20110968 Ver 1_401 Application_20111011

6 8
MULKEY
ENGINEERS Cx CONSULTA N79 0 ?k151?a V
PO Box 331 27 V
RALEIGH, NC 27636
PHONE: [phone] OCT 2 8 2011
FAx: c-319-B51-1918
DENR - WATER QUkM
WETIMISAIUSIONWERIM40
LETTER OF TRANSMITTAL
To: NC DWQ, 401/Wetlands Unit Date: October 27, 2011
Archdale Building
512 North Salisbury Street
Raleigh, North Carolina 27604
** HAND DELIVER **
Re: City of Goldsboro Job No.: 10.01 Task F
Little Cherry Pump Station + Outfall Upgrades
I am sending you the following item(s):
COPIES DATE NO. DESCRIPTION
5 Completed Pre-Construction Notification Form
5 11 x 17 Impact Map Drawings
1 $240.00 Permit

These are transmitted as checked below:
? As requested ? For your use
® For approval ? For Signatures
® For review and comment ?
Remarks:
Please let me know if there are any questions or comments. You can contact me at [phone] or
mallen(a-mulkeyinc.com. Thank you for your time and assistance.
Copy to: File
Signed:
ichael D. Allen, P.E.
roject Manager

o?0F wAr§?
O 'c
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 El Section 10 Permit
1b. Specify Nationwide Permit (NW P) number: NW 12 or General Permit (GP) number: GC3819
1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
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 ® No
2. Project Information
2a. Name of project: Little Cherry Pump Station and Outfall Upgrades
2b. County: Wayne
2c. Nearest municipality / town: Goldsboro
2d. Subdivision name: N/A

2e. NCDOT only, T.I.P. or state
project no: U LS \?q L15 U \.I L=3
N/A
3. Owner Information OCT 2 S 2011
3a. Name(s) on Recorded Deed: State of North Carolina DENR,WATERIIUALM
3b. Deed Book and Page No.
0MCH
Deed Book 516, Page 517 SMRMWATER
3c. Responsible Party (for LLC if
applicable): City of Goldsboro
3d. Street address: 200 North Center Street
3e. City, state, zip: Goldsboro, North Carolina 27530
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
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: Owner and Operator of Sanitary Sewer System
4b. Name: City of Goldsboro
4c. Business name
(if applicable):
4d. Street address: 200 North Center Street
4e. City, state, zip: Goldsboro, North Carolina 27530
4f. Telephone no.: [phone]
4g. Fax no.: [phone]
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Michael D. Allen, PE
5b. Business name
(if applicable): Mulkey Engineers & Consultants, Inc.
5c. Street address: 6750 Tryon Road
5d. City, state, zip: Cary, North Carolina 27518
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): 268070881
Latitude: 35.39091 Longitude: - 78.02596
1b. Site coordinates (in decimal degrees): (DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 1,230 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Little River
proposed project:
2b. Water Quality Classification of nearest receiving water: C, NSW
2c. River basin: Neuse
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:
A portion of the site is the home of the existing Cherry Hospital (NC mental hospital) serving eastern NC. The majority of
the site is undeveloped. The proposed impacts occurs adjacent to an existing sanitary sewer easement maintained by
the City of Goldsboro.
3b. List the total estimated acreage of all existing wetlands on the property:
Unknown (the entire 1,230 acre tract has not been delineated)
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Unknown (the entire 1,230 acre tract has not been delineated)
3d. Explain the purpose of the proposed project:
The project consists of a proposed 12-inch aerial santiary sewer crossing which will replace an existing 8-inch aerial
sanitary sewer crossing. The proposed aerial crossing will be located in a 30-inch steel carrier pipe for additional
protection (the existing sewer crossing is not located in a carrier pipe).
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed 12-inch aerial santiary sewer crossing will replace an existing 8-inch aerial sanitary sewer crossing. The
proposed aerial crossing will be encased in a steel carrier pipe (the existing sewer crossing is not protected). There are
two proposed piers to support the aerial crossing and will replace the existing five (5) piers currently located in the stream.
One of the proposed piers will be located on solid ground within the Neuse Buffer. The second proposed pier will be
located in the stream but away from the main channel. Traditional construction equipment will be utilized including
excavators, drill rigs, and bulldozers. The pier to be located in the stream channel will be installed utilizing a micropile
foundation which will allow the use of a much smaller piece of construction equipment.
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: Proposed impacts are adjacent to existing sewer.
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: N/A
Name (if known): N/A Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
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.
The original aerial sanitary sewer crossing is at least 20 years old.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
N/A
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
I 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 J
W1 ? P ? T ? Yes
? No ? Corps
? DWQ
W2 ? P ? T ? Yes
? No ? Corps
? DWQ
W3 ? P ? T ? Yes
? No ? Corps
? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact 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 Utility Crossing Little River ® PER
? INT ® Corps
? DWQ 70 4.5
S2 ? P ®T Utility Crossing Little River ® PER
? INT ® Corps
? DWQ 70 35
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 35
3i. Comments: The proposed support pier to be constructed in the river will 1'-6" by 4'-6" (6.9 SF). The five existing piers to be
removed are approximately 1'-6" by 2'-0" (15 SF), therefore a reduction in permanent impacts is expected. Rip rap will be
installed along the stream banks to account for the remaining permanent stream impacts. In order to construct the proposed
pier, a temporary 35' by 35' (1,225 SF) platform will be constructed in the river to support the construction equipment. Once
the pier has been constructed, this temporary platform will be removed.
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
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 any 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) required?
B1 ®P ? T Utility
Crossing Little River ? Yes
® No 0 0
B2 ? P ®T Utility
Crossing Little River ? Yes
® No 1,492 500
B3 ?P?T ?Yes
? No
6h. Total buffer impacts 1,492 500
6i. Comments:
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.
During the design phase, we attempted to design a support system which could span the entire river. This would require a
carrier pipe approximately 90 LF without supports. In order to span this distance, a stainless steel carrier pipe approximately 2
inches thick would be required which would be extremely cost prohibitive. In addition, a ful size crane would be needed to
install the pipe and access for this equipment would have created enen more impacts. The foundations required for the piers
are to be installed utilzing micropiles in lieu of driven H piles. The micropiles utilize a smaller drill rig than the traditional H pile
rig. The mircopiles are more costly to construct but access to the site is easier and reduces the impacts to the stream and
buffers. Because the proposed aerial crossing connects to an existing pump station located approximately 200 feet away,
there was no opportunity to design the pipe to go below the stream.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The micropile rig is a much smaller piece of construction equipment as compared to the traditional deep foundation pile rig. In
order to access the site with a traditional deep foundation pile rig, additional impacts would have been required along with a
larger work platform in the river.
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
El Payment to in-lieu fee program
project?
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments: N/A
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: N/A
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.
N/A
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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).
N/A
6h. Comments: N/A
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
1a. 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.

Comments: Aerial santiary sewer pipe. No stormwater is collected by the project. ? Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? Less than 5 %
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan
explain why: Replacement of an existing aerial
,
crossing. There is no net increase in imperivous surface.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
N/A
® 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 Goldsboro
® Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
apply (check all that apply): ? USMP
? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties

4a. Which of the following state-implemented stormwater management programs apply ? HQW
? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
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 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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)?
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: N/A
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 213 .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): N/A
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.
N/A
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 aerial sanitary sewer crossing will replace an existing aerial sanitary sewer crossing which will continue to
transport collected wastewater to the City of Goldsboro's Water Reclamation Facility
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?
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?
N/A
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?
The proposed site location is not within the 20 coastal counties.
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?
A GIS search and examination of state databases did not indicate the presence of any archaeological resources in the
vicinity of the aerial crossing
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: The proposed aerial stream crossing is replacing an existing aerial
crossing. There is only one proposed pier to be located in the stream and with the removal of five piers there should be a
net decrease in the floodplain.
8c. What source(s) did you use to make the floodplain determination? FIRM Map No. 3720268000J dated 12/02/05
Scott A. Stevens /0 _ZS_ It
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
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