20110761 Ver 1_401 Application_20110811

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OF BUNCOMBE COUNTY, NORTH CAROLINA
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COURTESY
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August 9, 2011
Mr. John Dorney
NC Dept. of Environment and Natural Resources
Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650 l? V? D
Reference: The Givens Estate Sanitary Sewer Rehabilation Project AUG 1 5 2411
Metropolitan Sewerage District of Buncombe County, NC DF AfR Project No. 2006014 ?STOQT4 H
Notice of filing - PCN for NW 12 Permit for the above project
The Metropolitan Sewerage District of Buncombe County, NC is proposing to replace an existing sewer
main along Dingle Creek from a point just south (west) of US 25 (Hendersonville Highway) to the
northern most property line of the Givens Estate just east of US 25A (Sweeten Creek Road) in south
Asheville, NC. The exact location of this project is shown on the enclosed maps and documents. As part
of this project, MSD is proposing three (3) creek crossings of Dingle Creek. For the most part, the
proposed sewer is in the same trench, location and easement as the existing sewer; with the exception
of 4 areas as listed below:
1. At US 25, we are proposing to remove the existing sewer which is inside the NCDOT storm drain
under US 25. The new sewer main will be constructed by the bore and jack method and will be
located approximately 25' north of and parallel to the pipe culvert under US 25.
2. At Crossing No. 1 (plan station 5+83.19 to station 7+040.52), we are proposing to remove 2
existing sewer-stream crossing (at least one of which is in the flow line of Dingle Creek) and
replace those crossings with 1 crossing, which will be below the creek bed.
3. At the Norfolk-Southern RR and US 25 A (plan station 24+55.99 to station 26+80.35); we will
again remove the existing sewer main from the storm drainage pipe which is under N-S RR and
US25A and install the new sewer main via a Bore and Jack method just north of the existing pipe
culvert. This will also eliminate a section of the existing sewer that is exposed in the northern
creek bank just west of the N-S RR right of way.
4. On the Givens Estate, between Sta. 28+91.46 to Sta. 32+26.55; the fill constructed by the
property owner during development of Patio Homes on this property resulted in fill over MSD's
existing sewer line. This fill and close proximity to the new patio homes makes it impossible to
reconstruct the sewer in its existing trench; therefore, we had to move the sewer to be just
outside the toe of the fill.
This project proposes 3 creek crossings for a total disturbance of approximately 50' and one
infringement on wetlands of approximately 0.028 acres. Presently there are 4 creek crossing, so we are
Protecting Our Natural Resources-
2028 RIVERSIDE DRIVE, ASHEVILLE, NORTH CAROLINA 28804 TELEPHONE: [phone] FAX: [phone] WEBSITE: www.msdbc.org
reducing the total number of crossing by 1, plus elimination 2 sections of the sewer which are currently
within existing roadway / railroad culverts and removing one section of sewer currently exposed in the
creek bank.
The proposed sewer pipe will be ductile iron pipe with gasketed joints and the size of the line will be
upgraded to a 12" main. This should greatly reduce the infiltration / exfiltration of the ground water and
sewer flows and reduce the possibility of a sanitary sewer overflow occurring. These improvements
should have a very positive effect on the water quality of this stream with respect to sewer flows.
I have contacted Mr. Brian Tompkins (USFWS), Mr. David McHenry (NCWRC - Mountain Region
Coordinator) and Ms. Linda Hall (NCDCR) for their input on this project. Neither Mr. Tompkins nor Mr.
McHenry found any significant Endangered Species or Critical Habitat present in this area . Ms. Linda
Hall did not find any significant historical items in this area. I have electronically, forwarding a copy of
the PCN and attachment documents to each of those persons, for their information and further review.
I have also forwarded an electronic and hard copy of the PCN for a NW 12 Permit for this project to Ms.
Tasha McCormick of the Asheville office of the US Army Corp of Engineers.
The purpose of this letter is to provide the NCDENR, Water Quality Division notice that a PCN has been
filed with the Corp of Engineers and that, it is the Metropolitan Sewerage District's opinion and finding
that our proposed construction is within the rules, regulations and requirements of the NW 12 Permit
Should you have any questions, concerns or comments, Please contact me.
Phone [phone]
Fax [phone]
Email [e-mail]
Mailing address: 2028 Riverside Drive, Asheville, NC 28804
Sincerely;
F. Roger W son, P. E.
MSD Project Engineer
Cc: Ms. Tasha McCormick, US A COE, Asheville Field Office,
151 Patton Ave, Room 208, Asheville, NC, 28801-5006
20 11076 1
\o?ot V4A.74s;,
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PC Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? Section 10 Permit
C r1k) Py
1 b. Specify Nationwide Permit (NWP) number: NW12 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
N 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
N Yes ? No For the record only for Corps Permit:

® Yes ? No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes N No
2. Project Information
2a. Name of project: Givens Estate Sanitary Sewer Rehabilation Project No. 2006014
2b. County: Buncombe County
2c. Nearest municipality / town: Asheville, NC
2d. Subdivision name: NA
2e. NCDOT only, T.I.P. or state
project no: NA
3. Owner Information
3a. Name(s) on Recorded Deed: Metropolitan Sewerage District - Easement holder: for property owners , see attached
3b. Deed Book and Page No. see attached
3c. Responsible Party (for LLC if
applicable):
Metropolitan Sewerage District of Buncombe County, NC
3d. Street address: 2028 Riverside Drive
3e. City, state, zip: Asheville, NC 28804 \?q Ir'- Li V1 LS
3f. Telephone no.: 828-225-8274 (main switchboard)
3g. Fax no.: 828-232-5537
3h. Email address: [e-mail]
WEILMS NR-WATER QUALITY
AND STnRuwATm BRANCH
Page 1 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Sanitary Sewer District
4b. Name: Metropolitan Sewerage District of Buncombe County, NC
4c. Business name
(if applicable): Metropolitan Sewerage District of Buncombe County, NC
4d. Street address: 2028 Riverside Drive
4e. City, state, zip: Asheville, NC
4f. Telephone no.: 828-225-8399
4g. Fax no.:
4h. Email address: [e-mail]
5. AgentlConsultant Information (if applicable)
5a. Name: Thomas E. Hartye, General Manager
5b. Business name
(if applicable): Metropolitan Sewerage District of Buncombe County, NC
5c. Street address: 2028 Riverside Drive
5d. City, state, zip: Asheville, NC 28804
5e. Telephone no.: 828-2225-8399
5f. Fax no.:
5g. Email address: [e-mail]
Page 2 of 12
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): Multiple - see attachment
1 b. Site coordinates (in decimal degrees): Latitude: Longitude: -
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: see attachment acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Dingle Creek, tributary to the French Broad River
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: French Broad River
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
This project begins just west of US 25 (Hendersonville Highway) in Asheville, NC and extends along the general
alignment of an existing sewer main to and across US 25A (Sweeten Creek Road); then to and across property owned by
The Givens Estate Inc. The property along US 25 is commercially developed with shopping centers and strip malls. To
the East of and behind the shopping center is a large multi-family apartment complex. Just east of the multi-family area
and west of US 25A is the Norfolk-Southern railway tracks that runs between Asheville and Spartanburg, SC. East of US
25A is the Givens Estate property, a 211 acre multi-family; single family elderly care facility. To the north of the Givens
Estate are several large single family subdivisions. The area south of the project site is composed mainly of commercial
and business uses.
3b. List the total estimated acreage of all existing wetlands on the property:
2.4 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
40 feet
3d. Explain the purpose of the proposed project:
This project is to replace an existing sanitary sewer main which is inadequate to handle existing and proposed flows with
a new ductile iron pipe system with gasketed joints. This will greatly reduce exfiltration of sewer flows into the stream
flows and vise-versa.
3e. Describe the overall project in detail, including the type of equipment to be used:
Approximately 70% of the project is in the same trench and location as the existing sewer line. Approximately 21 % of the
length of this project is being relocated because of the sewer's close proxsimity to the stream or to remove the sewer
from existing storm drainage pipe systems through which the stream flows. This project proposed to remove the sewer
pipe from 2 storm drainage pipe systems; one under US 25 and one under US 25 A and the Norfolk-Southern Railway. In
addition one existing crossing will be eliminated; one proposed crossing will be constructed in the same location as an
existing crossing and one crossing will be shifted slightly upstream of an existing crossing (which will be removed) to
cross the stream at a more 90 degree angle. There are a total of 5 locations where the existing sewer line crosses or is
within the stream channel, plus 2 locations where the existing sewer is located within existing storm drainage pipes thru
which the stream flows; At these locations, the sewer pipe is either in the flow line of the creek or within the high water
level of the creek. The proposed project will have only 3 stream crossings and these will be below the bottom of the
creekbed.
Equipment to be used will be trench excavators, tractors, dozers and other small equipment normally associated with
sewer pipe installation. Bore and Jack equipment will be used to install encasement pipes under US 25 and under US
25A and the Norfolk-Southern Railway.
Upon conpletion of the pipe installation, tractors and other small equipment will be used to landscape, shape and grade
the dusturbed area back to their original ground contours and seed/mulch those areas.
Where asphalt pavement is disturbed by construction ; roadway grading equipment will be used to regrade the pavement
subgrade and asphalt paving equipment will be used to install and compact the new asphalt surface.of the roadways and
parking lots.
Page 3 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / El Yes El No ® Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
6. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 12
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
Page 5 of 12
PCN Form -Version 1.3 December 10, 2008 Version
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T

W1 ? P ®T excavation, pipe
replacement
? Yes
® Corps
0
07
,
backfill ®No ?DWQ .
W2 ? P ,F T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts 0.07
2h. Comments: The 0.07 acres is within a conservation easement dedicated by property owner (Givens Estate Inc) in deed
Book 4342 at page 1758 (dated January 4, 2007) of the Buncombe County Register of Deeds and described in a plat
recorded in Plat Book 108 page 69 (recorded Dec 20, 2006); however, the right of way for MSD's existing sewer line is
dedicated in DB 2088 page 248 (a deed from John A. Gibson to the Givens Estate) and shown upon the property map to the
Givens Estate (recorded in PB 72 pg 164 - recorded Mar 26, 1999 and PB 88 page 124, recorded on August 8, 2002).
However, even prior to the above dedications and recordings, the originally easement for this sewer line was recorded as a
private easement between Ballantree (a limited partnership); John A. Gibson and Robert M. Gibson and more particuliarly
described in DB 986 page 187 (dated July 30, 1968) with the intend that the sewer line and easement be given to Buncombe
County for operation and maintenance. Buncombe County and/or the Busbee Sanitary District has operated amd maintained
these lines since their installation in 1968. There is some evidence that this line existed as early as 1936 and that the 1968
installation may have been an upgrade of the original sewer line. Therefore, MSD is seeking to replace an existing sewer line,
within an existing easement, which would have preceded the Conservation Easement dedication in 2007.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - or
(PER)
(Corps - 404, 10
stream
length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ? PH T sewer crossing Dingle Creek ® PER
? INT ® Corps
? DWQ 10' 10'
S2 ? P ® T sewer crossing Dingle Creek ® PER
? INT ® Corps
? DWQ 10' 30'
S3 ? P ®T sewer crossing Dingle Creek ® PER
? INT ® Corps
? DWQ 10' 10'
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 50'
3i. Comments: At present, there are 5 locations where the sewer main is within the creek channel; while the project proposes
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version
only 3 crossing. At least 2 of the existing locations, the sewer pipe is near the flow line of the creek and at a third location, the
sewer line is within the top of the bank of the creek channel. These conflicts will be eliminated by the proposed project. In
addition, there are 2 locations where the sewer pipe is located in side existing storm drainage structures thru witch the stream
flows. At these location, the sewer line will be removed from the culvert; thereby permitting better flow thru the culvert.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4L Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
K Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 7 of 12
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
61 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This project has been designed to the greatest extent possible to utilize areas which have heretofore been developed for the
existing sewer and where ongoing sewer line maintenance occurs. Access is via area where existing driveways, parking lots
and roadways are located, so as to minimize additional disturbances. Driveways, Parking areas and Roadway will be repaved
when construction of sewer is completed. To minimize erosion during construction, disturbances in paved areas, an all
weather surface (gravel as a minimum) will be restored at the end of each days work . Silt fencing will be installed between the
construction area and the creek banks. Where construction is in or near the top of bank or wetlands; silt fencing will be
installed as a barrier to prevent encroachment beyond the proposed limits.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The construction limits have been minimized so that disturbances are within existing areas previously disturbed. Project specs
will require that the Contractor clear the Permanent Easement area and only those portions of the Temporary Construction
Easement as necessary to safely and adequately preform the construction tasks. Tree removal and soil disturbances in the
TCE shall be held to a minimum.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
project?
? Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 8 of 12
PCN Form - Version 1.3 December 10, 2008 Version
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 9 of 12
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0 - No additional impervious o
surfaces are anticipated /o
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: No additional storm water will be
generated by this project.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of Asheville, NC
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other: NA
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other: NA
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ® Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ® Yes ? No
Page 10 of 12
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
This project is for the installation of a new sewer main, which will provide better flows, reduce infiltration / exfiltration
between the natural stream flows and the sewer flows, will reduce sanitary sewer overflowss (SSOs). It is anticipated that by
providing a new DIP line to replace the existing sewers in this alignment; that overall sewer flows to MSD's treatment plant
from this area will be reduced.
Page 11 of 12
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ® El Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ? No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. El Raleigh
® Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
US Fish & Wildlife Services
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
US Fish and Wildlife Services
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC Dept of Archives, Asheville Office
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No
8b. If yes, explain how project meets FEMA requirements: Portions of this project are within the floodplains. All manhole within
the flood plains will be flush with existing ground contours. Manhole rings and covers will be watertight and lockdown. No
ground contours will be changes by this project. All crossings will be below streambed elevations and no aerial piping is
proposed.
8c. What source(s) did you use to make the floodplain determination? FEMA Map no. 3700965500J dated January 6, 2010
Thomas E. Hartye, General
Manager; Metropolitan Sewerage
* Aug 12, 2011
District of Buncombe County, NC.
/Agent's ig ure
?
? Date
Applicant/Agent's Printed Name i
sva
liid
(Agen' if an auth izaf n lett erfrom the applicant
is provided )
Page 12 of 12
PCN Form - Version 1.3 December 10, 2008 Version

L-
F
,l 1

i
4P 13 u"s
.01
Location Map :. -
Metropolitan Sewerage District of Buncombe County, NC
The Givens Estate Sewer Rehabilation Project MSD Project No. 2006014 '
41 ,,
•? `. US Army Corp of Engineers - NW 12 Permit PCN ±-
`?? ~ = aA** 1. Stream Crossing and Wetlands Location Map E4
Not to Scale August 5, 2011 7-k'-

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