20090503 Ver 1_401 Application_20090509

p 1 MARZIAIVO & McGoucAN, P.A.
147A Dublin Square Road Post Office Drawer 4428 Asheboro, North Carolina 27204 4428
CONSULTING ENGINEERS
PHONE: [phone]
FAX: [phone]
April 30, 2009
Division of Water Quality
401/Wetlands Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
09-0503
PAI
Re: Hoke County Utilities Department
Beaver Creek Interceptor
Pre-Construction Notification Application Form
M&M #38009
Dear Sir or Madam:
HIRAM J. MARZIANO, P.E.
JOSEPH W. McGOUGAN, P.E.
J. CHARLES McGOUGAN, P.E.
JAMES F. BIVINS, P.E.
M. BRIAN SEXTON P.E.
MAY 0 4 2009
DENR . WATER QUALITY
WERANDS AND STORMWATER BRANCH
Enclosed please find the PCN application in support of the Hoke County Utilities Department's
"Beaver Creek Interceptor". As per your direction this package includes the updated PCN form
and a correct feepamount of $240. The project consists of approximately 13,290 linear feet of
8", 12" and 18" gravity sewer main. The 18" gravity main portion of the project runs along the
east side of Beaver Creek. Adam Carter of Wetland Solutions performed the wetlands
delineation for the project.
The project route extends from a proposed Wal-Mart site near the intersection of Hwy. 401 and
Hwy. 401 Business southward along Beaver Creek to Rockfish Road in eastern Hoke County.
The package includes the following:
1. Seven (7) copies of the project drawings. Wetlands and temporary impact areas are
indicated that correspond to the PCN on Sheets P&P - 02 through P&P - 06. The sheets
are plotted at 11" x 17" and are true half-scale. The plans include layout and vicinity
maps.
2. Seven (7) copies of the executed PCN form including copies of the EEP acceptance letter
for mitigation.
DWQ 401/Wetlands Unit
Page 2
April 30, 2009
3. One (1) copy of the cover letter to the US Army COE Wilmington Field Office.
4. A check for $240 to cover the processing fee. Hoke Co. is listed on the check as the
applicant and the check is stapled to this cover letter.
On behalf of the Hoke County Utilities Department we appreciate your assistance with review
of this package. We are available at your convenience to answer questions or provide
additional information as needed.
Sincerely,
Marziano and McGougan, P.A.

Charlie McGougan, P.E.
Cc: Hoke County
III
1VMARZIANO & MCGOUGAN, P.A.
147A Dublin Square Road
CONSULTING ENGINEERS
PHONE: [phone]
FAX: [phone]
April 7, 2009
Mr. Ronnie Smith
US Army Corps of Engineers
Wilmington Regulator Field Office
69 Darlington Avenue
Wilmington, NC 28403
Re: Hoke County Utilities Department
Beaver Creek Interceptor
Pre-Construction Notification Application Form
M&M Project No. 38009
Dear Mr. Smith:
HIRAM J. N[ARZIANO, P.E.
JOSEPH W. McGOUGAN, P.E.
J. CHARLES McGOUGAN, P.E.
JAMES F. BIVINS, P.E.
M. BRIAN SEXTON P.E.
Enclosed please find the PCN application in support of the Hoke County Utilities Department's
"Beaver Creek Interceptor". The project consists of approximately 13,290 linear feet of 8", 12"
and 18" gravity sewer main. The 18" gravity main portion of the project runs along the east
side of Beaver Creek. Adam Carter of Wetland Solutions performed the wetlands delineation
for the project.
The project route extends from a proposed Wal-Mart site near the intersection of Hwy. 401 and
Hwy. 401 Business southward along Beaver Creek to Rockfish Road in eastern Hoke County.
The project has received a "Notification of Jurisdictional Determination" from your office.
The package includes the following:
1. One copy of the project drawings. Wetlands and temporary impact areas are indicated
that correspond to the PCN on Sheets P&P - 02 through P&P - 06. The sheets are
plotted at 11" x 17" and are true half-scale. The plans include layout and vicinity maps.
2. One (1) copy of the executed PCN form.
Post Office Drawer 4428 Asheboro, North Uarohna LIL" --m,,
3. One (1) copy of the EEP acceptance letter for mitigation.
I
Mr. Ronnie Smith
Page 2
April 7, 2009
This project did not require an environmental document.
On behalf of the Hoke County Utilities Department we appreciate your assistance with review
of this package. We are available at your convenience to answer questions or provide
additional information as needed.
Sincerely,
MARZIANO & McGOUGAN, P.A.

Charlie McGougan, P.E.
Cc: Hoke County Utilities Department
. 0 9 -0503
0FywjA?r'FRj?OG
1IV_w
C3 Nii? ?
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form
A. ---Applicant Information
1. Processing
1 a. Type(s) of approval sought from the

Corps:
® Section 404 Permit ? Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: NW-12 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):
® 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:
® Yes ? No For the record onl

? Yes y for Corps Permit:

® 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
-No-below. ? Yes 0-
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Beaver Creek Gravity Sewer Interceptor to Serve Wal Mart
2b. County: Hoke
2c. Nearest municipality / town: Raeford
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A I= W J ?_
3. Owner Information ?d9
3a. Name(s) on Recorded Deed: Hoke County DENR-WATERWAU7Y
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address: 227 North Main Street
3e. City, state, zip: Raeford, NC 28376
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail] (Tim Johnson, County Manager)
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Charles McGougan, P.E.
5b. Business name
(if applicable): Marziano & McGougan, P.E.
5c. Street address: 147-A Dublin Square Road
5d. City, state, zip: Asheboro, NC 27203
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
Page 2 of 11
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): 494550301003;494560301008;494450001433
1 b. Site coordinates (in decimal degrees): Latitude: 34.99259 Longitude: - 79.15851
(DD.DDDDDD) (-DD.DDDDDD)
total disturbed area is approximately 10 acres; affected
1 c. Property size: parcels total area is approximately 380 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Beaver Creek; Stream Index #18-31-19-5
proposed project:
2b. Water Quality Classification of nearest receiving water: Class C
2c. River basin: Cape Fear River, Upper Cape Fear River; HUC 0303004
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:
Existing land cover adjacent to the proposed right-of-way is predominantly wooded with intermittent farmland areas along
the private easement corridor. The property contains large areas of timbered uplands and smaller areas of forested
wetlands (seeps) that drain into Beaver Creek.
3b. List the total estimated acreage of all existing wetlands on the property:
12 Acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
ca. 6,350'
3d. Explain the purpose of the proposed project:
This sewer project will allow County-approved development projects to connect to the Hoke County sewer system and
relieve growth pressuers along the US-401 corridor. Specifically, Wal Mart is building a new Supercenter at the
intersection of US-401 and Club Pond Road and requires sewer service.
3e. Describe the overall project in detail, including the type of equipment to be used:
This project shall include the installation of new 12" - 18" gravity sewer interceptor mains parallel to Beaver Creek. The
gravity sewer interceptor begins north of US-401, parallels Beaver Creek for approximately two miles and terminates at
the Beaver Creek crossing of Rockfish Road at the proposed sewer pump station site. All sewer flows are to be treated
at the City of Raeford WWTP. The Contractor will install the sewer line with a trackhoe and smaller supporting
equipment. No rock excavation is anticipated.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ? 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: Wetland Solutions, LLC
Name (if known): Samuel Adam Carter Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
COE site visit for UD conducted December 23, 2008. Approved JD received February 5, 2009. USACE Action ID #
SAW-2008-03356
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ? Yes ® No ? Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 11
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
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 Fill seep ® Yes
? No ® Corps
? DWQ 0.02
W2 ®P ? T Fill seep ® Yes
? No ® Corps
? DWQ 0.05
W3 ®P ? T Fill seep ® Yes
? No ® Corps
? DWQ 0.07
W4 ®P ? T Fill seep ® Yes
? No ® Corps
? DWQ 0.05
W5 ®P ? T Fill seep ® Yes
? No ® Corps
? DWQ 0.08
W6 ? P ? T Fill seep ® Yes
? No ® Corps
? DWQ 0.07
2g. Total wetland impacts 0.70"
2h. Comments: "Seven additional impacts listed on attachment A.
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 - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
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 0
3i. Comments:
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then 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
4f. Total open water impacts 0
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
5f. 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:
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.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number - Reason
Permanent (P) or for
Temporary T im act
131 El P [-IT
132 ?P?T
63 ?P?T
6i. Comments:
? Neuse ? Tar-Pamlico ? Other:
? Catawba ? Randleman
6e. 6f. 6g.
Buffer
Stream name mitigation
required?
? Yes
? No
? Yes
? No
? Yes
? No
6h. Total buffer impacts
Zone 1 impact Zone 2 impact
(square feet) (square feet)
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed gravity sewer interceptor was designed as per NCDENR DWQ regulations for wetland buffers. The routing
maintains a 50' separation where the wetland boundary follows approximate with the run of stream. Where wetland fingers
extend away from the stream at oblique angles the alignment crosses these areas at optimum angles to limit the temporary
impacts. Watermain rated pipe are specified the these sewer legs. Manholes are placed outside the 50' wetland buffer. The
legs of sewer main at wetlands crossings will be hydrostatically tested to insure a leakproof system. An anti seepage collar
will be placed on the low end of each wetland crossing.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
It is not cost effective to bore under wetlands along Beaver Creek. The wetlands will be temporarily impacted by construction
of the sewer interceptor, then restored to original grade, and allowed to return to wetlantd status. A maximum clearing width
of 25' will be allowed in wetland areas for the open cut installation. A maximum of 10' will be maintained as a maintenance
corridor.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ® Yes ? No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ® Corps

2c. If yes, which mitigation option will be used for this

pro
project? ? Mitigation bank

®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
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: 0.25 acres
4f. Non-riparian wetland mitigation requested: 0.48 acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
See attached NCEEP letter of acceptance. In areas where open cut trenching of the water main is required, the wetlands
will be impacted (temporarily) and restored to original grade. The Contractor will install anti-seepage collars through
these wetland areas to prevent drainage of wetlands. Through the installation of erosion control matting, seeding and
mulching, silt fence, sediment traps, rip-rp lined ditches, level spreaders, and other stormwater BMPs deemed
appropriate by NCDENR Division of Land Resources and USACE, an erosion control plan will be designed, submitted,
and approved before construction can begin. The Erosion Control system will be installed along the pipeline corridor and
the BPS and GST sites to prevent sediment runoff from reaching surface waters. This will minimize stormwater runoff
from the job site.
The proposed sewer alignment utilizes the greatest practical buffer along the length of Beaver Creek in order to minimize
impacts to wetlands and vegetative buffers while maintaining constructability of the project. Topography in the Beaver
Creek watershed consists of multiple bluffs with steep descending slopes down to Beaver Creek and multiples seeps
draining into Beaver Creek. The proposed sewer alignment must cross these seeps and wetland areas regardless of the
buffers held along Beaver Creek. Silt fence, check dams, and sediment traps will be installed on the down-slope side of
the project at specified intervals to prevent concentrated stormwater runoff from entering the riparian buffer areas.
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 ? Yes ® No
buffer mitigation?
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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
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%
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Zero percent impervious surface area on
this project site. Through the installation of erosion control matting, seeding and mulching, silt fence, sediment traps, rip-
rap lined ditches, level spreaders, and other stormwater BMPs deemed appropriate by NCDENR Division of Land
Resources and USACE, and erosion control plan will be designed, submitted, and approved before construction can
begin. The Erosion Control system will be installed along the pipeline corridor to prev ent sediment runoff from reaching
surface waters. This will minimize stormwater runoff from the job site.
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?
? Phase II
? NSW
3b. Which of the following locally-implemented stormwater management programs ? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
? Yes ? No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
? Yes
? No
letter.)
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.
Qualitative Cumulative Impact Analysis attached.
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.
The proposed project is a sewer interceptor that will transfer flows from approved developments and future anticipated
growth to the existing City of Raeford WWTP for treatment and discharge into Rockfish Creek.
Page 10 of 11
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 ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
? Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
"An Inventory of the Significant Natural Areas of Hoke County, North Carolina"
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?
"An Inventory of the Significant Natural Areas of Hoke County, North Carolina"
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?
NCSHPO, North Carolina Listings in the National Historic Register
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:
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Information System
Tim Johnson

Applicant/Agent's Printed Name Appl' n gent's Signature Date
(Agent's signature is id only if an authorization letter from the applicant
Is provided.)
n
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
Attachment A - Beaver Creek Gravity Sewer Interceptor to Serve Wal Mart - Wetland Impact Summary
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
A Fill Forested seep No 100 0.02
B Fill Forested seep No 150 0.05
C Fill Forested seep No 150 0.07
D Fill Seep No 150 0.05
E Fill Forested seep No 300 0.08
F Fill Seep No 250 0.07
G Fill Headwater forest No 250 0.06
1 Fill Headwater forest No 200 0.05
J Fill Headwater forest No 200 0.04
K Fill Seep No 200 0.03
M Fill Headwater forest No 200 0.07
N Fill Forested seep No 100 0.02
T Fill Headwater forest No 100 0.09
Total Wetland Impact (acres) 0.70
r, m
MARZIANO & MCGOUGAN, P.A.
consulting engineers
Marziano &r
McGougan, P.A.
1300 Second Avenue
Suite 211
Conway, SC 29526
Phone: [phone]
Fax: [phone]
February 26, 2009
RE: Qualitative Analysis for Cumulative Impacts (Section XIS
Wetlands NW-12 Permit
Beaver Creek Sewer Interceptor, Hoke County, NC
M&zM Project No. 38009/300
The Beaver Creek sewer interceptor is intended to serve county-approved subdivisions
within the Beaver Creek watershed. Upon completion of the project, it is anticipated that
other properties located within the Beaver Creek watershed will request access to the Beaver
Creek sewer interceptor. Therefore the pipeline has been designed to provide wastewater
collection capacity to the anticipated development within the Beaver Creek watershed.
The location of the Beaver Creek watershed relative to the 401 growth corridor and the City
of Raeford WWTP is conducive to allow further collection system expansion within this
watershed. The surrounding lands are predominantly farmland and have been cleared of
most vegetative cover for decades. The existing Hoke County water system and multiple
NCDOT roads already provide adequate service to these areas.
The proposed Beaver Creek sewer alignment utilizes the greatest practical buffer along the
length of Beaver Creek in order to minimize direct impacts to wetlands and vegetative
buffers while maintaining constructability of the project. Cumulative impacts to surrounding
lands and water quality are not expected to be negatively adverse due to the development
and mitigation guidelines established in the various Hoke County development ordinances
that control land use, zoning, densities, etc.
The various Hoke County development ordinances include the Zoning Ordinance, Land
Use Plan, Flood Damage Prevention Ordinance, and Subdivision Ordinance. Effectively,
these documents guide the county commissioners and all supporting staff in their planning
stages of various projects in the County. Therefore, the Hoke County development
ordinances is viewed as the authoritative document that controls cumulative impacts through
the designation of land use, buffer requirements, conservation areas, and other growth
corridors.
Electronic copies of these ordinances are available at the Hoke County website:
http://www.hokecounl):.org/buildinhoke.htm#DowrAoads

`,#-..
lin OTA ,
PROGRAM
January 8, 2009
Tim Johnson
Hoke County
227 N. Main St.
Raeford, NC 28376
Expiration of Acceptance: October 8, 2009
Project: Beaver Creek Regional Sewer System County: Hoke
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved. You must also comply with all other state federal or local
CompensatoryMitigation by Private Mitigation Banks
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)

Im
act
Ca
e F
0303000 Cold Cool Warm Ri arian Non-Riparian Coastal Marsh
p p
ear 4 0 0 0 0 0.48 0 0 0
Credits Cape Fear 03030004 0 0 0 0 0.96 0 : D7 1 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural Resources and the
U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone].
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Ronnie Smith, USACE-Wilmington
Ken Averitte, NCDWQ-Fayetteville
Adam Carter, agent
File
estort r?... ... Pro" ow -rt&6
AVXWA
ACDE ?!R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
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