20100506 Ver 1_More Info Received_20100706

iI ? .
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION
KINGSBRIDGE ON QUEENS CREEK, LOTS 4-8 SECTION 7A SUBDIVISION
TAX PEN NUMBER
534402590472
DEED BOOL NO; 1296 ON PAGE NO; 676
PROPERTY OWNER:ROBERT F. YOUNGBLOOD CONSTRUCTION COMPANY
POST OFFICE BOX 398
ATLANTIC BEACH, NC 28512
93 k@'31 pi 0 w I A N
JUL --6 2010
DENR - WATER QUkM
WETLAWS ANO STORNWW/ TER MQ"
PHONE [phone]
THE UNDERSIGNED, REGISTERED PROPERTY OWNER OF THE ABOVE NOTED PROPERTY, DO
HEREBY AUTHORIZE JOSEPH F. DUNNEH00 OF OCEANSIDE ENGINEERING AND SURVEYING TO
ACT ON MY BEHALF AND TAKE ALL ACTION NECESSARY FOR THE PROCESSING, ISSURANCE AND
ACCEPTANCE OF THIS PERMIT OR CERTIFICATION AND ANY AND ALL STANDARD AND SPECIAL
CONDITIONS ATTACHED.
I HEREBY CERTIFY THAT THE ABOVE INFORMATION SUBMITTED IN THIS APPLICATION IS TRUE
AND ACCURATE TO THE BEST OF MY KNOWLEDGE.
a /' r4??
AUTHORIZED SIGNATURE OF ROBERT F. YOUNGBLOOD
DATE: l G
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
June 28, 2010
CERTIFIED RETURN RECEIPT REQUESTED
Oceanside Engineering and Surveying PC Inc
Joseph Dunnehoo
539 Deer Creek Drive
Cape Carteret, North Carolina 28584
Subject Property:
Dear Mr. Dunnehoo:
Dee Freeman
Secretary
DWQ Project # 10-0506
Onslow County
Kingsbridge on Queen Creek Lots 4-8 Section 7A Subdivision
Agent Authorization
On June 28, 2010, the Division of Water Quality (DWQ) received the PCN applications dated
June 24, 2010 for the above referenced project. The DWQ has determined that your application was
incomplete and/or provided inaccurate information as discussed below.
Additional Information Requested:
1. Your signature on page 11 of 11 is not valid without an authorization letter from the
applicant. Please supply one (1) original and four (4) copies.
Please submit this information within 30 calendar days of the date of this letter. If we do not
receive this requested information within 30 calendar days of the date of this letter, your project
will be withdrawn and you will need to reapply with a new application and a new fee.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call me at 919-733-1786 if you have any
questions.
Thank you for your attention. If you have any que
Ral 'gh at [phone].
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: [phone] l FAX: [phone]
Internet: http://h2o.enr.state.nc.us/ncwetlands/
stions please contact me in our Central Office in
dy::?) 6?el 9 None hCarohna
Aat WAY
An Equal Opportunity 1 Affirmative Action Employer

Action Id.: 2009 02325
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
County: Onslow
INCOMPLETE APPLICATION
Property Owner: Robert F. Youn blood Constructing, Co
attn: Robert F Youn blood
Address: P oz 9
Atlantic Beach NC 28512
Agent
Address:
U.S.G.S. Quad: Hubert
Oceanside Engineering and Surveying
attn: Joseph F Dunnehoo PE PL_
539 Deer Creek Drive _
Cape Carteret NC 28584
Location/Description of Proposed Activity: The 3.67 acre tract is located within the Kingsbridge subdivision on
the southeast side of E Iveybridge Drive, approximately 375 feet south of its intersection with Avon Drive,
Hubert, Onslow County, North Carolina. The applicant has submitted a Preconstruction Notification
Application (PCN) for impacts to 0.03664 acres of Waters of the US for the purpose of constructing the
infrastructure for 5 lots in the Kingsbridge residential subdivision.
Type of Permit Applied For (check one): 1P () NWP (X) GP ( ) o Lg @I0 %q r
`"'
Applicable law: Section 404 of the Clean Water Act ( X ); Section 10, Rivers and Harbor Act o )
2010
YOUR APPLICATION IS INCOMPLETE AND CANNOT BE PROCESSED UNTIL THE FOLIC0y.JUL -? R?ri
INFORMATION IS RECEIVED (CHECK ALL THAT APPLY):
1NETlANDS ANC STpR1w1lYl1TER 6RN10h
? Your application form has not been completed and/or signed (see remarks)
? Under the conditions of the Nationwide Permit, mitigation is required for your project. The mitigation
proposal submitted with your application is insufficient. (see remarks.)
? Your application did not include a statement explaining how avoidance and minimization for losses of
waters of the U.S. were achieved on the project site. (see remarks)
? Your submitted project plans or maps were insufficient, too large, or not legible (see remarks).
? Your application did not include a delineation of affected special aquatic sites, including wetlands,
vegetated shallows, and riffle and pool complexes as required.
? You must submit a copy of your application to the NC Wildlife Resources Commission (WRC) since your
proposed work is in a designated trout water county (see remarks section below for the address of your
WRC representative)
Other (see remarks below).
REMARKS:
C
1 In order for Mr. Dunnehoo to act as your agent, we will need a signed agent authorization form.
2. Nationwide Permit 29 is not available for the proposed project because it does not comply with Re ional
Condition 4.5, which prohibits discharges into wetlands adjacent to High Qualit Waters g
This project may be permitted under Nationwide Permit 18 instead y (Queens Creek).
<h ://www,saw.usace.arm .mil/WetiandsMWP2007/PDF-SAW-NWP2007/NWP]8 6-07. df>.
3.
The Total Wetland Impacts in Section C, 2g (0.03664 ac.) does not equal the total Area of Impact in
Section C, 2f (0.083 ac.). Please correct this discrepancy.
4 Please bear in mind that an intermittent stream flows through the upper and lower wetland areas. As such
` the impacts proposed will impact a few linear feet of this stream in addition to wetlands
stream impacts appear to be minor, please include them as itemized linear foot impacts in Sec ion Ct 3 of
Page 1 oft-;1.?N _ 1 ??
the PCN.
5. It appears as though Wetland Impacts 2 and 3 will also raise the grade of the proposed culvert above that of
the existing culvert. If raising the grade of this culvert is proposed, it will have the effect of raising the
water level in the upper wetland area turning it into an open water pond. Please include information on the
elevation of this existing culvert vs. the proposed culvert, and its effect on the water level in the upper
wetland area. If this project does in fact raise the water level in the upper wetland area, please submit the
acreage of wetland affected.
6. The proposed plans for Wetland Impact 3 appear to show a rip rap pad on the downstream end of the
proposed culvert. If the grade of the proposed culvert is raised we would anticipate the need for a rip rap
pad to dissipate erosive velocities from the culvert. However, the rip rap pad shown appears to fall within
the footprint of the retaining wall. Is this correct? If the rip rap pad is proposed to be located outside of the
retaining wall boundaries, please include this additional impact in the PCN and include a plan sheet.
7. The overall project sheet shows the proposed Iveybridge Court corridor in very close proximity to the
existing wetland line. Please address our concern that silt fencing may not provide enough sedimentation
and erosion control to prevent wetland impacts, given the steep grade at the site.
Please submit the above information within 30 days of receipt of this Notification or we will consider your
application withdrawn and close the file. Please call or email <David.E.Bailey2ausace.army.mil> me if
you have any questions. _
Date: June 29.-2010
Corps Regulatory Official: David E. Bailey = /??--40 Telephone No.: 910-251-4469
Corps Regulatory Field Office Address: USACE Wilmington Regulatory Field Office, 69 Darlington Ave.,
Wilmin0on, NC 28403
cc: Joanne Steenhuis, DENR-DWQ Wilmington Regional Office, 127 Cardinal Dr. Ext., Wilmington, NC 28405
2
M
ceans do
Engineering & Surveying
539 DEER CREEK DRIVE, CAPE CARTERET, NC 28584 PHONE & FAX: [phone]
9 APRIL 2010
USACE
WILMINGTON REGULATORY FIELD OFFICE
69 DARLINGTON AVE. ) C f 6w
WILMINGTON, NC 28403 l d D 5Q (A
REFERENCE; YOUR LETTER DATED 29 JUNE 2010 (ACTION ID; 2009 02325)
DEAR MR. BAILEY:
This is in response to your letter as referenced above.
ITEM RESPONSE
1 ATTACHED IS THE AUTHORIZATION FORM YOU REQUESTED
2 I HAVE CHANGED THE APPLICATION TO REFLECT THE
CORRECTED PERMIT NUMBER
3 AMOUNT OF WETLAND HAS BEEN CORRECTED ON FORM
4 THIS INTERMITTENT STREAM HAS BEEN ADDED TO THE
APPLICATION
5 I HAVE ADDED THE POND ELEMENT TO THE APPLICATION AND
HAVE SHOWN ITS IMPACT ON THE PROJECT
6 THE RIP RAP IS AT THE EDGE OF THE RETAINING WALL, BUT NOT
WITHIN THE WETLANDS. IT IS NEEDED TO PREVENT EROSION
DUE TO THE DIFFERENCE IN ELEVATION BETWEEN THE INVERT
OUT AND THE FLOW LINE WITHIN THE EXISTING CHANNEL
7 THE ROAD BED SLOPE IS AR A 3:1 (H:V) SLOPE. INSTEAD OF
PLANTING SEEDS THE DEVELOPER WILL PLACE SOD OVER THE
ENTIRE AREA AND ANCHOR THE SOD WITH STAPLES. THE ROAD
BED IS CROSS SLOPED TO ONE SIDE, AWAY FROM THE
WETLANDS AND INTO A VEGETATIVE SWALE ON THE OPPOSITE
SIDE OF THE ROAD.
I HOPE THAT THIS ANSWERS ALL OF YOUR QUESTIONS AND
THAT I HAVE GIVEN YOU THE INFORMATION YOU NEED TO
SINCERELY,
PROCESS THIS APPLICATION.
""44
kf2
JOSEPH F. DUNNEHOO PE/PLS
0?0?. NN Ar41?Rpc
r
U <
ID -- oSolo
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
1 b. Specify Nationwide Permit (NWP) number: 18 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 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
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Z Yes ? No
2. Project Information
2a. Name of project: KINGSBRIDGE ON QUEENS CREEK LOTS 4-8 SECTION 7A SUBDIVISION
2b. County: ONSLOW
2c. Nearest municipality / town: SWANSBORO
2d. Subdivision name: KINGSBRIDGE ON QUEENS CREEK LOTS 4-8 SECTION 7A SUBDIVISION
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: ROBERT F. YOUNGBLOOD CONSTRUCTION COMPANY
3b. Deed Book and Page No. DB-1296: PG-676
3c. Responsible Party (for LLC if
applicable): N/A
3d. Street address:
_
POST OFFICE BOX 398 Jul 19 2010
3e. City, state, zip: ATLANTIC BEACH, NC 28512
3f. Telephone no.: 252-725-1259 WETlM1 MD ST ftVAMVW CN
3g. Fax no.:
3h. Email address:
Page I 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: JOSEPH F. DUNNEHOO PE/PLS
5b. Business name
(if applicable): OCEANSIDE ENGINEERING AND SURVEYING PC. INC.
5c. Street address: 539 DEER CREEK DRIVE
5d. City, state, zip: CAPE CARTERET, NC 28584
5e. Telephone no.: 252-393-8607
5f. Fax no.: NONE
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): 534402590472
Site coordinates (in decimal degrees):
1 b Latitude: 34.69722 Longitude: - 77.186944
. (DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 3.67 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to QUEEN CREEK
proposed project:
2b. Water Quality Classification of nearest receiving water: SA
2c. River basin: WHITE OAK
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 SITE IS PARTIALLY DEVELOPED. ADJACENT LANDS IS EITHER UNDEVELOPED OR RESIDENTIAL LOTS.
3b. List the total estimated acreage of all existing wetlands on the property:
0.86 ACRES
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
832 FEET 532' OF INTERMITTLENT (NO-NAME TRIBUTARY TO QUEENS CREEK) + 300' ON QUEENS CREEK
3d. Explain the purpose of the proposed project:
THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT SINGLE FAMILY RESIDENTIAL HOUSING FOR THE
SWANSBORO COMMUNITY.
3e. Describe the overall project in detail, including the type of equipment to be used:
THIS SUBDIVISION WILL CONTAIN FIVE (5) LOTS AND FOUR HUNDRED SEVENTY (470') LINEAR FEET OF
ASPHALT ROAD. THE APPLICANT WILL COMPLETE ALL PLANNED ROADS AND STORMWATER CONVEYANCES.
CULVERTS WILL BE INSTALLED AT WETLAND CROSSING AND EXISTING SMALLER PIPER REPLACED WITH
LARGER PIPES. SILT FENCING WILL BE INSTALLED TO PREVENT EROSION FROM ENTERING WETLANDS.
MOTOR GRADERS, FRONT END LOADERS, DUMP TRUCKS, AND ASPHALT LAYING PAVERS.
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: HAYWOOD PITTMAN
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
DAVIS DANIELS APPROVED THE WETLAND DELINEATION.
5. 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.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
I
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
PLACE FILL IN ® Yes ® Corps
W1 ®P ? T WETLANDS+MAKE NON-REPARIAN ? No ® DWQ 0.06334
POND

W2 ®P ? T PLACE FILL IN
WETLANDS
-REPARIAN
NON ® Yes
E] No ® Corps
® DWQ 0.00585
W3 ®P ? T PLACE FILL IN
WETLANDS NON-REPARIAN ® Yes
? No ® Corps
® DWQ 0.02420
? Yes ? Corps
W4 ? P ? T ? No ? DWQ
? Yes ? Corps
W5 ? P ? T ? No ? DWQ
? Yes ? Corps
W6 ? P ? T ? No ? DWQ
2g. Total wetland impacts 0.09339
2h. Comments: TOTAL IMPACT IS 0.09339 ACRES WHICH IS LESS THAN 0.10 ACRE. WITHOUT IMPACTING THIS
LAND IT WOULD BE IMPOSSIBLE TO ACCESS UPLANDS.
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. 39•
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 FILL ? PER
® INT ® Corps
? DWQ 20 71
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 71
3i. Comments: NO NAME INTERMITTENT TRIBUTARY DRAINS INTO QUEENS CREEK
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 NO NAME FILL TRIBUTARY 0.09339
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 of (acres)
number pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1 FILTER RUNOFF 0.05675
P2
5f. Total
5g. Comments: WILL FILTER RUNOFF FROM DOT'S ROAD AND DRAINAGE STRUCTURE
5h. Is a dam high hazard permit required?
? Yes ®No If yes, permit ID no:
5i. Expected pond surface area (acres): 0.05675
5j. Size of pond watershed (acres): UNDER 1 ACRE
PLACE 36" CULVERT AT ELEVATION OF 6.8 THEN FILL ABOVE
5k. Method of construction: CULVERT TO ELEVATION OF 15.2' FOR ROAD BED
Page 6 of 11
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) for Stream name mitigation (square feet) (square feet)
or 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
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
APPLICANT MOVED ROAD TO MINIMIZE IMPACT. ROAD CROSSES AT NARROWEST POINT AND RUNS PARALLEL
TO WETLANDS. RETAINING WALLS WILL BE CONSTRUCTED TO HOLD BACK FILL AND RESTRICT EROSION FROM
ENTERING WETLAND DUE TO VELOCITY FROM EXISTING PIPE THAT EMPTIES INTO WETLAND AND MOVES FROM
ONE WETLAND ZONE TO ANOTHER.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
SILT FENCING PLACED BETWEEN GRADING LIMITS AND WETLANDS. RETAINING WALLS WILL BE CONSTRUCTED
TO PREVENT SEDIMENT FROM ENTERING WETLANDS.
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 7 of 11
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).
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
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? 25%
2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
ENGINEER IS I N PROCESS OF FINALIZING PLANS. ALL STORMWATER WILL BE COLLECTED IN
SEDDIMENTATION TRAPS THEN FLOW INTO 100' VEGETATIVE SWALES ON UPLAND SIDE OF WETLAND. THE
SWALES WILL BE IN EXCESS OF 100 FEET LONG AND WITH A VELOCITY OF U NDER 2 FEET PER SECOND.
THE RUNOFF WILL FLOW INTO THE WETLANDS THROUGH CULVERTS AND RI P RAP APRONS (THE RUNOFF
NOW FLOWS INTO THESE SAME WETLANDS).
? 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
3b. Which of the following locally-implemented stormwater management programs ? NSW
? 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

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)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? 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 DEVELOPMENT HAS A WASTEWATER TREATMENT PLANT AND SEWAGE WILL BE TREATED THERE.
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?
THE NC NATURALHERITAGE PROGRAM GIS LAYER WAS USED TO DETERMINE THE PRESENCE OF
FEDERALLY LISTED SPECIES. NO RARE (STATE OR FEDERAL PROTECTED)SPECIES ARE KNOWN TO OCCUR
ON OR WITHIN A HALF MILE RADIUS OF THE SITE.
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 NOAA FISHERIES ESSENTIAL FISH HABITAL MAPER GIS PROGRAM WAS USED TO DETERMINE THE
PRESENCE OF ESSENTIAL FISH HABITAL. NO DATA WAS DEPICTED FOR THE PROJECT AREA.
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?
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: ALL CONSTRUCTION OF RESIDENTIAL UNITS MUST BE
OUTSIDE LIMITS OF 100 YEAR FLOOD AND HOMES MUST BE BUILT TWO FEET ABOVE THE 100 YEAT FLOOD
ELEVATION.
8c. What source(s) did you use to make the floodplain determination?
JOSEPH F. DLTNNEHOO 2 JULY 2010
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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~ ~ < i 5' a peel ~ ~®u®ioo~ilwlm~~ ~I~ ®~eisumW~~i® ( _ _ _
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~ ti ~ ~ S WETLAND AREA ~ _ _ i ~ I AREA ~ I ~ • _ RIGHT-OF-WAY
L .p ~ - ~ 9 ~ ~l ~ emonl~m~uomwB®uo~uum 3 EACH 6 VALVES CUT I , I ~ 0 ~ INTO EXISTING 6"LINE ~ 0' S0+ - • ( ]O 5
t~ ~ ~ ~ C~ AND SET 90° TEE ~ I W12 EACH 45° ELBOWS M
c ~ ~ CHECK DAM PLAN VIE PROPOSED I M PLAN VIEW II
~ 9 ~0 ~ < r ,g 12" pIAMETER STEEL ENCASEMENT PIPE
~ 0 0 ~ - _ ~ ~ G d~ 50' LONG
,r ® ~ ~ ~ CHECK DAM PROFILE M PROFILE VIEW
S p ~ N ~ ~ WATER SYMBOL LEGE b / , e ~ ~
r ~ ~ ~ r _ i G ti fi ( ~
C~ - _ WATER LINE Y~ I S ~ ~ Q .r ~ ~ ~ ~ s o> . ~ - ~ <9 SEDIMENTATION TRA ATION TRAP II ~ ~ ~ 5 ~ z 21 Z
ea VALVE ~ - ~ _ - : _ _ ~ I--
lET INSTA I ( ~ C 1'OP R ~ ~ ~$l@~' T ~i ~ I ' l ~ _ i i / A / IM i ~ . ~ ~ V I W W
FPRE HYDRANT I ,5.87 r I „1"~ ~ ~ N NVERT 30 ~ ~ . i RCP=~5. ~ ' I / INVeRr A _ 07 ~ ~ 100 FOOT VEGETATI~ O 6 PVC-15.5T a ~ 1 i,• I \ JEGETATIVE SWALE ° Q I Q ~ a
~ TEE "RCP Y I X11 FLOW = ~ LL =
~ 90° ELBOW soi No . /;:!r ~ • \ ~ . \\'~j~r C~~ / ~ O ~ O O O
22.5' ELBOW ~ R ti J ~ ~ r ~ ~
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t 11.25° ELBOW ~ ~ I LET TOP : / / S ~ . .C}J V~ i
~-6~ WATER METER M 6.39' / ~ Q ~ Q J•• O. 1 STALLED 9 / / V' ~J \ /
IN RTOUT3 Op; / ~ ~ -
I ST 11.59' / ~ ~ ~ ~ ~ rte,®~ ICI AueD Dor ~ : ~ C ~-.~.~®i KINGSBRIDGE RD NCSR 1685 EXISTING ROAD NOT TO SCALE
WETLAND IMPACT AREA#1 , • ~i 9 ~ I ~
278 SF AEOWE CONTOUR LINE 7 TO BE FILLED I ~ ~ ' ~ _ ~ I ~ ~ ~ ~ \
PLUS 2472 SF BELOW CONTOUR LINE ? I _ ~ , - E ~
ECOMEPOND AT ELEVATION i / ~ ' ~I WFLICH WILL E o , ~ ~ \ ~ ' .1 I ~ ~ wFr I ~ / _ / ~ ~ ~ SANDS
6.8 HEADWVIATER _ , X ~ . D Z 1~ \ ~ I ~
.ARP ~ _ ~ ~ REPLACE 24 CMP WITH 36 C
i \ ~ INV OF NEW 36 RCP - 6.8 ' I ' : / s ~ . ~ ~ ~ ~ ~ ~ \ PLAN VIEW
E~ ~ I , o , _ A~ ~ - - -r q , ~.w I GLADE = 0.15 /o FOR 56 LF I ~ - ~ ~ ~1 I '~~g?' ,r 50.0' R/W _._._..~.I
I
~7 F T F 24' I I • EXISTING -.-.-.-•-•-•-•-.I-•-•-• - I
ROAD I 18" CULVERT TD MATCH ' EXISTR~G DITCH GRADE
~ ~ ~ ~ DRAI~J'AGE ~n ~ / WETLAND IMPACT AREA #2 ~ ~ ~ N S 0 ~ ' ~ • ~ I 61- ~ B'ITH 18" OF COVER
~ AREA # ~ ~ f ~ r C~ o~ ~ E,. ~-a- ~ - 20'~ ~ 20' - ~
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20 LF 6 DI ~ ~ 2. ~ . w ER i~ ~ ~ S ~.1~~~- p3 2 - •~'~;~;R~;; ,.,,in' ~ ••`••~4n PROPOSED ,
S s s ~ ~ 9 3 - $TIHG - ie:•Y WATER LINE
p as o \ ~ m, 0 ~ D AREA I'~MPACT ~3 ~ ~ ~ ~ ~ ~ ® ~ ~ ~
~ 1 ,off g _ OP SED 12" STEEL ENCA EMENT IPE (0.18 INCHE$ WALL THICKNESS)
F ~ ~ ~ ~ ~ i 5.0' - -
~ ~ r; e CAS 1 156 ® Q Od up ~ o ~ ! 5 12 ~j o 2EACH 6"- 10~
u ~ Q r p to D: nj 45°ELGOWS _i~ ~ 0 I I
-V ~ RTt" ° qtr f- ~ 9 N p. Z ~ ~ 8 RCP 1~ Q ~j ~ OJ WATER LINE MUST HAVE MINIMUM COVER OF 36"UNDER ROAD. PIT SIZE TOP SCALE: SIDE SLOPES ON OPEN BORE PIT MUST BE NO STEEPER THAN(V:H)1:1. 2A' LONG, 15' WIDE
~W °W .95 ~ f ~ 4 USE 60 LF OF 12" STEEL ENCASEMENT PIPE M}NIMUM AND NONE THICKNESS OF PIPE SHALL BE 0.1881NGMES. PIT SIZE BOTTOM
a ®o. - 1 ~ a ~ .Q V °ci (~J EXISTING DISTANCES AND DEPTHS, AS Il' RELATES TO THE WATER L+NE, 10' LONG, 5' WIDE ~ p ARE APPROXIMATE AND ARE FOR NCD<T1 REQUIREMENT ONLY. : f
- ~ 0 ~.~o.~~ G ~ h a ~ ~ ~ ~ m c~ , ~ J G ACTUAL DEPTHS AND DISTANCES WILL 13E GIVEN ONCE THE EXISTIN3 DEPTH= 5.0' 0!, WATER LINES ARE LOCATED AND UNCOVERED
® ~ a ~ m ~ ~ ~ J < ~ ~ ® ~
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V o u Q ~ a ~ 6 ~ m ~C W J J ~ W Cp ~ `tl 6 H - ~
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O F o a s a v. ~ o+ N k V ~ Ir
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SURVEY ~Y: STRICKLaND SURVEYING PA~ ~ ~ ~ pQ k45 o.® w +
~ ~ + 200 VC p g ~ ~
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NSTRUCTIQ~N CD, INC ROBERT F, YDUNGBLGaD CG
P M OWNER DEVELO ER
UEEN~ CREEK S MIDGE ON KING D
ROBERT F. Y~~UNGBL~~D C~NSTRUCTI~N CO,INC LOTS 4-8, SECTION 7A
P.D. BMX 398 11 1 pp ~I CONTACT & PHONE: ROBERT YOUNGBLOOD
ATLANTIC BEACH NC C8513 E SWANSBG~RD TWSP,, DNSLOW CGUNTY, N.C. ~ , , I~ E VI S I O I V S ROBERT YOUNGBLOOD 208 SALTER PATH RD ~.ri~-7~.ri-1 ~riA PILAF KNfll i SN(1RF~ N(: ~Rri1 ~ ~I .~I n
SURVEYED. rhU lvt CJt-r4/-43if b
STRICKLAND SURVEYING, P.A. 11/12/09 REFERENCE: HORIZONTIAL SCALE: _JO' 2 JULY 2010 JOB LOCATION:- KINGSBRIDGE ON QUEENS CREEK-LOTS - hZ25 "IU~-l~ 4-8 SECTION 7A OFF IVYBRIDGE DRIVE, HUBERT, NC ~~pj}~n°E A ouveyms o
P.D. BMX 331 INV#i FB#' MB 33 PG 125 DB 1295 REVISIONS FILE NUMBER: m& r
100301 PLAN and PROFILE CAPE DEER CREEK DRIVE
MOREHEpD CITY, N.C. 28557 4098 DATE PG 676 12/22/09 DATE: LOTS 4-8 PHONE [phone]
(zsz) 727-1970 z/lo/lo 6 APRIL 2010 m
SCALE: SHEET S2 OF SHEETS SHEET: APPROVED BY. DRAWN BY: JOSEPH F. DUNNEHOO PE/PLS
THOMAS EDWARD STRICKLAND III P.L.S. 1' = 60' S3 OF_____ J. DUNNEH00 LML '--zu/

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ZU WW'H HZ z ~H aZ ~ _ r-i ~ CONTACT & PHONE: ROBERT YOUNGBLOOD r
F-- ~ ~ ~ ~ R EVI SI 0~1 S ROBERT YOUNGBLOOD 208 SALTER PATH RD
H~ n- ~ 252-725-1259 PINE KNOLL SHORES, NC 28512
11- 1 Q- ~ X U XWZ W~ U z 2 JULY 2010 X06 LocATION: KINGSBRIDGE ON QUEENS CREEK LOTS H
m 11® 1 W~H ~ ~ I- 4-8 SECTION 7A OFF IVYBRIDGE DRIWE, HUBERT, NC ~~j}~j~~}~j~~ ~
' 11® 1 11® 1 ' ~ FILE NUMBER: ~y
I X 100301 PLAN anal PROFILE 539 DEER CREEK DRIVE i . ~ new. , w ' . ~ CAPE CARTERET, NC. 28584
VERTICAL SCALE:1 11=2.5' VERTICAL SCALE:1 "=2.5' 6 APRIL 2010 IMHAU I AKtHS PHONE [phone] SHEET: APPROVED BY: DRAWN BY: JOSEPH F. DUNNEH®0 PEIPLS
SCOE 4 OF 4 J. DUNNEH00