20120968 Ver 3_CAMA Application_20200812

NORTH CAROLINA
Environmental Quality
August 12, 2020
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
gregq.bodnar(cDncdenr.gov
SUBJECT: CAMA Major Permit Application Review
Applicant: John Geewax
Project Location: 169 O'Neal Drive, Hyde County
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division of Coastal
Management
Proposed Project: Propose to construct 4- single family residences with associated driveway,
parking and wastewater treatment systems.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grep_p Bodnar at the address above by September, 2 2020. If you have any questions
regarding the proposed project, contact Shane Staples [phone] when appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
PRINT NAME
AGENCY
SIGNATURE
DATE
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave. Morehead City, NC 28557 [phone]

0
NORM ii CAR01 RA
August 12, 2020
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
gregg bodnar(ccbncdenrgov
SUBJECT: CAMA Major Permit Application Review
Applicant: John Geewax
ROY COOPER
Gnvrr„n.
MICHAEL S. REGAN
S""'lary
BRAXTON DAVIS
Dircclor, Dn•FCIwr of(basml
ManagrmeM
Project Location: 169 O'Neal Drive, Hyde County
Proposed Project: Propose to construct 4- single family residences with associated driveway,
parking and wastewater treatment systems.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by September, 2 2020. If you have any questions
regarding the proposed project, contact Shane Staples [phone] when appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
PRINT
AGENCY
SIGNATURE
DATE
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
State or North Carolina I Eamomnental Quality I Coastal Management
400 Commerce Ave_ Morehead City, NC 28557 (252) 808,2808

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: John Geewax
2. LOCATION OF PROJECT SITE: Project site is located off SR 1357, John Gaskins Drive, on the east side of
Ocracoke village adjacent the Pamlico Sound near Horsepen Point in Hyde County, North Carolina.
GPS Coordinates: Latitude — 350 7' 00" Longitude — 75' 58' 08"
INVESTIGATION TYPE: CAMA
INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8 August 2019
Was Applicant Present - No, No
5. PROCESSING PROCEDURE: Application Received Complete — 20 July 2020
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County
Land Classification from LUP - Community
(B) AEC(s) Involved: ES, PTS
(D) Water Dependent: No
(D) Intended Use: Private Residential
(E) Wastewater Treatment: Existing - Peat biofiltration wastewater system.
Planned - 3 - Peat biofiltration septic systems and I conventional system.
(F) Type of Structures: Existing - One residence, bulkhead and riprap revetment and two piers.
Planned - 4 additional single family residences.
(G) Estimated Annual Rate of Erosion: None
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
(C) Uplands
16,964 ft2
(Driveway and
Home Construction)
(D) Total Area Disturbed: 16,695 ft2 (0.4 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA
Open: Yes
PROJECT SUMMARY: The applicant proposes to construct 4 - single family residences with associated
driveway, parking and wastewater treatment systems.

John Geewax
Oneal Drive — Ocracoke Island
Hyde County
Proiect Settin¢
The 3.01-acre project site is located off SR 1357 (Oneal Drive) on the east side of
Ocracoke Village adjacent the Pamlico Sound near Horse Pen Point in Hyde County, North
Carolina. The site is a sandy berm/upland area bordered on the northeast side by the Pamlico
Sound and the southwest by a coastal wetland marsh vegetated primarily with Juncus
roemeranus (Black Needlerush). Access to the sandy upland is by a ±20' wide x ±200' long
filled road across the marsh from SR 1357. The sandy upland berm ranges in width from ±70' to
±200' and has an elevation of approximately 4' above the normal water level (NWL). The
upland berm is subdivided into 5 lots and the largest containing the most upland located on the
northern end (Lot 4, Section 1 of Issac and John O'Neal Heirs). This lot has served as a spoil
area in the past for dredging projects authorized by Major CAMA/Dredge and Fill Permits 132-
87 and 78-01. This lot has considerably more elevation as a result of the spoil deposition
activities as much as 9' above the NWL. The spoil material (sand) has and continues to be
redistributed as part of development activities undertaken by the property owner, across the other
remaining 4 lots. Vegetation on the sandy upland berm consists of salt meadow hay (Sartina
patens), american beach grass (Ammophila brevili ugulatal, pennywort (Hydrocotyle bonariensis)
and sea oats (Uniola paniculata). The upland/wetland transition on the southwest side of the
upland berm is vegetated with wax myrtle (Myrica cerifera) and red cedar (Juniperus vir iniana).
The last lot on the south side of the upland berm is developed with a single family residence and
associated biofiltration wastewater treatment system. There is also a 6' x 150' long pier with a
20' x 20' L-head platform built into the Pamlico Sound offshore of this lot.
The shoreline adjacent the Pamlico Sound is stabilized with the combination of a vinyl
bulkhead and riprap revetment for a distance of±750'. Remnants of a 4' wide
walkway/boardwalk runs the entire length immediately adjacent the existing bulkhead. There is
a f800'long dredged access channel, originally authorized by CAMA/Dredge and Fill Permit
No. 132-87, that connects to two dredged basins, authorized by CAMA/Dredge and Fill Permit
No. 78-01, located offshore the aforementioned lots. Each dredged basin has a pier constructed
to it with a total of six slips between the two piers that we severely damaged in Hurricane
Dorian. This dredging and pier construction was conducted as part of the development of the
property.
The Pamlico Sound at this location is designated as Coastal Waters by the Marine
Fisheries Commission as well as SA by the Environmental Management Commission. The
offshore waters adjacent to this site are open to shellfishing.

John Geewax
Oneal Drive — Ocracoke Island
Hyde County
Page 2
Project Description
The applicant is proposing to further develop each of the four remaining unoccupied lots
with a single family residence each with associated wastewater system, driveway and parking.
Three of the four proposed wastewater systems will be biofiltration and one will be a conventional
system. Each wastewater system has been authorized by the Hyde County Health Department.
The conventional system is proposed to be constructed on the largest lot on the north end of the
upland berm. This lot will also be used to support two of the biofiltration wastewater systems for
adjoining lots lacking space to support both a residence and wastewater system. These two lots
will have a lift station to pump the wastewater from the residence to the biofiltration system on the
northern lot. The driveway and parking areas are to be constructed with gravel. Each residence
will have a 3' wooden boardwalk constructed from the residence ranging from 30' to 40'in length
to the 3' x 360' boardwalk to be reconstructed adjacent the bulkhead.
Anticipated Impacts
The project as proposed will disturb 16,964 ftz of uplands. There are no proposed
wetland or open water impacts proposed in this application package. Impervious surface
coverage for the entire upland area will be 14,223 ft2 or 10.8%. Impervious coverage within the
Estuarine Shoreline is 10,419 ft' or 20.9%. Home construction will result in 2,496 ft2 of
additional impervious surface coverage in Zone 2 of the Tar/Pamlico River Basin Buffer. There
will be 460 ftz of Zone 2 shaded by open wooden decks elevated 8' above the existing ground
level. Impacts in Zone 1 of the Tar/Pam Buffer, which will now be the 30' CAMA Buffer, total
1,740ft2 of wooden walkway from the homes to the bulkhead and boardwalk along bulkhead.
Mitigation credits for these impacts were purchased before the original permit for this project
was issued. The project will result in an increase of surface runoff from the developed areas.
This application and associated plats discuss the Tar/Pam Buffer impacts as the
application was received complete before this office was notified of the Division of water
Resources changes that made Ocracoke Island no longer subject to the Tar/Pam Buffer.
Shane Staples — 7 August 2020

AGENT AUTHORIZATION FORM
Date 6/10/2019
Name of Property Owner Applying for Permit:
John Geewax
Mailing Address:
129 Hick Road
West Grove, PA 19390
I certify that I have authorized (agent) Atlantic Environmental Consultants LLC to act on my behalf, for
the purpose of applying for and obtaining all Permits necessary to install or construct (activity)
Single family residences at (my property located at)
169 Oneal Drive, Ocracoke, NC 27960
This certification is valid thru (date)
er Signature Date
RECEIVED
AUG 14 2019
OCM-WARO

PROJECT NARRATIVE
John Geewax
CAMA Major Permit #3-13
Ocracoke, North Carolina, Hyde County
LOCATION OF PROJECT:
The project consists of five lots. Lots 3, 4, 5, lot 4, Sec 1 & lot 2 Sec 1 located off Oneal
Drive (S.R. 1357) on Ocracoke, Hyde County, adjacent to the Pamlico Sound.
PURPOSE and PROPOSED CONSTRUCTION:
The total project area of all five lots is 204,647 square feet of highground and a mixture
of Section "404" and coastal wetlands. John Geewax was previously permitted to build
on the four separate lots under CAMA major permit #3-13 which expired on December
31, 2018. The proposed improvements to his property will remain as originally
permitted. The proposed project includes the construction of four single family
residences with associated wastewater systems, driveways, parking and walkways to
the existing piers. In addition, a 3' x 360' walkway will be re -constructed along the
existing bulkhead. The proposed walkway was destroyed over several years from
various hurricanes and was not re -constructed; therefore, we are proposing to rebuild it
in the same location.
There is an existing single family residence located on lot 2, Seel with a pier and
gazebo located on the Pamlico Sound. The remaining existing improvements on the
properties include an asphalt/gravel driveway, bulkhead, rip -rap shoreline, two piers with
7 boat slips and one boat house.
PROPOSED LOT IMPACTS:
Lot 3
Lot Area: 11,103 sf (0.25 acres)
Wetland Area: 5,132 sf (0.12 acres)
75' AEC Area: 4,990 sf (0.11 acres)
Existing Gravel Drive = 810 sf (552sf in 75'AEC)
Proposed House = 710 sf
Proposed Open Deck = 120 sf
Proposed Driveway & Parking = 140 sf
Impervious Area in 75' AEC = 1,402 sf
% Impervious in 75' AEC=1402/4990 = 28%
Tar -Pamlico Buffer Impacts:
Zone 1
Wood walkway 3' x 135' = 405 sf

Zone 2
House = 492 sf
Open wood deck = 120 sf
Lot 4
Lot Area: 12,218 sf (0.28 acres)
Wetland Area: 5,988 sf (0.13 acres)
75' AEC Area: 6,234 sf (0.14 acres)
Existing Gravel Drive = 1,434 sf (105 sf in 75'AEC)
Proposed House = 790 sf
Proposed Open Deck = 180 sf
Proposed Driveway & Parking = 635 sf (227 sf in 75'AEC)
Impervious Area in 75' AEC =1,122 sf
% Impervious in 75' AEC=1122/6234 =18%
Tar/Pam Buffer Impacts:
Zone 1
Wood walkway 3' x 100' = 300 sf
Zone 2
House = 322 sf
Open wood deck = 180 sf
Lot 5
Lot Area: 15,311 sf (0.35 acres)
Wetland Area: 4,748 sf (0.11 acres)
75' AEC Area: 6,276 sf (0.14 acres)
Proposed House = 1,460 sf
Proposed Open Deck = 160 sf
Proposed Driveway & Parking = 1,080 sf (93 sf in 75'AEC)
Impervious Area in 75' AEC =1,153 sf
% Impervious in 75' AEC=1153/6276 =18%
Tar/Pam Buffer Impacts:
Zone 1
Wood walkway 3' x 125' = 375 sf

Zone 2
House = 412 sf
Open wood deck = 160 sf
Lot 4, Sec 1
Lot Area: 90,170 sf (2.1 acres)
Wetland Area: 51,633 sf (1.18 acres)
75' AEC Area: 16,060 sf (0.37 acres)
Proposed House = 3,667 sf (2,610 sf in 75'AEC)
Proposed Covered Porch = 600 sf in 75' AEC
Proposed Driveway & Parking = 2,911 sf (1,432 sf in 75'AEC)
Impervious Area in 75' AEC = 4,642 sf
% Impervious in 75' AEC = 4642/16,060= 29%
Tar/Pam Buffer Impacts:
Zone 1
Wood walkway 3' x 220' = 660 sf
Zone 2
House = 670 sf
Covered Porch = 600 sf
Lot 2, Sec 1 - Existing Impacts
Lot Area: 75,845 sf (1.74 acres)
Wetland Area: 61,800 sf (1.42 acres)
75' AEC Area: 16,190 sf (0.37 acres)
Existing House= 1,125 sf(1,125 sfin75'AEC)
Existing Driveway = 975 sf (975 sf in 75'AEC)
Impervious Area in 75' AEC = 2,100 sf
% Impervious in 75' AEC = 2100/16,190=13%
Tar/Pam Buffer Impacts:
Zone 1
Wood walkway 3' x 220' = 660 sf
Zone 2
House = 1,270 sf

PROPOSED LAND DISTURBANCE:
Proposed construction/disturbance on highground:
Four separate homes .................................................. 9,202 s.f.
Driveway and parking construction (new) ........................ 5,021 s.f.
Wastewater system areas ............................................ 2,741 s.f.
Total land disturbance ............................................. 16,964 s.f.
WETLAND IMPACTS:
No impacts proposed within the "404" or coastal wetlands
Mitigation Proposed: Purchase of credits from NCEEP to offset impacts in the
zones 2 of the Tar/Pamlico Buffer were purchased in original permit.

gem MP-1
APPLICUION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Geewax Properties
Applicant 1: First Name
John
MI
Last Name
Geewax
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
129 Hicks Road
PO Box
City
West Grove
State
PA
ZIP
19390
Country
USA
Phone No.
610.869-7849 ext.
FAX No.
Street Address (ifdifferent from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Atlantic Environmental Consultants, Llc
Agent/ Contractor 1: First Name
MI
Last Name
Doug
A.
Dorman
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
3266
Kitty Hawk
NC
ZIP
Phone No, 1
Phone No. 2
27949
252-261-7707 ext.
252-599-2603 ext.
FAX No.
Contractor #
252 261 7707
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Hyde County
169 O'Neal Drive
1357
Subdivision Name
City
State
Zip
Trent Woods Subdivision
Ocracoke
NC
27960 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
610 - 869 - 7849 ext.
Lot 4, SEC 1, Lot 3, Lot 4, Lot 5, Lot 2, SEC 1
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
T _P*V40
Pamlico Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural []Manmade ❑Unknown
Pamlico Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Hyde County
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
630 linear feet.
204,647 sf
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
2.1ac, 0.25 ac, 0.28 ac , 0.35 ac, & 1.74 ac.
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
5 feet avg ❑NHW or ®NWL
e.
Vegetation on tract
lawn grass (panicum spp., live oak (Quercus virginia), red bay (Persia borbonia), loblolly pine (Pinus taeda), wax myrtle
(Morelia cerifera), Black needlerush (Juncus romerianus), Glen cordgrass ( Spartina cynosuroides).
f.
Man-made features and uses now on tract
The shoreline has a bulkhead and rock rip -rap. There are two piers with 7 boat slips and one gazebo. On Lot 2 Section 1
there is an existing single family residence.
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Single-family residential
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
1.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®N E 1 VE D
National Register listed or eligible property?
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JUL 2 0 2020
DCM-WARD
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site?
®Yes ❑No
(ii) Are there coastal wetlands on the site?
®Yes []No
(III) If yes to either (i) or (ii) above, has a delineation been conducted?
®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Peat biofiltration system for existing house on Lot 2 SEC 1.Remaining four lots
have permits from the Hyde County Health
Department and they have been included with this application.
o. Describe existing drinking water supply source.
Ocracoke public water supply
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose of proposed project is to develop the vacant land for single family residential development.
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The driveways will be graded and prepared using bulldozers and dump trucks. The buildings will be built by hand using
conventional framing practices.
d.
List all development activities you propose.
The construction of four separate single family residences with associated driveways, parking and wastewater systems.
e.
Are the proposed activities maintenance of an existing project, new work, or both? New
f.
What is the approximate total disturbed land area resulting from the proposed project? 16,964 ®Sq.Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff.
I.
Will wastewater or stormwater be discharged into a wetland? []Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ®NA
j.
Is there any mitigation proposed? ®Yes ❑No CEIVED
If yes, attach a mitigation proposal.
JUL 2 0 2020
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DCM_WARO
252-808-2808 :: 1.888-4RCOAST www.nccoastaimanagement.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, !f applicable, must be submitted in order for the application
package to be complete. Items (a) — (n are always applicable to any ma/or development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Robert Despo Phone No.
Address PO Box 575, Ocracoke, NC 27960
Name Brant Godfrey Phone No.
Address 2831 Bitting Road, Clemmons, NC 27012
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, perniltee, and issuing dates.
CAMA Major Permit #78-01 & Permit #3-13 DWQ Project # 12-0968
Stormwater Permit No.SW7130404
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. I I3A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date _5/1
Print Name _Doug
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
RECEIVED
JUL 2 0 2020
DCM-WAR®
252-808-2808 :: 1-888.41RCOAST :: www.nccoastaimanagement.net

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed.
Four single family homes. Re -construct Tx 630' wood
walkway/boardwalk landward of the existing bulkhead
c. Density (give the number of residential units and the units per
acre).
4 separate proposed residential units on lots 3, 4, 5 &
4-Secl. 1 existing unit on lot 2Sec1. 4.43 total acres.
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Lot 3-28%, Lot 4-18%, Lot 5-18%, Lot 4 Secl-29%.
I. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Lot 3 - 7.4%, Lot 4 -7.1 %, Lot 5 - 11.9%,
Lot 4, SEC1 - 6.7%
Describe proposed method of sewage disposal.
Conventional & Peat Biof Iter septic system
I. Describe location and type of proposed discharges to waters of the
slate (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent. Vash down" and residential discharges).
Surface runoff
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
16,964 sf
f. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Existing gravel and asphalt. Proposed #57 stone for
driveways.
In. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No DNA
(ii) If yes, list the date submitted: Permit
No.SW7130404
k. Have the facilities described in Item (i) received state or local
approval?
®Yes [--]No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include aREn
n idnovMig t
vrio
design?
❑Yes ®No DNA JUL 2 p 2020
If yes, attach appropriate documentation.
DCM_WARO
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Form DCM MP-3 (Upland Development, page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Existing public system
o. When was the lot(s) platted and recorded?
Lots 3, 4, 5 platted 7/14/75. Lot 4, SEC 1 platted 9/67
5/13/20
Date
Geewax Project
Project Name
John Geewax
Applicant Name
Agent - Doug Dorman
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ®No ❑NA
RECEIVE®
JUL 2 0 2020
DCM"WARO
252-808-2808 :: 1.888.4HC®AST :: www.nccoastalmanagement.net revised: 12/26/06

A NOT A CAMA PERMIT
NCDETdR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
John Geewax
129 Hicks Road
West Grove, PA 19390
Division of Water Quality
Chuck Wakild, P.E.
Director
October 29, 2012
Dee Freeman
DWQ Project # 12-0968
Hyde County
Subject Property: Geewax Property, John Gaskins Drive, Ocracoke, NC
Pamlico Sound [ 030307, 29-(40.5), SA, HQWJ
Authorization of Tar -Pamlico River Buffer Rule (15A NCAC 028 .0259) and
Session Law 2011-394) Authorization Certificate
Dear Mr. Geewax:
You have our authorization, in accordance with 15 A NCAC 02B .0259 and
Session Law 2011-394 any conditions listed below, to impact approximately
2,762 ft2 of Zone 2 of the protected riparian buffer for the purpose of
constructing a driveway, parking area and single-family dwelling with open
slatted decks on the subject property as described in your application dated
October 17, 2012. In addition, you should obtain or otherwise comply with any
other required federal, state or local permit before you go ahead with your
project Including (but not limited to) Erosion and Sediment Control, Non -
Discharge, 404 and CAMA regulations.
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.
North Carolina Division of Water Quality Internet: wwwncwatcrg alitvore
943 Washington Square Mall Phone: [phone] One //
Washington, NC 27889 FAX [phone] J��lL na
An Equal Opportunity(ARnmalive Action Employer -50%RecycleNConsumer Paper Post ConsuPaper R ff
AUG 14 2019
DCM-WARD

A1JVi
The Additional Conditions of the Certification are:
1. Impacts Approved
Page 2 of 3
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:
Amount Approved (Units)
Plan Location or
Reference
Buffers
2,762 (square ft) of Zone 2
CAMA Major Application
2. Stormwater Management
Stormwater generated off the residential dwelling must be collected and
treated. This may be accomplished through the use of gutters and rain
barrels or by collecting and directing to a residential rain
garden/biotention area. An Operation and Maintenance Agreement (O&M
Agreement) will be required when utilizing the above -mentioned Best
Management Practices (BMPs). A bioretention cell consists of a
depression in the ground that supports various types of water -tolerant
vegetation. The surface of the BMP is depressed in bioretention cell to
allow for ponding of runoff that filters through the soil. Ponding depth
shall be 12 inches or less. No dimension (width, length, or radius) can be
less than 10 feet. This is to provide sufficient space for plants. A final
plan for stormwater treatment must be provided and approved by the
Division, including an O&M Agreement.
3. Diffuse Flow
An additional condition is that
flow at non -erosive velocities
will not re -concentrate before
within 15A NCAC 213 . 0259(5).
4. Certificate of Completion
all Stormwater shall be directed as diffuse
through the protected stream buffers and
discharging into the stream as identified
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 Oversight/Express Review Permitting Unit, North Carolina Division
of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Any disputes over determination regarding this Authorization Certificate
(associated with the approved buffer impacts) shall be referred in writing to
the Director for a decision. The Director's decision is subject to review as
provided in Article 3 and 3 of G.S. 150B. This Authorization Certificate shall
expire five (5) years from the date of this letter. RECEIVED
AUG 14 2019
OCM-WARO

Page 3 of 3
This letter completes the review of the "No Practical Alternatives"
determination under 15A NCAC 2B .0259 and Session Law 2011-394. This
letter does not authorize any impacts to either Waters of the United States or
Waters of the State. Please contact the US Army Corps of Engineers (USACE),
Division of Coastal Management (DCM) or Division of Water Quality (DWQ) if
any impacts are proposed to either of these waters. If you have any
questions, please telephone Amy Adams of the Washington Regional Office at
252-948-3917 or Karen Higgins of the 401 Oversight/Express Unit at 919-807-
6360.
Enclosures: Certificate of Completion
O&M Agreement Biorention Cell
cc: DWQ Webscape Unit
File Copy
Steve Trowell, DCM,
Doug Huggett, DCM,
Sincerely,
For Charles Wakild, P. E.
Washington District Office
Morehead District Office
Rename: 12.0968john Geewax SL394BuffApp/aa
RECEIVED
wG 14-2019
DCM-WARO

State Stormwater Management Systems
Permit No.SW7130404
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
John Geewax
Geewax Ocracoke
Off Oneal Drive, Ocracoke island, Hyde County
FOR THE
construction, operation and maintenance of a 12% low density subdivision in compliance
with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred
to as the "stormwater rules') and the approved stormwater management plans and
specifications, and other supporting data as attached and on file with and approved by the
Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specific conditions and limitations:
I. DESIGN STANDARDS
Each of the 4 lots is limited to a maximum of 13,758 square feet of built -upon area,
as indicated in the application and as shown on the approved plans. The
stormwater management plan shall utilize a roof water runoff system that will
include individual cisterns for each residence that will collect and store runoff to be
used for irrigation and gray water use on the properties. CAMA regulations may
reduce the allowable built -upon area for those lots within the AEC.
The overall tract built -upon area percentage for the project must be maintained at
12% per the requirements of Session Law 2008-211 and Section .1005 of the
stormwater rules.
3. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
The only runoff conveyance systems allowed will be vegetated conveyances such
as swales with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules
and approved by the Division.
All roof drains must terminate at least 50 foot from the mean high water mark.
Level spreaders shall be provided at the ends of all swales that discharge into a
regulated wetland or any surface water.
No direct discharges to class SA Waters are allowed. Diffuse flow of stormwater at
a nonerosive velocity to a vegetated buffer or other natural�p� f
providing effective infiltration of the runoff from the 1 year 24-hour al no e
considered a direct point of stormwater discharge. AUG 14.2019
Page 2 of 6
DCM-WARO

State Stormwater Management Systems
Permit No.SW7130404
II. SCHEDULE OF COMPLIANCE
Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
operate the permitted stormwater management systems at optimum efficiency to
include:
a. Inspections
b. Sediment removal.
C. Mowin , and re -vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Maintenance of level spreaders and infiltration areas in accordance with
approved plans and 0&M documents.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to any of the items shown on the approved plans, including the
stormwater management system, design concept, built -upon area, details,
etc.
b. Project name chane.
c. Transfer of ownersgip.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or selling of the project area.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
5. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
6. No piping shall be allowed except that minimum amount necessary to direct runoff
beneath an impervious surface such as a road and that minimum amount needed
under driveways to provide access to lots.
7. Within 30 days of completion of the project, the permittee must certify in writing that
the project's stormwater controls, and impervious surfaces have been constructed
within substantial intent of the approved plans and specifications. Any deviation
from the approved plans must be noted on the Certification.
The permittee is responsible for verifying that the proposed built -upon area does not
exceed the allowable built -upon area. once the lot transfer is complete, the built -
upon area may. not be revised without approval from the Division of Water Quality,
and responsibility for meeting the built -upon area limit is transferred to the individual
property owner, provided that the permittee complies with the requirements of
Section 11.11 and 11.12 of this permit. RECEIVED
AUG 14 2019
Page 3 of 6
DCM-WARO

State Stormwater Management Systems
Permit No.SW7130404
9. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
Recorded deed restrictions must include, as a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7130404, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of
Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of water Quality.
f. The maximum built -upon area per lot is 854 square feet for Lot 3, 1,421
square feet for Lot 4, 2,522 square feet for Lot 5 and 8,960 square feet for
Lot 4, Section I. This allotted amount includes any built -upon area
constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, and coquina, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated uwt the development except for average driveway crossings, is
strictly prohibited by any persons.
h. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built -upon area, the governing lot BUA
shall be the most restrictive of the two amounts.
I. Each lot will maintain a 50 foot wide vegetated buffer between all impervious
areas and surface waters.
j. All roof drains shall terminate at least 50 foot from the mean high water
mark.
k. If permeable pavement credit is desired, the property owner must submit a
request, with supporting documentation, to the permittee and receive
approval prior to construction of the permeable pavement.
10. The permittee shall submit a copy of the recorded deed restrictions within 30 days
of the date of recording.
11. If the permittee sets up an Architectural Review Committee or Board (ARC or ARB)
to review plans for compliance with the restrictions, the plans reviewed must include
all proposed built -upon area (BUA). Any approvals given by the ARC orARB do not
relieve the lot owner of the responsibility to maintain compliance with the permitted
BUA limit.
12. All stormwater conveyances will be located in either dedicated right-of-way. (public
or private), recorded common areas or recorded drainage easements. The final
plats for the project will be recorded showing all such required easements, in
accordance with the approved plans.
13. The Director may notify the permittee when thepermitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time Th ed�(e tyL�or for
modifying the site to meet minimum requirements. Thep rovide
copies of revised plans and certification in writing to the Director that the anges
have been made, AUG 14 _z0�
Page 4 of 6
OCm-WARO

State Stormwater Management Systems
Permit No.SW71304D4
14. If permeable pavement credit is desired, the permittee must submit a request to
modify the permit to incorporate such language as required by the Division of Water
Quality. The request to modify must include a soils report identifying the type of soil,
the Seasonal High Water Table elevation and the infiltration rate, Upon the
successful completion of a permit modification, the individual lot owners that request
to utilize permeable pavements must submit the necessary forms and
documentation to the permittee and receive approval prior to construction of the
permeable pavement.
III. GENERAL, CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
re -issuance of the permit to change the name and incorporate such other
requirements as maybe necessary. In the event of a name or ownership change, a
completed Name/Ownership Change form, signed by both parties, must be
submitted to the Division of Water Quality accompanied by the supporting
documentation as listed on page 2 of the form. The approval of this request will be
considered on its merits, and may or may not be approved,
2. The permittee is responsible for compliance with all permit conditions until the
Director approves a transfer of ownership. Neither the sale of the project nor the
transfer of common areas to a third party, such as a homeowner's association,
constitutes an approved transfer of the stormwater permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules, and regulations contained in Session Law 2008-211,
Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000; and
North Carolina General Statute 143-215.1 et. al.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Perrnittee shall take immediate corrective action, including
those as may be required by the Division, such as the construction of additional or
replacement stormwater management systems.
6. The permittee grants permission to DENR Staff to enter the property during normal
business hours, for the purpose of inspecting all components of the stormwater
management facility.
7. The permit issued shall continue in force and effect until revoked or terminated. The
permit may be modified, revoked and reissued orterminated for cause. The filing of
a request for a permit modification, revocation and re -issuance, or termination does
not stay any permit condition.
B. Unless specified elsewhere, permanent seeding requirements for the swales must
follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual. RECEIVED
9. Approved plans and specifications forthis project are incorporated 14 fer nrerd
are enforceable parts of the permit. AUUII,, 11 4 Cu i
Page 5 of 6 DCM-WARO

State Stormwater Management Systems
Permit No.SW7130404
10. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state and federal), which have jurisdiction.
11. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
Permit issued this the 8r" day of May, 2013,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.--------- --- for
Charles Wa ' , PE Director
Division of ater Quality
By Authority of the Environmental Management Commission
Permit No. SW7130404
RECEIVED
AUG 14 2019
DCM-WARD
Page 6 of 6

HYDE COUNTY HEALTH DEPARTMENT
P.O. BON 100 SWAN QUARTER, NC 27885
1100 MAIN ST.
Permit No: 51711-2 Date: May 17, 2011
Permittee: John Geewax
Address: 129 Hicks Road, West Grove, Pa. 19390
Phone No.: [phone]
Property Location: Lot #3 Trent Woods II S/D, Ocracoke
Facilities To Be Served: 4 bedroom house
Water Supply: community
Wastewater Flow GPD: 480 gpd
Wastewater System Type: Na, IWWS-98-1-R3, Puraflo Peat Biofilter, Type A
Wastewater System Repair Type: same
Long Term Acceptance Rate: 1.0 gpd/sq.ft.
Absorption Area: 410 sq.ft.
Septic Tank Capacity: 1000 gallons with Zabel A-100 filter
Pump Tank Capacity: 1000 gallons minimum
Total Bed Length: 32' Width: 15'
Maximum Bed Bottom Depth: 24" below the naturally occurring soil surface
RECEIVED
AUG 1 4-?G �

IMPROVEMENT PERMIT
JOHN GEEWAX
PAGE 2
CONDITIONS;
1. Installation of the wastewater system shall be in strict accordance with the
approved site plan submitted by Atlantic Environmental Consultants, LLC, all
specifications of this permit, and the Wastewater System Approval #IWWS-
98-1-113.
2. Plans and specifications shall be submitted by a registered professional
engineer to the Hyde County Health Department for the raw sewage lift
station to be located at the house on Lot #3. Rule .1952(e) of the Laws and
Rules for sewage Treatment and Disposal Systems shall be used in the
design specifications for the lift station.
3. Prior to the issuance of an operation permit, the owner shall submit to the
Hyde County Health Department a signed statement by the registered
professional engineer stating that construction is complete and in
accordance with approved plans and specifications and approved
modifications. Periodic observations of construction and a final inspection
for design compliance by the certifying registered professional engineer or
his/her representative shall be required for this statement. The statement
shall be affixed with the registered professional engineer's seal.
3. 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.
During this conference the wastewater system shall be staked out on the lot.
4. The manufacturer's field representative shall provide written confirmation of
their acceptance of the system installation prior to Operation Permit
issuance.
S. 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.
6. "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."
RECEIVED
AUG 14 2019
DCM-WARD

IMPROVEMENT PERMIT
JOHN GEEWAX
PAGE 3
7. Use water conserving fixtures i.e. 1.6 gallon flush toilets, 2 gpm shower
heads, 1 gpm all lavatories. Try to spread laundry loads out during the week.
Do not pour grease or harsh chemicals into the house drains.
S. Note the PME requirements. Prior to the issuance of the Operation Permit, a
contract with a North Carolina certified subsurface operator who is also
certified by Bord NA Mona Environmental Products U.S., Inc. shall be
executed and a copy submitted to the Hyde County Health Department as
per the PME requirements.
9. The drainfield for Lot #3 shall be located on Lot #4 Section I as shown on
the approved survey submitted by Atlantic Environmental Consultants, LLC.
The owner of Lot #4 shall issue a septic easement as described in Rule
.1938(j) of the Laws and Rules for Sewage Treatment and Disposal Systems.
The easement shall be obtained prior to the issuance of a Construction
Authorization for the system installation.
10. The sewage pressure line from Lot #3 must traverse Lot #4 &S. Necessary
easements/agreements shall be obtained from these respective owners prior
to the issuance of the Construction Authorization. These
easements/agreements shall be issued as per Rule .1938(j).
This Improvement Permit shall be valid:
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 AUG 14 2019
®CM-WARO

HYDE COUNTY HEALTH DEPARTMENT
P.O. BOX 100 SWAN QUARTER, NC 27885
1100 MAIN ST.
IMPROVEMENT PERMIT
Permit No: 51711-3 Date: May 17, 2011
Permittee: John Geewax
Address: 129 Hicks Road, West Grove, Pa. 19390
Phone No.: [phone]
Property Location: Lot #4 Trent Woods II S/D, Ocracoke
Facilities To Be Served: 4 bedroom house
Water Supply: community
Wastewater Flow GPD: 480 gpd
Wastewater System Type: Va, IWWS-98-1-R3, Puraflo Peat Siotiiter, 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 with Zabel A-100 filter
Pump Tank Capacity: 1000 gallons minimum
Total Bed Length: 32' Width: 15'
Maximum Bed Bottom Depth: 24" below the naturally occurring soil surface
RECEIVED
AUG 14-2019
DCM-WARO

IMPROVEMENT PERMIT
JOHN GEEWAX
PAGE 2
CONDITIONS:
Installation of the wastewater system shall be in strict accordance with the
approved site plan submitted by Atlantic Environmental Consultants, LLC, all
specifications of this permit, and the Wastewater System Approval #IWWS-
98-1-R3.
2. Plans and specifications shall be submitted by a registered professional
engineer to the Hyde County Health Department for the raw sewage lift
station to be located at the house on Lot #3. Rule .1952(e) of the Laws and
Rules for Sewage Treatment and Disposal Systems shall be used In the
design specifications for the lift station.
3. Prior to the issuance of an operation permit, the owner shall submit to the
Hyde County Health Department a signed statement by the registered
professional engineer stating that construction is complete and in
accordance with approved plans and specifications and approved
modifications. Periodic observations of construction and a final inspection
for design compliance by the certifying registered professional engineer or
his/her representative shall be required for this statement. The statement
shall be affixed with the registered professional engineer's seal.
3. 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.
During this conference the wastewater system shall be staked out on the lot.
4. The manufacturer's field representative shall provide written confirmation of
their acceptance of the system installation prior to Operation Permit
issuance.
5. 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.
6.
„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." RECENED
AUG 14 2019
DCM-WARO

IMPROVEMENT PERMIT
JOHN GEEWAX
PAGE 3
7. Use water conserving fixtures i.e. 1.6 gallon flush toilets, 2 gpm shower
heads, i gpm all lavatories. Try to spread laundry loads out during the week.
Do not pour grease or harsh chemicals into the house drains.
8. Note the PME requirements. Prior to the issuance of the Operation Permit, a
contract with a North Carolina certified subsurface operator who is also
certified by Bord NA Mona Environmental Products U.S., Inc. shall be
executed and a copy submitted to the Hyde County Health Department as
per the PME requirements.
9. The drainfield for Lot #4 shall be located on Lot #4 Section I as shown on
the approved survey submitted by Atlantic Environmental Consultants, LLC.
The owner of Lot #4 Section I shall issue a septic easement as described in
Rule .1938(j) of the Laws and Rules for Sewage Treatment and Disposal
Systems. The easement shall be obtained prior to the issuance of a
Construction Authorization for the system installation.
10. The sewage pressure line from Lot #4 must traverse Lot #5. Necessary
easements/agreements shall be obtained from the owner of Lot #5 prior to
the issuance of the Construction Authorization. These
easements/agreements shall be issued as per Rule .1938(j).
This Improvement Permit shall be valid:
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 RECEIVED
Hyde County Health Department
AUG 14 2019

HYDE COUNTY HEALTH DEPARTMENT
P.O. BOX 100 SWAN QUARTER, NC 27US
1100 MAIN ST.
IMPROVEMENT PERMIT
Permit No: 51711-1 Date: May 17, 2011
Permittee: Sohn Geewax
Address: 129 Hicks Road, West Grove, Pa. 19390
Phone No.: [phone]
Property Location: Lot#5 Trent Woods II S/D, Ocracoke
Facilities To Be Served: 4 bedroom house
Water Supply: community
Wastewater Flow GPD: 480 gpd
Wastewater System Type: Va, IWWS-98-1-R3, Puraflo Peat Blofilber, Type A
Wastewater System Repair Type: saran
Long Term Acceptance Rate: 1.0 gpd/sq.ft.
Absorption Area: 4,80 sq.ft.
Septic Tank Capacity: 1000 gallons with Zabel A-100 filter
Pump Tank Capacity: 1000 gallons minimum
Total Bed Length. 32' Width: 15'
Maximum Bed Bottom Depth: 8" below the naturally occurring soil surface
RECEIVED
AUG 14 2019
DC %SRO

IMPROVEMENT PERMIT
3OHN GEEWAX
PAGE 2
1. Installation of the wastewater system shall be in strict accordance with the
approved site plan submitted by Atlantic Environmental Consultants, LLC, all
specifications of this permit, and the Wastewater System Approval #IWWS-
48-1-R3.
2. Prior to the Installation of the wastewater system, an on -site pre -
construction conference shall be held and attended by the lnstaikkr, Hyde
County Health Department, and the owner or owner's representative.
During this conference the wastewater system shall be staked out on the lot.
3. The manufacturer's Held 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, i gpm all lavatories. Try to spread laundry loads out during the week.
Do not pour grease or harsh chemicals Into the house drains.
7. Note the PME requirements. Prior to the issuance of the Operation Permit, a
contract with a North Carolina certified subsurface operator who is also
certified by Bord NA Mona Environmental Products U.S., Inc. shall be
executed and a copy submitted to the Hyde County Health Department as
per the PME requirements.
RECEIVED
AUG 14 2019
DCM-WARO

IMPROVEMENT PERMIT
3OHN GEEWAX
PAGE 3
This Improvement Permit shall be valid:
WITHOUT EXPIRATION
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
RECEIVE®
AUG 14 2019
DCM-WARD

HYDE COUNTY HEALTH DEPARTMENT
P.O. Box 100 Swan Quarter, NC 27885
Phone # [phone]
IMPROVEMENT PERMIT
INITIAL INSTALLATION: XXX EXPANSION: REPAIR:
Permit No: 5911-2 Date: May 9, 2011
Permittee: John Geewax
Address: 129 Hicks Road, West Grove, Pa. 19390
Phone No.: [phone]
Property Location: Lot #4 Section 1, Issac W. & John W. O'Neal Heirs
Facilities to be served: 4 bedroom house
Water Supply: community
Wastewater Flow GPD: 480
Wastewater System Type: II-c, shallow placement
Wastewater System Repair: NA
Long Term Acceptance Rate: 1.0 gpd/sq.ft.
Absorption Area: 720 sq.ft.
RECEIVED
Septic Tank Capacity: 1000 gallons with filter
AUG 14 -2019
Pump Tank Capacity: NA
DCM-WARO
Total Bed/Trench Length: 40' Width: 18'
Bed/Trench Spacing: 3' on center
Maximum Bed/Trench Bottom Depth: 12" below the existing fill surface

IMPROVEMENT PERMIT
JOHN GEEWAX
PAGE 2
CONDITIONS:
1. Installation of the wastewater system shall be in strict accordance with the
approved site plan and all specifications included in this permit.
2. Place geotextile fabric over the rock bed prior to backfilling.
3. Place a 6" cap of soil (the last i" to be topsoil) over the drainfeld to extend 5' past
the bed sidewalls prior to tapering. Shape to shed surface water and establish a
grass cover. Maintain grass height not to exceed 3"-4".
4. Use water conserving fixtures i.e. 1.6 gallon flush toilets, 2 gpm shower heads, 1
gpm all lavatories. Try to spread out laundry loads during the week. Do not pour
grease or harsh cleaning chemicals into the house drains.
This Improvement Permit shall be valid:
Without expiration
upon a showing satisfactory to the Hyde County 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
Registered Environmental Health Specialist
Hyde County Health Department
RECEIVED
AUG 14 2019
DCM-WARD

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