20050003 Ver 1_Complete File_20050103

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Michael F, Easley, Governor

William G, Ross Jr" Secretary
North Carolina Department of Environment and Natural Resources

Alan W, K1imck, P,E, Director
Division of Watcr Quality

February 24, 2005

DWQ Project # 05-0003
Dare County

Hattie Creek Landing, LLC
C/O Warren Eadus
29 Fairway Drive
Southern Shores, NC, 27949

Subject Property:

Hattie Creek Landing
Atlantic Ocean, Class SB, 00-(7)

Approval of 401 Water Quality Certification with Additional Conditions

Dear Mr. Eadus:

You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.17 acres of wetlands for the purpose of constructing a residential subdivision ! I
at the subject property, as described within your application dated December 28, 2004 and received by the
N.C. Division of Water Quality (DWQ) on January 3, 2005. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Numbcr(s) 3404 (GC3404).
The Certification(s) allows you to use Nationwide Permit(s) 14 when issued by the US Army Corps of
Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, Non-discharge, and other regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.

This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.

The Additional Conditions of the Certification are:

1. Impacts Approved

The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:

404/CAMA Wetlands

Plan Location or Reference
PCN form

N~nt1.h Caw in
;Vatllml/!I
I

401 OversighVExpress Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/lntemet http://h2o,enr.st3te.nc,us/ncwetlands

An Equal Opportunity/AffirmaUve Action Employer - 50% Recycled/10% Post Consumer Paper

Hattie Creek Landing
Page 2 of:1'
February 24, 2005 ,

2. Erosion & Sediment Control Practices

Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:

a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.

3. No Waste, Spoil, Solids, or Fill of Any Kind

No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.

4. No Sediment & Erosion Control Measures win Wetlands or Waters

Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.

5. Certificate of Completion

Upon completion of all work approved within. the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.

6, Deed Notifications

Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification ean be downloaded from the 401/Wetlands Unit web site at
http://h20.enr.state.nc,us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.

....

Hattie Creek Landing
Page 3 of3
February 24, 2005

Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.

If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.

This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Tom Steffens in the DWQ Washington Regional Office at 252-946-6481.

A WKJ cbk

Sincerely,

~'Y~1

^ Alan W. Klimek, P.E.

I
/

Enclosures:

GC 3404
Certificate of Completion

cc: Warren Eadus, P.O. Drawer 870, Kitty Hawk, NC, 27949
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files

Filename: 050003Hattie(Darc)401

December 28, 2004

~~@~DW~~

JAN 0 ~ Z005

P.O. Drawer 870
Kitty Hawk. NC 279-19
Phone: [phone]
Fox: 252-261-12W

{Quible & Associates, P,C,

Quib~e

ENGINEERING. ENVIRONMENTAL SCIENCES. PLANNING. SURVEYING
SINCE 1959

PRINCIPALS
Sean C. Boylo. P E
Joseph S. Lassiter. CE.P
Eduardo J. Valdlvio50, PE

Mr. William Wescott
USACE
PO Box 1000
Washington, NC 27889-1000

DENR - WATER QUALITY
WETlANDS AND STOm.fNATER BRANCH

ASSOCIATES
Joseph J. Anlauf. PE.
Katherine C, Marchello, P.LS.
David S. N0tf

Re: Nationwide 14 Fill Permit Application
Hattie Creef Subdivision, Salvo, Dare County North Carolina

Dear Mr.Wescott:

Please find enclosed a Nationwide 14 Fill Permit Application for the above referenced property located
in Salvo, Dare County. The site is a 8.72 acre parcel (subdivided recently from a larger 12.61 acre tract
owned by Joseph Kierzkowski) centered approximately around 350 32' 42.4" N latitude and 750 28' 25.5"
W longitude. A wetlands delineation of both parcels was conducted by myself on September 9, 2004.
According to the surveyed plat of the wetlands, there are a total of 0.53 acres of wetlands on the entire
tract. Of the 0.53 acres of wetlands, there are 0.33 acres on Parcel B.

As shown on the enclosed plats, Parcel "B" is going to be subdivided into a total of 18 lots. A
Nationwide 14 Permit is needed for the access road crossing the two wetland areas identified on the
enclosed plats. The Kierzkowski tract was subdivided to provide access to the rear of the property for
the purpose of the subdivision, There are currently two houses on the front of the tract (Parcel A), which
is still owned by Joseph Kierzkowski.

Two areas of fill totaling 0.17 acres are requested under a Nationwide 14 Permit Fill Application. The
0.17 acre wetland fill is necessary due to the existing home sites and two grave sites on the property. The
existing site conditions are shown on the enclosed plats. Mitigation will be in the form of a payment to
the Ecosystem Enhancement Program (EEP). A form and letter requesting the site to be considered
eligible for mitigation through a payment to the EE? was mailed on December 23, 2004. Copies of the
request have been included for your convenience.

Please do not hesitate to contact the undersigned at [phone] if you have any questions or
comments concerning this project.

Sincerely,

Quible & Associates, P.C.

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Parcel Humber: 013219000
pm It: 064720908514
Deed BklPg: 1034ro614
Deed Date: 02121/1996
PhtDat.t: PL: C SL: BIB
Lot: BIle See:
Subdivision: SUBD IVISIOH . HO HE
Location: 27415 H C 12 HWY
Town: SALVO
Stories: 2
Bedrooms: H/A
Baths: 3
Year Buih.: 1979
Lmd Value: $1003000,00
Building Value: $323900 DO
Misc, Value: $12500 DO
TottI Value: $1339400,00

roo

Contact In! 0 :
KIERZKOWSKI, SAHDRA
KIERZKOWSKI,JO SEPH W
PO BOX55
SAL VO ,H C 27912

Lot NJmber ~
Lot amen~ion
fu~ous line
Clnal-91orEline
". -', EasEment
c:=!:::::J Rood Zone (i'\>,[)

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1200 Feet

This m~ is prep <red ronhe inventory oheal prcperlyfound Wthin this jurisdiction, and is
corrpile:l from recorde:l deeds, plats and other public data. Lters of this map are herebynotined
th<t the aforemetioned public primaroj infonn<ti on s 00 n:es should be consulted for .
\erincation of the infonnalion contained in this map.
~E o::::tNTY AS9.1VES NO LEGOL R~UTY F<R ll-E It-F<RM<=\TICN <X:NT Iolt-ID ]\I THIS MOP

December 10, 2004

USACE-Ecosystem Enhancement Program
1619 Mail Service Center
Raleigh, NC 27699-1619

Re: Hattie Creef Landing, LLC
Salvo, Dare County, North Carolina

Dear Sir/Madam:

Hattie Creef Landing, LLC is developing an 8,72 acre parcel of land in Salvo, Dare County, North Carolina as a
single family residential subdivision. The 8.72 acre parcel was carved from a larger 12.61 acre parcel owned by
Joseph Kierzkowski. The entire 12.61 acre parcel has been split into two parcels, A and B. Mr. Kierzkowski has
retained 3,89 acres [0,20 acres of wetlands] and the two existing houses as Parcel A. Parcel B, owned by Hattie
Creef Landing, LLC, is 8.72 acres with 0.33 acres of wetlands, The enclosed site plan clearly shows both parcels
and wetland areas and areas proposed for fill.

The proposed project is the fill of 7,545.67 sf of wetlands (0,17 ac.) for a road crossing, The mitigation requirement
for a conservation easement is a minimum of 10: 1, preservation to fill ratio. Therefore, there are not enough acres of
wetlands on either property to offset the proposed fill. The road as proposed is necessary to gain entrance to the
proposed subdivision, Alternative entrance/access road areas were considered to avoid wetlands, however there are
two existing grave sites and two existing home sites and driveway access that limit the Parcel B access to the location
proposed.

Hattie Creef Landing, LLC formerly requests that they be allowed to contribute to the Ecosystem Enhancement
Program at a ratio of 2: I, contribution to fill. The proposed area [0.17 acres] for fill is clearly indicated on the
enclosed site plan, A copy of the Nationwide 14 Fill Permit Application has been included along with this letter for
your convenience. Based on the 2: I contribution to fill ratio, it is estimated that the contribution amount will be for
0.34 acres. Since the EEP accepts contributions in 0.25 acre increments, a one time contribution of $6,000 dollars
[$3,000/0,25 acre fill] will be made to the EEP if this request is accepted.

The Nationwide 14 Fill Permit Application has been submitted to the USACE for processing. Your determination of
the developers eligibility to contribute to the EEP as a mitigation alternative is essential in determining if a
Nationwide 14 Fill Permit can be issued. Therefore, your timely cooperation in this matter is greatly appreciated.

Sincerely,

!~"Od",". P.C.

~a~dus

enc: Nationwide 14 Fill Permit Application

cc: Hattie Creef Landing, LLC

NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM
IN LIEU FEE REQUEST FORM

Complete this form, print and sign, and either mail to NCEEP, 1619 Mail Service Center, Raleigh, NC
27699-1619, or fax to 919-733-5321, Attachments are acceptable to clarify information on the form,

1. Name of Applicant or Agent * Mike Pugh
2. Name of Business * Hattie Creet, LLC
3. Street Address * 29 Fairway Drive
4. City, State, Zip * Southern Shores, North Carolina 27949
5. Telephone * 252.261.3300 (Agent)
6. Fax 252.261,1260 (Agent)
7. E-mail [e-mail] (Agent)
8. Project Name * Hattie Creet Landing
9. Project Location * Salvo, Dare County North Carolina
10. Lat-Long Coordinates Lat. 35d 32m 42.4s N Long, 75d 28m 25,5s W
11. River Basin * Pasquotank
12. Cataloging Unit (8-digit) *** 03020105
13. Project County * Dare
14. Riparian Wetland Impact * NA acres
15. Non-Riparian Wetland Impact * 0.17 acres
16. Coastal Marsh Impact * 0 acres
17. Stream-Cold Impact * 0 feet
18. Stream-Cool Impact * 0 feet
19. Stream-Warm Impact * 0 feet
20. ** Buffer-Zone 1 Impact * NA square feet
21. ** Buffer-Zone 2 Impact * NA square feet
22. ** Buffer-Total (Zone 1 + Zone 2) * NA square feet
Date: I z. {z.z/ t:?f- Signature of Applicant or Agent:
/ ;ff;~
Attachments? [TI'Yes DNo
* Required information; zero answers in 14-22 should' b~~cated ~ "0" or "N/A", not left blank,
** Buffer miti ation a Iicable onl in the Neuse, Tar-Pa '0 and Catawba River Basins

g pp y
and the Randleman Lake Water Supply Watershed,
*** Go to EPA "Surf Your Watershed" http://cfpub.epaqov/surf/locate/indexcfm for CU determination
Direct all questions to Carol Shaw at 919-733-5205 or [e-mail]

I Office Use Only:

Form Version May 2002

USACE Action ID No. D\VQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/ A".)

I. Processing

1. Check all of the approval(s) requested for this project:
~ Section 404 Permit 0
D Section 10 Permit 0
~ 401 Water Quality Certification

Riparian or Watershed Buffer Rules
Isolated Wetland Permit from DWQ

2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14 Fill

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: 0

4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ~

5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: 0

II. Applicant Information

1. Owner/Applicant Information
Name: Hattie Creef Landing, LLC
Mailing Address: 29 Fairwav Drive, Southern Shores. NC 27949
Telephone Number: Fax Number:
E-mail Address:

2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Warren Eadus
Company Affiliation: Ouible & Associates, P.e.
Mailing Address: P.O. Drawer 870, Kittv Hawk. NC 27949
Telephone Number: 252.261.3300 Fax Number: 252.261.1260
E-mail Address:[e-mail]

Page 5 of 12

I III.

Project Information

Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.

1. Name of project: Hattie Creef Landing

2. T.I.P. Project Number or State Project Number (NCDOT Only):

3. Property Identification Number (Tax PIN): 0647-20-90-8514

4. Location
County: Dare Nearest Town: Salvo
Subdivision name (include phase/lot number): Hattie Creef Landing
Directions to site (include road numbers, landmarks, etc.): Site is located on the east side of
Highway 12 in Salvo between Sand Street and Park Road. The site is set back off of
Highway 12 and borders the National Park Service-Cape Hatteras National Seashore.

5. Site coordinates, if available (UTM or LatlLong): 35032'42.4"N, 75028'25.5W"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)

6. Property size (acres): 8.72 acres

7. Nearest body of water (stream/river/sound/ocean/lake): Atlantic Ocean

8. River Basin: Pasquotank
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h20.enr.state.nc.us/admin/mans/.)

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Parcel is undeveloped grassy land. The surrounding areas
are chiefly residential with scattered light commercial development along Highway 12.

Page 6 of 12

Describe the overall project in detail, including the type of equipment to be used. The proiect
as proposed is the creation of an 18-lot subdivision and access road. Proposed construction
equipment will be typical of developments of this type. Excavators, backhoes, pavers and
graders along with conventional construction equipment and vehicles will be used to develop
the parcel into the subdivision.

10. Explain the purpose of the proposed work: The fill is proposed to construct an access road
into the new development.

IV. Prior Project History

If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ill Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Section 404 wetlands delineation has been conducted by Quible and has been preliminarily
approved by the USACE Dare County Field representative, Mr. William Wescott. However, a
signed 404 plat has not been obtained at this point.

V. Future Project Plans

Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
A low-density stormwater permit will be pursued. Sedimentation and erosion control permits, if
necessary, will be applied for and instituted prior to initiation of construction activities.

VI. Proposed Impacts to Waters of the United States/\Vaters of the State

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.

Page 7 of 12

1. Provide a written description of the proposed impacts: None

2. Individually list wetland impacts below:

3.

Wetland Impact Area of Located within Distance to Nearest
Site Number Type of Impact* Impact 100-year Floodplain** Stream (linear feet) Type ofWetland***
(indicate on map) (acres) (yes/no)
Al fiIl 0,13 Yes (AE) El. 8' NA Section 404-freshwatel
wetland
A2 fiIl 0.04 Yes (AE) E1.8' NA Section 404-freshwater
wetland

*

List each impact separately and identify temporary impacts, Impacts include. but are not limited to: mechanized clearing. grading. fill,
excavation. 1100ding. ditching/drainage. ctc, For dams. s,parately list impacts due to both structure and 1100ding,
lOa-Year lloodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM). or FEMA-approved local 1100dplain maps, Maps are available through the FEMA Map Service Center at 1-800-358-9616. or
online at httn://www,fema.!.!ov,
List a wetland type that best describes wetland to be impacted (e,g,. freshwater/saltwater marsh. forested wetland. beaver pond.
Carolina Bay. bog. etc,) Indicate if wetland is isolated (determination of isolation to be made by USACE only).

**

***

List the total acreage (estimated) of all existing wetlands on the property: 0.33 acres
Total area of wetland impact proposed: 0.17 acres

4. Individually list all intermittent and perennial stream impacts below: NA

Stream Impact Length of A veragc Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)

List each impact separately and identify temporary impacts, Impacts include. but are not limited to: culverts and associated rip-rap.
dams (separately list impacts due to both structure and 1100ding). relocation (include linear feet before and after. and net loss/gain).
stabilization activities (cement wall. rip-rap. crib wall. gab ions. etc,). excavation. ditching/straightening. etc, If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included,
** Stream names can be found on USGS topographic maps, . If a stream has no name. list as UT (unnamed tributary) to the nearest
downstream named stream into which it llows. USGS maps are available through the USGS at 1-800-358-9616. or online at
WWW,lIs!.!s,gov, Several internet sites also allow direct download and printing of USGS maps (e,g,. www,tonolOne,eom.
www.manQllesl.col11. ete.),

*

Page 8 of 12

Cumulative impacts (linear distance in feet) to all streams on site: NA

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NA

Open Watcr Impact Area of Name of Water body Typc of Waterbody
Site Number Type of Impact* Impact (if applicable) (lakc, pond, estuary, sound,
(indicatc on map) (acrcs) bay. ocean, ctc.)

*

List each impact separately and identify temporary impacts, Impacts include, but are not limited to: fill, excavatIOn, dredgmg,
flooding, drainage, bulkheads. etc,

6. Pond Creation NA
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): D uplands D stream D wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):

Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):

Size of watershed draining to pond:

Expected pond surface area:

VII. Impact Justification (Avoidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Alternative entrances were considerd prior to the division of the original 12.62 acre parcel.
however, there are two gravesites and existing home sites and outbuildings that required the
access road to be placed as proposed on the enclosed site plan.

VIII. Mitigation

DWQ - In accordance with 15A NCAC 2H.0500; mitigation may he reqUired by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.

Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.

If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/ s trm gide.h tm 1.

1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Due to the relatively small wetlands acreage on the property, it is requested that a
contribution to the Ecosystem Enhancement Program (EEP) formerly known as the Wetlands
Restoration Program (WRP) be offered as mitigation. A standard form and letter requesting
contribution eligibility for the EEP was submitted on 12/10/04.

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm, If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:

Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres): 0.34
Amount of Coastal wetland mitigation requested (acres):

Page 10 of 12

IX. Environmental Documentation (required by DWQ)

Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes 0 No ~

If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEP A/SEP A document is required, call the SEP A
coordinator at [phone] to review current thresholds for environmental documentation.
Yes 0 No 0

If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEP A or SEP A final approval letter.
Yes 0 No 0

X. Proposed Impacts on Riparian and 'Vatershed Buffers (required by DWQ)

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.

Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes 0 No ~ If you answered "yes", provide the following information:

Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.

Zone* Impact Multiplier Required
(square feet) Mitigation
I 3
2 1.5
Total

*

Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone I.

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or

Page II of 12

Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.

XI. Stormwater (required by DWQ)

Describe impervious acreage (both eXlstmg and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
As designed, the impervious coverage associated with the road will be seven percent. The total
proiect area is 8.72 acres and the impervious road coverage is 0.62 acres. A low density
stormwater permit will be pursued as part of the development.

XII. Sewage Disposal (required by D\VQ)

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.
All wastewater for each of the lots will be handled by on site waste water systems appropriately
sized and pennitted. A site evaluation for septic suitability has already been conducted on each
of the proposed 18 lots by the Dare County Health Department. Each lot as proposed has been
found to be acceptable for on site wastewater handling.

XIII. Violations (required by DWQ)

Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes D No ~

Is this an after-the-fact permit application?
Yes D No ~

XIV. Other Circumstances (Optional):

It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

ApplicanU Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 12 of 12

- AREAS BY COORJ}INA TE !1ETHOD.
- REFERENCE DB 1034, PG 614, DB 15'12, PG 172,
PC F, SL 344 AND PC C, SL 151B.
- FIRM ZONE AE (8') .......... n. __m. ...
P~?J640E
- u.s. SlJRVEI rtt I.
- 9JRVEY DA TES 0C1/13t 10/20104.
- HERIDIAN BASE ON A-B.
- VERTICAL DAT1JH NGVIJ '2q
BASED lJPON NCGS HOWHENTS
"Y1CJ3~ 'SFRA Y~ "SALVO RM4"
AND GPS RAPID STATIC SESSION
OPUS REPORT 110OO204434.
(-1.04' FOR NAVIJ '88)

A14-A15
A15-A16
A16-A17
A17-BNDY
BNDY-A18
TIE A8-Fl
Fl-F2
F2-F3
F3-F4
F4-F5
F5-Al0
Fl-A8
TlEF4-B14
B14-B13
B13-B12
B12-BU
BU-Bl0
Bl0-B9
B9-B8
B8-B7
B7-B6
B6-B5
B5-B4
B4-B3

20.40 S69'08'02'E
32,00 S02'05'50'E
17,81 S38<55'17'\/
. .n. n 9,99-- - S09<04'51'E
10,89 S09<04'51'E
14.89 N28<46'49'\/
18,42 N41<41'22'E
19.96 S89<45'31'E
15,59 S64<35'21'E
15.39 S31'20'10'E
17.53 S66'40'27'\/
14,89 S28'46'49'E
63,44 N83'27'U'E
34.81 N28'43'59'E
21.48 S58'07'12'E
29.03 S79'51'25'E
18,24 S77<00'16'E
24,65 S22'23'06'E
48.97 S55<40'54'E
11,05 S43'U'02'\/
36,50 N75'40'44'\/
23,07 N39'15'26'\/
18.86 N36'46'44'\/
8,60 N36'31'52'\/

NOTES:
@ BR - EXISTING IRON ROD
o BP - EXISTING IRON PIPE
r::J EQ1- EXISTING CONCRETE MOWMENT
@SlR - SET IRON ROD
A - PI( NAIL
A - GEODETIC MOWMENT
~ - FIRE HrDRANT
C"Q., - lJTILlTY POLE
lX1 - HATER VALVE
[II - TB..EPHONE PEDESTAL
e> - TB..EVISON PEDESTAL
IBI - HAIL BOX
~ - FIBER OPTICS /1ARKER
l8] - HA TER HETER
x:x - LIGHT
[] - HAILBOX
~ - ROAD SIGN
o - CALaJLATED POINT
A - HETLAND FLAG

~ AREA PROPOSED FOR FILL

. PROPOSED ROAD
SECTION 404 JYETLAN[)S

B3-B2
B2-Bl
Bl-B15
B15-B14
TlEB13-E4
E4-E3
E3-E2
E2-El
El-E5
E5-E4
TIE El-D7
D7-Dl
Dl-D2
D2-D3
D3-D4
D4-D5
D5-D6
D6-D7
TIE D7-Cl
Cl-C2
C2-G5
G5-G4
G4-G3
G3-G2
G2-Gl
Gl-C3

LINE
Al-BNDY
BNDY-A2
A2-A3
A3-A4
A4-A5
A5-A6
A6-A7
A7-A8
A8-A9
A9-Al0
Al0-All
AU-A12
A12-A13
A13-A14

LINE TABLE
LENGTH
15,51
18,06
28.35
36.43
26.89
20.76
37.30
23,33
20.15
11,63
23,56
29,48
19,28
20,98

BEARING
N74'44'24'E
N74<44'24'E
N30'06'19'E
N17'38'32'\/
N21'37'47'E
N43<05'56'E
N05'40'21'E
S52'44'28'E
N80'34'36'E
S73'14'53'E
S08'14'32'E
S62'13'07'E
S06'35'02'\/
S37'46'55'E

DRAWING FlLE: P04036\NAT1-4.USACE2.DWG
PLOT SCALE: 1 TO 100

18.71
21.46
15.92
24,46
34,56
18,40
31.96
13,73
22,20
22,30
81.50
22.95
23.70
22.30
14,81
12.76
14,30
24.51
109.31
34,18
26,05
26,16
29,12
11,93
15,92
22,19

S44 '17'38'\/
S61<58'37'\/
N88<26'58'\/
N22<20'29'\/
N12<08'50'\/
N59<25'02'\/
N08<56'39'\/
S86<43'15'E
S33<42'06'E
S13<30'56'\/
N48<44'24'E
N79<57'12'\/
N29<34'21'\/
N59<19'17'E
S89<46'45'E
S84<23'31'E
S04<35'40'E
S33<30'10'\/
S61<24'28'E
S61<13'09'\/
S63<59'07'\/
S74'22'44'\/
S08'20'55'\/
N64'50'22'E
N04 <3D' 45'\/
S81<02'33'E

o
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TOP ECH ' CAPTAIN HIKE, 0' ~ ~ 01 F\ _ -I c:
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II E1R,J?-114J~-....F~" ~(o:iOAC'HiiV.Nv~4' D~-" -1/~' =' ~ c: ~ ~w
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UTlunES (TYp) 'T....' '" ~ ~- n U...'\' ~ / /1........ 2 /. C> :> ~
. & c ' ) mtff~ 681 SF /~, ........t-....15.}!J5 SO.F . aCJ 1515 f
~. ~ ~ . n _ 'E2~E7 ~[!r SQ,FT.....~ 15,
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((f!) ~ $TH ~7Y .... <...i._:j 51 63 ,I, ~c
'[ r 2=!- ,~~t:-2f2M' -1 ~ ~ ~~ 4- SF \.....!!!!. /2 ~ /";;-
fJ,';H ~2 -- ~o;n"'H 1J)63 SF ~F2 F.3 '4 E/~." E10
Ir.f;~ CEMErERy~f:.A5EHENr INAc;OISCHAR6EA7 F. ----
DJ, 'f' lJB 160, Prs /78 PONO-PERMITTED F5 U . ' , , . 3,IQ6 SF
~onc\ ~ At{. 'AIO 5 rr7f35'Y0.Y AE8
lll, IZ/~ J;.A6Ali~ AI2 /V.._ Bli"';": n-
h. ~ ON PC C 5L 1518 If,is'" .. AREA E.
r I - S8604-5'47"E - ' ,-, /I.. '6,306 SF: '3 FOR FILL
- 26QS7' ';:rJ L/3 1/";1..A4 .:() ~ ~5FORo.041 17
.J:/<;?' Tn ""~' '/((J. 18.555 18 15,208
.I. ""0 :1/1"I/7'l..I! '. .,'...',... .it}.;,;) SOH. SOH
2n.61' .... · 1-"') " '), /A16 7,624 SF
- N8604-5'47"11'.'\A/7 ~ J
- _ l::ff rEif'ANo AREA '37'
I PROPOSED FOR F/~/8
N86 02<1'03"11 5,62233 5F OR 0../3

LOCAnON
OF HNI-HADE POND

(~

1~
~

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~r
N 66<14'14.tT6 F
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SCALE FACTOR,
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//2038'

NtF
OHIGHT f'I-IELE55
DB 1463, PG 243
PIN 0647-2040-5258
PIN 0647-2040-13Cf5
E1P HO!-IA1ENTATlON SlWORTS
REc;OR[)E[) fXW[)AR'(
INFORHAnON FOR 5UB..E(;T
PARCEL AND HILL PROPERTY.
WTE, ADJOINING PROPERTY LINE -'
AS PER caRT [;)()(;lAo1ENT PLA T
NOTES: 73-<:,V5-I37 AND DB 25!}, PAG
TOTAL PROJECT AREA 8.72 ACRES 617 REc;OR[)E[) 03-20-78.
TOTAL ROAD/IHPERVIOUS SURFACE AREA 0.62 ACRES
PERCENT IHPERVIOUS COVERAGE 7ff5
TOTAL HETLANDS AREA 0.33 ACRES
TOTAL HETLANDS AREA PROPOSED FOR FILL 0./7 ACRES
HITlGA TlON PROPOSED-CONTRIBUTION TO EEP
*mls IS NOT A BaJN[)ARY SlJRVEY
AND IS NOT INTENDED FOR RECORDA TlON
OR CONVEYANCE

GRAPHIC SCALE

100 0 50

~~

100

L-

200

.>"

----

400

i

( IN FEET )
1 inch = 100 ft.

COPYRIGHT @ 2004-
QUr8LE a: ASSOCIATES. p.e.

TIllS DOCUMENT IS TIlE PROPERlY OF
aUrBLE AND ASSOCIATES, INC" AlL
RIGHTS ME RESERVED. N<< RE
PRODUcnON OF TIllS OR POSSESSION
wrrnOUT PRIOR PERMISSION OF
aUIBLE AND ASSOCIATES. INC. WIll
CONSTITUTE VIOLATION OF COPYRIGHT
LAWS. VIOLATION WIll BE SUBJECT
TO LEGAL ACTION

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COULlISSlON NO. 04036
DESIGNED BY WE
DRAY.t4 BY KCM
OiECKED BY WE
ISSUE DATE 12/1 O/O~:.J

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N/F
PATRICIA aJLL-r.
ET. AL. '
Pc; E, SL 146
DB 1533, PG IN
PIN 0657-17-00-3711

I -~ J!P6040'46"H 10
Ilb~ /';;\ ,1:t.71' 20:,;an.-

~f'~ ~ 27,605 SQ.~ 20,972 SQH

~

<I65.l'.2'1

/334. 7/'
'EJP ~

I I~~ ~~
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15'f:-13
SQ. .
ELH
III
II~~

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-~

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3
45 SQ.FT

5
15,288
SQH.

7
17.500
SQ.FT.
~-

4
15,101
SQ. FT.

I

PARCEL 8
37C/,Q88 SF
J 8.72 AC
rp33 At; I-FT1 ANI ~
I

-

I

I

l6

15

14
15,226 SQ.FT. 15,278 SQ.FT.

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PATRICIA aJLL-r.
ET. AL. '
Pc; E, SL 146
DB 1533, PG M
PIN 0657-17--00-t65q

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E/R-

1M.46'

8
_ 22,711
.lJeJ8!J3'M "H
466.82'
mE WE)

SQ.FT.

9
21,533 SQ. FT.

,

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NIF
GARY 8A TES,
ET. AI...
HB 3, PG 82
[)f3 /5/7, PG 27
PIN 0647-2o-Q04278

NIF
JJNE t R/CHARD
BULL(xK
PL D, SL 255
[)f3 /236, PG 876
PIN 0657-17-00-/266

EIP HOtlJHENrA nON SlFPORTS
RECORDED f!JafI[)AR'(
INFORMA nON FOR 5/.E...E(;T
PARCB... AN!) HILL PROPERTY.
NOTE, Af)J::)/NlNG PROPERTY LINE
AS PER caRT fXXl.lvfENT Pt..A T
73-CV5-137 AND 08 ~, PA6
617 RECORDED 03-20-78.

--' "B 0
- N86 o3Q'37"J1 Et:H
NIF
JJNE t RICHARD
BULL(xK
PL D, SL 255
[)f3 /236, PG 876
PIN 0657-/7-00-2275

I

CURVE TABLE
CURVE LENGTH RADIUS CH. BRG, CH, DIST
Cl 142,60 127.50 N61'17'56'E 135,28
C2 61.96 172.50 N39'32'S4'E 61.63

C3-C4
C4-CS
CS-C6
C6-C7
C7-Cl

DRAWING FILE: POM>36\NAT1...USACE2.DWG
PLOT SCALE: 1 TO 100

LINE
L1
L2
L3
L4
LS
L6
L9
L10
L11
L12
L13
L14

33,13
18,12
9.31
32.60
23,66

SS9'41'37'E
N59'S9'44'E
S8S'40'59'E
NI4'00'59',",
NI3'48'22'E

LINE TABLE
LENGTH BEARING
59,20 S84'33'33'E
15.00 S05'26'27',",
30,00 S84'33'33'E
15,00 NOS'26'27'E
9,57 N02'S2'S7'E
5.68 N02'14'45'E
58,81 N11'50'47'E
27.00 S78'09'13'E
64,89 S11'50'47',",
53.93 N07'24'36'E
64,30 S86'29'30'E
37.99 S86'39'37'E

'NOL7ORL8

ELH

NIF
USD.I,
PIN 0657-13-/3-2/20

- AREAS 8'( COORDIHA TE HETHOD.
- REFERENCE D8 1034, PG 614, D8 1:Jq2, PG 172,
PC F, SL 344 AND PC C, SL 1518.
- FIRM ZONE AE (8')
.PANtt ;;j 1;;o4fJ~OO40T- .

- U.:;). ~. ,. _ rcr=/.
- fX/RVEY DA TES 0<1//3110/20/04.
- HERIDIAN 8ASE ON A-8.
-VERnCAL DA71JH NGVD '2Q
8ASED UPON NCGS HOWHENTS
"Y1'13~ "5FRAY~ "SALVO RH4"
AND GPS RAPID STAnc SESSION
OFVS REPORT #000204434.
(-1.04' FOR HAVD '88)

J;; ~ I '1
/ I=<rRD j r
~rCl'{LN llt.ll'~Ut J i J
;;~ ij--
~ 1/if!fiZZzJ,/ ~
~ , €
,b~ ~ ! ~
I ~ "Jj

. .... ....

..

...

NOTES:
@ E/R - EXISnt--lG IRON ROD
o ElP - EXISnNG IRON PIPE
EJ ELH- EXISTING CONCRETE HOflJMENT
@SlR - SET IRON ROD
fA - PI( NAIL
fA - GEODETIC HOflJMENT
M - FIRE fI'(7)RANT
C'th - UTILITY POLE
~ - HATER VALVE
II] - TB..EPHONE PEDESTAL
o - TB-EVISON PEDESTAL
IBI - MAIL BOX
<CJ - FIBER OPTICS f1ARKER
I8l - HA TER HETER
x:x - LIGHT
11 - MAILBOX
-or- - ROAD SIGN
o - CALaJLATED POINT
fA - HETLAND FLAG

o AREA PROPOSED FOR FlU

. PROPOSED ROAD
SECTION 404 HETLANVS

VICINITY HAP
(/(TS)

GRAPHIC SCALE

100 0 50 100 200

~-~ ,J

(mFEET)
1 inch = 100 ft.

400

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COPYRIGHT @ 2004
aUlatE a: ASSOCIATES, P.C.

THIS DOCUMENT IS THE PROPERTY OF
aUIBlE AND ASSOCIATES. INC., AlL
RIGHTS ME RESERVED. M<< RE-
PRODUCTION OF THIS OR POSSESSION
WlTHOllT PRIOR PERMISSION OF
aUIBtE AND ASSOCIATES. INC. WILL
CONSTTME VlOLATlON OF COPYRIGHT
LAWS. VlOLATlON WILL BE SUBJECT
TO LEGAl ACTlON

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COLlLlISSlON NO. 04036
DESIGNED BY WE
DRA'tm BY KCM
QiECKED BY WE
ISSUE DAlE 12/10/0l J

SINCE 1959

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Associates,

P.C.

,. DENR. Vv'Ai U"{ QUALITY
\ .'ETlA/JDS AAD STORMWATER BRA! CH

E:>:GI:-;EERI:-;G' E:-;VIRO:-;~lE:-;T AL SCIE:-;CfcS . PLA.':-;l:-;G

TRANSMITTAL

Project;:
To: John Dorney

Hattie Creef Landing

Date:

12/29/04

Project :rQfl~

I'
We transmit: o herewith o per your request o under separate cover
Via: o overnight o hand delivery o US Mail
For your: o use review & comment o information
o approval o records o distribution
The following: o drawings o correspondence o shop drawings/samples
o specifications 0 data o contractual data

I ~OAies I Date
7 I 12/29/04
Mr. Dorney,

Description

I Hattie Creef Landing, LLC Nationwide 14 Fill Permit Application

Please find enclosed seven copies of the Nationwide 14 Fill Permit Applications for the proposed subdivision at the
Hattie Creef Landing in Salvo, Dare County NC. Enclosed with the permit application are the following supporting
documents:

" $200 check to DWO
" copy of relevant portion of USGS Topo Ouad-Rodanthe
" copy of Dare County soils map with property identified
" copy of Dare County property inquiry
:inrr;;" ~,nd for/esting acceptance into the EEP

WJ!re~ ~

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to/"IIATfRBe,
'vJI'CH

8 Juniper Trail- P.O.Drawer870,Kitty Hawk, NC27949 [phone] FAX [phone]
E-Mail [e-mail]

Date: . //1/6 ~

Triage Check List

Proje6t Name: tic, I +i f' C/~ e- k L-evy/hf
DWQ#: 012-~31
County: r;rfL I

To:

o ARO
o FRO
o MRO
o RRO

)(a idlv
I

Kevin Barnett
Ken A veritte
Alan Johnson
Mike Horan

, [YiVaRO
o WiRO
o WSRO

Tom Steffens and Kyle Barnes
Noelle Lutheran
Daryl Lamb

From:

Telephone: (919)

,
\
The file attached is being forwarded to ~\our for your evaluation.
Please call if you need assfstance.
\
o Stream length impacted
o Stream determination '.
g ~tland determination and distance to blue-line surface waters on USFW topo maps
~MinimizationJavoidance issues .
D Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
o Pond fill
o Mitigation Ratios
o Ditching
o Are the stream and or wetland mitigation sites available and viable?
o Check drawings for accuracy
o Is the application consistent with pre-application meetings?
o Cumulative impact concern .

I

'-

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