Nance, Joseph

J CAMA / DREDGE & FILL
Z
NO. 73292 A B F `1/ D
-. GENERAL PERMIT
Previous permit #
;New Modification _ Complete Reissue _ Partial Reissue
Date previous permit issued
As authorized by the State of North Carolina, Department of Environmental Quality
and the Coastal Resources Commission in an area of environmental concern pursuant
to 15A NCAC
Rules attached.
Applicant Name_. -
Project Location:
County ;��`tJt'-
%. ''
Street Address/ State
Road/ Lot #(s)__
Address' _J
State ziP-,
wa
City_
Phone # ( ) _ E-Mail
Subdivision
Authorized Agent _ .
City _
zip_
' CW EW C3-PTA ❑ ES ❑ PTS
Phone # ( )
_ River Basin
_'
Affected
- OEA HHF ❑ IH ❑ UBA ❑ N/A
Adj. Wtr. Body
- t t at man unknAEC(s):Closest
�'iv
_ Oki
Maj. Wtr. B`' «•, "'"
7
Type of Project/ Activity
Pier (dock) length
Fixed Platform(s) .j f
Floating Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length_
avg distance offshore
max distance offshore
Basin, channel
cubic yards_
Boat ramp
Boathouse/ Boatlift_
Beach Bulld
Other
Shoreline Length 1 %aw
SAV: not sure yes no
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes no
A building permit may be required by:
( Note Local Planning Jurisdiction)
Notes/ Special Conditions
M=
Agent or Applicant Printed Name
Sign, r Please read compliance statement on back of permit
App ication Fee(s) Check #
r3 V fa
i fN - '
(Scale: )
See note on back regarding River Basin rules.
fP ,
_ + _ —_ —
Permit Officer's Printed Name
Signat4re
Issuino xpira on Date

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar - Pamlico River Basin Buffer Rules Other:
Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Resources. Contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the
Wilmington Regional Office (910-796-7215) for more information on how to complywith these buffer rules.
Division of Coastal Management Offices
Morehead City Headquarters
400 Commerce Ave
Morehead City, NC 28557
252-808-2808/ 1-888ARCOAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -
North of New River Inlet- and Pamlico
Counties)
Elizabeth City District
401 S. Griffin St.
Ste. 300
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow - South of New River Inlet -
and Pender Counties)
http://portal.ncdenr.org/web/cm/dcm-home
Revised 7/06/ 17

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to I` �z �' . j f-\ C -t- 's
\\ (Name o Property Owner _
property located at I I L -Q- --S oaf` 6 A I
(Address, Lot, Nock, Road, etc.)
on in NC.
(Wa erbody) (City/Town a d/or County)
The applicant has described to me, as shown below, the development proposed at the above
location
4/ I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individual proposing development must fill in description below or attach a site drawing)
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement_
(Property Owner Information) (Adjacent Property Owner Information)
Si na re (71 ature *
P ' t or T e Name Print or T pe Name
ailing Addr,e s 1( mailing g Address
yJG r� L �Yd fV CP� Sf S 77 TQ�ila 2'I)� C-
City/state/Zip City/ telZip
Telephone Num4er/email address Telephone Numbgr/email address
-
Date Date- e\\jS
(Revisenug. 2014)
*Valid for one calendar year after signature* ct � ti01%
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ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
1 hereby certify that I own property adjacent to leh- Z o -" I
(Name of Property Owner)
property located at I ) L, � ; . ,, C
i (Address, Lot, Block, Load, etc.)
on 1,65 1�--V, , in (!v NE , N.C.
( terbody) (city/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above
locatign.
_�_ I have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(individual proposing development must Hit in description below or attach a site drawing)
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
IT-
1 do not wish to waive the 15' setback requirement.
q
operty Owner Information) (A nt Property Owner Information)
Lnatur i a
Pririntor�Tjype Name a Print or Type Name,
I /0 5 11 IS/-uc, a b r
Mailing Add ess Mailing Addre
DITIState2ip C' /�tate2i
qIyr �4'ZI p�10 o
Telepho t4urnbe / email ddress L
ephone be / email address
�p
Date Date * IV �Q
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"Valid for one calendar year after signature" (Revised Aug
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SET BACKS
FRONT: 30'
SIDE: 10'
REAR: 20'
ZONE
R-20
TRACT DATA
AREA: 21639.6 SQ. FEET
PIN NUMBER:535416933253
FLOOD MAP
PANEL 5364
MAP NUMBER: 37205354003
REVISED DATE: NOV. 3, 2005
ZONE: "AE"
TITLE REFERENCES
DB.1479, P.684
MB.39, P.101
THIS IS TO CERTIFY THAT THIS MAP IS A
TRUE REPRESENTATION OF THE PROPERTY
HEREON AS COMPILED BY ACTUAL SURVEY
OF THE PREMISES AND THAT THERE ARE NO
ENCROACHMENTS ACCORDING TO THE BEST
OF MY KNOWLEDGE, EXCEPT AS SHOWN. THE
ERROR OF CLOSURE IS ♦1: 10y00
BRENT A. LANIER PLS L-3611
FLOOD ZONE
E.I.S. "AE" IAO'
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N 84-56 21
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FLOOD ZONE
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50• SETBACK
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FLOOD ZONE
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'AE" 9.0'
SETBT`CK
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PROP05ED
FLOOD ZONE
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SHADED'X'
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GRAPHIC SCALE
30 s° 90Preliminary
NOT FOR CONSTRUCTION
(IN FEET) CONVEYANCE OR SALE
1" = 30' FOR REVIEW ONLY
v¢ixitt nAv
No ro sLUF
LEGEND:
E.I.S. EXISTING IRON STAKE
— — — HIGH WATER LINE
CANA LINE
FLOOD ZONE LINE
---- DITCH CENTER LINE
-- WETLAND DELINEATION LINE

7' IO'E 36.
33"E 9.97,
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Onslow County Health Department
234 Northwest Corridor Blvd
Jacksonville, North Carolina 28540
Phone: [phone] Fax: [phone]
IMPROVEMENT PERMIT
(GS 130A-336)
A building permit cannot be issued with only an Improvement Permit
Expiration: Valid For 5 Years From The Date of issuance 02/22t2018
Owner: WILLIAMS JOHN MILTON & JUDITH
Address: 113 LYDIA DR, SWANSBORO, NC 28584
Subdivision: Williamsport
Block:
Proposed Use: Single Family Residence
Location: Off of Hammocks Beach Road
System Type: 11
System Description: Conventional, Gravel Bed, Bed System
Lot Number: 13 Section:
Part: Tract:
Permit \o: 1.11fP-2018-00020
k\ortcl.:". 1 iI I \,.,%
Phase: 2
System Classification: c. Conventional system with shallow placement
Facility/Daily design flow: 3 Bedroom/ <360 GPD/ 6 Persons Max
System Information: 12' x 45' Conventional Bed with Gravity Dispersal for Initial. 450 Sq.Ft. Aerobic Drip with TS-11 Pre -Treatment for Repair.
REPAIR REQUIRES ENGINEERED PLANS.
LTAR : 1.0 gpd/sq. ft. Water Supply: Public
(SEE ATTACHED PAGES l - Z- of Z FOR ADDITIONAL PERMIT CONDITIONS)
Signed By: Andrew Lake ,�,� ,/ty Date: 02f22/2018
Tire issuance of this permit by the Onslow County llealth Department in no wav guarantees the issuance of other permits. The permit holder is responsible for
checking with appropriate governing bodies in meeting their requirements. This permit is subject to revocation if the site plan, plat. or the intended use
changes. This Improvement Permit shall not be affected by a change in ownership of the site. This permit is subject to compliance with the provisions of the
Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit.

OWNER: M/6TdN W/6C/4w _
ADDRESS: / . —wif .A*"
LOCATION: OGF of 0422 rj 00 � K 4D
PLOT PLAN
SCALE: 1 inch = ra feet
S t� 4 7W Clltb P9 v,Dvsn
1'�GT Pt N a�v � e�
2 01 2
Addendum to Permit # _fi�/r-.Ib/X-00020
Page _ (_ of ?-
ADDITIONAL PERMIT CONDPfM :
I . Do not park or drive on any part of the septic system or repair
area.
2. Nitrification trench aggregate shall be covered with straw.
untreated paper or other approved materials prior to final
cover / backfilling.
3. Do not install system under wet conditions.
4. Rock used in soil absorption systems shall be clean. washed
gravel or crushed stone and graded or size in accordance with
size numbers 3, 4, 5, 57, or 6 of ASTM.D-448 (standard sizes
of coarse aggregate) which is hereby adopted by reference in
accordance with G.S. 150 B-14 (c). Documentation of
aggregate size shall be available upon request.
5. Adhere to minimum setback requirements as stated in Rule
.1950 and .1951 of NC Laws and Rules for Sewaee
f reatment, and Disp2sal Systems (Article 11, G-S. Chapter
130A), unless otherwise indicated in this permit.
6. All pump tanks shall be tested for water tightness. in
addition. septic tanks may be subject to a water tightness test.
7. The septic tank is designed to receive sewage or wastewater
under gravity flow. However, if a system subject to the N.C.
Plumbing Code is used to pump raw sewage to the septic
tank, the sewage shall be reduced to gravity/non-turbulent
flow by approved means at the inlet of the septic tank.
8. An accepted wastewater system may also be installed in
accordance with the Accepted Wastewater System Approval
(AWWS-05-01 orAWWS-05-02). Maximum LTAR of 1.0
gpd / 112.
9. Run lines parallel to contour. System components represent
approximate contours only. The contractor must flag the
system prior to beginning the installation to insure that proper
grade is maintained.
10. A deeded and recorded map shall be submitted to the
Environmental Health Section of the Onslow Countv Health
Department PRIOR TO the issuance of the Construction
Authorization.
1 1. An APPROVED storrnwater plan shall be submitted to the
Environmental Health Section of the Onslow County Health
Department PRIOR TO issuance of a Construction
Authorization.
12. FOR DWELLING UNIT WASTEWATER SYSTEMS
ONLY — This wastewater system is designed only for the
number of bedrooms shown as bedrooms or sleeping rooms
on the building/floor plan approved by Onslow County Code
Enforcement. No other room or space may be relabeled as a
bedroom, used as a bedroom, or converted into a bedroom
without prior approval from Onslow, County Environmental
Health.
SYSTEM DESIGN
# BEDROOMS/ GPD:: -7'rfAf 7i64p,i
SYSTEM TYPE:JZ40W C'1%Ii V0.e E'E'
% REDUCTION: _ / %NE _.
LTAR: / a
SQ. FT. ry0 _ LINEAR FEET L 'Xf/l
OF LINES:
LENGTH EACH LINE:: yi •
TRENCH BOTTOM: It a b9X?f-r7
TRENCH WIDTH: 9it FEET W/ LINES
/VI/I FEET ON CENTER
REPAIR AREA: % -r&- %4E4K #'ice
?ill— r.4ae7rAxyr
L�itR a. d

Boring 1
t0/8_ /Od L
\ i7
Agcs6
"k / \ \ F 69
0-14" Light gray (10YR 7/2) loamy sand, granular, very friable, non -expansive.
14 40" Light yellowish brown (10YR 6/4) loamy sand, granular, very friable,
non -expansive with yellowish brown (10YR 518) and light brow i�h o
gray (10YR 6/2) mottles at 36". \� �r /• �
40-48 Light yellowish brown (10YR 6/4) sandy clay loam. sub -angular
blocky, firm, slightly expansive with yellowish brown (1 OYR 5/8) \ `�
and light brownish gray (10YR 6/2) mottles.
(Soil wetness condition: 36' 1 LTAR 1 0
OSoil boring location (approximate)
0-12" . Light gray (10YR 712) loamy sand, granular, very friable, non -expansive. pwE ? of
2-44' Light yellowish brown (10YR 6/4) loamy sand, granular, very friable: non -expansive with yellowish brown (10YR 5/8) mottles and soft Fe masses at 38
4-48" Yellowish brown (10YR 516) sandy loam/sandy clay loam, sub -angular blocky, friable. slightly expansive with yellowish brown (10YR 5/8) mottles
wetnesscondition: 38" (lateral movement) / LTAR 1 0
Bonng 2
i50,
O `2 ,ti0• A
1
S
Note: Site plan is not intended to support any Engineered
Option Permit. Onslow County and/or the State of
North Carolina hold all permitting authority.
Recommended System SMrificatiam
3 Bedroom Residence; 360 GPD (Gallons Per Day)
1000 Gallon Septic Tank (ST)
1000 Gallon Pump Tank (PT) if needed
LTAR 1.0
IM 540 Sq. Ft. Conventional bed system
12' x 45' Bed dimensions shown
Trench bottom depth 18" at deepest point
Repair; Install 1000 gallon pump tank (PT) and TS-II Pretreatment
450 Sq. Ft. Aerobic Drip System
12'x27.5' and 10' x 12' System Areas
Trench bottom depth 6"
LTAR 0.8
SC Waters
`54.49'36- E 33.77' Er
• •s
5' = P, —
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ID
is, DRjAGE EMENT
F/S S 59.20'44" w 81.62'
19 February 2018
Map adapted from previous survey by Lanier Surveying sated 1-16-2018
TITLE: Lot 13 Phase 2 Williamsport FIGURE:
Applied Resource Onslow County, NC
Management, F C. JOB: SCALE: DATE: DRAWN BY: 1
Hampstead, NC 28443 17311 1 "=40' 2/19/18 GY/VVDG

DEPARTMENT OF ENVIRONMENT, AND NATURAL RESOURCES Sheet 1 of
DIVISION OF ENVIRONMENTAL HEALTH Property ID #:
ON -SITE WASTEWATER SECTION ONSLOW COUNTY
SOIL/SITE EVALUATION
✓�_ / / for ON -SITE WASTEWATER SYSTEM
OWNER: _ /� A . �4(: a"''---- - - — -- APPLICANT:
ADDRESS: - - -
�_ .t-rL APPLICATION DATE: o/ f DATE EVALUATED: 01 /✓ �:
PROPOSED FACILITY: OPOSED D 'SIGN FLOW (.1949): J040 000 PROPERTY SIZE: L.-• &-w
P
LOCATION OF SITE: 0 —f /Pew_,Q PROPERTY RECORDED:
WATER SUPPLY: i Private ❑ Public r) Well F1 Spring 1_1 Other
ALUATION METHOD: ❑ Auger Boring C! Pit ❑ Cut
TYPE OF WASTEWATER: ❑ Sewage ❑ Industrial Process ❑ Mixed
P
R
O
F
I
L
E
#
.1940
LAND-
POSSITIOITIO N/
SLOPE%
HORI-
ZON
DEPTH
(TN.)
SOIL MORPHOLOGY
(.1941)
1941 .1941
STRUCTURE/ CONSISTENCE/
TEXTURE MINERALOGY
OTHER
PROFILE FACTORS
.1942 —
SOIL .1943 .1956 .1944
WETNESS/ SOIL SAPRO RESTR
COLOR DEPTH CLASS HORIZ
PROFILE
CLASS
& LTAR
r
LZ/
2
GC 'l
u-
v
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f
IJ/A
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i
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o_
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9Y- yJ.-
3
—
4
DESCRIPTION
INITIAL. SYSTEM
REPAIR SYSTEM
OTHER FACTORS (.1946):
SITE CLASSIFICATION(. 1948) _ s'
EVALUATED BY: 6401i1*1
OTHERS) PRESENT: `♦
r�
Available Space (.1945)
CY6 fGP.
YSo _r4F.
System Type(s)
J�*--yam
��
Site LTAR
lip
v
Comments:

Comments:
LEGEND
use the following standard abbreviations
LANDSCAPE POSITION
SOIL CONVENTIONAL LPP MINERALOGY/
GROUP TF.XTI REl J955
LIAR• .1"7 LTAR* CONSITENCE
STRUCTURE
CC Concave Slope)
CV Convex S
I S ( Loam) Sand 1.2 - 0 8 0.6 - 0A NEXP (Non -expansive)
(Loamy )
G (Single Grain)
D (Drainage Way)
SEXP (Slightly Expansive)
M (Massive)
DS (Debra Slump)
IXP (Expansive)
11 SL (Sandy Loam) 0.8 - 0.6 0.4 - 0.3
CR (Crumb)
GR (Granular)
FP (Flood Plain)
FS (Foot Slope)
L (Loam)
SBK (Subangular Blocky)
H (Head Slope)III
Si (Silt) 0 6 - 0.3 0.3 -- 0.15
ABK (Angular Blocky)
PL (Platy)
L (Linear Slope)
SiCL (Silty Clay Loam)
PR (Prismatic}
N (Nose Slope)
CL (Clay Loam)
R (Ridge)
SCL (Sandy Clay Loam)
S (Shoulder Slope)
SLC (Silt Loam Clay) MOIST
N ET
T Jerrace)
VFR ( Very Friable)
IV SC (Sandy Clay) 0.4 - 0.1 0.2 -- 0.05 FR (Friable)
NS (Non -Sticky)
SS (Slightly Sticky
Sic (Silty Clay) FI (Firm)
S (Sticky)
VFI (Very Firm v. Very Sticky)
VS (Very Sticky)
O (Organic) None EFI (Extremely Firm)
NP (Non -plastic)
NOT
` Adjust LTAR due to depth, consistence, structure, soil wetness, landscape, position, wastewater flow and quality.
SP (Slightly Plastic)
P (Plastic)
HORIZON DEPTH
In inches below natural soil surface
VP (Very Plastic)
DEPTH OF FILL
In inches from land surface
RESTRICTIVE HORIZON Thickness and depth from land surface
SAPROLITE
S (suitable) or U (unsuitable)
SOIL WETNESS
Inches from land surface to Get water or inches from land surface to soil colors with chromas 2 or less - record Munsell color chip designation
CLASSIFICATION
S (Suitable), PS (Provisionally Suitable), or U (Unsuitable)
Evaluation of saprolite shall be by pits
Long-term Acceptance Rate (LTAR): gal/da"I
Show profile locations and other site features (dimensions, reference or benchmark, and a North).