20040298 Ver 1_COMPLETE FILE_20040227

W A rF Michael F. Easley, Governor
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Alan W. Klimek, P. E. Director
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Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 17, 2004
DWQ Project # 04-0298
Dare County
Page 1 of 4
Matthew and Nancy Harrell
1217 Kittery Drive
Virginia Beach, VA 23464
Subject Property: Lot B, L.P. Leary Subdivision, Nags Head Township
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. & Ms. Harrell:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.062 acres of wetlands for the purpose of constructing a
single family residence at the subject property, as described `within your application dated June 1,
2004 and received by the N.C. Division of Water Quality (DWQ) on June 3, 2004. After
reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number(s) 3402 (GC 3402). The Certification(s) allows you to use
Nationwide Permit(s) 18 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 CAMA 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:
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) OR
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (hftp://h2o.enr.state.nc.us/ncwetlands)

Matthew & Nancy Harrell
Page 2 of 4
June 17, 2004
Amount Approved
(Units) Plan Location or Reference
Stream n/a (feet)
404/CAMA Wetlands 0.062 (acres)
Waters n/a (acres)
Buffers n/a (square ft.)
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 w/n 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.
Matthew & Nancy Harrell
Page 3 of 4
June 17, 2004
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.
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 Stephens in the DWQ Washington Regional Office at 252-946-
6481.
Sincerely,
AWK/bs
Enclosures: GC 3402
Certificate of Completion
ime P.E.
cc: Environmental Professionals, Post Office Box 3368, Kill Devil Hills, NC 27948-3368
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
Filename: 040298 Harrell (Dare) 401
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O \iw?omlriaw 'C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 10, 2004
DWQ # 04-0298
Dare County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Matthew T. Harrell
1217 Kittery Drive
Virginia Beach, VA 23464
Subject Property: #8628 S. Old Oregon Inlet Road, Nags Head, NC
Dear Mr. Harrell:
On February 27, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding
your plan to fill wetlands or waters for the purpose of constructing a single-family residence in Dare County.
Approval from DWQ is required to disturb these areas. Please provide the following information and refer to the
DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we
can begin to determine your projects' compliance with 15A NCAC 211.0500.
1. Please show all wetland impacts including fill slopes on the site plan. This plan should show all wetland
fill for the house, septic area, driveway and yard.
2. Please indicate proposed lot layout as overlays on the site plan.
3. Please locate all isolated or non-isolated wetlands, streams and other waters of the State as Overlays on-the,
site plan.
4. Please provide two copies of the application and above information.
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
Program
JRD/bs
cc: Washington DWQ Regional Office
Washington Corps of Engineers
Central Files
File Copy
Crystal Hill, Beach Property Associates, Post Office Box 267, Corolla, NC 27927
Calfee Engineering, 30048 Martin's Point Road, Kitty Hawk, NC 27949
lam
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httn://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Sincerely,
June 1, 2004 copy
-, 3'1 1233I Z
ENd-
P LS North Carolina Department of Environment and Natural Resources
ROFS
SS IOIONNALS
PROFE
(h(, Division of Water Quality - 401 Wetlands Unit WETLANDS
PLANNING FOR 1650 Mail Service Center /401 GROUP
A BETTER Raleigh, NC 27699-1650
ENVIRONMENT
JUN p 3 2004
RE: Nationwide 18 Permit Application WATER
Mr. & Mrs. Matthew Harrell Property QUALITY SECTION
Lot B, L.P. Leary Subdivision ? ?O ^ qe
Nags Head, Dare County, North Carolina 27949?/.
Dear NC Division of Water Quality,
Enclosed you will find your copy of the Revised Nationwide 18 Fill Permit Application Package requested
for 0.17 acres off of Old Oregon Inlet Road in Nags Head, Dare County, North Carolina. Ms Crystal Hill of
Beach Properties, Inc. submitted the original permit application and this application represents the
additional information requested by the State/Federal Agencies.
If you have any questions please do not hesitate to contact us at 252-441-0239.
Sincerely,
Environmental Professionals, Inc.
elen M. Furr ???????
Environmental Consultant
RECEIVED
Cc:// Mr. & Mrs. Matthew Harrell, US Marine Fisheries, State Historic Preservation Office, and US Army
Corps of Engineers
P.O. BOX 3368 • KILL DEVIL HILLS, NORTH CAROLINA 27948-3368 • 252-441-0239
FAX: [phone] • EMAIL: environmentalpro®earthlink.net
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WETLANDS/ 401 GROUP
JUN 0 3 2004
Matthew and Nancy Harrell
1217 Kittery Drive
Virginia Beach, VA 23464
WATER QUALITY SECTION
I, Matthew - Farr ll aYii horke EhvironinenRtal Profemsionals; inc. (EPI) to
pursue environmental permits on my behalf for property located in Nags
Head, Dare County, North Carolina.
,J r (,!
- < - ?-Z' , ?Ie 4z? - Y- A Offl A 10N DATE
Office Use Only: Form Veers/ion October 2001
USACE Action ID No. DWQ No. r7OZ?e8
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing Q R
r
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is
not required, check here: ? N/A
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: Matthew and Nancy Harrell
Mailing Address: 1217 Kittery Drive
Virginia Beach, VA 23464
Telephone Number: see agent Fax Number:_ see agent
E-mail Address: see anent
2. Agent 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: Helen M. Furr
Company Affiliation: Environmental Professionals. Inc.
Mailing Address: P.O. Box 3368
Kill Devil Hills NC 27948
Telephone Number: 252-441-0239 Fax Number: 252-441-0721
E-mail Address: environmentalprogearthlink. net
Page 1 of 2
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: EPI # 04-040-PT
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): # 0719(09) 06 4139
4. Location
County: Dare County Nearest Town: Nags Head
Subdivision name (include phase/lot number): 0.17-acre parcel (7,500 sq. ft) known as Lot
B L.P. Learn Subdivision in Nags Head Township
Directions to site (include road numbers, landmarks, etc.): Old Oregon Inlet Road, just
south of E. Tides Drive on the west side of the road.
5. Site coordinates, if available (UTM or Lat/Long): 35°53'23"N & 75°35"45" W
(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. Describe the existing land use or condition of the site at the time of this application:
Vacant wooded parcel
7. Property size (acres):_ 0.17 Acres (7,500 sq. ft.)
8. Nearest body of water (stream/river/sound/ocean/lake): Atlantic Ocean, approximately 700
feet to the east of the site
9. River Basin: Pasquotank River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 2 of 2
10. Describe the purpose of the proposed work: To prepare the site for residential construction.
Current available septic area does not provide adequate setbacks for sewage disposal and
residential construction including required parking,_ The fill area will provide adequate
setbacks to meet residential development codes and state and local health department codes.
11. List the type of equipment to be used to construct the project dump truck and front-end
loader
12. Describe the land use in the vicinity of this project: Residential
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 ID 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.
No Fill Permits have been requested for this parcel
USACE certification of wetland alip-nment was approved in 2000 and is valid until April 2005
Please refer to survey plat for wetland delineation alignment
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:
No future permit requests are anticipated for this project
Payment into the NC EEP is proposed for mitigation impacts for 10.1 of impacted area
VI. Proposed Impacts to Waters of the United States/Waters 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
Page 3 of 3
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.
1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) es/no) (linear feet)
Wetland Fill Fill 0.062 Yes +1,000 ft (west) Forested wetland
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.1ema.mov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.062 Acres
Total area of wetland impact proposed: 0.062 Acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet) Before Impact leasespecify)
N/A N/A N/A N/A N/A N/A
* 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 flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, 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 flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: no stream impacts
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact Area of
Name
Wat Type of Waterbody
Site Number Type of Impact* Impact (if
applicable) ) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)
N/A N/A N/A N/A N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 4 of 4
4. Pond Creation N/A
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. N/A
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
The house location and driveway are constrained by the minimum building limits set the Town
of Nags Head. Several plans were created to fit the residential home and amenities on the lot, but
each plan resulted in an area which needed wetland fill to gain adequate setbacks for the sewage
disposal system, parking, and required setbacks. The attached plan represents the most desirable
option for the house and associated driveway and septic area.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be 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.
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.
Page 5 of 5
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/strmgide.html.
IX.
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.
Mitigation will involve a proposed payment to the NC EEP for the impacted area
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): 0.62 Acres (10:1 for
0.062 Acres of impacted wetlands)
Amount of Coastal wetland mitigation requested (acres): N/A
Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? 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 NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
Page 6 of 6
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ? 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
(square feet) Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
* Gone I extends out 30 feet perpendicular from near bank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
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
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Buffer mitigation is not required for this project since fill will not be placed within the buffer.
Page 7 of 7
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Site is currently undeveloped no impervious areas exist currently; however, once the fill permit
is obtained development of the site will include 2,250 square feet of impervious surface, or 30%
of the property.
XII. Sewage Disposal (DWQ Only)
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.
Onsite Puraflo Peat Biofilter system will be used to treat wastewater from the residence
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? 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).
No constraints are currently associated with this project
t, P/1 /C)
Abplicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
ORTHOPHOTOGRAPHIC MAP
WITH DARE COUNTY SOIL SURVEY - SOIL TYPES
-;}- LOT B - L.P. LEARY PROPERTY
ENVIRONMENTAL PROFESSIONALS, INC.
SCALE: V = 100'
PO BOX 3368 DATE: 6-1-04
KILL EVIL HILLS, NC 27948 PROJECT #: 04-040
MANN)BEFTE!!Nf
[phone] FAX: [phone] PRODUCED BY: HMF
ABF ETEN REVIEWED BY: GHW
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DATA PROVIDED BY: DARE COUNTY

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NOTES ATLANTIC OCEAN
---,--
-PROPERTY IS LOCATED IN A F.I,R:M.
'
'
ZONE AE(10') (SUBJECT 70 CHANGE BY F.E.M.A.)
7
-AREA -7,500sq,ft.(000RD) ,j ,i S.R. 1243
-MIN. BUILDING LINES PER CURRENT
ZONING SITE
-DARE CO. PIN# 0719(09) 06 4139 INLET CT,
-AMOUNT OF IMPERVIOUS SURFACES: 2,250 sq.ft. VICINITY MAP
NTS
OLD OREGON INLET RD. ASPHALT ROADWAY
PK NAIL ® CL
(? OO'R?W) :. • : '• ••:•* S.R. 1243. "' .
.
. •:.
INT. E. TIDES DR. ,
Np 35,
I W
734J? _
N21 29'08"W S21'00'00"E
CMF 182.10' IPF 50.00' IRS
r---i

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LOT A LO
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LOY & PERRY I
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' V ??se e

SUBDIVISIONI ia
s
-
PC.C. SL.100D o -

+
WETLANDS LINE Lil
e
O
O
O
rn
O
10
z
2,694sq.1t. FILL
ENVIRONMENTAL PROFESSIONALS, INC.
Planning for a Better Environment
2810 N. CROATAN HIGHWAY
P.O. BOX 3368
KILL DEVIL HILLS, NC 27948
[phone]
[phone] (FAX)
BEACH PROPERTY ASSOCIATES
LOT B, L.P. LEARY PROPERTY
NAGS HEAD
NAGS HEAD TOWNSHIP
DARE COUNTY NORTH CAROLINA
SCALE: 1"=30' DATE: 5/3/4
REV:
DRAWN BY: JF REVIEWED BY: KT JOB .04-040-P
00
I I
28' O
O
DWELLING
LOT A
r
IRS N21'00'00"W
:.:'INLET CT. '
•.. (f 50' R /W)
ASPHALT ROADWAY
IRF 1 41-
LEGEND
O IRON ROD/PIPE
ID CONC. MON.
PK NAIL
EXIST. ELEV.
NOT FOR CONSTRUCTION--FOR PERMITTING PURPOSES ONLY

February 25, 2004
To whom it may concern, ()40298
Enclosed is the application for the approval for a 401 water quality
certification. I've talked to the Army Corp of engineers and have also sent
them all of the same paperwork. I've enclosed their contact information
below. Thanks again for everything; you can reach me at any number below
or on my business card.
Sincerely,
Ns? \ ?
Crystal Hill
Beach Property Associates
US Army corp of engineers
107 union dr, suite 200
Washington, NC 27889
Attn: William Wescott/252-975-1616 ext. 25
WETIANpS 1401 GROUP

WAIER QOAC'?Y 5 CT' N
[phone] Toll Free [phone] [phone]
P.O. Box 267 email: beachpMpertvlna earthlink.net 111 W. Carlton Ave.
Corolla, NC 27927 www.beachpropertyassociates.net Kill Devil Hills, NC 27948
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
on 404 Permit ? Riparian or Watershed Buffer Rules
?on 10 Permit ? Isolated Wetland Permit from DWQ
9'411 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: r
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
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: ZK
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
II. Applicant Information
1. Owner/A
Name:
Mailing Address:
PRReL-L

Telephone Number: 75''l - (-/'79-- / 7 S 7 /) Fax Number: '757- (?Z8 - 63 B/F,
E-mail Address: Mat/-, I-MkRe_LL (? W a Cho vi C, , l!_o77J/L?
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:
Company Affiliati
Mailing Address:_
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
Is Post 6
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Post 8
sr AAve
ve
ve
tL
lay Blvd
aLkifflce
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eE'Library
im St
Mlle
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Is
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;Acces
fie St
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st
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wk
9
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.21
Beach
Access
V
T
T
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t
Nags Head
Golf Links
Marsh
fjoanoke G
ound
Soundings
Factory I
" Outlet
Y Stores
a
a Cedar
Island
National
Park
W Vistors
Info
9 (0
V O? He
VII
F
NAGS
HEAD
MAP 4A
X
Cape Hatteras
National
Seashore
Y
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' Mile Post 13
St
iurfside Plaza
g St
and St
St
St
n St
Mlle Post 14
gprlse St
Beach
Is Ct F Access
7agement HIII Lp
Dr
r Banks Mall
L 4E- Beach Access
-Fire Dept.
jawk's Nest Cl
Municipal Bldg.
Mile Post 15
E-Village Beach
I castle Ct and Tennis
CSpreY Cf Club
Q Beach
Access
n Watch
est St
st
e St
h S1
er St
Mile Post 16
n St C
ro
1 Beach O
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le st Jennette's
Pier
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ro
Q
aernor St
Mlle Post 17
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nst F Access
Ile,
grove St
third St
Itecap St
St
re Dr
?StMile Post 18
bes Dr
IrIbsea St
gLSt
lapella St
..sif Outer Banks
WDgton St Pler
Iylpter St Fishing
Igp St rd St Center
I Mile Post 19
,ley St
Agle St
implc St
ones St
tcob St Beach
Mpos St F Access
''1'Y
=d St
or
MAP 4B
CONTINUED FROM Mile I ult,s

MAP 4A Post 20 an St
na St
Y 4 ntaleU3 st
St
P ear St
12 na St
NAGS

HEAD
on ct

lle
Mi
le
? Post 21
g
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w E
S
Cape Hatteras
National Seashore
AA MAP 4A

Q
Bodle Is nd
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O
N
W E
S
c!A
Motts Creek
LEGEND
. Pier
. Campground
¦ . Point Of Interest
:Hang Glider
Area
e Lighthouse
Ferry Route
III. Project Information
Attach a (,vicinity map c early showing the location of the
landmarks suc as owns, rivers, and roads. Also provide a del
boundaries and development plans in relation to surrounding
and site plan must include a scale and north arrow. The
must
pos
respect to local
site plan showing property
ie` soTthe vicinity map
and plans should
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:
r
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0'7 19 096 (pq 13 q
4. Location n I
County: ,q?e Nearest Town: I y CL!3s
Subdivision name (include phase/lot number): NOML Urf 4* N6-r "Ocun
Directions to site (include road numbers, landmarks, etc.): 5au7'N o l'I Q (-b I ri CC- 'r rlt7 . G?-PPP- X IFS 1x11 P. L_crf 15 0 1 '1 h-e- r2 ? 9 !? -
us1- oas-r TIDE-S p2ive Whic`, ?5 011 fihe Lefzz? T.
5. Site coordinates, if available (UTM or Lat/Long):
(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): C l
7. Nearest body of water (stream/river/sound/ocean/lake): 0-7t-(0-n-+1 C ?0 &/VL
8. River Basin: I " I A
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: GanT W I41 >'MOT4 . L0 f- IS
n OT Ne P" . (Z e s (deru+i ,..D t-tDrnes
0-4,1 I ) sz ?1 -tT.,k- aA-Q-)9-
Page 6 of 12
10. Describe the overall project in detail,_includ?ing the 5type of equipment to b1e used:
1
IV. Prior Project History n ??
c? 4 4DcL+er'm I /,?O, rode k)t TO m
IC-f jlurisdictional determinations and/or permits have been requested and/or obtained for this
?U? 1S project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID 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.
LU r (MT 0 Wn ` k- (J ?Ufg
O le-V (o 0 c, aw?'1 C - PrU 1M o n C-;,Cis r- n S"
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusi n of t s work from the current application.
/='1o T 6f? Owil 7 /) ?
VI. Proposed Impacts to Waters of the United States/Waters 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
a written description of, the proposed impacts:.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Dis nee to
Nearest Stream
(Iinear feet)
Type of Wetland**
?A le-5 roX ? ?o, es f-c'u
7vv Fr

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hitp://www.fema.Qov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina 13• , 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:
U
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease s eci )

* 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 flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, 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 flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us?,s.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.torpozonc.com,
www.ma c uesl.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

" List each impact separately and identity temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
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): ? u Nan s ? stream ? wetlands
Describe the method of construction (e.g., da e b kment, excavation, installation of
draw-down valve or spillway, etc.):
P-4 V
Proposed use or purpose of pond (e.g., li
local stormwater requirement, etc.):
irrigation, aesthetic, trout pond,
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. -Sew a_ / k p ed
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be 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/strm?,,ide.html.
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
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):
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 ? 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 /SEPA document is required, call the SEPA
coordinator at [phone] to review current thr holds for environmental documentation.
Yes ? No ?
If yes, has the document review been fina rized b t e State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed 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 bove. All proposed impacts must be listed herein,
and must be clearly identifiable on the accom anying site plan. All buffers must be shown on a
map, whether or not impacts are ropos d t t uffers. Correspondence from the DWQ
Regional Office may be included a appr pr t ePhotographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (T -Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? 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
(,square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
IF Zone 1 extends out 30 teet perpendicular trom near bank ol'channel; 'hone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I I of 12
Feb-25-2004 05:12pm From-WACHOVIA
02/25/2004 15:56 PAX 255 5765
757 382 7091
BEACH PROPERTY ASSOC
T-078 P.001/001 F-544
Coo.
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
Payment into the Riparian Buffer Restoration Fund). P ease attach all appropriate information as
identified within 15A NCA,C 213 .0242 or .0260. , ru
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls
ert
the
f proposed in order to prole t surface waters
" and wetlands
y.
prop
rom
downstream )4- !?;e io -
XLI. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the pro sed project, or available eapa.c ty of c subject f ility.
X111, Violations (required by DWQ)
Is this site in violation. of W Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an, after-the-fact pe t appl.i..WiOn?
Yeas [] No
A
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 constrait.its associated with construction or sequencing that may impose limits on.
work schedules (e.g., draw-doom schedules for lakes, dates associated with End=gered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature I
s_sipnawre is vaiid_oni pn rn? Lion letter from the

Date

page 12 of 12
FLB. 16.1UU4 1U:MAM BUJINLS6 BANNINU Vb
if"17-T1GROUP
P FF3, 9' "; 70[14
COUNTY OF DARE ).
DEPARTMENT OF HEALTH '?'1 ifY"ff,'1i0N
MANTEO, NORTH CAROLINA 27954 ?-? Sr
ANNE B. THOMAS
H:EAI.TH DIRECTOR
P.O. sox t 000
PHONE [phone]
SITE REVIEW
PROPERTY OWNER: Irmgard Dahle
APPLICANT: Mr. Raymond Gaskins
ADDRESS: PO Box 1585, Kill Devil Hills, NC 27948
PROPERTY LOCATION: ##8628 S. Old Oregon Inlet Rd.
PIN- #
DATE February 16, 2000
A representative of the Dare County Health Department made an on-site visit to
the above referenced property. Our comments are indicated below:
IMPROVEMENT PERMIT
1. If an Improvement Permit is desired, a current registered survey is required
showing the property boundaries, purposed Io.oation of house or business (drawn
to scale), decks, driveway, parking area and any pertinent landscape feature,
easements or other factor that might effect the location and the function of the
septic disposal system. This permit becomes a non-expiring site approval for the
eventual installation of an on-site wastewater system. The Improvement Permit
shall not be effected by transfer of the property or change in ownership, provided
all of the specific conditions are met
A. This permit does not relieve you of any other State, Federal or Local Permit
that may be needed.
??._ ???-WAS EV11A? ET R SYSTEMII AUTFItORRZATIONl?ERIIAIT - _ -
11_ If an Authorization for Wastewater System Construction (C.A.) is desired, any
required site/fill work must be completed and approved by this department. Two
(2) sets of house plans must be submitted. If the property is looted In an area
served by the Dare County Water System, proof of public water by a paid receipt
must be submitted. Finally, a copy of your Improvement Permit must be
submitted.
A. This permit does not relieve you of the responsibility to obtain any other
State, Federal or Local Permits.
LAND OF BEGINNINGS
PAINYEO ON AECYCLEO PAPEA
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SITE REVIEW
PAGE 2
PROPERTY LOCATION: #8628 S. Old Oregon Inlet Rd.
RECOMMENDATIONS:
The above referenced lot was evaluated and found to be provisionally suitable for
a septic system. The following requirements must be met before a permit can be
issued:
1. We will need a letter from a certified wetlands consultant or the Army
Corps of Engineers stating if this lot contains or does not contain any
'- - ----'- "--J`wetCands:?firvetl`?nds afe found; we'wriii riee??fie area sFia?vn-on a survey - - so proper separation can be maintained from them with the septic tank.
2. If no wetlands are found, we will need a survey showing the house
placement so the septic system location along with the fill area can be
designated. Twenty four inches (24") of fill will be needed in the septic
area.
3. The septic system will need to be located on the east side of the property.
4. We will need to review and approve your house plans.
Please contact our department if you have any questions.
In the event you disagree with these findings, you may request an informal
review by directing your written comments to: Dare-County Health Director, PO
Box 1000 nteo, NC 27954.
Environmental Health Specialist Date
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PURAFLO PEAT BIOFILTER SYSTEM
4 BEDROOM RESIDENCE
8630 S. OLD OREGON INLET ROAD
NAGS HEAD, NORTH CAROLINA
NOTES AND SPECIFICATIONS
PREPARED FOR
Matthew and Nancy Harrell
1217 Littery Drive
Virginia Beach, VA 23464
BY
Calfee Engineering
3048 Martin's Point Road
Kitty Hawk, NC 27949
[phone]
,,eVC?;eter ttr,+,rrr
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Prepared November 28, 2000
2
DEFINITIONS
Contractor: Shall mean the properly licensed (in North
Carolina) and registered (in Dare County)
contractor executing the scope of supply and
works shown on the drawings and in these notes
and specifications.
Engineer: Shall mean Calfee Engineering, 3048 Martin's
Point Road, Kitty Hawk, NC 27949, telephone
[phone], contact: Ralph D. Calfee, P.E.
Approved: Shall mean an approval in writing in response
to a submittal to the Engineer by the
Contractor. No affected procurement or work
may commence prior to approval.
Owner: Shall mean Matthew and Nancy Harrell, 1217
Littery Drive, Virginia Beach, VA 23464:
contact Matt Harrell, telephone [phone]
Submittal: Shall mean a specific description of material,
equipment, and methods proposed to be
installed or executed.
3
PROJECT DESCRIPTION
The development is a proposed 4-bedroom residence on the west
side of Old Oregon Inlet Road (NCSR 1243) in Nags Head.
There will be no on-site stormwater infiltration swales; all
stormwater and stormwater runoff will be infiltrated locally
at the point of generation. Potable water is provided by the
Dare County distribution system. The rear of the site is a
delineated regulatory wetland with an irregular boundary.
See the attached drawing:
C-1, Puraflo Active System and Details
DESIGN CRITERIA AND CONDITIONS
The design flow for the facility is a maximum of 480 GPD
based upon 4 bedrooms at normal occupancy. The site is
reported by the Dare County Health Department to have soil
wetness at 12 to 14 inches below the existing original grade,
and 24 inches of fill is required at the drainfield location.
The LTAR is 1.0 GPD/sf of Puraflo bed bottom area. A design
for the active Puraflo system is provided. Because the lot
was identified in the Dare County Registry Deed Book 41, Page
20, June 6, 1958, a repair area is not required (Regulation
.1945) and the minimum horizontal separation to a property
line is 5 feet (Regulation .1951).
All system components are located at or greater than 5 feet
from the nearest property line, at or greater than 5 feet
from the building foundations and at or greater than 35 feet
from regulatory wetlands.
All materials, supplies, procedures, workmanship and
installations shall comply with the latest editions and
amendments of:
North Carolina Building Code,
Laws and Rules for Sanitary Sewage Collection,
Treatment, and Disposal, Section .1900 of the North
4
Carolina Administrative Code, Title 10, Department of
Human Resources, Chapter 10, Health Services;
Environmental Health, Subchapter 10A, Sanitation,
Laws and Regulations applicable to General Contracting
in the State of North Carolina,
Sanitation rules and regulations of the Dare County
Health Department,
Respective manufacturers' instructions and accepted
industry standards of good practice, and
Bord na Mona recommendations and requirements for the
Puraflo Peat Biofilter.
All work shall be performed under the direct supervision
of a person properly registered with the Dare County
Health Department.
GENERAL
Backfill materials shall be clean and free of organic
material and trash or debris that may be harmful to any
system components.
All work shall cease and be held for inspection and approval
at appropriate hold points in accordance with the
requirements of the Dare County Health Department and the
engineer. The contractor shall provide reasonable prior
notice (minimum 24 hours) to the engineer of pending
inspection.
The contractor shall perform and certify all tests and shall
maintain a record of all tests results. Test results shall
be provided to the Engineer and the Owner upon request, and
shall be transmitted to the owner with the operations and
maintenance manuals.
5
The contractor shall be solely responsible for the conduct
and supervision of all work associated with this
specification.
Finish graded slopes for disturbed land shall not exceed 1:3
(rise:run) except as specified on the drawings.
All disturbed areas shall be stabilized and vegetated within
15 working days or 30 calendar days after cessation of land
disturbing activities.
BUILDING SEWERS
Wastewater from the building shall be conveyed to the septic
tank by gravity flow through PVC sewer pipes. Minimum slope
of the sewers shall be 1/4 inch per foot.
Sewers installed with a bury of less than 24 inches under
pavement or aggregate parking or drive areas shall be
schedule 80 PVC pipe and fittings. Sewers installed in
unpaved areas and protected from traffic or other severe
loads shall be Schedule 40 ABS or PVC pipe and fittings.
The following specifications or standards apply:
ABS Sewer Pipe
ABS-DWV
PSP PVC Sewer
PSM PVC Sewer
PVC-DWV
and Fittings
Pipe and Fittings
Pipe and Fittings
ASTM D 2751-73
ASTM D 2661-73
ASTM D 3033-73
ASTM D 3034-73
ASTM D 2665-73
Piping shall be installed on a smooth trench bottom of
undisturbed natural soil or compacted clean fill. All piping
shall be installed to the appropriate alignment, grade and
condition prior to backfilling or placing of encasement.
Prior to backfilling or placing of encasement the building
sewers shall pass a leakage test of not to exceed 100 gallons
leakage per day per inch of pipe diameter per mile of pipe
under a 5 foot minimum head for the section under test.
Visible or surfacing leakage shall be corrected and the pipe
retested.
6
Backfill shall be evenly placed and compacted in shallow
lifts not to exceed 6 inches loose to a depth of not less
than 4 inches above the top of the pipe. Backfill under or
within 5 feet of pavement or building footings or floor slabs
shall be placed in lifts not to exceed 10 inches loose and
each lift shall be wetted and thoroughly compacted prior to
installation of the subsequent lift. All backfill shall be
installed free of voids and shall be tamped. In no case
shall a backfill lift exceed 12 inches loose.
Care shall be taken during backfill and compaction operations
to maintain alignment and prevent damage to the piping and
joints. Backfill shall be brought up to the local grade.
SEPTIC TANK & PUMP TANK
The septic tank shall be a 1,000 gallon precast concrete
septic tank manufactured by Coastal Ready Mix bearing the
imprint STB-913 and shall be equipped with an outlet filter.
The pump tank shall be a 1,150 gallon precast concrete pump
tank manufactured by Coastal Ready Mix bearing the imprint
PT-91.
The septic tank shall be installed to allow 1/4 inch per foot
fall for the building sewer. Local grade at the tank or tank
elevation shall be adjusted as necessary to assure that the
top of the tank is a minimum of 6" below local grade. The
ground surface elevation from the house to the septic tank
inlet shall be sufficient to provide not less than 12 inch
cover over the building sewer to the septic tank in non-
traffic areas, and 24 inch cover under paved driveway or
parking areas. In the event that building sewer cover in
paved parking or drive areas is less than 24 inches, or cover
in unpaved parking or drive areas is less than 30 inches,
ductile iron pipe shall be used.
Pump tank inlet invert elevation shall be lower than the
outlet of the septic tank by a minimum of 1 inch plus 1/8
inch per foot fall in the connector pipe.
7
Excavations for the tanks shall be of sufficient size and
depth to allow unhindered installation of the tanks.
Building and deck foundations shall be protected from
collapse during installation of the tanks.
The tanks shall be installed level on a bed which has been
leveled and compacted and which is of sufficient size to
enable tank installation on the undisturbed prepared portion
of the bed.
Tanks shall be leakage tested by filling with clean water to
not less than 12 inches above any sidewall seam (using plugs
or fittings in inlets and outlets as appropriate). Such
level shall be maintained for not less than 24 hours by
making up water as necessary. The water level shall then be
monitored for 24 hours without adding water or other liquids
or materials. A drop in water level of more than 1 inch
shall cause the tank to be emptied and repaired or replaced
and then tested as a new tank. Backfill shall not be placed
above the tank bottom prior to satisfactory completion of the
test.
Backfill under and adjacent to tanks with undercut sides
shall be placed in lifts not to exceed 6 inches loose and
shall be wetted and thoroughly compacted until the fill
elevation has reached the vertical sides of the tanks.
Backfill adjacent to tanks for which the excavation is under
or within 5 feet of pavement or within 10 feet of building
footings or floor slabs shall be placed in lifts not to
exceed 10 inches loose and each lift shall be wetted and
thoroughly compacted prior to installation of the subsequent
lift. Care shall be taken during backfill and compaction
operations to prevent damage to the tanks. Backfill shall be
brought up to the local grade.
Manholes and risers shall be sealed against intrusion of
water or soil and shall be gas tight. Manhole risers shall
be brought up to 6 inches above grade and shall be odor free.
A 1-1/2" diameter vent pipe shall be installed through the
side or end wall of the pump tank at the top of the wall or
through a manhole riser wall. The vent pipe riser and
8
vacuum-breaker valve shall be located in a protected position
as shown on the drawings or as located in the field and
approved by the Engineer at the time of construction.
All tank penetrations shall be sealed to the opening through
the tank or manhole riser wall with non-shrink grout or
permanent caulking.
PURAFLO PEAT BIOFILTER
The biofilter assembly shall consist of 4 Bord Na Mona
Puraflo Peat Biofilter modules arranged as shown on the
drawings. Installation of the biofilter shall be performed
by a contractor authorized in writing by the manufacturer and
in accordance with the manufacturer's recommendations and the
NC state Innovative System approval.
The modules shall be installed to the elevations shown on the
drawings. The excavation for the modules shall be of
sufficient size and depth to allow unhindered installation of
the modules. The building and deck foundations shall be
protected from collapse during construction of the assembly.
The modules shall be installed level on the infiltration bed.
Geotextile filter cloth shall be installed on all exposed
portions of the infiltration bed immediately after
installation of the modules.
The assembly shall be leakage tested upon completion of
piping connections in accordance with Puraflo recommendations
and requirements of the NC state Innovative approval which
currently requires a hydrostatic leak test with the modules
full, no visible leakage and a water level change of not more
than +/- 1/2" in 24 hours. Backfill shall not be placed
above the vessel bottoms prior to satisfactory completion of
the leakage test.
Backfill adjacent to vessels shall be installed without voids
and lightly compacted. Care shall be taken during backfill
and compaction operations to prevent damage to the vessels
and associated piping or disturbance of the filter cloth.
9
Backfill shall be brought up to +/- 3" from the tops of the
modules or the grade specified on the drawings.
The manufacturer's field representative and the engineer
shall provide written confirmation of the installation of the
system including, but not limited to, the biofilter, tanks,
pumps, controls, drainfield and peripheral equipment in
accordance with their respective designs and specifications
prior to issuance of an Operation Permit.
DISPOSAL BED
Gravel fill for the Puraflo bed shall be clean washed gravel
or crushed stone graded in accordance with size numbers 3, 4,
5, 57, or 6 of ASTM D-448.
The Puraflo bed shall be a minimum of 8 inches deep or
greater as specified by the owner.
Site preparation, including cutting, filling and grading,
shall be performed in strict accordance with the approved
drawings and specifications prior to installation of pipe to
achieve approximate final grade and to the extent necessary
to enable accurate installation of the nitrification lines.
The excavated Puraflo bed bottom shall be lightly compacted
mixed native soil and clean fill. Gravel shall at all times
be maintained clean and free of soil. After placement of the
Puraflo units, the top surface of the gravel fill shall be
protected by a permanently installed, Trevira Spunbond S-1115
filter cloth, or equal as approved by the Engineer, placed
over the gravel fill to prevent migration of soil into gravel
voids. Backfill over the Puraflo bed shall be only lightly
compacted to assure the absence of voids.
Upon completion of the Puraflo module installation, the bed
area shall be fine graded the minimum amount necessary to
obtain finish grade as shown on the drawings and ground
surface sloping away from the Puraflo elements. Fill at the
perimeter of the disposal bed shall be not less than 24
10
inches above original grade and shall slope down away from
the bed at not more than 1:3 (rise:run).
EFFLUENT PUMPS
Duplex pumps shall be Meyers Model WHR5 submersible effluent
pumps (or equal as approved by the Engineer) driven by 1/2
horsepower motors and shall be capable of delivering 28 GPM
at 20.5 feet total dynamic head. Motors shall operate at 230
volt, single phase, 60 hz.
The pump discharges shall be provided with unions, check
valves and isolation valves accessible from the pump access
manhole. The isolation valves and connection tee may be
internal to the tank/riser or external. External valves
shall be protected by valve boxes.
Pump alternation shall be by a Myers electromechanical
alternating system (or equal as approved by the Engineer).
Pump controls shall include H-O-A switches, elapsed time
meters, event counters and run lights for the pumps. Alarm
circuitry shall include a H-O-A switch.
The alternating system and control panel shall be visible by
direct line of sight from the pump access manhole and shall
be located on a post adjacent to the pump tank or on the
building wall adjacent to the pump tank, as appropriate (as
directed by the owner) and in a NEMA 4X enclosure.
A 4-switch mercury float switch system as supplied by Meyers
(or equal as approved by the Engineer) shall be employed.
The "off" float shall be set 18" above the tank bottom. "On"
(for the lead pump) shall be set 3 inches above pump "off" to
allow a dosing volume of 64 gallons to the Puraflo modules.
The alarm float level shall be set 6 inches above the lead
pump "on" level. The lag pump float shall be set 2 inches
higher than the alarm float. An adjustable dwell timer shall
be provided with a minimum of 12 "on/off" events per day,
with "on" durations adjustable within a range of not less
than 1 to 3 minutes, and "off" durations adjustable to a
range within not less than 1 to 4 hours. The initial timer
11
settings shall be 2.5 minutes "on" and 3 hours between "on"
cycles for 8 cycles per day. The timer "on/off" setting
shall be controlling when the lead pump "on" condition is
satisfied. The lag pump "on" condition shall cause at least
the lag pump to run regardless of the timer condition.
Alarm shall activate both audible and visible outside alarms.
The level controls, alternating system, control panel
components and alarms shall be supplied by the pump supplier
and shall be compatible with the pump system as determined by
the pump supplier.
Separate power from separate breakers and cables shall be
supplied for pump circuits and for alarm/control circuits.
The alarm and control circuits shall be overcurrent protected
so that an overcurrent trip in either the alarm or control
circuit does not disable the other circuit. There shall be
no splices in alarm, control or power wiring in the pump tank
or between the pump tank and the control panel. Electrical
service to the control panel, and pump and control
terminations to the control panel, shall be installed by or
under the supervision of a North Carolina licensed
electrician. The electrical power source breakers shall not
be sub-fed from other building area breakers to assure that
power remains available to the pump system when one or more
building areas have power available.
Electrical conduit between the pump tank and the control
panel shall be sealed, waterproof and gastight. The ends of
the conduit where wiring passes into the tank and into the
control panel shall be sealed waterproof and gas tight to
prevent moisture or gasses from migrating from the tank or
other source into the control panel.
Upon completion of system installation all lines shall be
flushed with clear water and the pump tested to assure not
less than 28 GPM.
The engineer and a representative of the Dare County Health
Department shall be present at the final pump test.
12
PURAFLO SUPPLY PIPING
The supply line shall be 2" diameter Schedule 40 PVC pipe and
fittings and shall conform to the material and installation
specifications for Building Sewers.
Excavated trench bottoms shall be undisturbed soil or
compacted clean fill. The trench bottom shall be smooth and
shall have the correct slope in the direction of the pipe run
and shall be free of debris or obstructions. Trench width
shall be sufficient to allow unhindered installation of the
pipe.
Supply and manifold pipe shall be installed on a smooth slope
between the invert elevations of the ends without dips or air
traps.
Supply pipe shall be pressure tested for a minimum of 2 hours
prior to backfilling. The pipe shall be filled with water
and all air removed. The leakage rate shall not exceed 0.017
gallons per hour per inch of pipe diameter per 100 feet of
pipe at 50 psig (0.03 gallons per hour for 100' of 2"o pipe).
The test shall be witnessed by a representative of the
Engineer.
13
OPERATION AND MAINTENANCE
The owner shall be responsible for the operation and
maintenance of the system.
The Puraflo Biofilter system shall be operated in accordance
with the manufacturer's recommendations (copy attached),
excluding testing of the alarm system and with Dare County
and North Carolina maintenance and operations requirements
(see the Operation Permit for special requirements specific
to the biofilter system).
Pump and alarm functions shall be tested monthly.
The septic and pump tanks, including sanitary tees, shall be
inspected, and the sediment and crust levels determined every
three months. The tanks shall be pumped out and sediment
removed when the sludge depth reaches 18 inches in the septic
tanks and/or 2 inches in the pump tank.
Supply lines shall be flushed with both pumps running
simultaneously using clean water annually.
Corrective action shall be taken when evidence of a problem
is found.
The contractor shall provide to the owner 2 complete sets of
operating, testing and maintenance manuals, and maintenance
spares requirements as recommended by the biofilter, pump and
controls manufacturers.
The owner shall have a spare pump and maintenance spares as
recommended by the biofilter, pump and controls manufacturers
on hand at all times or shall make arrangements with a local
supplier to maintain such spares on hand at all times.
PURAFLO PEAT BIOFILTER SYSTEM
4 BEDROOM RESIDENCE
8630 S. OLD OREGON INLET ROAD
NAGS HEAD, NORTH CAROLINA
CALCULATIONS
PREPARED FOR
Matthew and Nancy Harrell
1217 Littery Drive
Virginia Beach, VA 23464
BY
Calfee Engineering
3048 Martin's Point Road
Kitty Hawk, NC 27949
[phone]
Prepared November 28, 2000
15
Use: Residence
Design Basis Floor plan to be designed to not exceed 4
bedrooms
Daily Flow: 480 GPD max
Fill: 24 inches required at the Puraflo
disposal bed area
Application Rate: 1.0 GPD/sq. ft. bed area
Disposal Design Basis: Alternating duplex pump supply to
single Puraflo bed
Puraflo Dosing Rate & Volume:
Rate: 7 to 12 GPM per module
Volume: 5 to 15 Gallons per dose per module
Effluent Disposal Area
Bed area = GPD _ Application Rate
480 GPD _ 1.0 GPD per sq ft = 480 sq. ft. area
Septic Tank:
Minimum volume = 1,000 GPD for a 4-bedroom residence
Select Coastal Ready Mix 1,000 Gallon precast
concrete septic tank STB-913
Pump Tank:
Minimum Volume = septic tank = 1,000 Gallons
Select Coastal Ready Mix 1,150 gallon precast
concrete pump tank PT-91
16
Number of Puraflo Modules:
4 Bedrooms @ 1 module per bedroom = 4 modules
Puraflo Dosing Rate:
4 modules x 7 GPM/module = 28 GPM
Puraflo Dosing Volume:
Select dose volume of 15 Gallons per module,
4 modules x 15 Gallons/module = 60 Gallons
Puraflo Biofilter friction losses:
Supply line: length 25' @ Diameter = 2"
Manifold: N/A
orifice diameter = 1/2"
Fitting loss factor = 1.2
2" diameter supply line friction loss:
Head loss = 1.811/100' @ 28 GPM
Supply friction loss =(25')(1.81'/100')(1.2) = .5'
1" diameter supply line and orifice plate:
By orifice equation @ 7 GPM per unit = 7.01
'IT" Connection loss and valve allowance = 5.0'
Total Friction Loss = .5' + 7.0' + 5.0' = 12.5'
Pump suction elevation differential = 8'
Pump head = 12.5' + 8' = 20.5'
Pump capacity required:
28 GPM @ 20.5' head
17
Float switch on/off set range:
Range = Dosing volume / tank area
= 60 / 7.48 Gal per cu ft / 34 sq ft x 1211/ft
= 2.83 inches => 3 inches
Adjusted Dose:
3" / 1211/ft x 7.48 x 34 sq. ft. = 64 Gallons
Pump-down time:
64 Gal / 28 GPM = 2.29 min = 2 min., 17 sec.
Pump-down rate:
3" / 2.29 min. = 1.311/min
SUMMARY
Pump capacity requirement:
28 GPM @ 20.5' head
Select Myers WHR5, 1/2 Horsepower pump
"on/Off" float set: 3"
Pump-down rate: 1.3" per minute
PERFORMANCE CURVE
WHR SERIES WASTE HANDLING PUMPS
CAPACITY LITERS PER MINUTE
n inn 2nn 300 400 500 600 700
44
40
36
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F- 16
12
8
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8 2
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7
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20 ZZ 40 60 80 100 120 14 0 160 16U
CAPACITY GALLONS PER MINUTE
K3002
® F.0EE. 1Myers, A Pentair Company
1101 Electric Avenue
Ashland, Ohio 44805-1923
419/289-1144
FAX, 419/289-6658, TLX: 98.7443
G. INSTALLATION AND TESTING PROCEDURES
1. An on-site preconstruction conference shall be required to be attended by the Puraflo® Peat
Biofilter system designer, installer, local health department, licensed soil scientist (as applicable), and
property owner or owner's representative prior to beginning construction of the Puraflo® Peat
Biofilter and associated ground absorption system.
2. The septic tank, pump tank and peat biofilter modules shall be located to prevent surface/subsurface
water inflow/infiltration, and shall meet the horizontal setback requirements of Rule .1950(a).
3. Peat biofilter modules shall be installed level on a rock bed (see Sections F,4. and F.5., above).
Elevation shall be high enough to meet constraints established for the site by the final treatment and
disposal system.
4. For Type A Puraflo(D Peat Biofilter Systems, the bed shall be constructed as an elongated berm,
with the long axis parallel to the ground elevation contours of the slope. The bottom of the bed shall
be excavated level (± 1/4") in all directions. The gravel bed shall be immediately installed without
allowing machinery to traverse the excavated/exposed bed bottom, Exposed portions of the rock bed
(portions not under the modules) shall be covered by a geotextile fabric prior to back filling capable of
preventing the downward movement of silt-sized particles while allowing the movement of moisture
and gases.
5. For Type B Puraflo(D Peat Biofilter Systems, the gravel bed shall be installed level L 1/4") in all
directions, with configuration and specified color-coded modules installed as directed by the system
designer for each site. The gravel bed must extend.a least six inches beyond the ends of the modules
in all directions.
6. Backfill shall be installed over the gravel bed along the sides of the modules, with the module tops
remaining at least six inches above finished grade. Minimum backfrll depth shall be six inches.
Backfill shall be installed with a side slope not to exceed a rise to run ratio of 1:4.
7. All tankage, including risers, shall be demonstrated to be watertight by a 24-hour hydrostatic
leakage test conducted at the installation site prior to system startup. A water level change of ±1/2-inch
or more over 24 hours, or visual observation of leakage shall be cause for failure of the watertightness
test.
3. Pump delivery rate shall be measured and determined to be in accordnce with design parameters.
The initial settings shall be made to pump timer controls and pump activation elevations in the
Biofilter dosing tank based upon these field measurements prior to system start-up. The system's
Operator in Responsible Charge (ORC) shall be present during these determinations
9. Specified site preparation steps and construction specifications for the ground absorption system
shall be strictly adhered to, including specified depth of trenches in relation to site limiting conditions.
H. OPERATION AND MAINTENANCE
1. System classification, management and inspection shall be in accordance with Rule .1961. PurafloO Peat
Biofilters shall be classified at a minimum as a Type Va system according to Table V(a) of Rule .1961(b).
2. System Inspections: Both the local health department and the Operator-in-Responsible Charge (ORC) must
conduct monitoring inspections of Puraflo® Peat Biofilter Systems at a minimum frequency as specified in
Table V of Rule .1961(b) and the Operation Permit.
3. At each'Puraflo® Peat Biofilter inspection the ORC shall, at a minimum, observe and monitor:
a. wastewater level in the tanks,
b. the septic tank outlet filter or screened pump vault for clogging,
c. watertightness of tanks, risers and pipe connections at tanks,
d. operation of pumps, floats, valves, electrical controls and alarms,
e. pumping frequency from pump impulse counters and elapsed run time meters,
f. The peat modules for any structural damage, accessibility, adequate ventilation, excess odors, insect
infestations,
g. vegetative growth over the drainfield,
h. the drainfield area for surfacing the effluent, and
i. a sample of peat biofilter effluent collected from the sampling point to check for effluent clarity and
odor (note: peat biofilter. effluent may have a brackish to straw color from the humic and fulvic acids
naturally present in the peat media).
4. At least twice per year the ORC shall, at a minimum, measure and report to the health department:
a. sludge and scum levels in the septic tank,
b. sludge level and grease presence in the pump tank,
C. pump delivery rate (drawdown test), and
d. dosing volume and measure or calculate average pump run time.
5. The ORC shall also conduct other additional observations, measurements, monitoring, and maintenance
activities as specified in the Operation Permit and as recommended by the manufacturer.
6, Effluent Samplin; and Analysis:
a. Puraflom Peat Biofilter effluent samples shall be collected at least yearly by the ORC.
For Type A Systems, samples shall be collected from the sampling chamber
(2) For Type B Systems, samples shall be collected from the 4-way cross, P-trap, di=bution box
or similar device provided for effluent sampling.
(3) The sampling location shall be purged of accumulated effluent and allowed to refill prior to
collecting a sample.
Sample collection frequency shall be specified by the local health department in the Operation Permit,
and can be modified, as needed, by the local health department.
C. All samples shall be obtained, preserved, and analyzed in accordance with 40 CFR 136. Samples shall
be analyzed by a state certified wastewater laboratory for the treatment performance standards
specified in Section B,
d. When samples do not meet treatment standards specified in Section B, the system shall be resampled
two more times within the next 60 days with samples collected no less than 48 hours apart. The
average system performance shall then be calculated as the arithmetic mean (geometric mean for fecal
coliforms) of results from the three samples. System maintenance or repair shall be required whenever
the average system performance as calculated above does not meet the applicable treatment standards
specified in Section B,
7. Notification and Performance of Maintenance and Repairs
a. Tile ORC shall alert the system owner in a timely fashion of needed maintenance or repair activities
including, but not limited to, landscaping, tank sealing, tank pumping, pipe or control system
repairs,media replacement,and adjustments to any other system component. The ORC shall notify the
system owner and local health department whenever the pump delivery rate efficiency or average
pump run time are not within 25% of initial measurements conducted prior to system startup,
b. The ORC shall keep the septic tank outlet effluent filter or screened pump vault cleaned and in proper
operating condition, as per manufacturer's recommendations.
C. System troubleshooting and needed maintenance must be provided to maintain the pump delivery rate
and average pump run time within 25% of initial measurements conducted prior to system startup.
d. The septic tank will be pumped as needed upon recommendation of the ORC. However, at a
minimum the septic tank will be pumped whenever the solids level exceeds 25% of the tank's total
liquid working capacity or the scum layer is more than 4 inches thick.
The ORC shall notify the local Health Department and system owner in writing whenever repairs are
required. All maintenance activities shall also be logged and recorded in the ORC reports provided to
the local health department.
8. Reporting
a. After each required ORC system inspection, the ORC shall provide a completed written report to the
system owner and the local health department within 30 days. At a minimum this report must specify;
(l) the date and time of inspection,
(2) system operating conditions observed according to H.3, above,
(3) system operating conditions measured according to HA, and H.5, above,
(4) results from any laboratory analysis of any effluent samples,
(5) maintenance activities performed since the last inspection report,
(6) an assessment of overall system performance, and
(7) a determination of whether the system is malfunctioning, and the specific nature of the
malfunction.
After each required health department system inspection, the local health department shall provide a
completed inspection report to the system owner and the State within 30 days. The local health
department shall also provide an annual summary each January to the State including;
(1) the name of the environmental health specialist in the health department with primary
responsibility for the Puraflo® Peat Biofilter program in the county/district,
(2) the number of improvement permits, construction authorizations, and operation permits
issued for Puraflo® Peat Biofilter systems the prior year in the county/district,
(3) the total cumulative number of Puraflo® Peat Biofilter systems installed under this Approval
in the county/district,
(4) the percentage of ORC reports due to the health department that have been received from the
0 RC' s,
(5) an assessment of overall performance of Puraflo® Peat Biofilter systems in the
county/district, and
(6) the percentage of PurafloO Peat Biofilter systems which malfunctioned during the prior
year. the nature of the malfunctions, and any remedies implemented or needed.
4. Design responsibility: Prior to the issuance of an Authorization to Construct for a Puraflo® Peat Biofilter
System, site-specific plans and specifications shall be submitted for review and approval by the local health
department. Site specific plans and specifications shall be prepared by individuals authorized in writing by the
manufacturer (which may include an authorized agent in a local health department), or by a professional
engineer. Approval shall be contingent upon the specific Puraflo® Peat Biofilter System proposed being found
to be in accordance with all provisions of this approval as applicable to the proposed facility and site.
5. The system shall be installed by a contractor authorized in writing by the manufacturer, who shall coordinate
the installation with the designer and manufacturer's field representative. The manufacturer's field
representative. and designer shall provide written confirmation of their acceptance of the system installation
prior to Operation Permit issuance.
6. For sites required to be evaluated by a Licensed Soil Scientist or Professional Geologist (see Section
I.2,above), the health department may specify as a condition on the Improvement Permit and Authorization to
Construct that a Licensed Soil Scientist or Professional Geologist oversee critical phases of the ground
absorption system installation and certify in writing that the installation was in accordance with their specified
site/installation requirements prior to the Operation Permit issuance.
7. The operator requirements of Rule .1961(b) shall be met, including the requirement for a contract to have
been executed between the system owner and a private Certified Operator or with a Public Management Entity
with a Certified Operator. The ORC shall be present during initial system setup in accordance with Section G.8,
above, prior to issuance of the Operation Permit.
J. REPAIR OF SYSTEMS
The provisions of 15A NCAC 18A .1961(c) shall govern the use of Puraflo® Peat Biofilter Systems for repairs
to existing malfunctioning wastewater systems.
Approved by: ./o =G-•/'f'i ??-- -J??f Date: Cj
S:\OSWW\innovative.systems\IWWS 93_IR.%vpd
UNITED STATES POSTAL SEFM' , ' F) „ --
-? 1 IJ -
Emit
z,
• Sender. Please pd y 11 ur ?a address,`= U?, •
NC DENR Division of Water Quality
• Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
Print your name and address on the reverse
so that we can return the nand to you.
Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Matthew T. Harrell
1217 Kittery Drive
Virginia Beach, VA 23464
DWQ# 04-0298 - Dare
? Agent
B.RR}ecceived by (Printed ) C. Date of Deliver
' /A'7 lic 2,/54W I I -IS-0)
D. Is delivery address different from item 1? ? Yes
if YES, enter delivery address below: ? No

3. Service Type
A Certified Mail ? Express Masi
? Registered OL Return Receipt for Merohandis
? insured mail ? C.O.D.
4. Restricted De1wry? Extra Fee) ? Yes
2. Article Number 7002 2410 0003 0275 4476
(Transfer from service label)
-s Form 3811, August 2001 Domestic Return Receipt 102595.02-W1&
DWQ# Date 6 7 Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project. n
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
Please show all wetland impacts including fill slopes on the site planTL. e0JA lS /mil! '40\1\511?_
? Please indicate all buffer impacts on the site plan. V ov,
Please indicate proposed lot layout as overlays on the site plan. Q?
? Please indicate the location of the protected buffers as overlays on the site plan.
Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
?? Cb OYl C?, I(.? ? L ? ?l? ?C'f 9.-