20052174 Ver 1_Complete File_20050129

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 7, 2006
DWQ Project # 05-2174
Pamlico County
Mr. John S. Cramer
6234 McKnight Dr.
Lakewood, CA 90713
Certified Mail #7003 3110 0002 0608 7921
Subject Property: 55 Orchard Point Road
. -J w?
%1AR 1 G 2006
QUALITY
Oriental, NC 28571
Neuse River Basin
APPROVAL for the use of the "General" MAJOR VARIANCE; Froin the Neuse and Tar-Pamlico Riparian
Buffer Rules for the Construction of Residential Structures on Existing Lots within the Coastal Counties as
defined by the Coastal Area Management Act with Additional Conditions
Dear Mr. Mullin:
You have our approval, in accordance with the conditions listed below, to impact approximately 997 square
feet (ft) of Zone I and 2729 square feet of impact to Zone II of the protected riparian buffers for the purpose
of constructing a dwelling on the subject property as described within your application dated November 18,
2005, and received in full on February 21, 2006. This letter shall act as your approval for the use of the
"General" Major Variance; From the Neuse River Riparian Buffer Rules for the Construction of Structures oil
Existing Lots within the Coastal Counties as defined by the Coastal Area Management Act with ADDITIONAL
CONDITIONS as approved by the Water Quality Committee (WQC) of the Environmental Management
Commission (EMC) on May 10, 2001. In addition, you should get any other required federal, state or local
permits before you proceed with your project including (but not limited to) Sediment and Erosion Control and
CAMA permits. This approval shall expire in five years from the date of this letter.
This approval is for the purpose and design that you described in your variance request. If you change your
project, you must notify us and you may be required to send us a new request for approval. If the property is
sold, the new owner must be given a copy of this approval and plat thereby assuming responsible for
complying with all conditions. This approval requires you to follow the conditions listed below.
North Carolina Division of Water Quality Internet: www.newaterquality.org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
NorthCarolina
NatumlIff
If you do not accept any of the conditions of this approval, you may ask for and adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings to:
6714 Mail Service Center, Raleigh, NC 27699-6714. This approval and its conditions are final and binding
unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under the Neuse River Riparian Buffer
Protection Rules (15A NCAC 2B .0233 (9)(c)). Please contact Kyle Barnes at 252-948-3917 if you have any
questions or require copies of our rules or procedural materials.
Sincerely,
L'
Al Hodge 'upervisor
Division of Water Quality
Surface Water Protection
Washington Regional Office
Enclosures: Certificate of Completion
Plat (drawing of impacts)
cc: DWQ WaRO Regional Office
DWQ Central Office, Ian McMillan
Central Files
Pamlico County Building Inspections
CAMA Morehead City
N
Septic System Scaled
from Permit for Jerry
Morgan Builder dated
2/15/06.
1158321
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MAR "? ?, .- l •. ;,
DENR clt
Y1tPJv.u?N D iLi 16
UV
! - 46'55"F
300 423.32'tot.
33'
O 17
? Dwcllin? in D_ QSctbacks ° \ P' O
?1K .'\,'.' 1 h
! Zone One = 869.7 Sq. FL
nO f%O ! Zone Two-26601 Sq. FL
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Notes:

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Reference y
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1
DII
37Z? Pg 247
DB 372, Pg 254 o
0
6
Surveyor has made no independent search or
investigation for Rights-of-way or Easements
of record for streets, highway, public utilities
i
nor for encumbrances, restrictive covenants,
ownership, title or any other facts that may be
disclosed by a full and accurate title search.
This survey is of an existing parcel and does
not create a new street or change an existing one
Legend
Hip - Existing Iron Pin
Sip - Set Iron Pin
John Cramer & Wife,
Terse (D a er
Lots 17 & 18, Neuse Winds Subdivision
Orchard Point Road
Oriental, Pamlico Co., North Carolina
T r_
en
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y Ato6
S0805445"W 43.62'
S12016'33"E 27.90'
S29059'47"W 57.84'
S01041'15"E 69.90'
" SO4043'46"E 126.72'
S30017'01"E 47.68'
S 12027'34"E 66.03'
N59022'32"W 20.73'
S84030'40"W 32.35'
S57003'19"W 36.38'
S48032'46"W 43.11'
.k

Neuse River,, I;,,
200'
r. .ar "B" 0' yyG'tb-???1
F^i' Fret
1"=700' ,,,
I, Mark R. Lee, certify that thiA plat was draw0flinder my
supervlso om an actual°?urvcy" 'decd descripEFon(s) as
shown hereon; that the erroaf cld,,ure is.:a .10,0 0+., that the
boundaries not surveyed are sho\vil as brokcn?li es platted
from information found in deed'booki Vcfcrericed'hercon;
witness my original signature, registration nuiiiber, and scat.
Mark ce, ro esslona air urveyor L-2912
OFFICE USE ONLY: Date Received Re uest #06
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
DE1,4? - ?%!,,Tr_;? QUALITY
i:ETU,' 93F TG;°;'44;^;rERERA!JCH
"General" Major Variance Application Form -
From the Neuse and Tar-Pamlico Riparian Buffer Protection Rules for residential structures on
existing lots within the coastal counties as defined by the Coastal Area Management Act
(As approved by the Water Quality Committee of the Environmental Management Commission on 5/9/2001)
Please identify which Riparian Area Protection Rule applies.
x Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC.0233)
Tar-Pamlico River Basin: Nutrient Sensitive Waters Management
Strategy Protection and Maintenance of Riparian Areas Rule (15A
NCAC.0259)
NOTE.
To constitute a complete application, all of the information requested in this form
must be provided. Incomplete applications will be returned to the applicant. The
original and two copies of the completed "General" Variance Application Form
and any attachments must be sent to the DWQ 4011Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650, 919-733-1786 to constitute a
complete submittal. This form may be photocopied for use as an original.
Part 1: General Information
(Please include attachments if the room provided is insufficient)
1. Applicant's name (the corporation, individual, etc. who owns the property):
,101111 S. cr'arnn
2. Print Owner/Signing Official (person legally responsible for the property and its
compliance)
Name: John S. Crarner
Title: N/A
Street address: 6231 McKnight Dr.
City, State, Zip: ey/^o;? C- 007-I
Telephone: X62 339-1 X4"1
Fax: (,52) 989-1741
3. Contact person who can answer questions about the proposed project:
Name: Jerry P. Morgan
Telephone: L2,92).249-0,177 Fax: i252) 249-0178
Email:u
;h_-?Trorran`c?earthlinl<.net
"General" Variance Application Form
Vesion 1: May 2001
4. Project Name (Subdivision, facility, or establishment name - consistent with project name
on plans, specifications, letters, operation and maintenance agreements, etc.):
Cr<_m =i' F ;mil;.
5. Project Location:
Street address: 55 Orchard Point Road
City, State, Zip: Orient=al, NQ ?_3571
County: ?Pamlica
Latitude/longitude:
6. Directions to site from nearest major intersection (Also, attach an 8 % x 11 copy of the
portion of the USGS topographic map indicating the location of the site):
Tnr:;- Hwy y 55 east from New Bern. As you Ppprn ach the flown of Oriental turn left onto
Straight Rcud F ollov,, Straight Rd appro.-,. 2.3 miles Turn right onto Orchard Creek Rd..
Follow Orchard Creek Rd approx 1.6 miles. Turn right onto Neuse Winds Dr. (Neuse Winds
Subdivision sine here). Go to first street tarn right onto Brite Ln. Go to first street turn left
Oilt!? t`. 't fsrirl i. }( Rd 1._0' i
7. Stream to be impacted by the proposed activity:
Stream name (for unnamed streams label as "UT to the nearest named stream):
Neu se River
Stream classification [as identified within the Schedule of Classifications 15A NCAC 2B
.0315 (Neuse) or.0316 (Tar-Pamlico)]: .0 }1:
8. Which of the following permits/approvals will be required or have been received already
for this project?
Required: Received: Date received:
X X 7/2/04
Permit Type:
CAMA Major
CAMA Minor
401 Certification/404 Permit
On-site Wastewater Permit
Active Connection to Sanitary Sewer System
NPDES Permit (including stormwater)
Non-discharge Permit
Water Supply Watershed Variance
Others (specify)
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
1. Description of proposed activity [Also, please attach a map of sufficient detail (such as a
plat map or site plan) to accurately delineate the boundaries of the land to be utilized in
carrying out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area
of buffer impact in ft2.:
The Footprint of the house and decks will be cleared of trees (including roots). Fili dirt will be
brought in to restore and levc-! out nrzr;e.
zone 1 - acorCii: 9?69 square feet one 2 - a _r.7 2C 2729 SIJare fE'; t
2. State reasons why this plan for the proposed activity cannot be practically accomplished,
reduced or reconfigured to better minimize or eliminate disturbance to the riparian buffers:
"General" Variance Application Form 2
Version 1: May 2001
This lot has a unlade. "banjo style" Sh2Pe Its Nort1h b-order is a riatural marsh area. The East
area narrows down to a 100' ,vid = bay . The South side of the banjo is a man made drainage
are t-, lhat hr?-3 r?rrrrc n.hi iar?ed with GAMA fir es. A 50_foc t 4;et h "._fron-, th +nan made
drainage area would position the house site within the setback area of the adjacent lot.
3. Description of any best management practices to be used to control impacts associated
with the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse
flow, re-planting vegetation or enhancement of existing vegetation, etc.):
Silt fence will he installed rrior to a :7ite --vori_. Silt fen , ,gill he maintained tl rallahout
construction and until the native vegetation has b!-en re-established.
4. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this
Rule.
This lot has a larcie mar,::h cr.the i`Jorth side and a manmade drainage area on the East side.
Til.? On "vie E_- vd ,,;ed itll CAhA fla qs clL+r n'' i,
November / December 01 stlrVey I am asking for a set back variance for the roan made
drainage area only. The bulls of the lot facing the street will be used for the septic tank and
u 'i iic 1--W : ri:i5al!" +"e?. The CCP's rr?;t.'slrt? i lillnltTILIM size house be built on this lot.
Without a variance this property becomes unusable.
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
This lot has a unique "banjo style" shape. Its Nofih border is natural marsh area. The East
area narrows down to a 100' wide bay. The South side of the banjo is a man made drainage
area that has been recently marked with CAMA flags. A :30-foot set back from the man
rn.adu drainage area :uoLild position the hOUSe site viiihin the saiback area of the adjacent lot.
(3) If economic hardship is the major consideration, then include a specific explanation of the
economic hardships and the proportion of the hardship to the entire value of the project.
AAA Strict nr)lic6lioll of the set b,.ck.. as it al2iliit;s to ti'le roan rnaile drain? jgi area can lhis lot
would prohibit us from building on this loi.
Part 3: Deed Restrictions
By your signature in Part 5 of this application, you certify that all structural stormwater best
management practices required by this variance shall be located in recorded stormwater
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.
Part 4: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that they may
provide information on your behalf, please complete this section:
Designated agent (individual or firm): Jerry P Mnrgan J P Morgan Builders Inc.
Mailing address: _PO Box 38
City, State, Zip: Oritntal_ 23571 -_?
Telephone: [phone] (office) or 252-671-7010 (ceil)
"General" Variance Application Form 3
Version 1: May 2001
Fax: 262,-
J p_ IrArga n Q A! ?i, I? n IL. ri . .
Email:
Part 5: Applicant's Certification
I, JOh yl S, Muller _ (print or type name of person
listed in Part I, Item 2), certify that the information included on this permit application form is
correct, that the project will be constructed ' conformance with the approved plans and that the
deed restrictions in cordance with Part of this form will be recorded with all required permit
conditions.
Signature: ?
Date: t t- 1 3- _(=? ",-
Title: _3 4-Q-
"General" Variance Application Form, page 4
Version 1: May 2001
MAR 1 0 2006
Vr';.4 ER QUALITY
` r' nra[? STOR?AY i ER BRANCH

p? y set'
F
P.O. BOX 306
Owner Address:P.O_ Box
Owner Address(2):Orient
Owner Phone #:(252) 241
-Establishment
Type of Well:-F,

,,Low Term Acceptance Rate( GPEVSQFT):O.3ong Tenn Acceptance
Trench Wldth:1.5 Trench Wiidth:1.5 FTC;
;Trench Spacing'- its FT± : ?, ;rri *i `Tret Spacing (0C):5
.;;Trench Bottom From NGL:O 1N.:_ "Trench EkAtorn From N4
Mound Height 18 IN Mound Height 18 IN±o
Septic Tank Volume:1000 GAL <'' ' ' ` -Septic Tank Volume: 10
fPurn Tank Volume:1000 GAL ?Pump Tank Volume-1 CH
ALMHORIZATION TO CONSTRUCT MUST BE OBI'A!N
-ALL- FEES PAID PRIOR TO WASTEWATER SYSTEM INST
- WT
.. ~
:THE PAMLICO CO. HEALTH DEPARTMENT RESERVi=S
-ANY CHANGES TO THIS PERMrT WILL REQUIRE A REDESIGN-
~. PERMIT AND SUBSEQUENT FEE.
Authorized Agent: Date 11/30/2004
iv1?;h 0 2006
WEi'LAP i?aF< - VV;1: F?QiIALrTY
AND
!G,' WRTERBaANCN

PIN:K0812-17
Record#:t of 17118 combination. DIRECT FEED PUMP TANK
(Not to scale)
Pump control circuits and
manual disconnects must'
be instaNed in NEN1A4X box
Pump control bQx sir mounted near
<- pump, A at least 12 Inches above grade
eO°` Access Lid
/ Aftess Fuser M PFn Thto>We Valle
r, Tank
so w.
valve
\ i To FLWA
lip ° t
- : AOWmurn R&d Level
Float switches
pump Qff J?Antl-siphcin Hole
PUM I
erdndtebo"k
TYPICAL MOUND CONFIGURATION

p cio b000PO000OPV?le ?fOOOPD0e00d OOPO ed 00000
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PWA0II 7247
Rocord'Mot 1711a cornbinatlan
B=O Vildth:43.5'
Basco Lonath:102.0'
Crat'm Vildth:31. 5'
Crown LQn0th:00.0'
Liao Spacl<-cfl:5'
Llna Lonath:IIO'
siopa Run:0.0'
found Hotaht:10"
Tronch i3ottom from l3GL:0"
?F of latoraia:6
Tr©ncil Wla;-5:1,w
n on i:jar1`t to app-a < on Linn vi PR3Gt:.
Enter " eiz+ti 0u cnrant tO app a' on Line 02 have
?' ?? Lino t?3 here.
Entenr the t? YOU crane $o aPIP=a
Enter tea tia;tt ion urant taapp :air on Uwat L hOra. -
Pl J;l(03.72.17 Rocord if:l..ot 17110 combination RatoAll-30.2004
Lots prey.-IJLD FIPo
Mound Specifications
Troach Dapth (121):10
Mound Horgrt abovo natural Grogpd Lovol (GJ):10
Tr .nqh Bottom rbovo rdatural Ground Lovol (U*0
Cro?yp Arca:31 W X 00.0'
l3 a1 Aroa:43.W z 1CiZ.0'
Dl^,h ndural ground curfaco thoroughly boforo mound rnatallatlon.
Approximatoly 200 cubio y arm tlril.6o.noodod for mound fill 4 covor. •.
Pump ad SysLun Spcciflcatlons
Fume :.r'td r,CPa0 t.:.w to ifa C...Lcrt: 1:trrr(:."1 r'.:?ap? Q.:1 crl 6 Nb ra. -
f w?p ?iuit?p.?i.'srrii:svJ LiY.?? ??j ..?? £?..?sr?yf Lr?.l ? y?jw? ?r?•a.?a?? ?r.? Cw a..r?a.+r`+?
ati L't r?ra ta`1 auRr:, GZU ??p• -.
Pump Capacti/ (GPI-')=- C l a {„:.ttr,.'.`?al r:aad
0 -a(t Cart c,.Lfo :..1 dr NdcN--n:.t Tba L.irww abaw p:::ap to all
Game to'rcx»_?a +.2--rc:d.
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Pump ruid t»:a (?.:..J)?L:T G ?q r
CaPpIl r:ro (C:rz 4.3 PVC) pt;.* C .;+ r (1:1):2 -
t..?.:.::ald (Cch GO PVC) p:;.a dl --.zl r (1:1):2.C0
l.;:t3r.t3 (3ch ti0 PVC) Flpo d'.:.:.a:;.r(?)):925 '
L:.t~rJ cpac.:a (Fn:5
Trcr.;h EW.tzm rc'.:.:Svo tv Mt=-) Ground Loyal (::J):0
[taro-:tn:o Fac:.7Q (?= i) v 3" .
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Septic System Scaled
from Permit for
Lamberth c/o Tidewater
Real Estate dated
11/27/01.
N o
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of
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I11? i y
MAR 1 C 2006
/
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Dwelling to DWQ Setbacks
Zone One 1996.9 Sq. Ft. d
Zone Two 4 2729.0 Sq. Ft.
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19
Notes:
Reference
DIT-372-,Pg 247
DB 372, Pg 254
Surveyor has made no independent search or
investigation for Rights-of-way or Easements
of record for streets, highway, public utilities
nor for encumbrances, restrictive covenants,
ownership, title or any other facts that may be
disclosed by a full and accurate title search.
This survey is of an existing parcel and does
not create a new street or change an existing one
Legend
IEip - Existing Iron Pin
Sip - Set Iron Pin

M
TJ
U
Ct,
Ato B
S08°54'45"W 43.62'
S 12° 16'33"E 27.90'
S29°59'47"W 57.84'
SO I °41' 15"E 69.90'
S04°43'46"E 126.72'
S30° 17'01 "E 47.68'
S 12°27'34"E 66.03'
N59°22'32"W 20.73'
S84°30'40"W 32.35'
S57°03' 19"W 36.38'
S48°32'46"W 43.11'
Neuse River
0' 100' 21
"B"
Scale: l 100'
1, Mark R. Lee, certify that this plat was drawn under my
John Cramer supervtsonrom an actual survey, deed description(s) as
& Wife, shown hereon; that the error of closure is 1:10,000+; that the
boundaries not surveyed are shown as broken lines platted
Trersea Cramer from information found at deed books referenced hereon;
witness my original signature, registration number, and seal.
Lots 17 & 18, Neuse Winds Subdivision
Orchard Point Road
Oriental, Pamlico Co., North Carolina Mark Lee, Professional an Surveyor L-2912
Mark R Lee Date: State of North Carolina County of Pamlico
Professional Land Surveyor November 23, 2005 I, , Review officer of Pamlico County,
cent that the map or p at to which certification is affixed meets
P.O. Box 303 Project #: all statutory requirements for recording.
Arapahoe, NC 28510
Phone/Fax: [phone] 051105

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=IS
NORTH CAROLM"i
P112B:ICO COUNTY
TBIS DEIlD, made and antorcd 'into thin 3rd day of
Dcccrbor, 1999, by and batwoon C. 1LI.E14.1 PROPST, JR. and wifo,
11IIGBL.'1 P. PROPST, harainaftor called "grantors", and DOILILD R.
L:'1IIBERTH and wifo, MVIIII G. Llilff ZRTII, 316 I;ontpolier Drive,
Stafford, Virginia 22554, hereinafter called "grantees";
H3.I AR 5.r H T fI:
That grantors, for and in conaidoration of tho aum of
ton dollars and other good and valuable conoidarationa to the= in
hand paid, the receipt of which is hereby acknowledged, have
bargained and sold, and by thoao proossnto do bargain, call and
convoy to the said Donald R. L=barth and wifai rarin G. Lamborth
and their hairs and aoaigna, a certain lot or parcel of land in
Nu=bor Two (2) Township, Pamlico County, Borth Carolina,
particularly dencribad an folloaas
Lot 11u=bored Eighteen (113) which in shmm on the soap
entitled "PI."''M OF 14=31: t7IIID3", prepared by Garbart J.
(Josh) Ilobloa, Jr., RLS, which is recorded in Plat
Cabinet A, Slide 43-7, Panlico County Rogiatry.
Said lots are oubjcct to the Restrictive Covananta dated
Juno 29, 1909, racordad in Boole 2G1 at Saga 61, (ro-
recorded in Book 260 at page 531), Paalico county
Ragiotry, and tho crand.:.anto tharoto recorded in Book
265 at pago 2G, Book 273 at pages 740, Book 311 at page
022 and Book 313 at pago 239, said registry, and the
Subdivision Street Disclosure Statement dated July 19,
1909, recorded in Boole 261 at pogo 300, said rogiatry.
EXCEPTING all utility oasscrant3 of record.
TO UAVB MM TO HOLD tho aforesaid loto or parcola of
land, together with all privilegao and appurtcnancou thorcuato
belonging, to the said Donald n. La--berth and wife, Farin G.
Lambarth and their heir* and ass:igna, in fee oicplo forever.
And grantors, for the- olvoa, their ancoutora and
adminiatratora, covenant with granteca and their hairs and
assigns, that they are aoized of paid prcniaoo in fee; that they
have a perfect right to convoy the aama in fee oi=ple; that tho
a=o arc tree and clear of all cncu=brancoo whatsoever, except
those harcinabovc stated; and that thoy will warrant and defend
the title to the s=a against th3 lawful clairz of all pareons
whomaoover.
III TESTIMM WHEREOF, grantors have hereunto cot their
hands and adopted as their seals: tho typewritten word 05=0
appoaring booido each na=o, tho day and year first above written..
11-1

aoai =? / 7?
OFFICE USE ONLY: Date Received Request #
State of North Carolina 0 J
Department of Environment and Natural Resources DEC 0 9 2005
Division of Water Quality ry p
DAY??IQ-dV?p?ARO
"General" Major Variance Application Form -
From the Neuse and Tar-Pamlico Riparian Buffer Protection Rules for residential structures on
existing lots within the coastal counties as defined by the Coastal Area Management Act
(As approved by the Water Quality Committee of the Environmental Management Commission on 5/9/2001)
Please identify which Riparian Area Protection Rule applies.
X Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC.0233)
-Tar-Pamlico River Basin: Nutrient Sensitive Waters Management
Strategy Protection and Maintenance of Riparian Areas Rule (15A
NCAC.0259)
NOTE.
To constitute a complete application, all of the information requested in this form
must be provided. Incomplete applications will be returned to the applicant. The
original and two copies of the completed "General" Variance Application Form
and any attachments must be sent to the DWQ 4011Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650, 999-733-1786 to constitute a
complete submittal. This form may be photocopied for use as an original.
Part 1: General Information
(Please include attachments if the room provided is insufficient.) ? ?®r., [20????- I
1. Applicant's name (the corporation, individual, etc. who owns the property): ,
John S. Cramer
JUN _ 9 2006
2. Print Owner/Signing Official (person legally responsible for the property and its DENR - WATER QUALITY
compliance) VIZI 403naD STofumi
Name: John S. Cramer
Title: N/A
Street address: 6234 McKniaht Dr.
City, State, Zip: Lakewood, CA_9_071.3_
Telephone: [phone]
Fax: [phone]
3. Contact person who can answer questions about the proposed project:
Name: Jerrv P. Morgan
Telephone: L.?52) ?4q-0177 Fax: (252) 24,-;-0-i78
Email:
;p_morgan a>earthlink.net_
"General" Variance Application Form
Vesion 1: May 2001
E
S
Pointer 35°03'38.68" N 76°38'14.92" W
Image O 2005 DigitaiGlobe
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PAMLICO COUNTY HEALTH DEPARTMENT
P.O. BOX 306
BAYBORO. N.C. 28515 ,
?s 't:•,: ¢"' :,__-...IMPROVEMENT PERMIT';
owner.Larnberth cloTTidewater Real Esta#
Owner Address:P.O. Box 3x0;1;
Owner Address(2):Oriental, NO 285.71 ' z
Owner Phone #:[phone]
Proper?t [ Address:N©use Winds
PIN:K08-72--1L7,j • ' ???.- ? ?' ? ? r .r 3
Record ;!Lot 17118 combination .,s yam. ,;
•E.FtablishmontType:Ho
Typo of Well:Public Wall : "` -• ;'.
.Design Flow GPD 1:600 •' ~ _•" _, Y
tt k
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?' •?y ?f?!r. ] '= •??'.. .-, ? sexy. ?' ?•'?f '? r' • - f .•?
a:i. s ?1 ?a r ivl a
Initial Site
••'Wmstowator•S
ystom:Low Prc=uro P1po :,•_,, astewater Systom;Low Pressure Pipe--.,
; L_2D T©rrn Acceptance 12at©(GPD/ScaFTj:0.3?ng Term Acceptance Rate GPDISQFT)•0.3
Trench Width:1.5 ."•:tench Wdth•1-5 ; "-`' t+l-
-Trend! Spacing (OCj:S
`Trench Spacing (OC):5 F T'
Trench Bottom From NGL:O !N -T'mn? Bottom From NGL:O 1N .?
`.Mound Height 18 IN:: :" :• .• :,. ,?
*:Zeptic Tank Volumo:1000 COAL Mound Height 18 tN±
` Zeptic Tank Volumo:100 GAt.,yu.-• "
SPum Tank Volume:1000 GAL`=?? r Pump Tank Volume: 1000
GAL4u
- :. FROM
L.:':.F: _. :: •. r ??s '.fir- y,y?13t"
•?.•- :w?' •..?-.r"?.u:/i?ii' ?L'R?tAC1,T.?Y'•-???L???'7t?.'.
MI AUTHORIZATION TO CONSTRUCT MUST BE OBa•AINED AND NO s?
r .-.---ALL FEES PAID PRIOR TO WASTEWATER SYSTEM INSTALLATION.g. Y?
.THE PAMLICO CO. HEALTH DEPARTMENT RESERVES s ?• ?'?•`?.
?},?• THE RIGHT"
s.. .
V rti ?: QV ;' : ;TO REVOKE THIS PERMIT- IF THE SITE IS ALTERED. INTENDED
-- : 7,:•USE CHANGED OR ANY INFORMATION IS FALSIFIED.
`•' ?-• i ' '' ,ANY CHANGES TO THIS PERMIT WILL REQUIRE A REDESIGN
~. PERMIT AND SUBSEQUENT FEE.
Authorized Agont: Date 11/3012004
PIN:K08-72-17
Rc=d#:w 17118 combinoWn. DIRECT FEED PUMP TANK'
(Not to scale)
Pump control circult3 and
manual di3oonneota must-
bo ins;Wed In NEMA4X box
Pump control box securaly mounted near
PLEM
Carorw pump & at least 12 tnche!,- above grade
Aco©= Lid
/ ACrCc-3 Riser
Otacanneat Thmtuo VaNo Xy
Tank
0o now crow
Chock Valve
To
From t10Pw rw1*--?
Pump On
A*Mon
sJ
Whimum Fluld Laval
Float Switch= /
Pump Qq ti
" - Anti-alphon Hole
?', nrno
rWROWDI K
. .
TYPICAL MOUND CONFIGURATION
n.&.+ Wdth 00
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®® Tronch Bottom from NGL
Specifications for this permitted system:
PINA08-72-17
Racord #:Lot 17118 combination
Baso Width:43.5'
Base Longth:102.0'
Crown Wldth:31.5'
Crown Longth:90.0'
LIno Spacing:5'
Lino Lon8th:80'
Slopo Run:B.O'
Mound Hol0ht:10"
Tronch Bottom from NGL:O"
It of Latorala:5
Tronch Wldtb:'!.5'
Enter the text you want to appear on Line 01 here.
Enter the text you want to appear on Line- M here.
Enter the text you want to appear on Line f here.
Enter the text you want to-appear on Line 04 here.
P114;1(00-72.17 Rocord #:Lot 17110 combination Dato:11-30.2004
LOW Pncasum POO
Mound Specifications
Trench Depth (IN):10
Alound Haight above Natural Groupd Laval (!11):10
Trench Bottom abovo Natural Ground Laval UN):0
Crown Aroa:31.5' x 90.0'
Banal Ama:43.5' x 102.0'
013k natural ground ourfaco thoroughly before mound Installatlon.
, . . .
Approximately 200 cubic yards will,.bo.noodod for mound fill & covor...
Pumped System Specifications
Pump and septic tents to tm vtatortiaht T11th rthcra on an ch-^mbcro.
Pump cotup.throadod untou (grrlck diccnaoc#- b :1 or Qnto valve. P!::3 chrsck V;av0.
all In place In supply Gno bo"p. '
Pump Capacity (GP_M:20 0.0 foot total hoed
On-off f?taotforY%ch dr2wdown at about 2 tech= above pump to alloy
pump tD rornab tsu =r0od.
Sat alarm I inch abova' on-off floatto allow maxhpum storage capacity. Appx 24 hrs.
Syu=n, lzsatforadozo,r.f=sr", ) BO 6ALLON%
Pump run tMio (r M1d,1:r* 6 M/
Supply Mo (3clt 40 PVC) plpo dlamotor (111):2
Mritfold (Sch 40 PVC) ptpo diameter (121):2.00
Latoraf3 (Sch 40 PVC) Alpo dlamotor(IN):1.25
Lateral spacing (FT):5
Troach whltb (FT);15
Trench Bottom relative to Natural Ground Laval (UJ):0
Halo-to-hole spacing (M-.W
Hole to-tatoral and spacing (F"f):7*V
tlumbor of hobs par t'.no.11
Holo dlamolar (1N)W2
Turn-apa atsrd of =rats cocc==V.
'Cortfflod malntcnaneo entity contract ruquirod
'Etoctdcal Inspection by building Inspoctor neeoz=W for aff atectrfcal companon tz.
'Lond=,po systrra alga farawfaco watdrrrmoffand graze.
'Do not place ddvo orany bulldkr l oversystorn arna.
'Qbsorvo aHprvpcrsofb4cks:rcf.1WO
'Tanft tbo prtarpcd cfA==ap=t d ?s:y i rte:
'Disk nairaal ground bofore Inst zWon of any fi1L
`Alarm b pump on-off flouts must bo trlrod an scparato clrcurcz.
111 building area cxtrt.3ds Into system area this pormit tvh7bo Invalid.
*If any otherrogulacory egcncy dories pem tr forL rrd amarrtiorm as
descdbod btarchr, fbb post wM b€t ...U
N
Septic System Scaled
from permit for
Lamberth c/o Tidewater
Real Fstate dated
11/27/01.
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19
Notes:
Reference
1-B-37T,-Pg 247
DB 372, Pg 254
h`.
18
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Surveyor has made no independent search or
investigation for Rights-of-way or Easements
of record for streets, highway, public utilities
nor for encumbrances, restrictive covenants,
ownership, title or any other facts that may be
disclosed by a full and accurate title search.
This sun ey is of an existing parcel and does
not create a new street or change an existing one
Le>;end
iI - existing Iron Pin
Sip - Set Iron Pin
/
/ s
171-
Dwelling in bW _Setbacks'
Zonc Onc?;i996.9 Sq. Ft. \ . . ?y ..
Zone Two 2729.0 Sq. Ft.
o'. /
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Neuse River
M
b
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a
Atoll
S08°54'45"W 43.62'
S12°16'33"E 27.90'
S29°59'47"W 57.84'
SO l °41' 15"E 69.90'
S04°43'46"E 126.72'
S30°1 T01 "E 47.68'
S 12°27'34"E 66.03'
N59°22'32"W 20.73'
S84°30'40"W 32.35'
S57°03' 19"VV 36.38'
S48°32'46"W 43.1 1'
W 0' 100' 21
Scale: I" = ioor
J
6UU/IUUrt' JllTl'L'l'
I, Mark R. Lee, certify that this plat was drawn under my
ohn Cramer supervision Mom an actual survey, deed description(s) as
& Wife, shown hereon; that the error of closure is 1:10,000+; that the
boundaries not surveyed are shown as broken lines platted
Trersea Cramer from information found in deed books referenced hereon;
witness my original signature, registration number, and seal.
Lots 17 & 18, Neuse Winds Subdivision
Orchard Point Road
Oriental, Pamlico Co., North Carolina
e____t_wr??octn jar R. Lee, Projessional Land Surveyor L-2912
Mark R. Lee Date:
Professional Land Surveyor November 23, 2005
P.O. Box 303 Project #:

State of North Carolina County of Pamlico
I, ,Review officer of Pamlico County,
certt t at t e map or p at to which certification is affixed meets
all statutory requirements for recording.
051105
FnM h P=Ua Cc=f . W
sa On 07 2901 at = Ft
1:,:.J C Cep
EM 372 at omb
?i4ttil 372 PAGE

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ava ANC
28515
NORTH CAROLINA
PAHLICO COUNTY
THIS DEED, =ado and entered into this 3rd day of
December, 1999, by and between C. ALLEN PROPST, JR. and wife,
ANGELA P. PROPST, hereinafter called "grantors", and DONALD R.
LAHBERTH and wife, KARIIi G. MWERTH, 316 Hontpolior Drive,
Stafford, Virginia 22554, hereinafter called "grantees";
ff 3T- RrA Af RT 1f=
That grantors, for and in consideration of the eum of
ton dollars and other good and valuable considerations to than in
hand paid, the receipt of which is hereby acknowledged, have
bargained and sold, and by these presents do bargain, sell and
convoy to the said Donald R. Lamberth and wife; Karin G. La=berth
and their hairs and assigns, a eortaia lot or parcel of land in
number Two (2) Township, Pamlico County, north Carolina,
particularly described an follows
Lot Numbered Eighteen (18) which is shown on the swap
entitled 'PLAIT of unum: irwDs", prepared by Herbert J.
(Josh) Wobloc, Jr., RLS, which is recorded in Plat
Cabinet A, Slide 43-7, Pamlico County Registry.
Said lots are subject to the Restrictive Covenants dated
Juno 29, 1989, recorded in Book 261 at page 61, (ro-
reeorded in Book 260 at gaga 531), Pamlico County
Registry, and the amendments thereto recorded in Book
265 at page 26, Boob 273 at page 748, Book 311 at page
822 and Book 313 at page 239, paid registry, and the
Subdivision Street Disclosure Statement dated July 19,
1909, recordod in Book 261 at pago 380, said registry.
EXCEPTING all utility easomonts of record.
To HAVE AND TO HOLD the aforesaid lots or parcels of
land, together with all privileges and appurtonaneos tharounto
belonging, to the said Donald R. Lam arth and wife, Karin G.
Lamborth and their heirs and assigns, in fee simple forever.
And grantors, for themselves, their executors and
administrators, covenant with grantees and their heirs and
assigns, that they are seized of said premises in fee; that they
havo a perfect right to convey the oaIao in fee simple; that the
same are free and clear of all encumbrances whatsoever, except
those hareinabove stated; and that they will warrant and defend
the title to the some against tho lawful claims of all persons
whomsoever.
IN TESTIHDUY IMBREOP, grantors have hereunto not their
hands and adopted as their coals the typewritten word "SEAL"
appearing beside each no , the day and year first above written..

P orpl'
B u I L [--> c- f? s
22711 Hwy 55
PO Box 38
Oriental, NC 28571
[phone]
February 17, 2006
Re: DWQ Project # 20052174 - Pamlico County
John S. Cramer
55 Orchard Point Road
Oriental, NC
Dear Mr. Barnes,
FEB 2006

Per your request, I have enclosed a copy of the new septic permit for a 4 bedroom
house (the original was for 5 bedrooms) and an updated plat which shows the
location of the new septic field.
Just as information, lot 17 and lot 18 were each issued septic permits in 1995. In
2001, the former owner of the 2 lots had the septic permit reworked for a large 5
bedroom house which would have been situated on both lots.
If additional information is needed, you can reach me at my office (252-249-0177) or
on my cell phone [phone]). 1 can also be emailed at
ip [e-mail].
Sincerely,
Jerry Morgan
J.P. Morgan Builders, Inc.
PAMLICO COUNTY HEALTH DEPARTMENT
P.O. BOX 306
BAYBORO, N.C. 28515
14IMPROVEMENT PERMIT
won
Owner:c/o Jerry Morgan wal9id 5 yoars)
O'Ow_ner_Address: P.O. Box 30 +a-
Owner Address 2 :Oriental, NC 28571 i 723 ??
"Owner Phone #:[phone]
Property Address:Neuse Winds S/D -
o-Property Address(2):LOT'# 18
PIN : K08-72-17r
- - - Record #58321;

t * . , .... s * +.# • . ??= ='?
Establishment Type: Home
Type of Well:Public Well. ` ... ' '? ' . • .
.1"1.-......r. C1..... /r%mr AOf% If¦i i i -:f • • •: • f f.:i ? • -¦a y?
r
50.0 0 foot P' T
60.0-?? - •' 1
Volz
Repair Site.
Wastewater System:Low Pressure Pipe '
Long Term Acceptance Rate(GPD/SQFT):0.3
Trench Wdth:1.5 FT"!••.a.,, (60
' Ft'
lr;
Trench Spacing (00):5 FT
Trench Bottom From NGL:O IN
Mound Height: 18 IN "" ""--
Septic Tank Volume: 1000 GAL `-
...
Pump Tank Volume:1000 GAL
AN AUTHORIZATION TO CONSTRUCT MUST BE OBTAINED AND,,
:ALL FEES PAID PRIOR TO WASTEWATER SYSTEM INSTALLATION. .
rft t ! / f 1 /1 /"1 0%,0%J A A 1 •IP" r !
THE PAMLICO CO. HEALTH DEPARTMENT RESERVES THE RIGHT
TO REVOKE THIS PERMIT IF THE SITE IS ALTERED, INTENDED
,??r 1?-A? ?
-USE CHANGED, OR ANY INFORMATION IS FALSIFIED fa-f} l V 0 II?,A4B ,
.ANY CHANGES TO THIS PERMIT WILL REQUIRE A REDESIGN
PERMIT AND SUBSEQUENT FEE.
Authorized Agent: Z24:/? ??j?j,?N l 'r1524? Date 2/15/2006
Enter the text you want to appear on Line #1 here.
Enter the text you want to appear on Line #2 here.
Enter the text you want to appear on Line #3 here.
Enter the text you want to appear on Line #4 here.
PIN:K08-72=/8 Record #:58321 Date:02-15-2006
Low Pressure Pipe
Mound Specifications
Trench Depth (IN):18
Mound Height above Natural Ground Level (IN): 18
Trench Bottom above Natural Ground Level (IN):0
Crown Aroa:26.5' x 90.0'
Basal Aroa:38.5' x 102.0'
Disk natural ground surface thoroughly before mound installation.
Approximately 173 cubic yards will be needed for mound fill & cover.
Pumped System Specifications
Pump and septic tanks to be watertight with risers on all chambers.
Pump setup:throadod union (quick disconnect), ball or gate valve, plus check valve,
all in place in supply line set-up.
Pump Capacity (GPM):28 @10.0 feet total head
On-off float sot for 0 inch drawdown at about 2 inches above pump to allow
pump to remain submerged.
Sot alarm 1 inch above on-off float to allow maximum storage capacity. Appx 24 hrs.
System is sot for a dose of;4(rGal 16Q 0L.
Pump run time (MIN):8.6
Supply line (Sch 40 PVC) pipe diameter (IN):2
Manifold (Sch 40 PVC) pipe diameter (IN):2.00
Laterals (Sch 40 PVC) pipe diameter (IN):1.25
Lateral spacing (FT):5
Trench width (FT):1.5
Trench Bottom relative to Natural Ground Level (IN):0
Holo-to-hold spacing (FT):7'9"
Holo-to-latoral end spacing (FT):8'9"
Number of holes per lino:9
Hole diameter (IN):3/16
Turn-ups at end of laterals necessary.
*Certified maintenance entity contract required.
*Electrical inspection by building Inspector necessary foray electrical components.
*Landscape system area for surface water runoff and grass.
*Do not place drive or any building over system area.
*Observe all proper setbacks:ref.1950
*Tanks must be pumped clean as a part of any system repair.
*Disk natural ground before installation of any fill.
Warm & pump on-off floats must be wired on separate circuits.
*If building area extends into system area this permit will be invalid.
*lf any other regulatory agency denies permits for land alterations as
described herein, this permit will be invalid
EB 21 2006
Subject: DWQ20052174
From: Bev Strickland <[e-mail]>
Date: Tue, 06 Jun 2006 13:02:42 -0400
To: kyle barnes <[e-mail]>
In Bims it says that this project has been issued but...LOL...I do not have any project
information except for a on hold letter ...no application... no additional info and no
approval letter.
Can you help me out???
Thanks
Bev
O?O? W AT ?9PG
?2 M
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 31, 2006
DWQ Project # 20052174
Pamlico County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
#7003 3110 0002 0608 7594
JP Morgan Builders, Inc.
Attn: Jerry P Morgan
P.O. Box 38
Oriental, NC 28571
Subject Property: John S Cramer
55 Orchard Point Road
Oriental, NC
Neuse River Basin
REQUEST FOR MORE INFORMATION
` LY
FEB 6 ZOG5
_ ' f I <tU ' ITY
Dear Mr. Morgan:
On December 9, 2005 the Division of Water Quality (DWQ) Washington Regional Office received your
application in the form of a "General" Major Variance to impact 997 square feet of Zone 1 and 2729 square feet
of Zone 2 of the Neuse Riparian Buffer. The DWQ has determined that your application was incomplete and/or
provided inaccurate information as discussed below. The DWQ will require additional information in order to
process your application to impact the protected riparian buffer on the subject property. Therefore, unless we
receive the additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 213 .0233 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to review your
project.
Additional Information Requested:
1. Corrected Plat of the Property
Please provide a copy of the plat indicating that the impacts that you are requesting can be held to Lot
18. The current plat indicates that the septic field is located on both lots 18 and 17 therefore combining
both lots. As platted the requested impacts can be avoided be placing the dwelling on Lot 17. Please
provide information as to why these impacts cannot be avoided.
2. Septic Permit
Please provide a copy of a current septic permit. The copy of the permit that was submitted with the
application is not legible. The plat submitted with the application also indicates that the septic field is
placed within the riparian buffer, which is not an allowable placement.
North Carolina Division of Water Quality Internet: h2o.ennstate.nc.us
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled110% Post Consumer Paper
NorthCarolina
Aatumlly
The above requested information must be received in this office prior to March 10, 2006 or your application will
be returned as incomplete. Please send the requested information in writing to the attention of Kyle Barnes of
the DWQ Washington Regional Office.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or
protected buffers. Please be aware that any impacts requested within your application are not authorized (at
this time) by the DWQ. Please call Mr. Kyle Barnes at 252-948-3917 if you have any questions regarding or
would like to set up a meeting to discuss this matter.
Sincerely,
Al Hodge/Supervisor
Division of Water Quality
Washington Regional Office
cc: Cyndi Karoly, DWQ Central Office
File Copy
Filename: 20052174
?F WATF9
,? OG
P 7
O 'C
March 7, 2006
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-2174
Pamlico County
Mr. John S. Cramer
6234 McKnight Dr.
Lakewood, CA 90713
Certified Mail #7003 3110 0002 0608 7921
Subject Property: 55 Orchard Point Road
Oriental, NC 28571
Neuse River Basin
APPROVAL for the use of the "General" MAJOR VARIANCE; From the Neuse and Tar-Pamlico Riparian
Buffer Rules for the Construction of Residential Structures on Existing Lots within the Coastal Counties as
defined by the Coastal Area Management Act with Additional Conditions
Dear Mr. Mullin:
You have our approval, in accordance with the conditions listed below, to impact approximately 997 square
feet (ft2) of Zone I and 2729 square feet of impact to Zone II of the protected riparian buffers for the purpose
of constructing a dwelling on the subject property as described within your application dated November 18,
2005, and received in full on February 21, 2006. This letter shall act as your approval for the use of the
"General" Major Variance; From the Neuse River Riparian Buffer Rules for the Construction of Structures on
Existing Lots within the Coastal Counties as defined by the Coastal Area Management Act with ADDITIONAL
CONDITIONS as approved by the Water Quality Committee (WQC) of the Environmental Management
Commission (EMC) on May 10, 2001. In addition, you should get any other required federal, state or local
permits before you proceed with'your project including (but not limited to) Sediment and Erosion Control and
CAMA permits. This approval shall expire in five years from the date of this letter.
This approval is for the purpose and design that you described in your variance request. If you change your
project, you must notify us and you may be required to send us a new request for approval. If the property is
sold, the new owner must be given a copy of this approval and plat thereby assuming responsible for
complying with all conditions. This approval requires you to follow the conditions listed below.
AUG 2 5 2406
North Carolina Division of Water Quality Internet www.ncwaterguality.ora Y UEN - V AI trkr(VxTERB?CNOne
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone] ?T
1V O Carolliina
An Equal OpportunitylAffirmaM Action Employer- 50% Recyded110% Post Consumer Paper Nd&rally
The Additional Conditions of the Certification are:
1. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return the attached certificate of
completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 943 Washington
Square Mall, Washington, NC 27889.
2. Diffuse Flow
All new stormwater drainage shall be directed to vegetated areas as diffuse flow at non-erosive
velocities prior to entering the protected riparian buffers as identified within 15A NCAC 2B .0233(5).
No new ditching or piping of stormwater through the protected buffers is allowed
3. Buffer Mitigation (EEP/Restoration)
Option 1:
You are required to mitigate for Zone I impacts to the protected riparian buffers. The required area of
mitigation to compensate for impacts to the protected riparian buffers is 997 square feet as required
under this variance approval and 15A NCAC 2B .0233.You may make a payment into the Riparian
Buffer Restoration Fund administered by the NC Ecosystem Enhancement Program (EEP) to meet this
mitigation requirement. This has been determined by the DWQ to be a suitable method to meet the
mitigation requirement. In accordance with 15A NCAC 2B .0233, this contribution will satisfy our
compensatory mitigation requirements under ISA NCAC 2B .0233(9)(C). Until the EEP receives and
clears your check (made payable to: DENR -Ecosystem Enhancement Program Office), no impacts
specified in this variance approval shall occur. The EEP should be contacted at [phone] if you
have any questions concerning payment into the EEP. For accounting purposes, this variance
approval authorizes payment into the Riparian Buffer Restoration Fund to compensate for 997 ft2
of required riparian buffer mitigation for impacts to 997 ft2 of protected riparian buffers; 03-04-
10, 27-(118) river and subbasin."
Option 2:
The DWQ will accept an alternative method of mitigation (including but not limited to Buffer
Restoration or Enhancement) pursuant to the Buffer Mitigation Rule (15A NCAC 0213.0233) to satisfy
this mitigation requirement. If you choose to pursue this option, then you are required to submit in
writing a mitigation plan to the DWQ Wetlands/401 Unit/ Washington Regional Office for review and
approval. This plan should include a proposal to plant native species of hardwood trees with in the
riparian buffer area. For more information, please contact this office. No impacts shall occur to the
protected buffers until the mitigation plan is approved by the DWQ.

If you do not accept any of the conditions of this approval, you may ask for and adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings to:
6714 Mail Service Center, Raleigh, NC 27699-6714. This approval and its conditions are final and binding
unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under the Neuse River Riparian Buffer
Protection Rules (15A NCAC 213.0233 (9)(c)). Please contact Kyle Barnes at 252-948-3917 if you have any
questions or require copies of our rules or procedural materials.
Sincerely,
L ??
ervis or
Al H4eup?
Division of Water Quality
Surface Water Protection
Washington Regional Office
Enclosures: Certificate of Completion
Plat (drawing of impacts)
cc: DWQ WaRO Regional Office
DWQ Central Office, Ian McMillan
Central Files
Pamlico County Building Inspections
CAMA Morehead City

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Joh* Cramer & Wife,
r'rM
-9 Mrs U"Del (cram er
Lots 17 & 18 Neuse Winds Subdivision
Orchard Point Road
Oriental, Pamlico Co., North Carolina
Ma R. Lee Datc:
Professional Land Surveyor February 16, 2006
P.O. Box 303 Projcct #:
Arapahoe, NC 28510
Phone/Fax: [phone] 060201
I, Mark R. Lee, certify thin th" .Plat was dravffoYJnda my
supervision om an actualurv ?Reed descn tion(?) as
shown hereon; that the error-.of c da;1iirc i5 :] Q,?QO+? that the
boundaries not surveyed arc om informatio found in d e}d M ? d yj?rzi?????i1oXf hereon;l
fr
witness my original signature, reglstrationinumber, and seal.
Mark e, ro esseona Land-Surveyor State of North Carolina County of Pamlico
I, Review officer of Pamlico County,
certl Fff at t e map or pat to which certification is affixed meets
all statutory requirements for recording.
Notes:
Reference
IYB-J , I'g 247
DB 372, Pg 254
A.
Surveyor has made no independent search or
investigation for Rights-of-way or Easements
of record for streets, highway, public utilities
nor for encumbrances, restrictive covenants,
ownership, title or any other facts that ma be
disclosed by a full and accurate title search.
This survey is of an existing parcel and does
not create a new street or change an existing one
Lc a-nd
1 ti5w -Existing iron Pin
Sip - Set Iron Pin