESIGNATED AS SANITARY SEWER PIPING (SS) PER SPECIFICATION 15050, FORCE MAIN SHALL BE INSTALLED UP TO THE CONNECTION AT THE EXISTING
:,:i'. 24'° FORCE 20" FORCE MAIN IN ACCORDANCE WITH THE CMUD DESIGN MANUAL.
' 4. UNIT PRICI r 4. UNIT PRICE WORK FOR NEW 24" FORCE MAIN SHALL BEGIN ON EAST SIDE OF ISOLATION VALVE.. 5EE DRAWINGS C2, C301-
~ C309 FOR a INCLUDED C309 FOR CONTINUATION OF NEW 24"FORCE MAIN, ALL UNIT PRICE WORK ASSOCIATED WITH NEW 24" FORCE MAIN iS INCLUDED IN CONTRACT AS "ADDITIVE ALTERNATE A", AS DELINEATED IN THE BID FORM (SECTION 00310). N
r 5. SEE DRAM Envlranmental Englneering & Consulting 5. SEE DRAWING C102A FOR PROFILE OF NEW 48" SANITARY SEWI=R,
309 East fdareheod Street, Suite 160, Charlotte, North Caro4ina 28242 (704} 358--7204
6. CONTRACT 6. CONTRACTOR SHALL INSTALL MANHOLE #5 $-FT DIAMETER) COMPLETE WITH BENCH.. MANHOLE SHALL BE READY (
FR FOR CONNECTION OF FUTURE 48-INCH SANITARY SEWER BY OTHERS UNDER SEPARATE CONTRACT.
~ 7.24" FORCE 7.24" FORCE MAIN OUTSIDE OF PUMPING STATION SHALL BE DESIGNED AS SANITARY SEWER PIPING
'R (sS-SYSTE (SS-SYSTEM 32) PER SPECIFICATION SECTION 15050. ENGINEERING DIVISION
CONSTRUE CONSTRUCTION IMPAGT5 SHALL BE LIMITED TO 40' WITHIN 10 FEET EACH SIDE OF LONG CHARLOTTE, NORTH CAROLINA
~ CREEK TRI CREEK TRIBUTARY 1.
OSE TO INCLUDE ADDITIVE ALTERNATE A IN eat-s~-~az 32i- ZpNG CREEK PUMPING STATION
N 9. IF THE OW~~ a THE CON 9. IF THE OWNER DOES NOT CHO ~~si?i~~r~rr Job No. File No. THE CONSTRUCTION CONTRACT, CONTRACTOR SHALL INSTALL BLIND FLANGE AFTER ~~~,s
N PLUG VALI PLUG VALVE FOR FUTURE CONNECTION OF NEW 24" FORCE MAIN. ~ CARnt Scales
~ I ro ~ ~ ! + i"~40' ~ PLAN ~ &~,SSlO
r
r2 ~ E- `
Hor. SITS' CIVIL
g 0 40' M 2 40' 80, 120' - Wrt. YARD PIPING
6m pq \ 1 r Ind \ PLAN
SCALE: I"=4( a SCALE: 1-40 As Built pate
rt \ aaaasrn iratit No - S HALL J PORTER S HALL R CARRIER 12/03 Drawing R
` r r No. Da By Revision Surveyed By Designed By Drown By Project-Engr Approved By pate 0102

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IINOTES:
MANHOLE�
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1 . ALI. 5 SANITARY SEWER MANHOLES SHALL BE 8 FEET
INSIDE DIAMETER,
MANH L�, 1
LO
STATION 0+54I,65
0
SEE NOTE 4
2. ALL MATERIALS AND CONSTRUCTION FOR 48 -INCH INFLUENT
SEWER SHALL TO OF
CONFORM THE REQUIREMENTS THE
tMANHOLE4
CPVU STANDARD DESIGN MANUAL.
611 PD
MANHOLE 3----
g
MW M
48" SS �-w STATION 4+99.88
V
STATION 2+15.45
3. SEE DRAWING C104 FOR EROSION CONTROL MEASURES ALONG
71 1�
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48 -INCH SEWER ROUTE.
--- - - - - - - - - -
IEACH
Ir7
4. CCNSTRUCTION IMPACTS SHALL BE LIMITED TO 40'WITHIN 10 FEET
SIDE OF LONG CREEK TRIBUTARY 1,
- - - - -
:2
2 :2
28'l all E
N 20o 35'28" E
I,
50'TEMPORARY CONSTRUCTION EASEMEN'
284.43' 0-0 0 - - - - - - - - - - - --- -
t— — — — — — IL
LEGEND:
S
0
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I24,
JUNCTION BOX 1
X FENCE
(SEE DWG. S175 FOR
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—TB TOP OF BANK
N
ISTATION
.0
MANHOLE5
8+47.79
>
+
ISANITARY
FUTURE 48 -INCH
SEWER TO
B R 0 W N C A L D W E L L
BE CONSTRUCTED
BY OTHERS
A N D
Environmental Engineering & Consulting
I200
Providence Road, Suite 204, Charlotte, North Carolina 28207 [phone]
IEXISTING
20" SANITARY SEWER
C
CHARLOTTE -MECKLENBURG
IENGINEERING
UTILITY DEPARTMENT
III+
DIVISION
CHARLOTTE, NORTH CAROLINA
A.
622-97-682 321 -
IPLAN
Job No. File No.
Scales LONG CREEK PUMPING STATION
II
--EXISTING PUMPING STATION SITE
tHor.
I" 40'
PROFILE
SITE CIVIL
01
0 40'
80, 120'
Vvrt.
INFLUENT SEWER
6am 9mm IMPIPIMP
PLAN AND PROFILE
As Built Date
SCALE: I "=40'
Sheuk
I S H ALL S HAYES S HALL R CARRIER 3/04
0. Date By Revision
Surveyed By I Designed By Drawn By Project-Engr Approved By Date C102A

DUKE POWER COMPANY
TRANSMISSION LINE
EX. LONG CREEK 50d' RIGHT-OF-WAY
PUMF STAT{ON
PIEDMONT NATURAL GAS
TRANSMISSION LINE
50' RIGHT-OF-WAY
/
C302 EX. Zo~~ ssFM 1
,l C301
PROP. LONG CREEK ' ~
PUMP STATION SITE
(SEE DWG G102 FOR
CONTINUATION OF 24" ~
FARCE MAIN)
C303

C304
I / ,
GREENHILL ST.
PLA PROP. 24" SANITARY ~ TRA SEWER FORCE MAIN ~ LEE ST. ~ ~ 100' PLANTATION PIPELINE
TRANSMISSION LINE
100' RIGHT-OF-WAl
C305 ~
McCORKLE RD. (S.R. #1605) /
LEE ST.
(NOT OPEN)
C306
i

~ ~ 7 I 24" FORCE MAIN
DISCHARGE O GRAVITY
C307 SEWER MANHOLE
i K1M DR.
c3o8 C3~9
MOORES CHAPEL RD. (S.R. #1601) SAM WILSON RD.
C: HARLO TTE - ME C KLE NB UR G
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
~~~punury~~ 622-97-682 321-
~oP fN CARpV a Z ~a~„Fne No. LONG CREEK PUMP/N6 STATION
~2: of~(S Ptaw = aoo~ ADD/TINE ALTERNATE A
• 1 11 Hor.
z. %terL 0 INDEX SIfET FOR 60
F "'~NQtN . LONG CREEK FORCE MAIN
rrrr 8 T. As Built Date
rrn ~a?? aw g 3 14/04 CAB RELEASE FOR $ipDiNG 4/ D
i G+ WKt) JMO JMD D(,:P
i Na. I Date BY Revision Surveyed By Designed By Drams By Project-Engr Approved By pate

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