20150187 Ver 1_Major Variance Application_20150219

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Soil & Environmental Consultants, PA
8412 Falls of'Neuse Road, Suite 104, Raleigh, N(' 27615 - Phone: [phone](0 • 1,av [phone]
'indec.corn
We Transmit to you Herewith:
M Drawings
❑ Specifications
r-1 Brochures or photos
F-1 Correspondence
❑ As per your request
Transmittal
Project #: 1240.9. WI Date: 211912015
Project Name: DARAR VARIANCE REQUEST
File:
❑ For your information and files
2 For comment or approval
❑ Returned for correction, resubmit
❑ Approved as noted
Under Separate Cover:
❑ By mail
Z By courier
[:] By express
No. Coi)ies
Documqnt No.
Date
Description
12
12409. W1
211612015
DAKAR VARIANCE REQUESTAPPLICA TION
FI-M-Cro IM 0
If enclosures are not as listed as above, kindly notify us at once.
By: Bob Zarzecki
cc:
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Soil & Environmental Consultants, PA
8412 Falls of -Meuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone](x) • Fax: [phone]
sandec.com
NC DWR
To: 401 & Buffer Permitting Unit
Attn: Jennifer Burdette
9th Floor - Archdale Building
512 N. Salisbury Street
Raleigh, NC 27604
We Transmit to you Herewith:
❑ Drawings
❑ Specifications
❑ Brochures or photos
❑ Correspondence
❑ As per your request
=ransmin =l FILE COPY
Project #: 12409. WI Date: 211912015
Project Name: DARAR VARIANCE REQUEST
File:
❑ For your information and files
® For comment or approval
❑ Returned for correction, resubmit
❑ Approved as noted
Under Separate Cover:
❑ By mail
® By courier
❑ By express
No. Conies Document No. Date Description
12 12409. WI 211612015 DARAR VARIANCE REQUEST APPLICATION
Remarks:,1fn1��
l FEe Y 9 2015
DENR • WAT
401 $ 8llF ER RF
MITT1IVG t
If enclosures are not as listed as above, kindly notify us at once.
By: Bob Zarzecki
cc:

11
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DWR dl
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
DMsbu of Water Rewurces
15A NCAC 028 .0233 (8)(b), .0243 (8)(b),.0250 (11)(b), .0259 (8)(b),.0267 (11)(c),.0607 (e)(2)
Protection and Maintenance of Riparian Areas Rules - Variance Application
FORM: VAR 10 -2013
PLEASE IDENTIFY WHICH RIPARIAN AREA PROTECTION RULE APPLIES:
❑ Neuse River Basin (15A NCAC 02B.0233)
❑ Major Variance ❑ Minor Variance
❑ Catawba River Basin (15A NCAC 02B.0243)
❑ Randleman Lake Water Supply Watershed (15A NCAC 028.0250)
❑ Major Variance ❑ Minor Variance
✓ Tar - Pamlico River Basin (15A NCAC 02B.0259)
4 Major Variance ❑ Minor Variance
❑ Jordan Lake Water Supply Nutrient Strategy (15A NCAC 0213.0267)
❑ Major Variance ❑ Minor Variance
❑ Goose Creek Watershed (15A NCAC 0213.0606 & 15A NCAC 028.607)
A. General Information
1. Applicant's Information(if other than the current property owner):
Name: Mohamed Ali & Reem T. Darar
Title: owners
Street Address: 1205 Kinsdale Drive
City, State & Zip: Raleieh, NC 27615
Telephone: [phone]
ms•µ. _. ......,
D 12rca
FEB 1 9 2015
DENR - WATEFe'r <'Sr?;iF;C�:$
401 & BUFFER PERMITTING
Email: rdarar @backtonaturenc.com
2. Property Owner /Signing Official (person legally responsible for the property and its compliance):
Name: Mohamed Ali & Reem T. Darar
Title: owners
Street Address: 1205 Kinsdale Drive
City, State & Zip: Raleieh. NC 27615
Telephone: [phone]
Email: rdarar @backtonaturenc.com
FORM: VAR 10 -2013

3. Agent Information:
3a. Name:
Company Affiliation
Street Address:
City, State & Zip:
Telephone:
E -mail:
Bob Zarzecki. Wetlands Deoartment Manaeer
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104
Raleigh. NC 27615
(919) 846 -5900
[e-mail]
3b. Attach a signed and dated copy of the Agent Authorization letter if the Agent has signatory authority for the owner.
4. Project Name (Subdivision, facility, or establishment name):
DARAR PROPERTY
5. Project Location:
5a. Street Address: 734 Old Pamlico Beach Road (SR 1730)
City, State & Zip: Belhaven, NC 27615
5b. County: Beaufort
5c. Site Coordinates (in decimal degrees): 35.3893 Latitude - 076.5952 Longitude
5d. Attach an 8 % x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
5e. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
6. Property Information:
6a. Property identification number (parcel ID): 7610 -65 -6299 & 7610 -65 -6332
6b. Date property was purchased: September 27, 2013
6c. Deed book 1831 and page number 44 =5
6d. Map book and page number ** Plat Map Attached recorded in Plat Cabinet 29F -6
6e. Attach a copy of the recorded map that indicates when the lot was last platted.
7. Is your project in one of the 20 Coastal Counties covered under the Coastal Area Management Act (CAMA)?
✓ YES ❑ NO
7a. If you answered yes above, in which AEC do you fall (30 ft or 75 ft)? 30 -ft AEC
7b. If you answered yes above, what is the total percent of impervious cover that you have proposed within the AEC? 7.521%
total new and old impervious within 30 -ft AEC (excludes deck)
FORM: VAR 10 -2013 Page 2 of 6

8. Directions to site from nearest major intersection:
From Hwv 264 in downtown Belhaven, NC, take NC -99 south for 5.7 miles: turn left on Savanah Road (SR1718) and go 2.6 miles
crossing over Woodstock Rd (SR1722) onto Pamlico Beach Road (SR1725)(road changes names): stav on Pamlico Beach Road for
5.2 miles to Old Pamlico Beach Road (SR1730): turn left (east) and follow Old Pamlico Beach Rd. 0.8 miles (staving right at
SR1776) to 734 Old Pamlico Beach Road (SR1730), house will be on the waterfront to vour right.
9. Stream associated with riparian buffer to be impacted by the proposed activity:
Name Water Quality Classification
Pamlico River (Stream Index No. 29(27) SA HQW; NSW
9a. For Goose Creek only: Is the buffer in the 100 -year floodplain? ❑ YES ❑ NO
10. List any permits /approvals that have been requested or obtained for this project in the past (including all prior phases).
Date Applied: Date Received: Permit Type:
B. Proposed Activity
1. Project Description
1a. Provide a detailed description of the proposed activity including its purpose:
The proposed activitv is an after - the -fact request for a +/- 342.8 sf addition (sunroom) and a +/- 415.22 sf deck /steps
attached onto an existing home located on the oroperty. The addition was constructed partially over a pre - existing
concrete slab /pad ( +/- 71 sf). The deck was constructed over +/- 96 sf of previously existing structure. The remaining
portion of the addition and deck were constructed over existing vard area. (Note: The areas listed above are from the
proiect survevor as per the attached survey, and differ some from the DWR- NOV(s), with the exception of the area of pre-
existing structure under the deck which was taken from the NOV). No trees were removed as part of this proiect. The
disturbed area was heavilv used existing lawn area located along a bulk- headed and riprap lined shoreline of the Pamlico
River.
The purpose of the addition was to provide additional indoor and outdoor living space overlooking the Pamlico River to
make better use of the existing home as part of a home renovation proiect.
The work on the addition and deck began in the Fall /Winter of 2013 and progressed until such time that the owner was
informed of the 50 -foot Tar - Pamlico Buffers by DWR as outlined in the attached January 15, 2014 Notice of Deficiencv
(NOD- 2014 -PC- 0022). The owner met with DWR in March 2014 as outlined in the attached May 15, 2014 NOD- 201 -PC-
0022. S &EC was contacted in June 2014 to assist the owner with this matter. S &EC contacted Mrs. Jennifer Burdette of the
DWR central office and all agreed that a survev was needed to properly identifv the extent of the impacts. The original
survevor of the property was unable to assist and obtaining a new survevor took longer than anticipated. S &EC met with
Mrs. Burdette on August 26`h to discuss the owners' options with only a draft survev in hand. The proiect was determined
not eligible for the use of SL 2012 -200 given that the infrastructure work that had occurred was within 30 feet of the
normal water level (NWL). Changes were reauired from the survev to properly locate the NWL and identifv the impacts.
The proiect survev has only recently been finalized. See attached.
1b. Attach a site plan showing the following items as applicable to the project:
0 Development /Project name
0 Revision number & date
0 North arrow
0 Scale (1" = 50' is preferred)
0 Property /project boundary with dimensions
0 Adjacent streets and roads labeled with names and /or NC State Road numbers
FORM: VAR 10 -2013 Page 3 of 6

0 Original contours and proposed contours
0 Perennial and intermittent streams, ponds, lakes, rivers and estuaries
0 Mean high water line (if applicable)
0 Wetlands delineated, or a note on plans that none exist
0 Location of forest vegetation along the streams, ponds, lakes, rivers and estuaries
0 Extent of riparian buffers on the land including Zone 1 and Zone where applicable
0 Location and dimension of the proposed buffer impact (label the area of buffer impact in ftZon the plan)
0 Details of roads, parking areas, cul -de -sacs, sidewalks, and curb and gutter systems
0 Footprint of any proposed buildings or other structures
0 Discharge points of gutters on existing structures and proposed buildings
0 Existing drainage (including off - site), drainage easements, and pipe dimensions
0 Drainage areas delineated
C. Proposed Impacts and Mitigation
1. Individually list the square footage of each proposed impact to the protected riparian buffers:
Buffer Impact
Number' — Reason for Impact
Buffer Zone 1 Impact Zone 2 Impact
Permanent (P) or
Mitigation (square feet) (square feet)
Temporary (T)
Required
61 - ® P ❑ T Home Addition &
✓Yes ❑ No 586.6 0
Deck /Steps
B2 - ❑P ❑T I
I ❑ Yes ❑No
B3 - ❑P ❑T I
I ❑ Yes oNo
Total Buffer Impacts I 586.6
'Label on site plan
2. Identify the square feet of impact to each zone of the riparian buffer that requires mitigation from the table above. Calculate
the amount of mitigation required.
Required
Zone Total Impact Multiplier Mitigation
(square feet) (square feet)
Zone 1' 586.6 (2 for Catawba only) 1,759.8
Zone 2 I 0 1.5 I 0
Total Buffer Mitigation Required: I 1,759.8
'For projects in the Goose Creek Watershed, list all riparian buffer impacts as Zone 1
and use Zone 1 multiplier.
3. Provide a description of how mitigation will be achieved at your site pursuant to the mitigation requirements of the applicable
river basin /watershed. Mitigation will be provided as pavment into the Riparian Buffer Restoration Fund administered by NC
EEP (or private bank if one becomes available). Pavment will be made within 30 days of variance aooroval.
3a. Is buffer restoration or enhancement proposed? ❑ Yes ✓ No
If yes, attach a detailed planting plan to include plant type, date of plantings, the date of the one -time fertilization in the
protected riparian buffers, and a plan sheet showing the proposed location of the plantings.
3b. Is payment into a buffer restoration fund proposed? ✓ Yes ❑ No
If yes, attach an acceptance letter from the mitigation bank you propose to use or the NC Ecosystem Enhancement
Program stating they have the mitigation credits available for the mitigation requested.
FORM: VAR 10 -2013 Page 4 of 6

D. Stormwater
1. Provide a description of how diffuse flow will be maintained through the protected riparian buffers (e.g., re- planting vegetation
or enhancement of existing vegetation, gutter splash pads, level spreader to control of runoff from impervious surfaces, etc.).
The deck is pervious and as such anv water will infiltrate into the soil below the deck. The runoff from the roof addition will fall
partially onto the deck which in turn will infiltrate into the soil, and partially on to the existing concrete slab and lawn and then
infiltrate directiv into the soil. The soils are mapped as Tarboro sand, "TaB ". on the Beaufort Countv soil survev. No discharges
through the buffer to the river will occur. Per the soil survev and WebSoilSurvev. Tarboro sand drainage class is somewhat
excessivelv drained, has a depth of more than 80 inches to a restrictive feature, runoff class is very low, and the capacity to
transmit water (Ksat) is hiah to very hiah (5.95 to 19.98 in /hr). As such, we are anticipating anv runoff from the addition will
infiltrate directly into the soil and not runoff to the river.
1a. Show the location of diffuse flow measure(s) on your site plan.
1b. Attach a completed Level Spreader Supplement Form or BMP Supplement Form with all required items for each proposed
measure. n/a
1c. Attach an Operation and Maintenance (O &M) Form for each proposed level spreader or BMP. n/a
2. For Major, Catawba, and Goose Creek variance requests, provide a description of all best management practices (BMPs) that
will be used to minimize disturbance and control the discharge of nutrients and sediments from stormwater.
2a. Show the location of BMPs on your site plan.
2b. Attach a Supplement Form for each structural BMP proposed.
2c. Attach an Operation and Maintenance (O &M) Form for each structural BMP proposed.
E. Demonstration of Need for a Variance
The variance provision of the riparian buffer rules allows the Division or the Environmental Management Commission to grant a
variance when there are practical difficulties or unnecessary hardships that prevent compliance with the strict letter of riparian
buffer protection.
1. Explain how complying with the provisions of the applicable rule would prevent you from securing a reasonable return from or
make reasonable use of your property. Merely proving that the variance would permit a greater profit from the property shall
not be considered adequate justification for a variance. The Division will consider whether the variance is the minimum
possible deviation from the terms of the applicable Buffer Rule that shall make reasonable use of the property possible.
This is an existing lot with an existing home. When the owner purchased the home and orooerty thev were not aware of the
Tar - Pamlico Buffer rule. The addition was constructed Partially over existing impervious and structural areas and was deemed
necessary for the owner to eniov river front views from both inside and outside of the home. Constructing these additions to
the rear (north) or west side of the home would not provide the desired views. Constructing them on the east side does not
work with the existing lavout of the home and would still reauire buffer impacts, and impacts in areas without existing
impervious or strucutures. Also, constructing the addition on the east or west sides is not possible given the existing and repair
septic systems. Building a second floor was not practicably given the lavout of the home, cost prohibitive within the owner's
budget, and would not be accessible to the owner's elderlv parents who live with them.
FORM: VAR 10 -2013 Page 5 of 6

2. Explain how the hardship results from application of the Buffer Rule to the property rather from other factors such as deed
restrictions or other hardships (e.g. zoning setbacks, floodplains, etc).
The home is existing, and the. cost to relocate the home closer to Old Pamlico Beach Read was not Dracticable.
3. Explain how the hardship results from physical nature of the property, such as its size, shape, or topography, which is different
from that of neighboring property.
The home is existing and anv additions to the home nn the south and east sides would be within the buffers. Existing and repair
area septic systems orevent construrtion of the addition to the Pastes f west sides idescritied above
4. Explain whether the hardship was caused by the applicant knowingly or unknowingly violating the applicable Buffer Rule.
The hardship would have existed prior to the applicant violatinv tpldq The owner would not have-been able to construct the
addition without this variance.
S. For Neuse, Tar - Pamlico, Jordan lake and Goose Creek only: Did the applicant purchase the property after the effective date of
the applicable Buffer Rule and then request a variance?
Yes. The aoplicant purchased the orooertv on Sentember 27.2013. However this dnes not chanee the hardshio as to the need
for the addition or deck. as the lot and home both ore - existed orior to the effective date of the buffer rule and as such a similar
variance would have been required if the orevious owner for this Droiect.
6. Explain how the hardship is rare or unique to the applicant's property, rather than the result of conditions that are widespread.
The ore - existing conditions within the location of the addition included imoervious areas. structures and heavilv trafficked lawn
area. The activity did not reouire the removal of anv trees or woodv vegetation or imoacts to anv high functioning buffers.
These conditions do not exist on every oroperty.
F. Deed Restrictions
By your signature in Section G of this application, you certify that all structural stormwater BMPs required by this variance shall
be located in recorded drainage easements, that the easements will run with the land, that the easements cannot be changed
or deleted without concurrence from the State, and that the easements will be recorded prior to the sale of any lot.
G. Applicant's Certification
I, Mijic'tb ed i Aom (�a v- (print or type name of person listed in Section A, Item 2), certify that
the information included on this permit application form is correct, that the project will be constructed in conformance with the
approved plans and that the ee3? trictions in accordance with Section F of this form will be recorded with all required permit
conditions. i �p
Signature: 1L�1'1�( f�� ��'i►�Y
Date:
l
FORM: VAR 10 -2013
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AC'u"Aw
CICDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 15, 2014
CERTIFIEn MAIL #7012 2210 0002 4887 2196
Mr. Mohamed Ali Darar
1205 Kinsdale Drive
Raleigh, NC 27615 -1124
Subject: Restoration Deadline
NOD- 2014 -PC -0022
Mohamed Ali Darar
Tar - Pamlico River Riparian Buffer Violation
Beaufort County
Dear Mr. Darar:
John E. Skvarla, III
Secretary
On January 7, 2014, Anthony Scarbraugh of the Division of Water Resource (MVR) met with you to inspect'
your property located adjacent to SR 1730 (Old Pamlico Beach Road East) near the town of Belhaven,
Beaufort County. During the site visit, DWR staff observed impacts to the riparian buffer adjacent to the
Pamlico River. Impacts consisted of the placement of impervious surfaces in the riparian buffer, which
consists of the construction of a new 24' X 16' room and 22' X 16' wood deck at an elevation of 3 above
ground level, which is prohibited within the buffer rules.. Please note, approximately 64 square feet of
previously existing impervious was located underneath the footprint of the new room, and approximately
96 square feet of previously existing structure was located under the new deck. On January 15, 2014, DWR
issued a Notice of Deficiency (NOD) for the Tar - Pamlico River Riparian Buffer violation with a response
deadline of 30 days upon receipt of the NOD and a restoration deadline of April 12014.
On March 31, 2014, Anthony Scarbraugh of DWR and you met in the North Carolina Department of
Environment and Natural Resources Washington Regional office to discuss the subject violation. During the
discussion, you had stated that a family matter had delayed your response however you would request an
extension via email within a week. In addition, DWR staff discussed the two options to comply with the
violation either to apply for a Major Variance from the Tar - Pamlico Riparian Buffer Rules or remove the
portion of the onsite structures that are out of compliance. In addition, DWR staff required that following
structure removal, the previously existing grass lawn be reestablished.
It is the expectation of this Office that a Major Variance; From the Tar - Pamlico Riparian Buffer Rules
application be submitted to the DWR Raleigh Central Office or the unauthorized structures are removed
within 30 days of the receipt of this letter. If you wish.for the impacts to remain in place, you must
contact Jennifer Burdette of DWR 401 & Buffer Permitting Section at (919) 807 -6364 for information on
how to request a Major Variance; From the Tar - Pamlico Riparian Buffer Rules. If you elect to remove the
unauthorized structures, please submit pictorial documentation to this Office.
Division of Water Resources - Water Quality Regional Operations Section - Washington Regional Office
943 Washington Square Mall, Washington, NC 27889
Phone: 252 - 946-64811 Fax: 252 - 975 -37161 Internet: www.ncdenr.gov
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper
Cen rated by Cam

Thank you for your attention to this matter. This office requires that the violations as described above be
properly resolved. Unresolved violations may lead to the issuance of a Notice of Violation and /or
assessments of civil penalties.
If you have any questions or require any additional information, please contact Anthony Scarbraugh at
(252) 948 -3924 or me at (252) 948 -3921.
Sincerely,
Robert Tankard, Assistant Regional Supervisor
"- Water Quality Regional Operations Section
Division of Water Resources, NCDENR
cc: WaRO Files
Shelton Sullivan -401& Buffer Permitting Unit
Steve Trowell, DCM Washington
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R DENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvada, III
Governor Director Secretary
January 15, 2014
CERTIFIED MAIL #7012 2210 0002 4887 4404
Mr. Mohamed Ali Darar
1205 Kinsdale Drive
Raleigh, NC 27615 -1124
Subject: NOTICE OF DEFICIENCY
NOD - 2014 -PC -0022
Mohamed Ali Darar
Tar - Pamlico River Riparian Buffer Violation
Beaufort County
Dear Mr. Darar:
On January 7, 2014, Anthony Scarbraugh of the Division of Water Resource -Water Quality Regional
Operation Sections (DWR- WQROS) met with you to inspect your property located adjacent to SR 1730
(Old Pamlico Beach Road East) near the town of Belhaven, Beaufort County. Prior to the inspection, Mr.
Steve Trowell of the Division of Costal Management, Mr. Scarbraugh and you met at the Washington
Regional Office to discuss unauthorized expansion of a structure within the Tar - Pamlico River Riparian
Buffer. The property is bordered by Pamlico River, which is located in the Tar - Pamlico River Basin and is
therefore subject to the Tar - Pamlico Buffer Rules.
During the site visit, DWR- WQROS staff observed impacts to the riparian buffer adjacent to the Pamlico
River. Impacts consisted of the placement of impervious surfaces in the riparian buffer, which consists
of the construction of a new 24' X 16' room and 22' X 16' wood deck at an elevation of 3 above ground
level, which is prohibited within the buffer rules. Please note, approximately 64 square feet of
previously existing impervious was located underneath the footprint of the new room, and
approximately 96 square feet of previously existing structure was located under the new deck.
As a result of the site inspection and file review, the following violations, detailed below, are noted:
• Tar - Pamlico River Buffer Rule Violation
1) Tar - Pamlico River Buffer Rule Violation (15A NCAC 2B .0259)
The riparian buffer extends fifty feet landward of coastal marsh or from the top of bank from any feature
that shows as a surface water on either the soil survey map prepared by the Natural Resource Conservation
Water fatality Regional Operations Section
543 Washington Square Mall, Washington, North Carolina 27889
Phone: 252 - 9464;4811 FAX: [phone]
internet Pn",ncwatet=
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Page 3 of 3
* ** *You are encouraged to secure a consultant to assist you with your plan development and Variance
application necessary to achieve compliance. * * **
Thank you for your attention to this matter. This office requires that the violations as described above
be properly resolved. Unresolved violations may lead to the issuance of a Notice of Violation and /or
assessments of civil penalties.
If you have any questions or require any additional information, please contact Anthony Scarbraugh at
(252) 948 -3924 or me at (252) 948 -3939.
Sincerely,
a��/
David May, P.G.
Regional Supery
Washington Regional Office
cc: WaRO Files
Shelton Sullivan —401& Buffer Permitting Unit
Steve Trowell, DCM Washington
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ROt}TSP1G FORad l . INSIRUNENT # 2x13605915
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Land R Date
NORTH CAROLINA DEED
Prepared by: — Gary Derman, atty.
Return to: Grantee
Excise tax:
Parcel ID's: 7610 -65 -6299 and 7610 -65 -6332
Grantor's mailing address: 1205 Kinsdale Drive, Raleigh, NC 27615
Grantee's mailing address: 1205 Kinsdale Drive, Raleigh, NC 27615
Property address- a Road. Belhaven, NC 2781
conveyed The property deed is not idence of •
THIS DEED, dated
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feminine_ nr neuter as reauired by context.

The Grantor hereby grants and conveys to the Grantee, in fee simple, all of the
following- described real estate located in Beaufort County, North Carolina, and more
particularly described as ws: -
Lys south of NCSR 1730, and BEING (a) all of Tract I and Tract II as
described in a deed from Mary A. McDonald, which deed was filed for
lJiLAg ult D"c LLJUQ -i 2 , page 530, Beaufort Counly
Registry, an of the parcel dObscribed in the abed recorded in Book
805, page S 3, and in aw dood iouuidcd in Book 1269, page 329, Beaafbrt
County Registry.
Notwithstanding any errors in said deeds, in other deeds, and/or in the plat
Grantori.ntends, by this ins runi+nt to convey tq the Grantea-all-,of-flie-
property conveyed to the Grantor by deed recorded on September 27. 2013
in Book 1829, page 278, Beaufort County Registry.
This instrument shall be cons eruf�so as achieve the Grantor's said intent.
TO H ♦ VE AND TO HOLD the of resat [ real es:at -e I pri eges,
improvements, and appurtenances thereto in fee limp -le.
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NEW VISION PARTNERS, LLC
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I. Gary K. Berman, a notary -p blic for the aforesaid state and county, hereby
certify that Mohamed Ali Darar personally came before me this day and acknowledged
that he is a member - manager of New Vision Partners. LLC, a North Carolina limited
liability company, and that by authority duly given and as an act of said limited liability
llarn—. ��.+s o- iti bebalf as is act
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IMPROVEMENT PERMIT For Office Use Only Page 1 of 2\
Beaufort County Health Department *CDP File Number 123283-1
Environmental Health Section 7610656332
County ID Number:
220 North Market St.
rvis � Evaluated For. REPAIR
Washington NC 27889
Phone: [phone] Fax: [phone] PERMIT VALID UNTIL: 0 9 / 1 $ I $ 1 H
'NOTE TO INSPECTIONS DIVISION: Building Permits cannot be issued with only an Improvement Permit. ❑ Fill Sheet ® CA?
Applicant: Mohamed Ali Darer
� r Property Owner: Mary McDonald
Address: 1205 Kindale Drive 5616 State Hwy DD
Address:
City: Raleigh City: Fetus
State /Zip: NC 27615 State /Zip: MD 63028
Phone #: 'Phone #: /
Address734 Old Pamlico Beach Rd Property Location & Site Information
Road # Belhaven NC 27810 Subdivision: Phase: Lot:
Township: Directions
Structure: SINGLE FAMILY Pamlico Beach Road East
# of Bedrooms: 3
# of People: 6
Water Supply: PUBLIC
�—Init_ial System Svstem Soecifications
*Site Classification: N/A
Saprolite System? Q Yes ® No
Minimum Trench Depth: oZ 4 Inches
Design Flow: 3 6 $
Maximum Trench Depth: a 4 Inches
Soil Group:
Fill Depth: Inches
Soil Application Rate:
.—. Septic Tank: 1 0 $ $ Gallons
*System Classification /Description:
TYPE II A, CONV SYSTEM (SINGLE- FAMILY OR 480 GPD OR Pump Required: 0 Yes ® No 0 May Be Required
\ "Proposed System: CONVENTIONAL Pump Tank: Gallons /
Repair System Required: Q Yes ®No 0 No, but has Available Space
/ Repair Svstem
*Site Classification: Minimum Trench Depth: Inches
Soil Application Rate: _ Maximum Trench Depth: Inches
*System Classification /Description: Fill Depth: Inches
Pump Required: Q Yes 0 No Q May be Required
*Proposed System: Pump Tank:
Gallons
No grading or construction activity is allowed in areas designated for system and repair without approval of Health Department.
-Site Modifications
/ The issuance of this permit by the Health Department in no way guarantees the issuance of other permits. I ne permit hoiaer \
is responsible for checking with appropriate governing bodies in meeting their requirements.
'Permit Conditions Pump and crush existing tank; backfill with sand; set new 1000gal tank and distribution box; install
all piping and 3 lines (3'x 40') conventional rock trenches for repair; use soil cloth; maintain setbacks
The Department and Local Health Department may impose conditions on the issuance and may revoke the permits for failure of the system to
satisfy the conditions, the rules, or this article. This permit is subject to revocation if the site plan, plat, or intended use changes (NCGS 13OA -335
(f)). The person owning or controlling the system shall be spon Ible for assuring compliance with the laws, rules, and permit conditions
regarding system location, installation, operation, mainter, c oniWinng sporting, and repair (.1938(b)).
*Authorized State Agent: 2016 -Hager, Matthew Date of Issue: $ 9 / 1 8 /.a' $ 1 3
QHand Drawing O Impgk DrJJ Site Plan /Drawing attached. ** Total Time:(HH:MM)
Activity Code: 0 Hours , . Minutes

CONSTRUCTION AUTHORIZATION
Beaufort County Health Department
Environmental Health Section
220 North Market St.
1712
Washington NC 27889
Phone: 252 - 946 -6048 Fax: 252 - 946 -2074
Applicant:
Address:
City:
State /Zip:
/11 For Office Use Only Page 1 of
*CDP File Number 123283-1
County ID Number: 7610656332
Evaluated For: REPAIR
PERMIT VALID UNTIL: 0 9/ 1 8/ x 0 1 8
/ ❑ Open Pump System Sheet
Mohamed Ali Darar ( Property Owner: Mary McDonald
1205 Kindale Drive Address: 5616 State Hwy DD
Raleigh
NC
Phone #:
//�Address734 Old Pamlico Beach Rd
Road # Belhaven NC
Township:
Structure: SINGLE FAMILY
# of Bedrooms: 3
# of People: 6
\'Water Supply: PUBLIC
"Site Classification: N/A
City: Fetus
27615 State /Zip: MD 63028
Phone #.
ProDertv Location & Site Information /\
27810 Subdivision: Phase: Lot:
Directions
Pamlico Beach Road East
wsiem �0 CifIC ffA'S _
Minimum Trench Depth: a 4 Inches
Saprolite System? 0 Yes C No
Design Flew: 3 6 0
Soil Application Rate: _
*System Classification /Description:
TYPE II A. CONV SYSTEM (SINGLE- FAMILY OR 480 GPD OR LESS)
`Proposed System: CONVENTIONAL
Nitrification Field 3 6 0 Sq. ft.
No. Drain Lines 3
Total Trench Length: 1 a 0 ft.
Maximum Trench Depth: a 4 Inches
Minimum Soil Cover: Inches from
"Natural Ground Level"
Maximum Soil Cover. 1 a Inches
Natural Ground Level"
*Distribution Type: GRAVITY - PARALLEL (eq. d -box)
Septic Tank: 1 0 0 0 Gallons
Pump Required: 0Yes No
Pump Tank:
Gallons
Trench Spacing 9 0 Inches O.C. Grease Trap: Gallons
:
(g Feet O.C. Septic Tank Installer
Trench Width: 3 O Inches Grade Level Required: ® I Oil 0111 01V
® Feet
Aggregate Depth: 1 a inches
The issuance of this permit by the Health Department In no way guarantees the Issuance o(of'her permits. 1 he permit holder
is responsible for checking with appropriate governing bodies in meeting their requirements.
*Permit Conditions Pump and crush existing tank; backfill with sand; set new 1000gal tank and distribution box; install
all piping and 3 lines (3' x 40') conventional rock trenches for repair; use soil cloth; maintain setbacks
I
This Authorization for Wastewater System Construction shall be valid for a person equal to the period of validity of the Improvement Permit, not to exceed five years, and
may be issued at the same time the Improvement Permit issued (NCGS 130A- 336(b)). If the installation has not been completed during the period of validity of the
Construction Permit, the Information submitted in the application for a permit or Construction Authorization is found to have been incorrect, falsified or changed, or the
site is altered, the permit or Construction Authorization shall become invalid, and may be suspended or revoked (.1937(g)). The person owning or controlling the system
shall be responsible for assuring compliance with the laws, rules, ajndp't conditions regarding system location, installation, operation, maintenance, monitoring,
reporting and repair (Sta(h)).
'Authorized State Agent:2ola - Hager, Matthew "Date of Issue: 0 9 / 1 8 / a 0 1 3
/0 Hwing 0 import Drawing * *Site Plan /Drawing attached. **
Malfunction Log Oyes Total Time:(HH:MM)
Activity Code. 0 Hours 0 Minutes

09 -18 -2013
o ..t OVERNEIID UTILIT>ES
EP w EDGE OF PAVE WENT
N/F w NOW ORf FOR%ERL Y
NTS ■ NOT TO SCALE
Wj 'LL ■ E)GSTWG RF RAP &A -*4EAO 25.00 feet
cxxxxxxx�x�
1:300
EP
EP �. NCSR
60' R1GN _ 173
T OF-- WA Y IPA b1 4
VE
SJ2•
' 3 p'00 �E - -�
1 EIP 68.00'
• -_„J • PT
Riw y M1 S29'51.01 'W 13,84'\
�` _ - -r S,5 7'08'4 r 'E 59,14'
i PT 1C1-10RD1
� 40' qp' 40'
4 7 c
N PUMP AND CRUSH
EP
£P
CURVE
R + 89
3'
I P$ R/W T . 29
vii a-L "
Y �
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,
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7N 09'01 "W x �` 48.23' ,
NJT'4J'11'W 7. K rr 23.23'
ti ^
10.20' >L
RETERE NCE
08 1066 PG 534
PARCEL AREA
12,228 r S.F.
0,3tAC
REVISED JULY 14, 1998
Pre.)ared with QuikPlatPro32 by
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PT
SEE AGREEWNT
08 933 PG 261
4
PAMLICO
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RI VE

ConnectGIS Feature Report Pagel of 2
http: //beaufort. connectgis. com /DownloadFile .ashx ?i= _ags_map62f97e9Obc 1243c9a61 e52ff... 7/8/2014

ConnectGJS Feature Report
OBJECTID
42852
GPIN LONG
7610 -65 -6332
MAILING ADDRESS
STATE
NC
ACRES
0
NBR BLDG
5
LAND VAL
125511
TOT VAL
199822
SUB CDE
SALE PRICE
DISTRICT
7
EXEMPT AMT
SQ FT
1772
EFF YR
1973
FLOOD PLAIN
NBR HALF BATHS
0
PIN
07027617
OWNER NAME
DARAR MOHAMED ALI
MAILING ADDRESS2
1205 KINSDALE DRIVE
ZIP
27615
ACCT NBR
918985
GPIN
7610 -65 -6332
OWNER NAME2
DARAR REEM T
CITY
RALEIGH
PROPERTY ADDRESS
SR 1730
MAP SHEET
761002
DATE
DEED BOOK and PAGE
10/17/2013
1831/0004
BLDG VAL
DEFR VAL
74311
0
NBHD CDE
NBHD DESC
AW
AVERAGE WATER
SUB DESC
STAMPS
ZONE
LAND USE
PROP DESC
MBL
1 LOT #48 PAMLICO BEACH
76100224
ROAD TYPE
YR BUILT
P
1940
NBR BED
NBR BATHS
3
2
EXEMPT PROP
CENSUS BLOCK
PREV ASSESS
199822
NBR STORIES
1
Page 2 of 2
Beaufort County online map access is provided as a public service, as is, as available and without warranties, expressed or implied. Content published on this website is for
informational purposes only and is not intended to constitute a legal record nor should it be substituted for the advice or services of industry professionals. The County of
Beaufort and the Website Provider disclaim all responsibility and legal liability for the content published on this website. The user agrees that Beaufort County and its
Assiqns shall be held harmless from all actions, claims, damages or judgments arisinq out of the use of County data.
http: / /beaufort. connectgis. com /DownloadFile .ashx ?i= _ags_map62f97e9Obc 1243c9a61 e52f£.. 7/8/2014

♦ ` �, , jaw
GOOSte earth feet' 10
metersi 10
2011 Aerial Image of Pre - existing home
and structures within the buffer.

Wood Duck Land Surveying, PC
{ 6.
August 26, 2014
Bryant E. Hardison, Jr. PLS
42 South Teach's Point Road
Bath, NC 27808
PLS NC L -2889
Corp.# C -3774
Re.: Lot at Pamlico Beach
Owner: Reem Darar, Raleigh, NC
Blue flags = zone 1 of Pam -Tar buffer, yellow flags = zone 2 of Pam -Tar buffer from NWL
View looking east

• Page 2 August 26, 2014
Fellow flags = 50' Pam -Tar buffer view looking south
Blue flags= 30' Pam -Tar buffer view looking west

• Page 3
Blue
= 30' Pam -Tar bufer across deck view
r
r
I
Blue flags= 30' Pam -Tar buffer and yellow flags= 50' Pam -Tar b
View looking north on west side of house
concrete pad shows on the old survey as existing
August 26, 2014

At AM
Nrl
pt
A i
Ro Cu
a
'{.`—
Y�
DARAR PROPERTY
734 Pamlico Beach Road

4f�
0.28 SAC (�2' ;�.w1 )
�- 12,246.95 sq. ft. --I S 29 °51'01 "W F
\ 13.84',
S.wd.sdc - I" x I" r�s0
(32" .boss grade)
Surveyor's Notes
All distances are horizontal ground unless noted
Area by coordinate computations.
'Pam -Tar Buffer was measured from outside edge
ofbulkhead.
'No other encroachments were found by ground
evidence, or reflective from deed descriptions.
'Subject to all easements, zoning regulations, or
restrictive covenants of record
'Right -of -Way information from recorded deeds
and maps and existing occupation.
'Area summary : 0.281 +/- total acres.
'No title search provided to the surveyor, and
would be subject to easements and restrictions that
might be revealed from said search.
'NC geodetic control within 200(Y of property as
shown.
Reflects current occupations at the time of survey.
'This is an existing parcel of land.
'Purpose of this survey is for the location of
boundary descriptions on the ground for resolve of
Pam -Ter buffer dispute.
/ - - --a "PrV �
that this plat was drawn under
rvey under my supervision
831, Page 004 ); that the
rly indicated as drawn, that the
/ latitudes and departures is 1:
'ed in accordance with G.S.
3riginal signature, license
F of 2014.
2889
0
O o
Nz
w
I
r f
A� 015 `
R .
FS
BU F ,4
4018, P� zi 'T NQ
Revised : 11 / 16 / 2015 - show septic areas
Revised: 12 / 20 / 2014. NWL to bulkhead, --ped under house
Revised : 2 / 10 / 2015 -show snp, & nea
Wood Duck Land Surveying, PC
Bryant E. Hardison, Jr. PLS NC L -2889, C -3774
42 Soth Teach's Point, Bath, NC 27808
Mohamed Ali Darar
and wife, Reem T. Darar
Bath Township, Beaufort County, North Carolina
Bate surveyed: 8/14 /2014 Date Drs,- 10/20/2014
By: Bryant E. Hardisoq Jr. PLS By: Bryant E. Hardi Jr. PLS
PIS 8: 42889, C -3774 seeder me inch- twenty feet
Field Book: F 069, crd.: 2014_110 ' Dads end Mere: 1931 / 004; PC F / 29-6;'
FRe : Dam -R -12014 110 1803 / 533; 1399 / 445; MB 2 / 6; Torrine
Tnctk:2014 110,C &Gven.9.0.1 131550;
Legend
R/W
right- of-wey
- C/L
to line
EoP
Edge ofPav-
adjoinerlines,
- - -
tie down lines
bulkhead
1111222
Deed Book / Page
0 NC Grid
Geodetic monument
E.IP
Existiogcanasfoued
Ex.RRS
Existing miWW spike
S.Ms,g.
Magnetic mil
Ex. Nail
Existing Nail. RR spike
SR
.1 Inn Pipe ( I" gal—id)
x NPs
No Point Set
S Ex.Re -bv
Exie i g Re -bar
Cm.Moa
Cmcrele Mmument
T Ex.A.xle
Existing Iron Axle
r�
R S.wd.stk.
Set wood stake 1" x I"
Nomul Water Level
Q
4f�
0.28 SAC (�2' ;�.w1 )
�- 12,246.95 sq. ft. --I S 29 °51'01 "W F
\ 13.84',
S.wd.sdc - I" x I" r�s0
(32" .boss grade)
Surveyor's Notes
All distances are horizontal ground unless noted
Area by coordinate computations.
'Pam -Tar Buffer was measured from outside edge
ofbulkhead.
'No other encroachments were found by ground
evidence, or reflective from deed descriptions.
'Subject to all easements, zoning regulations, or
restrictive covenants of record
'Right -of -Way information from recorded deeds
and maps and existing occupation.
'Area summary : 0.281 +/- total acres.
'No title search provided to the surveyor, and
would be subject to easements and restrictions that
might be revealed from said search.
'NC geodetic control within 200(Y of property as
shown.
Reflects current occupations at the time of survey.
'This is an existing parcel of land.
'Purpose of this survey is for the location of
boundary descriptions on the ground for resolve of
Pam -Ter buffer dispute.
/ - - --a "PrV �
that this plat was drawn under
rvey under my supervision
831, Page 004 ); that the
rly indicated as drawn, that the
/ latitudes and departures is 1:
'ed in accordance with G.S.
3riginal signature, license
F of 2014.
2889
0
O o
Nz
w
I
r f
A� 015 `
R .
FS
BU F ,4
4018, P� zi 'T NQ
Revised : 11 / 16 / 2015 - show septic areas
Revised: 12 / 20 / 2014. NWL to bulkhead, --ped under house
Revised : 2 / 10 / 2015 -show snp, & nea
Wood Duck Land Surveying, PC
Bryant E. Hardison, Jr. PLS NC L -2889, C -3774
42 Soth Teach's Point, Bath, NC 27808
Mohamed Ali Darar
and wife, Reem T. Darar
Bath Township, Beaufort County, North Carolina
Bate surveyed: 8/14 /2014 Date Drs,- 10/20/2014
By: Bryant E. Hardisoq Jr. PLS By: Bryant E. Hardi Jr. PLS
PIS 8: 42889, C -3774 seeder me inch- twenty feet
Field Book: F 069, crd.: 2014_110 ' Dads end Mere: 1931 / 004; PC F / 29-6;'
FRe : Dam -R -12014 110 1803 / 533; 1399 / 445; MB 2 / 6; Torrine
Tnctk:2014 110,C &Gven.9.0.1 131550;