20050202 Ver 1_Complete File_20050202

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ulft[ROMR,
APR 19 2006
To: Cindy Karoly?ws r?R Qoq??
From: Steve Trowea r MWi?tER
NVACH
Through: Terry Moore
Subject: Coastal Wetland Juristdictional Determinations
Date: 11 April 2006
The purpose of this memo is to confirm three different Coastal Wetland
jurisdictional determinations undertaken by the Washington Office of the Division of
Coastal Management on sites for which you have received nationwide permit
applications from the U.S. Army Corps of Engineers. Coastal Wetlands are a designated
--Area-of-Environmental C2n m th??nrisdiction of this Division_Ac ctated_in the
Preconstruction Notification, any project proposed in a designated Area of Environmental
Concern (AEC) under the jurisdiction of the Division of Coastal Management, the
Division of Coastal Management will serve as the lead agency for processing of the
permit application. ; .This Division is the authority in making Coastal Wetland
determinations.
The project referred to as K1 Sbdivisiot;
I, lei d-off SR `1337 (Wahab Village Rd) on Ocracoke Island in Hydd County, N
This site has been.:, subject to:.. numerous; inspections including Coastal Wetland 1 y
delineations by DCM staff i11 Washington. Office ; he rmost recent delineation was part of
(Notice of Violation#01-09B..The a forementione..d violation was a filled road in Coastal
'Wetlands for which the property owner,,was, required to remove restoring the Coastal
Wetland. The Coastal Wetland.subjeci of,this, QSACOE nationwide 14 permit application is
vegetated with Spartina ap tens, Distichlis spicata; Sci s , s Typha M. and Juncus
&oemerianus.
The projects referred to as Jackson Dunes Lot 6 Eearing,Property, project number
0051175, USCOE Action Id Number 200511067, and Jackson Dunes Lot 7 c/o David
Pharr, project number 20051174, USAGOE Action IdNumber 200511067 are located off
SR 1371, Sound Shofe-Drive, in, the. Jackson Dunes: Subdivision at the head-of-Southward
Creek off the Pamlico Sound,on Ocracoke; Island ,in, Hyde County, North Carolina. Lots
6 through 10 of the Jackson 9Dunes subdivision were, subject to a Coastal Wetland
delineation at the request and in the .presence. of Mr. David Pharr and his wife, Michele
Pharr, by DCM Washington staff on 29 dune. X006.:, The;5 dots, with the exception of a
small area of uplands, was. determined ,to be,...Coastal, Wetlands. The Coastal Wetland in
which lots 6 through 10, .,are . plated and. ?subj ect• of your delineation on 29 June 2005 is
vegetated with Juncus RogpI rianus,,, S artin? , patens, Distichlis s?icata, Sc' us V.,
7 7
S artina alterniflora, Salicornia ?. and Caladium jamaicense.
We request that the Division of. Water Quality Coordinate with the Division of
Cgastal Management when receiving . permit, .applications from applicants for
dejvelopment activities within a designatedi. AEG> If you have any questions concerning
these projects or other relate
datters:you eap reach,iie at; (2$2) 948-3854.
NC DENR - DIVISION OF WATER QUALITY
WETLANDS/401 UNIT
2321 CRABTREE BOULEVARD, SUITE 250
RALEIGH, NC 27604
RETURN SERVICE HAS' ER $0.292
REQUESTED APR 06 2005
US POSTAGE
FIRST CLASS PRSRT
MAILED FROM 27607
011 A04j-M%,nj376
Brian Rubino
8 Juniper Trail
KIttY F 0 A ? INSUFFICIENT ADDRESS
C ? ATTEMPTED NOT KNOWN ?
? NO SUCH NUMBER/ STREET
S NOT DELIVERABLE AS ADDRESSED
• ` - UNABLE TD FORWARD

OTHER
-OTC
??1411.1 If III Id t l Oita 114114111h, I if If III III
?dFATF?Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
T- North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 5, 2005
DWQ Project # 05-0202
Hyde County
Mr. Darren Burrus
P.O. Box 642
Buxton, NC, 27920
Subject Property: Burrus Island Subdivision
Waiver of 401 Water Quality Certification
Dear Mr. Burrus
Your revised application for a 401 Water Quality Certification to impact up to 0.16 acres of wetlands at the
subject property was received in the Division of Water Quality's Central Office on February 2, 2005.
According to our rules [15A NCAC 2H .0507 (A)], if final action is not taken within 60 days, the Certification
is waived unless DWQ has objected in writing to your application. Therefore, DWQ has waived the
requirement for a 401 Water Quality Certification for your plans to impact waters as described in your
February 2, 2005 application materials.
However, if additional impact occurs or your development plans change, this waiver is no longer valid and
a 401 Water Quality Certification will be required. Also please note that if the Division of Coastal
Management prevails in your legal dispute as to whether a CAMA Permit is required, then DWQ never
received the proper application and this waiver is no longer valid. In such case, a written 401 Water Quality
Certification would be required.
If you have any questions, please telephone Cyndi Karoly at 919-733-1786.
AWK/cbk _
cc: Brian Rubino, 8 Juniper Trail, Kitty Hawk, NC, 27949
USACE Washinton Regulatory Field Office
Wilmington District, USACE
DWQ Washinton Regional Office
DLR Washington Regional Office
File Copy
Central Files
Sincerely,
r?
Alan W. Klimek, P.E.
Filename: 050202Burrus(Hyde)Waive
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Bouler rd, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] / Internet htti):Ith2o.en_r.stat-e.nc.us/ncwetiands
None Carolina
?M 11jy
An Equal Qpportunity? ffinnative Action Employer - 50% Recycled/10% Post Consumer Paper
O?0 SAT 19
r
Mr. Darren Burrus
P,O: Box 642
Buxton, NC, 27920
Subject Property:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 5, 2005
Burrus Island Subdivision
Waiver of 401 Water Quality Certification
Dear Mr. Burris
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0202
Hyde County
Your revised application for a 401 Water Quality Certification to impact up to 0.16 acres of wetlands at the
subject property was received in the Division of Water Quality's Central Office on February 2; 2005.
According to our rules [15A NCAC 2H.0507 (A)], if final action is not taken within 60 days, the Certification
is waived unless DWQ has objected in writing to your application. Therefore, DWQ has waived the
requirement for a 401 Water Quality Certification for your plans to impact waters as described in your
February 2, 2005 application materials.
However, if additional impact occurs or your development plans change, this waiver is no longer valid and
a 491 Water Quality Certification will be required. Also please note that if the Division of Coastal.
Mapagement prevails in your legal dispute as to whether a CAMA Permit is required, then DWQ never
received the proper application and this waiver is no longer valid. In such case, a written 401 Water Quality
Certification would be required.
If you have any questions, please telephone Cyndi Karoly at 919-733-1786.
Sincerely,
Alan W. Klimek, P.E.
AWK/cbk
cc: Brian Rubino, 8 Juniper Trail, Kitty Hawk, NC, 27949
USACE Washinton Regulatory Field Office
Wilmington District, USACE
DWQ Washinton Regional Office
DLR Washington Regional Office
File Copy
Central Files
Filename: 050202Burrus(Hyde)Waive
401 Wetlahds Cer?ation Unit U&rally
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Ra fth, North Carolina 27604
Phone: [phone] FAX [phone] / Internet http:l/h2o.enr.state.nc.us/nGwefands
An Equal Opportunitygffinnative Action Employer- 50% Recycled110% Post Consumer Paper
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
SUBJECT:'
Regional Contact:
WQ Supervisor:
Date:
WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Burrus Island Subdivision c/o Darren Burrus
Project Number 05 0202
Recvd From APP
Received Dote 2/2/05
Project Type Subdivision
Recvd By Region
Region Washington
Certificates Stream
Permit ;Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 OTH WT _0N F__ 20-(40.5) SA HQ
F 30,307. 0.16 F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Hold- a lica t has to decide whether 404 or DCM is rip •ma[3 wetland permitting unit. No action until
decided, proof, must be submitted
County Hyde
County2
tom steffens
A hodge
cc: Regional Office Page Number 1
Central Office
Coo FILE
SINCE 195
FILE 9
COPYub,e & Associates, P.C
ENGINEERING - ENVIRONMENTAL SCIENCES - PLANNING
TRANSMITTAL
PrOojeCt: Burrus Island
To: John Dorney
FEB 0 9. 2005
DENR - WATER QUALITY
V nM AND UORMWATM BRANCH
Date z 1-28-05
Project No= 04135
We transmit: ? herewith ? per your request ? under separate cover
Via: ? overnight ? hand delivery
For your: Q-6se review & comment
bra-pproval ? records
The following: ? drawings ? correspondence
? specifications ? data
tl' S Mail
ii information 0 5 Q 2.0
retribution
? shop drawings/samples
? contractual data

# Date Description
7 1/28/05 401 Water Quality Certification Package
1/20/05 memorandum to William Wescott, USACE
1/28/05 $200 processing fee check and photocopy
11/02/04 Nat14 and 401 Permit Application
3/20/00 Health Dept. Improvement Permits
1/26/05 11"x17" Nationwide #14 Site Plan
4/07/03 Topographic Base Map
Mr. Dorney,
Please review this 401 Water Quality Certification request package. This information has been sent to William
Wescott with the US Army Corps of Engineers for Nationwide #14 Permitting. Thanks for your attention to this
project. You can reach me at [phone] if you have any questions or wish to discuss.
Sincerely,
Brian Rubino 1i
CC: Darren Burrus
Lars P. Simonsen `
8 Juniper Trail - P.O.Drawer870,Kitty Hawk, NC27949 [phone] FAX [phone]
E- Mail [e-mail]

Qu ible fit, UPI
i Quible & Associates, P.C. P.O. Drawer 870
Kitty Hawk, NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING Phone: [phone]
SINCE 1959 Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassitec C.E.P.
Eduardo J. Voldivieso, P.E.
January 20
2005
, ASSOCIATES
Joseph J. Anlauf, P.E.
Katherine C. Marchello, P.L.S.
MEMORANDUM: David S. Neff
To: William Wescott - US Army Corps of Engineers (USACE)
From: Joseph S. Lassiter agent for Darren Burrus - Burrus Island Subdivision
Re: BURRUS ISLAND - NATIONWIDE #14 PERMIT APPLICATION
The purpose of this memorandum is to provide a narrative describing development proposed in
the enclosed Nationwide #14 Permit Application, submitted by the property owner, Darren
Burrus representing the Burrus Island Subdivision. The subject tract is an approximately 5.86
acre parcel of land located adjacent to Wahab Village Road in Ocracoke, Hyde County, North
Carolina. The applicant is requesting a permit to fill approximately 0.16 acres of jurisdictional
Section 404 wetlands to facilitate the construction of a 200' long by 30' wide roadway through
jurisdiction wetlands to access a seven (7) lot subdivision. The proposed roadway extends from
an existing upland easement, through 404 wetlands, to the upland parcel on which the lots are
proposed. The enclosed plan view plat (See Quible Plat, NW #14 Permit) accurately depicts the
alignment of the roadway and the proposed configuration of the lots. Also included are
improvement permits from the Hyde County Health Department for on-site wastewater treatment
systems to serve lots 2 through 6.
Also at issue in the processing of this permit application is a dispute between the property
owner and the NC Division of Coastal Management (DCM) concerning the Coastal Wetlands
Area of Environmental Concern (AEC) as defined by the NC Coastal Area Management Act
(CAMA) and other applicable statutes. It has, to date, been the position of the DCM that a
portion of the wetlands that are the subject of this application represent a Coastal Wetlands
AEC. It is the position of the applicant that they are not a Coastal Wetland AEC because the
wetlands on his property are not subject to irregular flooding short of a major storm or hurricane
and are therefore not, by definition, jurisdictional as Coastal Wetlands. The applicants position
is based on the distance of the wetlands from the waters of the Pamlico Sound and the relative
difference in elevation between the normal water level (NWL) of the Pamlico Sound and the
elevation of the subject wetlands. Enclosed with this application is a plat prepared by BILD
Surveying (Topographic Base Map for: Darren Burrus) that accurately depicts both the horizontal
distance of the property from the Sound and the increase in elevation from NWL to the wetlands
on the Burrus tract.
The proposed construction of the roadway will be accomplished utilizing dump trucks and a
bladed front end loader. Three 18" diameter x 30' long culverts will be installed to insure
Page 2 - Burrus Island NW#14 Permit Application
As mitigation for the unavoidable impacts to wetlands the applicant proposes an on-site 10:1
conservation easement of jurisdictional wetlands on the subject tract. The proposed mitigation
area is represented on Sheet 1.
f I C C, ? Y
"Ll
Price Use Only: Form. Version May 2002
USACE Action ID No. DWQ No. 05 U Z V 2
(If any particular item is not applicable to this project, please enter "Not Applicable" or WA".)
L Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. Jqhis notification is solely a courtesy copy because written approval for the 401 Certification
/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: ?
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: ?
H. Applicant Information
1 • Omer/Applicant Information
Name: Darren Burrus
Mailing Address: PO Box 642
Buxton NC 27920
Telephone Number: 252-995-4718 Fax Number: 252-995-5727
E-mail Address: Burrus re@vahoo. com
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: Joseph S. Lassiter
Company Affiliation: Quible & Associates, PC
Mailing Address: PO Drawer 870
Kitty Hawk NC 27949
Telephone Number:-252-261-3300 Fax Number: 252-261-1260
E-mail Address: j lassiter@quible. com
Page 5 of 12
41 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: Burrus Island
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 200184
4. Location
County. Hyde Nearest Town: Ocracoke Village
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):
NC 12 on Ocracoke Island to SR 1358 to Wahab Village Road
5. Site coordinates, if available (UTM or Lat4-ong): xxit
(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): 5.86 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Pamlico Sound
8. River Basin: Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hU://h2o.enr.state.nc.us/admin/mat)s/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Undeveloped and single family residential
Page 6 of 12
i 10. Describe the overall project in detail, including the type of equipment to be used:
The proposed development is to construct a road from an existing
road to an area of uplands by placing fill material in jurisdictional
Section 404 wetlands. Three 18' culverts will be installed to insure
wetlands hydrology is maintained. Work will be accomplished utilizing
dump trucks, small backhoe with a blade for grading fill material.
1'l. Explain the purpose of the proposed Work: To join two upland parcels by construction
of a gravel roadwav.
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.
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.
VL 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
I . Provide a written description of the proposed impacts:
2. Individually list wetland impacts below:
Wetland' Impact
Site Number
indicate on map)
Type of Impact* Area of
Impact
(acres) Located witlun
100-year Floodplain**
es/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***
Impact #1 Fill .14 Yes 1, 05 f Section 404
Impact # 2 F'11 .02 Yes 1,500 ft Section 404

L
• List each impart
-~ -?--- -?? auu .UVuLLLy Leuipvieuy nupmts. impacts mctuae, bur 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 floodplams are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
TIRW, or FEMA-approved local floodplam maps. Maps are available through the FEMA Map Service Center at 14800-358-9616, or
online at b2p://www.fema gov.
List a wetland type that best describes wetted to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (domination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: t 3.55 acres
Total area of wetland impact proposed: 0.16 ' acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
N TA
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?

lease specify)

• T.iet each irMnart m .,re7.. . a :a _. c. .
--- - w? r?=r l?uu?ypvr?uy impacts. impacts include, tit 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 losstgain),
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.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tovozone.com,
www.ma igst. etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N?
Page 8 of 12
Iii
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 map)
N/A
Type of Impact* Area of
Impact
(ate) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
ba oc
ean, etc.

* T.ict Parh ;m ,*
-• .... iy auu aucucuy ec
drainage, tu1&ndLY 1II pmts. lmpacrs include, but are not lmated to: ?, excavation, dredging,
flooding, bulkheads, etc.
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): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NSA
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:
VIL 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.
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
functions and values, preferable in the same watershed. similar
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
httn:Mo.enr state nc us/ncwetlands/stnnMde html.
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/hnear 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.
Conservation easement at 10: 1 ratio for proposed wetland impacts. The easement,
-will be 67,420 sq ft (1.6,acres)
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 b-tt-p://h2o.enr.state.nc.us/index.ht m 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): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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 NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No F]
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 (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identi
fy )?
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 3
2 N/A 1.5
Total -?-
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
=tq4 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation,
4 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.
Xl. Stormwater (required by DWQ)
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.
Property total is 5.86 acres Total proposed impervious surface to create
road iR n_iA
X11. Sewage Disposal (required by DWQ)
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.
Onsi W 4 PL19tPY tr `met s -9 m foor_ the__sevzn
suitable site evaluations have been obtained from Hyde-Co. family lots
XUL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No M
Is this an after-the-fast pe t application?
Yes ? No ?
X1V. 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).
7-1

Applicant/Agent's Signature ///o /
Date e
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

HYDE COUNTY HEALTH DEPARTMENT
P.O. BOX 100 SWAN QUARTER, NC 27885
1100 MAIN ST.
IMPROVEMENT PERMIT
Permit No: 32000-1 Date: March 20, 2000
Permittee: Darren Burrus
Address: P.O. Box 642, Buxton, NC 27920
Phone No.: [phone]
Property Location: Lot #1of a S/D of land formerly Calvin Dallas Burrus, III
Ocracoke
Facilities To Be Served: 4 bedroom house
Water Supply: private well
Wastewater Flow GPD: 480 gpd
Wastewater System Type: Va, IWWS-98-1-R2, Puraflo Peat Biofilter, Type A
Wastewater System Repair Type: SAME
Long Term Acceptance Rate: 1.0 gpd/sq.ft.
Absorption Area: 480 sq.ft.
Septic Tank Capacity: 1000 gallons, add Zabel A-300 filter
Pump Tank Capacity: 1200 gallons
Total Bed Length: 48' Width: 10'
.Maximum Bed Bottom Depth: 5.98' elevation using the TBM as established on the
Site plan at assumed elevaton of 10.0'
IMPROVEMENT PERMIT
DARREN BURROS
PAGE 2
CONDITIONS:
1. Installation of the wastewater system shall be in strict accordance with the
approved site plan and all specifications which are a part of this permit.
2. Prior to the installation of the wastewater system, an on-site pre-
construction conference shall be held and attended by the installer, Hyde
County Health Department, and the owner or owner's representative.
3. The manufacturer's field representative shall provide written confirmation of
their acceptance of the system installation prior to Operation Permit
issuance.
4. The installer shall co-ordinate with the Hyde County Health Department in
performing the 24 hour water tightness test on the pump tank and septic
tank.
5. "The estimated life of the peat media is currently 15 years. The media may
need to be replaced, in part or in full, in order to maintain specified
treatment standards."
6. Use water conserving fixtures i.e. 1.6 gallon flush toilets, 2 gpm shower
heads,1 gpm all lavatories.
7. Note the PME requirements.
8. The existing mobile home,septic tank, and drainfield components shall be
removed. Place additional sand fill to a finished elevation of 6.65' using the
established bench mark 0 a 10.0' elevation. Place the fill beginning at the
50' setback line from the Coastal Wetlands to the center of the property.
Contact the Hyde County. Health Department at this point for an inspection.
9. An Authorization to Construct will be issued upon final approval of the initial
site modifications.
IMPROVEMENT PERMIT
DARREN BURRUS
PAGE 3
10. The well point must be a minimum of 50' from all parts of the wastewater
system and 25' from any building foundation. It shall be 50' from any
surface water body.

This Improvement Permit shall be valid:
For a period of five years
upon a showing satisfactory to the Department or the local health department that
the site and soil conditions are unaltered, that the facility, design wastewater flow,
and wastewater characteristics are not increased, and that a wastewater system
can be installed that meets the permitting requirements in effect on the date this
permit was issued. This permit is subject to revocation if site plans or the
intended use changes.
Authorized
Hyde County Health Department
HYDE COUNTY HEALTH DEPARTMENT SITE PLAN
DARREN BURRUS
n
PERMIT #32000-6 O
COASTAL WETLANDS- D
? LOT #4 LOT #5 D
Q 50' SETBACK r
LINE
Q LOT #3 0\ ^ ,
- ,Q? ? m
10'
W 10' ,- Q0 / / -
- - -------- r
110
Jonas
m Q?,< DO
-? LOT #2
Q LOT #6
A l
cn -
TBM [Nail set in piling]
Q O [Assume 10.0' elevation]
U 35' o
COASTAL WETLANDS
50.00 feet
1:600
HYDE COUNTY HEALTH DEPARTMENT
PUMP & CONTROL PANEL SPECIFICATIONS
PEAT BID FILTER BY BORD NA MONA
Darren Burrus
Permit # 32000-6
1. The pump shall be capable of pumping a minimum of 40
gpm @ a TDH of 22.00'. (Use Zoller 98 or equal.)
2. The dose volume shall be 1/12 of the daily flow [ 40
gallons/dosel. Set pump floats to draw down 2.0".
3. Pump run time shall be set for 1 minute (theoretical) and
pump off time shall be 2 hours.
4. Install a simplex control panel with programabie timer,
elapsed time meter, event counter, and audible/visible
alarm. Enclosure shall be NEMA 4-X.
5. The pump and the alarm shall be on separate circuits.
V
QI
9
1
Q

95r?
Backfill and lightly compact cover material (not sar
Grade (4:1) for positive drainage and cap with top:
o,-oi-E1trX4 F Seed and straw for erosion control/protection
Minimum cover over stone is 6 inches
r_ .e it A 9'[?
Puraflo modules sit on level gravel pad
of clean broken stone (3/4 - 1 inch dia.)
1". Cover with filter fabric before backfilling

Horizontal Scale 1:40
Vertical Scale 1:20

------------
00
Q
- - - - - - - - - - - - J LJ
u
Q
Il(??unL
u
Union Disconnect
followed by Ball Valve
Water-tight Riser wlLid
Gravity Inlet
from ST
Q
Control Panel wiProg.
Timer i£ Alarm n?
1ol
Minimum 1/4 Day Storage
(above High Water Alafm) Ckeck Valve
(w/Antisiphon
Hole as req'd)
Alarm/Override Level -
Flow Equalization Zone (Min. Vol. =112 Design Flow)
Low-water Cut-off Level--\
Pump wil-i ing Rope
I (raised on block)
r ? Ji= Electrical Conduit
i Sch. 40 PVC Force Main
(to Puraflo Peat Biofilters)
Drain-back Hole
(for cold climates $
i seasonal applications)
Vent Hole
TYPICAL PUMP TANK DETAIL
(dimensions, construction and installation should conform to applicable local and state regulations)

0.

Man W&MW
10awmUon do(WW
Drawing Title:
---JAN. 15, 1998 I Scale 1:20 I MODULE GRID DETAIL
DWG. BY: GMO'D
??o?ooc?a0 FEn doaW
Project Reference:
PURAFL0 PEAT BIOFILTER

_V
1
A.
945 mm
480 mm
ELEVATIONAL VIEW
0240 mm
PLAN V?Ew
rr--
?I
I
I'
II
I
i
II
If- - -
II
i
4
I'
i
11
L--
(END VIEW
No weep-holes on module half
containing sample pipe
JAN. 15, 1998
DWG. BY: GMO'D Scale 1:20
Drawing Title:
SAMPLE CHAMBER DETAIL
Project Reference:
PURAFLO PEAT BIOEILTER
HYDE COUNTY HEALTH DEPARTMENT
P.O. Box 100 -Swan Quarter, IC 27885
Phone # [phone]
Darren Burrus
PUBLIC MANAGEMENT ENTITY REQUIREMENTS
Effective July 1, 1992, the ground absorption sewage treatment and disposal system
serving your facility is required to meet current system management regulations.
The Hyde County Board of Health has authorized and placed in operation the Hyde
County Health Department Public Management Entity. All systems classified Type IV, Va
and Vb shall join the Hyde County Public Management Entity (PME). According to the Laws
and Mules for Sewage Treatment and Disposal Systems your system classification is Va. A
fee of 300.00 must be paid to the Hyde County Health Department prior to issuance of an
Operation Permit for your facility. This fee includes a one-time entrance fee of 200.00 into
the Hyde County Public Management Entity and also an annual fee of 100.00.
As part of your system management, it is necessary for you, the owner, to have an
operator certified in ground absorption sewage treatment and disposal. This operator must
be certified by the Water Pollution Control System Operator Certification Commission. You
may choose to contract with a private certified operator or to contract with the Hyde County
Public Management Entity. If you choose the Hyde County PME, an additional fee of
240.00 must be submitted along with the entrance fee and annual fee. This fee is charged
in accordance with the schedule adopted by the Hyde County Board of Health.
The contract with a private certified operator or with the Hyde County Health
Department PME must be signed by all parties involved and submitted to the Hyde County
Health Department prior to issuance of an Operation Permit.
If you have any questions, please call me at [phone] from 8:00 a.m. - 5:00
p.m., Monday through Friday.
Sincerely,
x
Hugh Watson, RS
Environmental Health
Specialist

HYDE COUNTY HEALTH DEPARTMENT
P.O. BOX 100 SWAN QUARTER, NC 27885
1100 MAIN ST.
IMPROVEMENT PERMIT
Permit No: 32000-2
Date: March 20, 2000
Permittee: Darren Burrus
Address: P.O. Box 642, Buxton, NC 27920
Phone No.: [phone]
Property Location: Lot #2 of a S/D of land formerly Calvin Dallas Burrus, III
Ocracoke
Facilities To Be Served: 4 bedroom house
Water Supply: private well
Wastewater Flow GPD: 480 gpd
Wastewater System Type: Va., IWWS-98-1-R2, Puraflo Peat Biofiiter, Type A
Wastewater System Repair Type: SAME
Long Term Acceptance Rate: 1.0 gpd/sq.ft.
Absorption Area: 360 sq.ft.
Septic Tank Capacity: 1000 gallons, add Zabel A-300 filter
Pump Tank Capacity: 1200 gallons
Total Bed Length: 36' Width: 10'
Maximum Bed Bottom Depth: 5.98' elevation using the TBM as established on the
Site plan at assumed elevaton of 10.0'
IMPROVEMENT PERMIT
DARREN BURRUS
PAGE 2
CONDITIONS:
1. Installation of the wastewater system shall be in strict accordance with the
approved site plan and all specifications which are a part of this permit.
2. Prior to the installation of the wastewater system, an on-site pre-
construction conference shall be held and attended by the installer, Hyde
County Health Department, and the owner or owner's representative.
3. The manufacturer's field representative shall provide written confirmation of
their acceptance of the system installation prior to Operation Permit
issuance.
4. The installer shall co-ordinate with the Hyde County Health Department in
performing the 24 hour water tightness test on the pump tank and septic
tank.
5. "The estimated life of the peat media is currently 15 years. The media may
need to be replaced, in part or in full, in order to maintain specified
treatment standards."
6. Use water conserving fixtures i.e.1.6 gallon flush toilets, 2 gpm shower
heads,1 gpm all lavatories.
7. Note the PME requirements.
8. The existing mobile home,septic tank, and drainfield components shall be
removed. Place additional sand fill to a finished elevation of 6.65' using the
established bench mark 0 a 10.0' elevation. Place the fill beginning at the
50' setback line from the Coastal Wetlands to the center of the property.
Contact the Hyde County Health Department at this point for an inspection.
9. An Authorization to Construct will be issued upon final approval of the initial
site modifications.
IMPROVEMENT PERMIT
DARREN BURRUS
PAGE 3
10. The well point must be a minimum of 50' from all parts of the wastewater
system and 25' from any building foundation. It shall be 50' from any
surface water body.

This Improvement Permit shall be valid:
For a period of five years
upon a showing satisfactory to the Department or the local health department that
the site and soil conditions are unaltered, that the facility, design wastewater flow,
and wastewater characteristics are not increased, and that a wastewater system
can be installed that meets the permitting requirements in effect on the date this
permit was issued. This permit is subject to revocation if site plans or the
intended use changes.
Authorized
EnvirorRmental Health Specialist
Hyde County Health Department
HYDE COUNTY HEALTH DEPARTMENT SITE PLAN
DARREN BURRUS n
PERMIT #32000-6
0
COASTAL WETLANDS-
--- ---------------(?
? LOT #4 LOT #5 D
Q 50 SETBACK r
LINE
Q LOT #3 0? ?? o ,,?,:' ? G
\e?. ?O m
10'
W 10,
Q0 1 O' _ r
oo Z
Q
-? LOT #2 co
LOT #6
TBM [Nail set in piling]
Q ; [Assume 10.0' elevation]
COASTAL WETLANDS
50.00 feet
ao°°oooooc
1:600
HYDE COUNTY HEALTH DEPARTMENT
PUMP & CONTROL PANEL SPECIFICATIONS
PEAT BIO FILTER BY BORD NA MONA
Darren Burrus
Permit # 32000-6
1. The pump shall be capable of pumping a minimum of 40
gam @ a TDH of 22.00'. (Use Zoller 98 or equal.)
2. The dose volume shall be 1/12 of the daily flow [ 440
gallons/dosel. Set pump floats to draw down 2.0".
3. Pump run time shall be set for 1 minute (theoretical) and
pump off time shall be 2 hours.
4. Install a simplex control panel with programable timer,
elapsed time meter, event counter, and audible/visible
alarm. Enclosure shall be NEMA 4-X.
S. The pump and the alarm shall be on separate circuits.
V
1
4
0

s 95'ClC
Puraflo modules sit on level gravel pad
of clean broken stone (3/4 - 1 inch dia.)
Cover with filter fabric before backfilling
pa???Do ?c?c??ao??a0 Moc??v

Backfill and lightly compact cover material (not sar
Grade (4:1) for positive drainage and cap with top!
G,aar'EW-r4 a Seed and straw for erosion control/protection
Minimum cover over stone is 6 inches
?-.e ie P T[!
HorizontalScale 1:40
Vertical Scale 1:20

Union Disconnect
followed by Sall Valve
Water-tight Riser w1Lid
Gravity Inlet
from ST
Minimum 1/4 Day Storage
,4117-
-----------
o
OO
CQ
------------ J
? u
O
r_4
I?
Q
Control Panel w/frog.
Timer & Alarm
(above High Water Alarm) Ckeck Valve
(w/Andsiphon
Hole as req'd)
Alarm/Override Level -
Flow Equalization Zone (Min. Vol. =112 Design Flow)
Low-water Cut-off Level-\
Pump w/L.ifUng Rope
(raised on block)
?Ij "-- Electrical Conduit
r ?
i Sch. 40 PVC Force Main
(to Puraflo Peat Biofilters)
Drain-back Hole
(for cold climates &
i seasonal applications)

Vent Hole
TYPICAL PUMP TANK DETAIL
(dimensions, construction and installation should conform to applicable local and state regulations)

I

I
..

,.NO
?G
5
?o oor?ao C 0swm oon WOB3166
Drawing Me:
---JAN. 15, 1998 Scale 1'20 t? ODULE GRID DETAIL
UWG.BY: GMO'D
as(gNonalo End) Maw
Project Reference:
PURAFLO PEAT BIOFILTER
Y
I
1
4
945 mm
460 mm
ELEVATIONAL VIEW END VIEW
' Qo?? 0240 mm
PLAN VIEW
II / 11
1 I / / 1 I
11 / 11
II 11
II 11
II / 11
1 I J/ I 1 ,
V 1 I
--{I II
1 n 1 I
1 1 ? i I
11 ? II
II ? 11
11 II
11 ? it
11 ?? 11
11 ? II
1
rr--
11
II
I
I
11
II
1
I
II
I
1
II
II
I
1
11
L--
1
JAN. 15, 1998
DWG. BY: GMO'D
Drawing Title:
Scale 1:20 SAMPLE CHAMBER DETAIL
Project Reference:
PURAFLO PEAT BIOFILTER
No weep-holes on module half
coniaining sample pipe
HYDE COUNTY HEALTH DEPARTMENT
P.O. Sox 100 Swan Quarter, NC 27885
Phone # [phone]
Darren Burrus
PUBLIC MANAGEMENT ENTITY REQUIREMENTS
Effective July 1, 1992, the ground absorption sewage treatment and disposal system
serving your facility is required to meet current system management regulations.
The Hyde County Board of Health has authorized and placed in operation the Hyde
County Health Department Public Management Entity. All systems classified Type IV, Va
and Vb shall join the Hyde County Public Management Entity (PME). According to the Laws
and Rules for Sewage Treatment and Disposal Systems, your system classification is Va. A
fee of 300.00 must be paid to the Hyde County Health Department prior to issuance of an
Operation Permit for your facility. This fee includes a one-time entrance fee of 200.00 into
the Hyde County Public Management Entity and also an annual fee of 100.00.
As part of your system management, it is necessary for you, the owner, to have an
operator certified in ground absorption sewage treatment and disposal. This operator must
be certified by the Water Pollution Control System Operator Certification Commission. You
may choose to contract with a private certified operator or to contract with the Hyde County
Public Management Entity. If you choose the Hyde County PME, an additional fee of
240.00 must be submitted along with the entrance fee and annual fee. This fee is charged
in accordance with the schedule adopted by the Hyde County Board of Health.
The contract with a private certified operator or with the Hyde County Health
Department PME must be signed by all parties involved and submitted to the Hyde County
Health ' Department prior to issuance of an Operation Permit.
If you have any questions, please call me at [phone] from 8:00 a.m. - 5:00
p.m., Monday through Friday.
Sincerely, ,?
'7:/Z?Z x
Hugh Watson, RS
Environmental Health
Specialist
HYDE COUNTY HEALTH DEPARTMENT
P.O. BOX 100 SWAN QUARTER, NC 27885
1100 MAIN ST.
IMPROVEMENT PERMIT
Permit No: 32000-3 Date: March 20, 2000
Permittee: Darren Burrus
Address: P.O. Box 642, Buxton, NC 27920
Phone No.: [phone]
Property Location: Lot #3 of a S/D of land formerly Calvin Dallas Burrus, III
Ocracoke
Facilities To Be Served: 4 bedroom house
Water Supply: private well
Wastewater Flow GPD: 480 gpd
Wastewater System Type: Va., IWWS-98-1-R2, Puraflo Peat Biofilter, Type A
Wastewater System Repair Type: SAME
Long Term Acceptance Rate: 1.0 gpd/sq.ft.
Absorption Area: 360 sq.ft.
Septic Tank Capacity: 1000 gallons, add Zabel A-300 filter
Pump Tank Capacity: 1200 gallons
Total Bed Length: 36' Width: 10'
Maximum Bed Bottom Depth: 5.98' elevation using the TBM as established on the
Site plan at assumed elevaton of 10.0'
IMPROVEMENT PERMIT
DARREN SURRUS
PAGE 2
CONDITIONS:
1. Installation of the wastewater system shall be in strict accordance with the
approved site plan and all specifications which are a part of this permit.
2. Prior to the installation of the wastewater system, an on-site pre-
construction conference shall be held and attended by the installer, Hyde
County Health Department, and the owner or owner's representative.
3. The manufacturer's field representative shall provide written confirmation of
their acceptance of the system installation prior to Operation Permit
issuance.
4. The installer shall co-ordinate with the Hyde County Health Department in
performing the 24 hour water tightness test on the pump tank and septic
tank.
5. "The estimated life of the peat media is currently 15 years. The media may
need to be replaced, in part or in full, in order to maintain specified
treatment standards."
6. Use water conserving fixtures i.e. 1.6 gallon flush toilets, 2 gpm shower
heads,1 gpm all lavatories.
7. Note the PME requirements.
8. The existing mobile home septic tank, and drainfield components shall be
removed. Place additional sand fill to a finished elevation of 6.65' using the
established bench mark 0 a 10.0' elevation. Place the fill beginning at the
50' setback line from the Coastal Wetlands to the center of the property.
Contact the Hyde County Health Department at this point for. an inspection.
9. An Authorization to Construct will be issued upon final approval of the initial
site modifications.
IMPROVEMENT PERMIT
DARREN BURRUS
PAGE 3
10. The well point must be a minimum of 50' from all parts of the wastewater
system and 25' from any building foundation. It shall be 50' from any
surface water body.

This Improvement Permit shall be valid:
For a period of five years
upon a showing satisfactory to the Department or the local health department that
the site and soil conditions are unaltered, that the facility, design wastewater flow,
and wastewater characteristics are not increased, and that a wastewater system
can be installed that meets the permitting requirements in effect on the date this
permit was issued. This permit is subject to revocation if site plans or the
intended use changes.
Authorized
Hyde County Health Department
HYDE COUNTY HEALTH DEPARTMENT SITE PLAN
DARREN BURRUS
PERMIT #32000-6
COASTAL WE
LOT

O 50'SETBACK
LINE
Z
\
Q LOT #3
? o
J ® a??OQ
10,
W 10'
sass
1

J LOT #2

r
U) Ad \
9
Q
-? 0

n
O
TLANDS- D

D
LOT #5 r

??' ? m

Q ,

1 O'
same
r

9?< Z
?gQ ? v
LOT #6
TBM [Nail set in pili ng]
[Assume 10.0* . elevation]

COASTAL WETLANDS
50.00 feet
1:600
HYDE COUNTY HEALTH DEPARTMENT
PUMP & CONTROL PANEL SPECIFICATIONS
PEAT BIO FILTER BY BORD NA MONA
Darren Burrus
Permit # 32000-6
1. The pump shall be capable of pumping a minimum of 40
gom @ a TDH of 22.00'. (Use Zoller 98 or equal.)
2. The dose volume shall be 1/12 of the daily flow [ 40
gallons/dosel. Set pump floats to draw down 2.0".
3. Pump run time shall be set for 1 minute (theoretical) and
pump off time shall be 2 hours.
4. Install a simplex control panel with programable timer,
elapsed time meter, event counter, and audible/visible
alarm. Enclosure shall be NEMA 4-X.
5. The pump and the alarm shall be on separate circuits.
0
m

(0. `s, Gh
S 9brelc

Puraflo modules sit on level gravel pad
of clean broken stone (3/4 - 1 inch dia.)
\"_ Cover with filter fabric before backfilling
pa??aa??o ?c?c??oo?a? Moc??
Horizontal Scale 1:40
Vertical Scale 1:20
Backfill and lightly compact cover material (not sar
Grade (4:1) for positive drainage and cap with top!
arE1lT"1"4 F Seed and straw for erosion control/protection
Minimum cover over stone is 6 inches
cn R ,Q _ _L

Union Disconnect
followed by Ball Valve
Water-tight NserwlLld
Gravity Inlet
. from ST
C,1--1- Minimum 1/4 Day Storage !
(above High Water Alarm) Ckeck Valve
(wiAndsiphon !
Hole as rec(d) i
- - - - - - - - - - - - - - - - - - - - - - - - - - -
Alarm/Override Level
Flow Equalization Zone (Min. Vol. =112 Design Flow)
Low-water Cut-off Level-----\
Pump w/lifting Rope
(raised on block)
Vent Hole
Control Panel w/frog.
Timer & Alarm
?- Electrical Conduit
Sch. 40 PVC Force Main
(to Puraflo Peat Biofilters)
Drain-back Hole
(for. cold climates &
seasonal applications)
Ln?n n
U
O
Q
MOO
Q
luti
0
a
0
TYPICAL PUMP TANK DETAIL
(dimensioos, construction and installation should conform to applicable local and state regulations)
I

I
a
Main Mo@w

Drawing TiUe: Project Reference:
-JAN.15,1998
Scale '1:20 MODULE GRID DETAIL PURAFL.O PEAT BIOFILTER
DWG, BY: : GM GMO'U

m

945 mm
450 mm
11 . 11
II ?? II
11 , it
II II
II ' II
II . II
I I', 11
I v I I
--?I II
I n? I 1
II \ II
II ? II
11 \ 11
11 II
II \ it
II ?? II
II ? 11
-J I ? ? 1
.. - - - - - J
I
rr - -
11
I
I
II
II
II
I
I
IF- - -
II
I
I
II
II
I
I
11
L--
I
ISLEYYATI®OVU`111? VIEW END VIEW
PLAN VIEW
W
0240 mm
//
?""JAN. 15, 1998
DWG. BY: GMO'D
Drawing Title:
Scale 1:20 SAMPLE CHAMBER DETAIL
Project Reference:
PDP?aFLO PEAT BIOFILTEE2
No we
on module halt
containing sample pipe
HYDE COUNTY HEALTH DEPARTMENT
P.O. Box 100 Swan Quarter, NC 27885
Phone # [phone]
Darren Surrus
PUBLIC MANAGEMENT ENTITY REQUIREMENTS
Effective July 1, 1992, the ground absorption sewage treatment and disposal system
serving your facility is required to meet current system management regulations.
The Hyde County Board of Health has authorized and placed in operation the Hyde
County Health Department Public Management Entity. All systems classified Type IV, Va
and Vb shall join the Hyde County Public Management Entity (PME). According to the Laws
and Rules for Sewage Treatment and Disposal Systems your system classification is Va. A
fee of 300.00 must be paid to the Hyde County Health Department prior to issuance of an
Operation Permit for your facility. This fee includes a one-time entrance fee of 200.00 into
the Hyde County Public Management Entity and also an annual fee of $100.00.
As part of your system management, it is necessary for you, the owner, to have an
operator certified in ground absorption sewage treatment and disposal. This operator must
be certified by the Water Pollution Control System Operator Certification Commission. You
may choose to contract with a private certified operator or to contract with the Hyde County
Public Management Entity. If you choose the Hyde County PME, an additional fee of
$240.0 must be submitted along with the entrance fee and annual fee. This fee is charged
in accordance with the schedule adopted by the Hyde County Board of Health.
The contract with a private certified operator or with the Hyde County Health
Department PME must be signed by all parties involved and submitted to the Hyde County
Health Department prior to issuance of an Operation Permit.
If you have any questions, please call me at [phone] from 8:00 a.m. - 5:00
p.m., Monday through Friday.
Sincerely,
74?/ xJ
Hugh Watson, RS
Environmental Health
Specialist
t ^
HYDE COUNTY HEALTH DEPARTMENT
P.O. BOX 100 SWAN QUARTER, NC 27885
1100 MAIN ST.
IMPROVEMENT PERMIT
Permit No: 32000-4 Date: March 20, 2000
Permittee: Darren Burrus
Address: P.O. Box 642, Buxton, NC 27920
Phone No.: [phone]
Property Location: Lot #4 of a S/D of land formerly Calvin Dallas Burrus, III
Ocracoke
Facilities To Be Served: 4 bedroom house
Water Supply: private well
Wastewater Flow GPD: 480 gpd
Wastewater System Type: Va, IWWS-98-1-R2, Puraflo Peat Biofilter, Type A
Wastewater System Repair Type: SAME
Long Term Acceptance Rate: 1.0 gpd/sq.ft.
Absorption Area: 360 sq.ft.
Septic Tank Capacity: 1000 gallons, add Zabel A-300 filter
Pump Tank Capacity: 1200 gallons
Total Bed Length: 36' Width: 10'
Maximum Bed Bottom Depth: 5.98' elevation using the TBM as established on the
Site plan at assumed elevaton of 10.0'
IMPROVEMENT PERMIT
DARREN BURRUS
PAGE 2
CONDITIONS:
1. Installation of the wastewater system shall be in strict accordance with the
approved site plan and all specifications which are a part of this permit.
2. Prior to the installation of the wastewater system, an on-site pre-
construction conference shall be held and attended by the installer, Hyde
County Health Department, and the owner or owner's representative.
3. The manufacturer's field representative shall provide written confirmation of
their acceptance of the system installation prior to Operation Permit
issuance.
4. The installer shall co-ordinate with the Hyde County Health Department in
performing the 24 hour water tightness test on the pump tank and septic
tank. I
5. "The estimated life of the peat media is currently 15 years. The media may
need to be replaced, in part or in full, in order to maintain specified
treatment standards."
6. Use water conserving fixtures i.e. 1.6 gallon flush toilets, 2 gpm shower
heads,1 gpm all lavatories.
7. Note the PME requirements.
8. The existing mobile home septic tank, and drainfield components shall be
removed. Place additional sand fill to a finished elevation of 6.65' using the
established bench mark 0 a 10.0 elevation. Place the fill beginning at the
50' setback line from the Coastal Wetlands to the center of the property.
Contact the Hyde County Health Department at this point for an inspection.
9. An Authorization to Construct will be issued upon final approval of the initial
site modifications.
IMPROVEMENT PERMIT
DARREN BURROS
PAGE 3
10. The well point must be a minimum of 50' from all parts of the wastewater
system and 25' from any building foundation. It shall be 50' from any
surface water body.
*******************************************************
This Improvement Permit shall be valid:
For a period of fire years
upon a showing satisfactory to the Department or the local health department that
the site and soil conditions are unaltered, that the facility, design wastewater flow,
and wastewater characteristics are not increased, and that a wastewater system
can be installed that meets the permitting requirements in effect on the date this
permit was issued. This permit is subject to revocation if site plans or the
intended use changes.
Authorized
Environmental Health Specialist
Hyde County Health Department
HYDE COUNTY HEALTH DEPARTMENT SITE PLAN

DARREN BURRUS n
PERMIT #32000-6
0
COASTAL WETLANDS- D
-.I
? LOT #4 LOT #5 D
Q 50' SETBACK r
LINEI --- ---
z 'soon
Q LOT #3
\e ? O m
10
W i 10' Q0 / f
some Z; 10
i
-? LOT #2 LOT #6:
?
Q
TBM [Nail set in piling]
[Assume 10.0 elevation]
o
U 35' o
LOT #1 35
COASTAL WETLANDS
50.00 feet
1:600
HYDE COUNTY HEALTH DEPARTMENT
PUMP & CONTROL PANEL SPECIFICATIONS
PEAT BIO FILTER BY BORD NA MONA
Darren Burrus
Permit # 32000-6
1. The pump shall be capable of pumping a minimum of 40
aom @ a TDH of 22.00'. (Use Zoller 98 or equal.)
2. The dose volume shall be 1/12 of the daily flow [ 40
gallons/dosel. Set pump floats to draw down 2.0'%
3. Pump run time shall be set for 1 minute (theoretical) and
pump off time shall be 2 hours.
4. Install a simplex control panel with programable timer,
elapsed time meter, event counter, and audible/visible
alarm. Enclosure shall be NEMA 44.
S. The pump and the alarm shall be on separate circuits.
V
1
0

(A.C,s''e-h
9bre/c
Puraflo modules sit on level gravel pad
of clean broken stone (3/4 - 1 inch dia.)
1". Cover with filter fabric before backfilling
pa???o ?c?c??ooc??a0 Moc??

Horizontal Scale 1:40
Vertical Scale 1:20
Backfill and lightly compact cover material (not sar
Grade (4:1) for positive drainage and cap with top:
?cr-EVrJ"441 Seed and straw for erosion control/protection
Minimum cover over stone is 6 inches
r_.e1e A

Union Disconnect
followed by Sall Valve
Water-tight Riser wJLId
I?ul .
------------'
? ?nuoL
? u
i
i O
' DO
? a
'- - - - - - - - - - - - J
• ?J
O
u
Q
Control Panel w/Prog.
Timer & Alarm
Gravity Inlet Electrical Conduit
from ST ?
i Sch. 40 PVC Force Main
(to Puraflo Peat Blofilters)
Minimum 1/4 Day Storage
(above High Water Alarm) Ckeck Valve j
(w/Antisiphon Drain-back Hole
Hole as re d q') r (for cold climates &
seasonal applications)
Alarm/Override Level
Flow Equalization Zone (Min. Vol. =112 Design Flow)
Low-water Cut-0ff Level-,,
Pump w/Lifting Rope
(raised on block)
Vent Hole
TYPICAL PUMP TANK DETAIL
(dimensions, construction and installation should conform to applicable local and state regulations)

i
t
poan MoWW
_ _ ??c??;oo?aa C?Oc?d?f?oo? Moc?ea
Drawing Title:
-JAN. 15, 1998
DWG, BY: GMO'D Scale 1:20 MODULE GRID DETAIL
n?
3(&6goocm&u [End V, -
Project Reference:
PURAFLO PEAT BIOFILTER

N
i
ti
4
845 mm
450 mm

I
rr - -
I
I
I
II
I
I
II
I
I
II
II
I
I
II
No weep holes on modulo half
containing sample pipe
11 EL[f IONA[. VIEW L N® VIEW
HYDE COUNTY HEALTH DEPARTMENT
P.O. Box 100 Swan Quarter, NC 27885
Phone # [phone]
Darren Surrus
PUBLIC MANAGEMENT ENTITY REQUIREMENTS
Effective July 1, 1992, the ground absorption sewage treatment and disposal system
serving your facility is required to meet current system management regulations.
The Hyde County Board of Health has authorized and placed in operation the Hyde
County Health Department Public Management Entity. All systems classified Type IV, Va
and Vb shall join the Hyde County Public Management Entity (PME). According to the Laws
and Rules for Sewage Treatment and Disposal Systems your system classification is Va. A
fee of 300.00 must be paid to the Hyde County Health Department prior to issuance of an
Operation Permit for your facility. This fee includes a one-time entrance fee of 200.00 into
the Horde County Public Management Entity and also an annual fee of 100.00.
As part of your system management, it is necessary for you, the owner, to have an
operator certified in ground absorption sewage treatment and disposal. This operator must
be certified by the Water Pollution Control System Operator Certification Commission. You
may choose to contract with a private certified operator or to contract with the Hyde County
Public' Management Entity. If you choose the Hyde County PME, an additional fee of
240. must be submitted along with the entrance fee and annual fee. This fee is charged
in accordance with the schedule adopted by the Hyde County Board of Health.
The contract with a private certified operator or with the Hyde County Health
Department PME must be signed by all parties involved and submitted to the Hyde County
Health Department prior to issuance of an Operation Permit.
If you have any questions, please call me at [phone] from 8:00 a.m. - 5:00
p.m., Monday through Friday.
Sincerely,
Hugh Watson, RS
Environmental Health
Specialist
t

HYDE COUNTY HEALTH DEPARTMENT
P.O. BOX 100 SWAN QUARTER, NC 27885
1100 MAIN ST.
IMPROVEMENT PERMIT
Permit No: 32000-5 Date: March 20, 2000
Permittee: Darren Burrus
Address: P.O. Box 642, Buxton, NC 27920
Phone No.: [phone]
Property Location: Lot #5 of a S/D of land formerly Calvin Dallas Burrus, III
Ocracoke
Facilities To Be Served: 4 bedroom house
Water Supply: private well
Wastewater Flow GPD: 480 gpd
Wastewater System Type: Va.. IWWS-98-1-R2, Puraflo Peat Biofilter, Type A
Wastewater System Repair Type: SAME
Long Term Acceptance Rate: 1.0 gpd/sq.ft.
Absorption Area: 360 sq.ft.
Septic Tank Capacity: 1000 gallons, add Zabel A-300 filter
Pump Tank Capacity: 1200 gallons
Total Bed Length: 36' Width: 10'
Maximum Bed Bottom Depth: 5.98' elevation using the TBM as established on the
Site plan at assumed elevaton of 10.0'
IMPROVEMENT PERMIT
DARREN BURRUS
PAGE 2
CONDITIONS:
1. Installation of the wastewater system shall be in strict accordance with the
approved site plan and all specifications which are a part of this permit.
2. Prior to the installation of the wastewater system, an on-site pre-
construction conference shall be held and attended by the installer, Hyde
County Health Department, and the owner or owner's representative.
3. The manufacturer's field representative shall provide written confirmation of
their acceptance of the system installation prior to Operation Permit
issuance.
4. The installer shall co-ordinate with the Hyde County Health Department in
performing the 24 hour water tightness test on the pump tank and septic
tank.
5. "The estimated life of the peat media is currently 15 years. The media may
need to be replaced, in part or in full, in order to maintain specified
treatment standards."
6. Use water conserving fixtures i.e. 1.6 gallon flush toilets, 2 gpm shower
heads,1 gpm all lavatories.
7. Note the PME requirements.
8. The existing mobile home ,septic tank, and drainfield components shall be
removed. Place additional sand fill to a finished elevation of 6.65' using the
established bench mark 0 a 10.0 elevation. Place the fill beginning at the
50' setback line from the Coastal Wetlands to the center of the property.
Contact the. Hyde County Health. Department at this point for an inspection.
9. An Authorization to Construct will be issued upon final approval of the initial
site modifications.
IMPROVEMENT PERMIT
DARREN BURROS
PAGE 3
10. The well point must be a minimum of 50' from all parts of the wastewater
system and 25' from any building foundation. It shall be 50' from any
surface water body.

This Improvement Permit shall be valid:
For a period of five years
uponi a showing satisfactory to the Department or the local health department that
the s' Ite and soil conditions are unaltered, that the facility, design wastewater flow,
and wastewater characteristics are not increased, and that a wastewater system
can be installed that meets the permitting requirements in effect on the date this
permit was issued. This permit is subject to revocation if site plans or the
intended use changes.
Authorized
Environffinental Health Specialist
Hyde County Health Department
HYDE COUNTY HEALTH DEPARTMENT SITE PLAN
DARREN BURRUS n
PERMIT #32000-6 O
COASTAL WETLANDS- D
- - --- (!J
LOT #4 D
LOT #5
c/) Q 50'SETBACK r
LINE
Z ?/ ----?
LOT #3 ?? m o
10
W r 10'
-®sun
-? LOT #2
Q
U 35'
LOT #1

M

oo Z

LOT #6
TBM [Nail set in piling]
_ [Assume 10.0' elevation]

COASTAL WETLANDS
50.00 feet
1:600
HYDE COUNTY HEALTH DEPARTMENT
PUMP & CONTROL PANEL SPECIFICATIONS
PEAT BIO FILTER BY BORD NA MONA
Darren Burrus
Permit # 32000-6
1. The pump shall be capable of pumping a minimum of 40
gam @ a TDH of 22.0010 (Use Zoller 98 or equal.)
2. The dose volume shall be 1/12 of the daily flow ( 40
gallons/dosel. Set pump floats to draw down 2.0°.
3. Pump run time shall be set for 1 minute (theoretical) and
pump off time shall be 2 hours.
4. Install a simplex control panel with programable timer,
elapsed time meter, event counter, and audible/visible
alarm. Enclosure shall be NEMA 4-X.
S. The pump and the alarm shall be on separate circuits.
8
a
I

i
fa `5
t
? 96
Puraflo modules sit on level gravel pad
of clean broken stone (3/4 - 1 inch dia.)
Cover with filter fabric before backfilling
pa?cai?Do cai0
V4
Horizontal Scale 1:40
Vertical Scale 1:20
Backfill and lightly compact cover material (not sar
Grade (4:1) for positive drainage and cap with top!
Seed and straw for erosion control/protection
erEv 7 '1"6F Minimum cover over stone is 6 inches
?,e.R .P TiC!

Union Disconnect
followed by Ball Valve
Water-tight Riser w]Ud
Gravity Inlet
from ST
- ,61 11/ 19-?5 C3'111-?'-/ ^ 0`000
A-1,61117-
C?
?l
-------------
i
I
Pill
I
oa
I
I
I 4
- - - - - - - - - - - - - (?^n ,
. u
0
a
Control Panel w/Prog.
Timer & Alarm
a
Minimum 1/4 Day Storage
(above High Water Alarm) Ckeck Valve
(YdAntisiphon
Hole as req'd)
AlamVOverride Level -
Flow Equalization Zone (Min. Vol. =112 Design Flow)
Low-water Cutoff Level-\
Pump w/Lifting Rope
(raised on block)
?`-r' I lal `-- Electrical Conduit
i Sch. 40 PVC Force Main
'u, "raflo Peat Biofilters)
I
Drain-back Hole
(for cold climates &
seasonal applications)

Vent Hole
TYPICAL PUMP TANK DETAIL
(dimensions, construction and installation should conform to applicable local and state regulations)
I

a
PDmn dosws
Mayo Uon W0'@
Drawing Title:
--JAN. 15, 1998
UWG. BY: GMO ' D Scale 1:20 MODULE _E GRID DETAIL

a@oAD&IM 10 End W00@M9
Project Reference:
PURAFL.O PEAT BIOFILTER
4
1
4
845 mm
4130 mm
ELEVAMNA L. MEW
0240 mm
.
PLAN MEW
FEND MUEW
II . II
I I ? ? I I
II . II
11 II
11 ' II
II . II
I I ,? I I
I v I'
--?I I
I ^ I I
1 I ? ' I
II ? 11
11 ?\ II
11 'I
11 ?` II
11 ? II
II ? II
_ J I i?
1
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II
I'
II
I
I
II
i
4
1
I1
I
11
1
-JAN. 15, 1998
DWG. BY: GMO'D
Drawing Title:
Scale 1:20 SAMPLE CHAMBER DETAIL
Project Reference:
PURAFLO PEAT BIOFILTER
No we
on module half
containing sample pipe
HYDE COUNTY HEALTH DEPARTMENT
P.O. Box 100 Swan Quarter, NC 27885
Phone # [phone]
Darren Burrus
PUBLIC MANAGEMENT ENTITY REQUIREMENTS
Effective July 1, 1992, the ground absorption sewage treatment and disposal system
serving your facility is required to meet current system management regulations.
The Hyde County Board of Health has authorized and placed in operation the Hyde
County Health Department Public Management Entity. All systems classified Type IV, Va
and Vb shall join the Hyde County Public Management Entity (PME). According to the Laws
and Rules for Sewage Treatment and Disposal Systems, your system classification is Va. A
fee of 300.00 must be paid to the Hyde County Health Department prior to issuance of an
Operation Permit for your facility. This fee includes a one-time entrance fee of 200.00 into
the Hyde County Public Management Entity and also an annual fee of $100.00.
As part of your system management, it is necessary for you, the owner, to have an
operator certified in ground absorption sewage treatment and disposal. This operator must
be certified by the Water Pollution Control System Operator Certification Commission. You
may choose to contract with a private certified operator or to contract with the Hyde County
Public Management Entity. If you choose the Hyde County PME, an additional fee of
240.00 must be submitted along with the entrance fee and annual fee. This fee is charged
in accordance with the schedule adopted by the Hyde County Board of Health.
The contract with a private certified operator or with the Hyde County Health
Department PME must be signed by all parties involved and submitted to the Hyde County
Health Department prior to issuance of an Operation Permit.
If you have any questions, please call me at [phone] from 8:00 a.m. - 5:00
p.m., Monday through Friday.
Sincerely,
Hugh Watson, IRS
Environmental Health
Specialist
HYDE COUNTY HEALTH DEPARTMENT
P.O. BOX 100 SWAN QUARTER, NC 27885
1100 MAIN ST.
IMPROVEMENT PERMIT
Permit No: 32000-6 Date: March 20, 2000
Permittee: Darren Burrus
Address: P.O. Box 642, Buxton, NC 27920
Phone No.: [phone]
Property Location: Lot #6 of a S/D of land formerly Calvin Dallas Burrus, III
Ocracoke
Facilities To Be Served: 4 bedroom house
Water Supply: private well
Wastewater Flow GPD: 480 gpd
Wastewater System Type: Va, IWWS-98-1-R2, Puraflo Peat Biofilter, Type A
Wastewater System Repair Type: SAME
Long Term Acceptance Rate: 1.0 gpd/sq.ft.
Absorption Area: 360 sq.ft.
Septic Tank Capacity: 1000 gallons, add Zabel A-300 filter
Pump Tank Capacity: 1200 gallons
Total Bed Length: 36' Width: 10'
Maximum Bed Bottom Depth: 5.98' elevation using the TBM as established on the
Site plan at assumed elevaton of 10.0'
IMPROVEMENT PERMIT
DARREN BURRUS
PAGE 2
CONDITIONS:
1. Installation of the wastewater system shall be in strict accordance with the
approved site plan and all specifications which are a part of this permit.
2. Prior to the installation of the wastewater system, an on-site pre-
construction conference shall be held and attended by the installer, Hyde
County Health Department, and the owner or owner's representative.
3. The manufacturer's field representative shall provide written confirmation of
their acceptance of the system installation prior to Operation Permit
issuance.
4. The installer shall co-ordinate with the Hyde County Health Department in
performing the 24 hour water tightness test on the pump tank and septic
tank.
5. "The estimated life of the peat media is currently 15 years. The media may
need to be replaced, in part or in full, in order to maintain specified
treatment standards."
6. Use water conserving fixtures i.e. 1.6 gallon flush toilets, 2 gpm shower
heads, 1 gpm all lavatories.
7. Note the PME requirements.
8. The existing mobile home ,septic tank, and drainfield components shall be
removed. Place additional sand fill to a finished elevation of 6.65' using the
established bench mark 0 a 10.0' elevation. Place the fill beginning at the
50' setback line from the Coastal Wetlands to the center of the property.
Contact the Hyde County Health Department at this point for an inspection.
9. An Authorization to Construct will be issued upon final approval of the initial
site modifications.
IMPROVEMENT PERMIT
DARREN BURRUS
PANE 3
10. The well point must be a minimum of 50' from all parts of the wastewater
system and 25' from any building foundation. It shall be 50' from any
surface water body.

This Improvement Permit shall be valid:
For a period of five years
upon a showing satisfactory to the Department or the local health department that
the site and soil conditions are unaltered, that the facility, design wastewater flow,
and wastewater characteristics are not increased, and that a wastewater system
can be installed that meets the permitting requirements in effect on the date this
permit was issued. This permit is subject to revocation if site plans or the
intended use changes.
Authorized
Envirofinental Health Specialist
Hyde County Health Department
HYDE COUNTY HEALTH DEPARTMENT SITE PLAN
DARREN BURRUS
+ PERMIT #32000-6
COASTAL WE
LOT

Q 50'SETBACK

LINE

Z --

m ---
Q LOT #3 ??
• o

F- 10
W I 10,
some

-? LOT #2
Q
\
F-
1Q.
i
V)
4F
O
?
O
U 3
'
5
n
O
T L A N DS- D
(n

D
LOT #5 r
?
? ? m

Q0 / / ? 1 O -r- - . r

l SUOM
Z
oo

LOT #6,
TBM [Nail set in pili ng]
[Assume 10.0' elevation]

COASTAL WETLANDS
50.00 feet
1:600
HYDE COUNTY HEALTH DEPARTMENT
PUMP & CONTROL PANEL SPECIFICATIONS
PEAT BIO FILTER BY BORD NA MONA
Darren Burrus
Permit # 32000-6
1. The pump shall be capable of pumping a minimum of 40
gum @ a TDH of 22.00'. (Use Zoller 98 or equal.)
2. The dose volume shall be 1/12 of the daily flow [ 40
gallons/dosel. Set pump floats to draw down 2.0".
3. Pump run time shall be set for 1 minute (theoretical) and
pump off time shall be 2 hours.
4. Install a simplex control panel with programable timer,
elapsed time meter, event counter, and audible/visible
alarm. Enclosure shall be NEMA 4-X.
S. The pump and the alarm shall be on separate circuits.

Q

fa?s'?h
S 9brele
Puraflo modules sit on level gravel pad
of clean broken stone (3/4 - 1 inch dia.)
Cover with filter fabric before backfilling
pa???Do ?c?c?a? W0('0 '6
Horizontal Scale 1:40
Vertical Scale 1:20

Backfill and lightly compact cover material (not sar
Grade (4:1) for positive drainage and cap with top;
Seed and straw for erosion control/protection
?arE1lT.1??F Minimum cover over stone is 6 inches
?-,n R .P _nL . .
i
Union Disconnect
followed by Ball Valve
Water-tight Riser w/Lid
Gravity Inlet
from ST
0- `0 00
nLnSn
-------------
i
i O
i
' 00
-- - - - - - - - - - - - J ^?J
u
O
IJ
Q
Control Panel w/Prog.
Timer $ Alarm
Minimum 1/4 Day Storage 1
(above High Water Alarm) Ckeck Valve
(YdAndsiphon
Hole as req'd) I I
---------------- -?--------
Alarm/Overide Level
Flow Equalization Zone (Min. Vol. = 1/2 Design Flow)
-?
Low-water Cut-off Level
Pump w/Lifting Rope
(raised on block)
Vent Hole
Electrical Conduit
Sch. 40 PVC Force Main
(to Puraflo Peat Biofilters)
Drain-back Hole
- (for cold climates &
seasonal applications)
TYPICAL PUMP TANK DETAIL
(dimensions, construction and installation should conform to applicable local and state regulations)

Main W,08W
s@oQ;oO Cn &D Mawmgoon Moaws
Drawing Title:
I --JAN. 15, 1998 I Scale 1:20 + MODULE GRID DETAIL
DWG. BY: GMO'D
ss(o oonm0 End MoGW
Project Reference:
PUTAFLO PEAT BIOFILTER

V
1
4
945 mm
450 mm
ELEVATIONAL VIEW
0240 mm
PLAN VIEW
JAN. 15, 1998
DWG. BY: GMO'D
TEND 09UIEW
---rr -- -- --?
II . II
I, , 11
I, it
II ' 11
I, , ,1 y
I , ,? I 1
v 1
--?I I(
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II ?? 11
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II
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II
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11
L--
1
Drawing Title: Project Reference:
Scale 1:20 SAMPLE CHAMBER DETAIL PURAFLO PEAT BIOFILTER
No weep-holes on module half
canlaining sample pipe
HYDE COUNTY HEALTH DEPARTMENT
P.O. Box 100 Swan Quarter, NC 27885
Phone # [phone]
Darren Burrus
PUBLIC MANAGEMENT ENTITY REQUIREMENTS
Effective July 1, 1992, the ground absorption sewage treatment and disposal system
serving your facility is required to meet current system management regulations.
The Hyde County Board of Health has authorized and placed in operation the Hyde
County Health Department Public Management Entity. All systems classified Type IV, Va
and Vb shall join the Hyde County Public Management Entity (PME). According to the Laws
and Rules for Sewaae Treatment and Disposal Systems your system classification is Va. A
fee of 300.00 must be paid to the Hyde County Health Department prior to issuance of an
Operation Permit for your facility. This fee includes a one-time entrance fee of 200.00 into
the Hyde County Public Management Entity and also an annual fee of X0.00.
As part of your system management, it is necessary for you, the owner, to have an
operator certified in ground absorption sewage treatment and disposal. This operator must
be certified by the Water Pollution Control System Operator Certification Commission. You
may choose to contract with a private certified operator or to contract with the Hyde County
Public Management Entity. If you choose the Hyde County PME, an additional fee of
240. must be submitted along with the entrance fee and annual fee. This fee is charged
in accordance with the schedule adopted by the Hyde County Board of Health.
The contract with a private certified operator or with the Hyde County Health
Department PME must be signed by all parties involved and submitted to the Hyde County
Health Department prior to issuance of an Operation Permit.
If you have any questions, please call me at [phone] from 8:00 a.m. - 5:00
p.m., Monday through Friday.
Sincerely, ,?
x
Hugh Watson, IRS
Environmental Health
Specialist
Triage Check List
FI!
Date: Z
Projea Name: RAVriA <. I? M el `ujal1f,
DWQ#: rzc oZo2
County:
To: ? ARO Kevin Barnett
? FRO Ken Averitte
? MRO Alan Johnson
? RRO Mike Horan
From: _ l?J hv?
WaRO Tom Steffens and Kyle Barnes
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919) ?33-5 711--
The file attached is being forwarded to ? our for your evaluation.
Please call if you need ass' tance.
1a .
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
.buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
V Copmments:
1
1
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POTENTIA ETLAND i
~ ~ ~ ~ J 5'c , IMPACT #3: ~ L T 9 0
~ j ~ -vim i ACT 2: ROAD ~--i ~ 1 .24 C. 11. 8 AC.
OAD SEE DE AIL
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ROAD ~ .'SEE DETAIL o - - PO~ENTIA~ WETLAND
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LOT 23
32.5 AC.

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I--- PHASE TWO LIMITS

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