20021021 Ver 1_COMPLETE FILE_20020624

Subject: Snell 02-1021
From: "Judi Heit" <[e-mail]>
Date: Thu, 6 May 2004 18:47:18 -0400
To: <[e-mail]>
Hi Bob,
Post-RO Fax Note 7671 Date 5,11-01 pages
?-
To c?Jct? Q?}
From &k. 2.Lfzeac;
Co./Dept. M`r;per \ Co. 'A
Phone# Phone#
duo
Fax # 0 kSA
-aM? _ P400
Fax #
I need a BIG favor. If you've got a copy of the survey that was attached to
Ms. Snell's variance, could you fax it to my.office at 252-249-2700.
THANKS!
Judi Heit
Mariner Realty
Oriental, NC
[e-mail]
-t:143/fe...
1 of 1 5/11/2004 4:09 PM
?OF94
WAT?
O G
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July 24, 2002
Mrs. Roxanne Snell (Owner)
5600 Earlton Court
Virginia Beach, VA 23464
DWQ Project #02-1021
Pamlico County
Page 1 of 2
Subject Properties: Lots 6 & 7, Bayview Estates S/D, Anna Lane, Merritt, NC
Ball Creek [03-04-13; 27-150-20; SA HOW (High Quality) NSW (Nutrient Sensitive)]
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 Mrs. Snell:
On July 12, 2002, Division of Water Quality (DWQ) Wetlands/401 Unit staff visited the subject property to aid in the review
of your variance request. It was determined that the lots could be developed without any impacts to Zone 1 of the
protected buffers. The DWQ has determined that you are eligible for the use of the general variance for impacts to Zone
2 of the protected buffers as described below.
You have our approval, in accordance with the conditions listed below, to impact approximately 2,050 ft2 of Zone 2 (only)
on Lot 6 and 1,600 ft2 of Zone 2 (only) on Lot 7 for the purpose of constructing the proposed single family homes and
garages on the subject properties as described within your application dated May 28, 2002. This letter shall act as your
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 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 is only valid for the purpose and design that you described in your variance request dated May 28, 2002
and your proposed site plans (see attached surveys) faxed to this office on July 3, 2002 except as modified in the
conditions below. 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 is thereby responsible for
complying with all conditions. For this approval to be valid, you must follow the conditions listed below.
Conditions
Alan W. Klimek, PE, Director
Division of Water Quality
No impacts shall occur to Zone 1 (i.e., 30 feet from the coastal wetland as delineated by the Division of
Coastal Management and/or surface water whichever is more landward) of the protected buffers (except
for "exempt" activities identified within 15A NCAC 2B .0233).
2. Stormwater shall be directed as diffuse flow at non-erosive velocities through the protected stream buffers
as identified within 15A NCAC 2B.0233(5). Roof drainage from the house shall be directed to vegetated
areas at non-erosive velocities prior to entering the protected riparian buffers. Any additional stormwater
located on the remainder of the property shall be directed as diffuse flow at non-erosive velocities prior to
entering the protected riparian buffers. No new ditching or piping of stormwater through the protected
buffers is allowed.
3. The outside boundary of Zone 1 shall be clearly marked with orange fabric fencing (or similar clearly
visible markers) for the length of the construction area that has been approved to infringe within the buffer
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
prior to and for the duration of any land disturbing activities to ensure compliance with 15A NCAC 2B
.0233.
4. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters
and protective buffers in order to assure compliance for future.wetland, water and buffer impact. These
mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved for
impact under this variance.
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, 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)(b)). Please call Mr. Bob Zarzecki at 919-733-9726 or Ms. Deborah Sawyer at 252-946-6481 if
you have any questions or require copies of our rules or procedural materials.
Sincerely,
Klime , .
r, DWQ
Attachments: Lot 6 & 7 Surveys with Proposed Site Plans stamped and initialed by DWQ staff on July 24, 2002
cc: Deborah Sawyer, DWQ Washington Regional Office
Tracey. Wheeler, DCM Morehead City District Office, 151-B Hwy. 24, Hestron Plaza II, Morehead City, NC 28557
File copy
Central Files
DW Q021021
July 24, 2002
bz
COPI EZ PAGE 02
17/03/2002 13:42 7577420-2760 _
;?..?, tUl_mlKOZevs.pt. 011..21$0110 IMPROVEMENT PERMIT
,ner-Ft0?CAIVNE SNEL,L walla INDEFINITELY
1!K ABd1'6141411:6600 EARLTON COURT
AddrSW2):VIR41NIA 6111ACH, VA 23494
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4 AUTHORIZATION TO CONSTRUCT MUST OR OBTAINED ANP
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SE GH EO! OR ANY: INFORMATION 13 FALSIFIED.
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Neer Actd^ E? W SMLTON COURT
IVner Ad,p (g):VIRGINIA BEACH. VA 2944A
wn?r pMne!1:(757) 479-"79
,opert7 Addreee'BAR'VISw ESTATES - LOT* 7
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COPI EZ PAGE 03
IMPROV EMEN rMT PERMIT
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13 5 ?/ USE CHANGED. OR ANY INFOFIMATION IS FALSIFIED.
ANY To THIS PERMIT' WILL REQUIRE A REDESIGN PERMIT
/? ? ? .. _ ?. AND SUBSEQUENT FEE.
Authorfzed Agent,
r WILIARD WALTER-COLS ill. R8

OFFICE USE ONLY: Date Received Request #
State of North Carolina
Department of Environment and Natural Resources 021021
Division of Water Quality
"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.
1 a/*'Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC.0233)
o Tar-Pamlico River Basin: Nutrient Sensitive Waters Management
Strategy Protection and Maintenance of Riparian Areas Rule (15A
NCAC.0259)
........................
,.-.. ;i?+a'S9.'S'S?rse''il.`'+??aa?+ri?A&kr?b&`?n`Erzciib:vi»
NOTE.
To constitute a complete application, all f the information requested in this form
must be provided. Incomplete applica swill 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 401/Wetiands 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)
s name (the corporation, individual, etc. who owns the property):
2. Print Owner/Signing Official (person gaily responsible for the property and its compliance)
Name: _ &fX?'?'E J?c?4-
Title: /hit C
Street address: 7'
City, State, Zip:
Telephone: (.Z? J y7 9 - ?G j
Fax: L ................)
C'ti1 A ! r,-
3. Contact person who can answer quest ns 'about the proposed project:
Name:
Telephone: (.15!]...J G
Fax:
"General' Variance Application Form
Version 1: May 2001

Email:Q/Y?,P ?? ?i ?I?iL < <'errt
4. Project Name (Subdivision, facility, or establishment name - consistent with project name on
plans, Rpecifigations, letters, operationand maintenance agreements, etc.):
5. Project Location:
Street address:
City, State, Zip:
County:
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):
&eI72 O s,2 /3??(? S/GiY •_4?+vd?ECV Fsr rE c ?f?o? c? ,PoAO 7Wg- AVE
7. Stream to be impacted by the proposed activity:
Strearq name.{for unnamgd stregjns label as "UT" to the nearest named stream):
9 Stream classification [as identified within the Schedule of Classifications 15A
euse or.0316 (Tar-Pamlico)]:
8. Which of the following permits/approvals will be required or have been received already for
this project?
Required: Received: Date received: Permit Type:
CAMA Major
? CAMA Minor
401 Certification/404 Permit
?7 ? 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 fe.:
U//LL 65 fiZ40 T Sat. fV f97- A s?G?'iGic?>>CD?S. ?BF1?C?1m? ?/NGGE F?rni1 y ?IOysE
N ?,?" ?AtG! LoT -Olt E f. Gam, ?6E 9r?a ay sire ?9s r?ftT?,e sElone s ysTF?
Genera Variance Applica ion orm, page 2No D9TU28An%E' 4'-;- lelA4&1gn1 '&17 jam, W6e!-2'_,0
2B .0315
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:
ey-Z,-r
s/cN1,14"7ty moeE ?x? sidE J rr o,?acrH9L p ins .4a? /vg,"60s f
/!/?i? i /?uzC?iBS D /n! /ff /, 67- ? 15 f? Lo.?G Ny2Q® Vi?? cg t?r7V A7Th;Z. siDOi
3. escnption oT any best management practices to be used`foPcE/ontro impacts assoda ed with, , k
the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow,1y 1w11xa,- ¢-
re7planting vegetation or enhancement of existing vegetation, etc.): ??rAw?ty F,CeyJ
---41wi?l7t,- -/ v.,y C?sev
l?in.Pc??? ?.? ?-oc?v ?v,?y < nocvc?vr- ?ii?ml?o ?Pns??.v ?, R

4. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this

gyo b yk e?y'r FYr1V sEC? J?cEm' ?VA5,zry 9i- ti?
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 nun 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
a Lots .
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):
Mailing address:
"General" Variance Application Form, page 3
WArN Ac QrF? u???r?na.?s ?if}icH A?t'n/oc,? ?vm?c?r? /FF? n-r
? o /i??,9cr" o?? 3t/PF?2 5
(2) How these difficulties or hardships result from conditions that are unique to the property
(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.
.n J ) - - - - .f' i. -- - n //, - .- --•
City, State, Zip:
Telephone:
Fax:
Email:
Part. 5: Applicant's Certification
1, 6 AWW ? LZZ- (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 in conformance with the approved plans and that the
deed restrictions in accordance with Part 5 of this form will be recorded with all required permit
conditions.
Signature:
Date:
Title:
NC Division of Water Quality (DWQ)
401 Wetlands Certification Unit
2321 Crabtree Blvd. (LOCATION)
1650 Mail Service Center (MAILING ADDRESS)
Raleigh, NC 27699-1650
[phone] (phone)
http:ilh2o.enr.state.nc.us/ncwetiands/
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
General Number. [phone]
hftp://www.saw.usace.army.miliwetiands/regtour.htm
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
Post Office Box 1000
Washington, North Carolina 27889-1000
General Number. [phone]
http:/twww.saw.usace.army.miliwetiands/regtour.htm
Washington District Office
Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
phone: [phone]
Morehead City District Office
Division of Coastal Management
151-B Highway 24
Morehead City, NC 28557
phone: [phone]
"General" Variance Application Form, page 4
_ --.?+.??•?
07,103!2002 13:42 757-420-2760 COPI EZ PAGE 02
I W-m1Ro2.6P6.pW 06-21.2000 IMPROVEMENT PERMIT
C)vIR76?RQNH SWELL VALID INDEFINITELY
0,,nW??66VIRGIN1A BEACH, VA 23494
awnai Addrap(3Y
awns Phone B:(737) 47$4079 '!S?' c S (p?pffty p ?nrs(2) ANNA LANEAFLORENr-P- .
FMN;KOW-A" BAWIEW ESTATES SID /fir ?Z rU(? 1
R ccM *45250 LOT# 6 - 2.28 ACRES ?
E6tmoghmont TypWHOME
Type of Wefl:PUBLfC
Deelyn Flaw (opo):480
initial Site 1
Wastewater Sy.Aem:Cor vent ional Pipe
Long Term Acceptance Rate(GPD/SOF
Trench WIdth:3 FT
Trench Spacing (00)78 F7
Trench 130"om From NGL:-18 IN
Septic Tank Vow":Iow GAL
Repair Site
Wastewater 5yeteMLow Pressure Pipe
Lang Term Acceptance A9te(GPD15oFT):0.25
Trench WidthA.S FT
Trench Spactna (Or-):5 FT
Trench Bottom From NGL.A IN
iuouno Height: Ia IN
Septic Tank Vaiume:I 000 GAL
Pump Tank VdumoA 000 GAL
'e
AN AUTHORIZATION TO CONSTRUCT MUST 9E OBTAINF-0 AND
ALL FEES PAID PRIOR TO WASTEWATER SYSTEM INSTALLATION
ANY CHANGES TO THIS PERMIT WILL REQUIRE A REDESIGN PERMFT
AND $UBUE43UENT FEE.
THE PAMLICO CO. HF-ALTH oEPARIWIENT REBeRVE3 THE
TO Ar=VOKr= THIS PP-iR?Al']F THE SITE USE CHANGED, OR ANY INFORMATION 13 FALSIFIED. _.o
a`ft ' Rlw Iar%1 7fe ,5'fl"eef
so, SEPTIC 3YSTEN, $ETgarlt LIKE . . .
& 50' 'C"' RIPARIAN BUFFER LINE
I W SA WATER SE'MACK ?••••^• ?•'•••, ,•••"'••
ti! (SEPTIC SYSTE7N)
1
7s cAnu AEC LINE - - - -
&HI.FLDN+ G .SETBACK LI NE
CAS
oROP 1,04E .;, OITCIi OFTSACK:}
(SEPTIC SYSTEM)
Authorized Agent_
(ALTER COLE 1A. RS
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MZI
133.33 f4rst
1:1000
Date 8/21/2000
07103/2002 13:42 757-420-2760 COPI EZ PAGE 03
?: r. ?-,,..ply-+ ?.?• ? _•? IMPROVEMENT PERMIT
Owner.R0XAAbVjF SNELL VALID INUP.PINITELY
Owner Adanedm$O W EARLTON COURT
owner Adtlrcse(2):VIRGINIA BEACH. VA 23464
owner Phone *:[phone]
Property Addrese:BAYVIEW ESTATES - LOT# 7
Plnoe+'ty Addresr(2):ANNA LANE - FLORENCE
PIN: M-60-7
Record 9"250 ?1? 1 tIC s 5
EskWAvhmm t Type:HOME
Type of Wee:PUBLIG ?` l n.FsC' 4tr_ y,'? 4 C
design Flow (GPD): 460 1 W + n, ??? ?. °f 5 l c 114
hnNal Sias & Repair -A* ? ? w 41 W
WaatawMert8yown:Law PressurePipp
LOM Term Acceptance RaWGPDl3CFT):0.1e ' ^P) dry ,
awl
TF*rm;b VAde1:1.5 FT a
4
TrsIIEh Spacing (OC):+O.tI PT
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PUMP Talk V421UrTIY:+000 GAL t
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1:720 r'?•i
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4 BEDROOM
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WTHORRATION TO CONSTRUCT MUST OE OBTAINED AND
FEES PAID PRIOR TO WASTEWATER SYSTEM INSTALLATION
N?* _???' ' V' f THE PAMUCO CO. HEALTH D6PAI T kAENT RESERVES TIC RIGHT
l ` Td REVOKE'THIS PERMIT IF THE $ITE IS ALTERED, INTENDED
rr USE CHANGED. OR ANY INIcORINATION IS FALSIFIED.
hV+ ANY CHAN//GE$ Tp THI PERMIry WILL REQUIRE A REDESK3N PERMIT
pfzi VA r _ AND 9EQUENT FEESl.
YMr4? ?
Authorized Agent= C)ate &27/2000
WILLARD WALTER-COLE Ill. R8
r
07/03/2002 13:42 757-420-2760 COPI EZ PAGE 01601 FaxNumber F /"L7 m / DX iyiY ?Y G r ofpavs to fallow this sheet-: ;? O
Message:
?? ? ??? - ?/,S?/, ??9/? /S G?D??•e ?? Cad FbTr????, rr-t
Picture-Me-Perfect Computer Images, Inc. t/a
?I
538$ Temps River Drive, Suite 107
Virginia Beach, VA. 23464
Phone: [phone]
F= [phone]
Triage Check List
Date:
To: ?RRO Steve Mitchell
?FRO Ken Averitte
Lf3WeRO Deborah Sawyer
?WiRO Joanne Steenhuis
?WSRO Jennifer Frye
CARO Mike Parker
?MRO Pote Colwell
Project NameA
DWQ Project Number D Z- ? a Z
County--c d r
From: -&b 'b _• t?' _ Telephone (919) 733- -11TL
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USGW topo maps
inimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamilco, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
ACheck drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concerns
021021
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ISSUED TO: Roxanna Snell PERMIT # 4953
IMPROVEMENTS PERMIT
Permit valid for 5 years
PAMLICO -ENVIRONMENTAL HEALTH SECTION
BAYBORO, NORTH CAROLINA 28515
ADDRESS: 5600 Earlton Court RECORD # 4953
Virginia Beach VA 23464 MAP #
SUBDIVISION:
TOWN:
LOCATION DI&
LOT # 7
SR # 1324
THIS PERMIT IS HEREBY ISSUED TO SERVE A:
HOUSE (XXX) MOBILE HOME ( ) OTHER t )
#BEDROOMS: 4 #FACTORS
WATER SUPPLY: (X) PUALIC 10 feet
OR ( ) PRIVATE feet from any part of septic system
SITE CLASSIFICATION: ( ) SUITABLE (XXX) PROVISIONALLY SUITABLE
* LAND DRAINAGE: ( } SUGGESTED t ) NECESSARY
E ) DITCH NECESSARY t ) SUB-SURFACE TILE NECESSARY set deep
and ( ) TRENCH ROCKED TO WITHIN 1'OF GROUND SURFACE
and t ) WITH POLYURITHANE CURTAIN: FRENCH DRAIN
and t ) FINISHED AT OUTFALL W/ SOLID PIPE & SCREEN
and t ) FINISHED AT OUTFALL W/ BACKFLOW PREVENTER
* DESIGN:
( ) LOCATION OPTIONAL (XXX) LOCATION AS SPECIFIED ON PLOT PLAN
( ) CONVENTIONAL SYSTEM:(ref.1955) 18"X 3'trench, rock 12"deep
(XXX) LINE SPACING nitrification lines on IO'centers
( } SHALLOW SYSTEM:(re€.1956) trench " wide, rock 12"deep,
*** add fill = 6" soil cover, rock to natural ground surface
(XXX) MOUND SYSTEM;(ref.1950b) trench 18"'d-eep & 18 " wide in
suitable fill extending 11 ' beyond any part of system
I2" = depth of FILL; pump necessary if unable to gravity feed
(XXX) LPP SYSTEM:(ref.1957) see comments for design criteria
( ) BED SYSTEM:(ref.1955d) see comments for design criteria
( ) OFF-SITE DISPOSAL:(ref.1957) see comments for design notes
1000 gal SEPTIC TANK 1000 gal PUMP TANK t ) GREASE TRAP
1365 SQUARE FEET NITRIFICATION FIELD or NITRIFICATION BED
910 LINEAR FEET NITRIFICATION LINE; 14( 65') or ( ')
(XX) COMMENTS: GENERAL:
(XXX) CONTRACT WITH CERTIFIED OPERATOR REQUIRED FOR tX)INITIAL(X)REPAIR
(XX) COMMENTS: MOUNDED SYSTEM: HEIGHT = 12 "
BASAL AREA ; 152' X 87 CROWN AREA: 140' X 75 '

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PAMLICO COUNTY HEALTH DEPARTMENT
ENVIRONMENTAL HEALTH SECTION
BAYBORO, NORTH CAROLINA 28515
IMPROVEMENTS PERMIT
Permit Valid for 5 years
ISSUED TO: ROBE??T ARTH1:1
PERMIT #3
ADDRESS: RT 1 BOX 160
- RECORD # 1686
MERRITT NC
PHONE #
MAP #_ K052-58-(=
REGISTERED PLAT: MAP BOOK _
REGISTERED DEED: DEED BOOK PAGE DATE
SUBDIVISION: PAGE_ DATE '
BAYVIEW LOT #
TOWN: FLORENCE 6"4
LOCATION DIRECTIONS NORTH OFF SR 1324 @ SIGN# 2--__
WATER SUPPLY: (x) PUBLIC
OR (x) PRIVATE loo feet from any part of septic system
HOUSE ( X ) OR MOBILE HOME ( X ) OTHER ( )
#BEDROOMS 3 #BATHROOMS•
*FACTORS
CLASSIFICATION: ( ) SUITABLE ( X ) PROVISIONALLY SUITABLE
LAND DRAINAGE: ( ) SUGGESTED
( ) DITCH NECESSARY ( ) NECESSARY
( ) SUB-SURFACE TILE set deep
and ( ) TRENCH ROCKED'TO WITHIN 1'OF GROUND SURFACE
and ( ) WITH POLYURITHANE CURTAIN: FRENCH DRAIN
and ( ) FINISHED AT OUTFALL W/ SOLID PIPE dr SCREEN
and ( ) FINISHED AT 0-UTFALL W/ CHECK VALVE
If land drainage is necessary, you may need to contact o
appropriate CAMA f r
permits: Ref: Building Inspections Department
DESIGN:( ) LOCATION OPTIONAL ( X ) LOCATION AS SPECIFIED ON PLOT PLAN
( ) CONVENTIONAL SYSTEM:(ref.1955 1"
n itrification lines8on 9'tcentersrock 12"deep
( X ) SHALLOW SYSTEM:(ref.1956) 12"X 3' trench, rock 12"deep, 6"
soil cover, rot'k to natural ground surface
( ) MOUND SYSTEM:(ref.1950b) 18"X 3'trench in suitable fill
extending 25' beyond any part of the system
depth of FILL; pump necessary if unable to gravity feed
if fill material is prescribed, you may need to contact The Army
Corps of Engineers for- appropriate permits: Ref: Build. Insp.
( ) LPP SYSTEM:(ref.1957) see comments for design criteria
( ) BED SYSTEM:(ref.1955d) see comments for design criteria
( ) OFF-SITE DISPOSAL:(ref.1957) see comments for design notes
1000 gal SEPTIC TANK GAL PUMP TANK NECESSARY
600 SQUARE FEET NITRIFICATION FIELD or NITRIFICATION BED
200 LINEAR FEET NITRIFICATION LINE;
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t , b Y' ? 4t x 51
TANK SINCE LOCATION 0? jkgAf ARBA-AILL'• REQVIBHI THAT,1 E SYSTEM
at t B8`•Pkgssygrls IF: A REPAIC-451 6VER M6EQED ; SYSTBM LOCATION: IS._
SPECIFIC AND 4gPAG = IS' gX?'!?$l?ELY LIMITED SETBACKS 9HOOLI?
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9e "
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OR PLACED. INTO USE AND -NO; ELECTRICAL CONNECT IONSHALL?BBAD`
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ISSUED TO: Roxanne Snell PERMIT *_4953 A
IMPROVEMENTS PERMIT
Permit valid for 5 years
PAMLICO COUNTY HEALTH DEPARTMENT
ENVIRONMENTAL HEALTH SECTION
BAYBORO, NORTH CAROLINA 28515
ADDRESS: 5600 Earlyon Court RECORD # 4953
Virginia Beach VA 23464 MAP # K 052-58-6
SUBDIVISION:
TOWN:
LOCATION DIF
LOT # 6
SR # 1324
THIS PERMIT IS HEREBY ISSUED TO SERVE A:
HOUSE (XXX) MOBILE HOME ( ) OTHER ( )
#BEDROOMS: 4 #FACTORS
WATER SUPPLY: (x) PUBLIC 10 feet
OR ( ) PRIVATE feet from any part of septic system
SITE CLASSIFICATION: t ) SUITABLE (XXX) PROVISIONALLY SUITABLE
LAND DRAINAGE: ( ) SUGGESTED ( ) NECESSARY
t ) DITCH NECESSARY ( } SUB-SURFACE TILE NECESSARY set deep
and ( } TRENCH ROCKED TO WITHIN 1'OF GROUND SURFACE
and ( ) WITH POLYURITHANE CURTAIN: FRENCH DRAIN
and ( ) FINISHED AT QUTFALL W/ SOLID PIPE & SCREEN
and ( ) FINISHED AT OUTFALL W/ BACKFLOW PREVENTER
3 DESIGN:
( ) LOCATION OPTIONAL (XXX) LOCATION AS SPECIFIED ON PLOT PLAN
t ) CONVENTIONAL SYSTEM:(ref.1955) 18"X 3'trench, rock 12"deep
(XXX) LINE SPACING nitrification lines on 9 'centers
(XXX) SHALLOW SYSTEM:(ref.1956) trench 36" wide, rock 12"deep,
*** add fill = 6" soil cover, rock to natural ground surface
( ) MOUND SYSTEM:(ref.1950b) trench 18" deep & it wide in
suitable fill extending ' beyond any part of system
611 depth of FILL; pump necessary if unable to gravity feed
( ) LPP SYSTEM:(ref.1957) see.comments for design criteria
( ) BED SYSTEM:(ref.1955d) see comments for design criteria
(XXX) OFF-SITE DISPOSAL:(ref.1957) see comments for design notes
1000 gal SEPTIC TANK 1000 gal PUMP TANK REPAIR
960 SQUARE FEET NITRIFICATION FIELD or NITRIFICATION BED
320 LINEAR FEET NITRIFICATION LINE; 4(80 ') or ( ')
( ) COMMENTS: GENERAL:
( ) CONTRACT WITH CERTIFIED OPERATOR REQUIRED FOR ( )INITIAL( )REPAIR
COMMENTS: MOUNDED SYSTEM: HEIGHT = "
BASAL AREA : ' X ' CROWN AREA: X '

yw?n?
ADDITIONAL FOR ALL SYSTEMS:
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.
DISC NATURAL GROUND BEFORE INSTALLATION OF ANY FILL
ALARM & ON-OFF FLOAT; ON PUMPS MUST BE ON SEPARATE CIRCUITS
IF BUILDING AREA EXTENDS INTO SYSTEM AREA THIS PERMIT WILL BE INVALID
g IF ANY OTHER REGULATORY AGENCY DENIES PERMITS FOR LAND ALTERATIONS AS
DESCRIBED HEREIN, THIS PERMIT WILL BE INVALID
PLOT PLAN MUST NOT BE ALTERED UNLESS BY SANITARIAN APPROVAL
ttt+tf+?ttttt?tt?att?tt?tt?,?tt PLOT PLAN ttt+t?tt#txttt?+?r+ttt,?????,t?
<ti ? 6
?° 5ti? ? ohrM
. ? i i
?G
TE S_
DAVID I. STEIN
ENVIRONMENTAL HEALTH SPECIALIST
ALL SEPTIC SYSTEMS MUST BE INSPECTED & RECEIVE APPROVAL BY THE LOCAL HEALTH
DEPARTMENT BEFORE BEING COVERED OR PLACED INTO USE AND NO ELECTRICAL
CONNECTION SHALL BE ALLOWED UNTIL APPROVAL HAS BEEN RECEIVED. (GS 130A)
A PLOT PLAN (TO SCALE) SHOWING ALL BUILDINGS, DRIVEWAYS, WATER LINES & SEPTIC
SYSTEM LOCATIONS MUST BE APPROVED BY THE ENVIRONMENTAL HEALTH DEPARTMENT
PRIOR TO RECEIVING A BUILDING PERMIT.
Owner.-ROXANNE SNELL
Owner Address:5600 EARLTON COURT
Owner Address(2):VIRGINIA BEACH, VA 23464
Owner Phone #:[phone]
Property Address:BAYVIEW ESTATES - LOT# 6
Property Address(2):ANNA LANE - FLORENCE
PINX052-60-6
Record 745250
Establishment Type:HOME
Type of WeII:PUBLIC
Design Flow (GPD):480 .
BAYVIEW ESTATES SID
LOT# 6 - 2<28 ACRES
Initial Site
wastewater System:Conventional Pipe
Long Term Acceptance Rate(GPD/SQFT):0.5
Trench Width:3 FT
Trench Spacing (OC):9 FT
Trench Bottom From NGL:-18 IN
Septic Tank Volume:1000 GAL
Repair Site
Wastewater System: Low Pressure Pipe
Long Term Acceptance Rate(GPO/SQFT):0.25
Trench Width:1.5 FT
Trench Spacing (OC):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
ANY CHANGES TO THIS PERMIT WILL REQUIRE A REDESIGN PERMIT
AND SUBSEQUENT FEE.
O
THE PAMLICO CO. HEALTH DEPARTMENT RESERVES THE RIGHT
TO REVOKE THIS PERMIT IF THE SITE IS ALTERED, INTENDED--
USE CHANGED, OR ANY INFORMATION IS FALSIFIED. ? ??
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2500 SO. FT
4BEDROOM
DWELLING

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VALID INDEFINITELY
SA WA
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7100

- - AIR - = i - t°•' so??
r V ? , - ? : REp - ' 4u'
50 r RIW. Primle 5 reef
50' SEPTIC SYSTEM SETBACK LINE - - - - - - -
& 50' NCDWQ RIPARIAN BUFFER LINE
100' SA WATER SETBACK -
(SEPTIC SYSTEM
75' CAMA AEC LINE - - -
& BUILDING SETBACK LINE
83.33 feet
1:1000
PROP LINE & DITCH SETBACKS - - - - - - - - -
(SEPTIC SYSTEM)
v 7
Authorized Agent: Date 812112000.
WILLARD WALTER COLE III, RS

PINX052-60-6 GRAVITY FED SYSTEM
Record #:45250 (Not to Scale) f`
Line Length:80'
Number of Lines:4
r
Side View
Supply Line
(Minimum fall of 1" in 8 feet)
Septic Tank
Effluent Filter
Lateral (Maximum fall of 1" on 40 ft)
Distribution Box Nitrification Field
CONVENTIONAL PERFORATED PIPE
WITH DEEP PLACEMENT
PINA052-60-6 (Not to Scale)
Record #:45250
Line Length:80'
Number of Lines:4
Sectional View
4 (or 5) inch perforated pipe with
three 1/2 (or 3/4) inch diameter holes
on 4 inch centers along length of pipe
by
at least 6 inches of backtill
Ali

NATIVE SOIL
6 inches of crushed
rock under pipe
4 feet
12 " except in sand where 18" are required from seasonal high wetness condition
lem moo
Soil with unsuitable properties
Rock Size #'s 3,4,5,5.7 or 6 of ASTM D-448
PAMUCO COUNTY HEALTH DEPARTMENT
P.O. BOX 306 BAYBORO, NC 28515
ON-SITE WASTEWATER IMPROVEMENT PERM
DESIGN SPECIFICATIONS AND EXHIBITS
PINX052-60-6 Record #:45250 Date:08-21-2000
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 Area:26.5' x 106.0'
Basal Area:38.5' x 118.0'
Disk natural ground surface thoroughly before mound installation.
Approximately 202 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:threaded 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 set for 9 inch drawdown at about 2 inches above pump to allow
pump to remain submerged.
Set alarm 1 inch above on-off float to allow maximum storage capacity. Appx 24 hrs.
System is set for a dose of 240 Gal
Pump run time (MIN):8.6
Supply line (Sch 40 PVC) pipe diameter (IN):2
Manifold (Sch 40 PVC) pipe diameter (IN):1.50
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
Hole-to-hole spacing (FT):6'3"
Hole-to-lateral end spacing (FT):7'3"
Number of holes per line: 14
Hole diameter (IN):5/32
Turn-ups at end of laterals necessary.
*Certifted maintenance entity contract required.
*Electrical inspection by building inspector necessary for all 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 rill.
Warm & pump on-off floats must be wired on separate circuits.
*lf 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.

SINGLE PUMP FED SYSTEM
PIN:K052-60-6 (Not to Scale)
Record #:45250
Septic Tank Volume: 1000GAL
Pump Tank Volume:1000GAL
Supply Line
(Minimum fall of 1" in 8 feet)
Septic Tank Effluent Finer
Side View
Turn-Up

Lateral
(Maximum fall of 1" in 40 ft)
Nitrification Field
Manifold
Pump Pump Tank

TYPICAL MOUND CONFIGURATION
Base Width
• Crown Width •

•
•

• • •
i •

• L
ne
• •
Spacfng

•

• J

•

•

c?
H
G
s

E Slope Runes
Trench Bottom from NGL
Mound Height from NGL
Specifications for this permitted system:
PIN:K052-60-6
Record #:45250
Base Wdth:38.5'
Base Length: 118.0'
Crown Width:26.5'
Crown Length:106.0'
Line Spacing:6'
Line Length:96'
Slope Run:6.0'
Mound Height: 18"
Trench Bottom from NGL:O"
# of Laterals:4
Trench Width: IN
PINX052-60-6
Record #:45250
f
I
PUMP TANK
(Not to Scale)
Pump control circuits and
manual disconnects must
be installed in NEMA4X box
Pump Pump control box securely mounted near
Control pump & at least 12 inches above grade
Box Access Lid
Backflow Preventer
Disconnect
,`':. 90 Deg. Elbow
Access Riser

Valve(Ball or Gate)
Tank
From Septic Tank Field->
:<; Alarm On f°
Pump On?• Flow Back Into Pump Tank.
• Minimum Fluid Level
Float Switches /
Pump Off
SHUTTING VALVE FORCES
Pimp MORE FLUID AND
PRESSURE-INTO
NITRIFICATION FIELD
,,. 8" elnder b/ock i
lwu
H
f
LOW PRESSURE PIPE WITH MOUNDED PLACEMENT
(Not to Scale)
Top View
2 Compartment Septic Tank `Manifold
Access Riser
Pump o Turn-Up
Pump Tank Reducing Tee
PINX052-60-6 'Supply Line
Record #:45250
Line Length:95'
Number of Lines:4 Distribution Lateral
Mound Height above Natural Ground Level (IN): 18
Sectional View
Fill to 6 inches above rock
3 (or 4) inch Perforated Pipe Gravel Aggregate
\ (Size 3.4,5.5.7, or 6 from ASTM Standard 0-448)
Li
1.25" PVC Lateral
Native Soil
Seasonal wetness condition
Other unsuitable soil properties
4- Perforated Sleeve Turn-Up Protection Box
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Fil l to 6 inches above rock ^
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GraNal Ppgrag to

Turn-Up
Supply Manifold / NATIVE SOIL
Lateral Pipe
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