20050145 Ver 1_Complete File_20050125

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facillity'Name Marianella Marsiano
Project Number 05 0145
Recvd From APP
Received Date 1/25/05 Recvd By Region
Project Type single family home
J. Steenhuis
Fri Rerk
County Pender
County2
Region Wilmington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
N_ti lS riparian OO O 1 - 7-12 SA Tj7v F0.G24. 005 ?-
Mitigation Wetland
Mitigationtype Type Acres Feet
'I
t
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y ON
Recommendation: *Issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional] Office Page Number 1
Central Office
OF W ATFR Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
y Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 25, 2005
Mr. Mariannella Marsano
1018 Coregrass
Hampstead, NC 28443
Subject: 401 Water Quality Certification
Olde Point, Lot #250 Hampstead
DWQ Project #050145
Pender County
Dear Mr. Marsano:
The Wilmington Regional Office received your Pre Construction Notification application on
February 7, 2004 and the revised application on April 18, 2005 for 0.062 acre of,woland impact for a
single-family residence on your property located on Lot #250 Olde Point Subdivision (Ravenswood
Road) in Hampstead, Pender County. This office has no objection to your project as proposed. You are
authorized to proceed with the project, as described in the above-mentioned application and letter, under
the General Water Quality Certification # 3402 (attached). This Certification allows you to use your 404
Permit when the Corps of Engineers issues it. Written concurrence from DWQ is not required provided
that you can meet all of the conditions of the General Certification.
If at anytime during construction of your project you determine that you cannot meet these
conditions or if there are any additional impacts to wetlands or water quality not described in your
application, you must contact this office immediately.
3900.
I
If you have any questions concerning this matter, please do not hesitate to call me at (910)-395-
cc: Corps of Engineers Wilmington - Lillette Granade
1 G er i Unit, I aleig - Cyndi Xa€w
Land Management Group - Kim Williams
WiRO y
Sincerely,
oanne Steenhuis
Environmental Specialist III
Q
APR 2 7 2005
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service *A
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NMM
r
god 6l # Xax 2522
wfzn ' ?a2 Nadal a 2,8402
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Wdmix , ?IW28403
April 5, 2005
APR 1 2 2005
TO: Ms. Joanne Steenhuis
Division of Water Quality ? Ay nR
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Revised 401 Water Quality Certification Application for Marianella Marsano;
Olde Point, Lot 250, Hampstead ,
Pender County, NC
Dear Joanne:
YA~: 990-452-0009
56: 990-452-0060
After discussions with Lillette Grranade of the Corps, Melissa Teachey of the Pender County
HealthDepartment, and Eric Fuss with the Olde Point Homeowners Association, revisions to the site
plan for Lot 250 have been made. The house footprint has been relocated to reduce impacts, yet still
abide by the Olde Point Subdivision ordinance, which requires the front setback of a home to be similar
to adjacent homes. Because adjacent homes were measured to be approximately 75 feet from the road,
the house footprint for Lot 250 was redesigned to be 65' from the road. After making these changes,
wetland impacts are 0.062 acre.
The original application was submitted on January 196', 2005. The pages of the Pre-Construction
Notification form that have been revised (pgs. 7-10), the revised site plan, and the improvement permit
issued by the Pender County Health Department are enclosed for your review. Please contact me if you
have any questions. Thank you for your assistance with this project.
Sincerely,
Kim Williams
Wetland. Scientist
Encl.
C. Marianella Marsano
Ms. Cyndi Karoly, DWQ

Yod 6#m Xox 2522
Wd- m bW ", Ao2& 'eaiao,&w 28402
!I'WW2Y X4 vp1'- J'm'?
WgA& e uce Y"de 95
3805 W
Wdmiir?, W28408
TO: Ms. Lillette Granade
U.S. Army Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402-1890
April 5, 2005
RE: Revised NWP 18 Application for Marianella Marsano; Olde Point, Lot 250
Hampstead, Pender County, NC
Action ID#: 200500245
Dear Lillette:
Juan: 910-452-00"
Aar: 990-452-0060
M~.Any .nd
After discussions with Melissa Teachey of the Pender County Health Department, Eric Fuss
with the Olde Point Homeowners Association, and you, revisions to the site plan for Lot 250 have been
made.; The house footprint has been relocated to reduce impacts, yet still abide by the Olde Point
Subdivision ordinance, which requires the front setback of a home to be similar to adjacent homes.
Because adjacent homes were measured to be approximately 75 feet from the road, the house footprint
for Lot 250 was redesigned to be 65' from the road. After making these changes, wetland impacts are
0.062 acre.
The original application was submitted on January 19'h, 2005. The pages of the Pre-Construction
Notification form that have been revised (pgs. 7-10), the revised site plan, and the improvement permit
issued by the Pender County Health Department are enclosed for your review. Please contact me if you
have any questions. Thank you for your assistance with this project.
Sincfrely,
E_ tj'-j =----y
Kim Williams
Wetland Scientist
Encl.
C: Marianella Marsano
Ms. Joanne Steenhuis
10. Describe the overall project in detail, including the type of equipment to be used:
The applicant proposes to fill approximately 2677 ft2 of 404 wetlands for the R=ose of a
house pad, driveway and drain tile. Additional material may be trucked in if needed. A track
hoe and bulldozer will be used to level fill material. Silt fences will be used to reduce erosion
into adjacent wetlands. Because of the building setbacks and the location of the septic
system. the proposed site plan is the only alternative for the proposed 50' x 60' house
footprint.
11. Explain the purpose of the proposed work: To build a residential home.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Lillette Granade of the USACE delineated the 404 wetlands on site, and a map of the delineation
was sunned on December 10, 2004. USACE Action ID # 200500245. The wetland survey is
included in this application.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: The applicant proposes to impact
approximately 0.062 acre of 404 wetlands.
2. Individually list wetland impacts below:
Wetland Impact
Sits Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100 year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Fill 0.052 yes 70 Riparian Wetland
2 Drain tile 0.010 yes 70 Riparian Wetland

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditchhWdrainage, etc. For dams, separately list impacts due to both structure and flooding.
xs 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(F1Rly ), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
onl*e atb tp://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.304
Total area of wetland impact proposed: 0.062
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
* * Strmqu names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
doh named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.toaozone.com
ww Tpjmquest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation: N/A
If construction of a pond is proposed, associated wetland and. stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):.
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
In the site design of this proiect, wetland impacts were avoided and minimized to the maximum
extent practicable. Because of the Old Pointe building setbacks We front setback must be in line
VII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
hM://h2o.enr. state.nc.us/newetlands/aungide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because wetland impacts have been minimized to 0.062 acre no other mitigation is
proposed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
(919) 733-520$ to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
N 10.3542-E 17P
73.00'
EDGE OF SWAMP
IV 71'36'27"E
3.01 '
ErP 35
2. Proposed Drain Tile
(5' wide)
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to A
0 l LEGEND: a16
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RIGHT-OF-WAY
COITE'R LINE
PROPERTY- LINE
-f - - NON-Suj 1W= uNE
EASEMENT L?E
A3 404 WtrIANOS nAa NUMBER
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Proposed 404 wetland impacts (2677 sq. Ft)
SCALE I'= 60'
Maisano; Lot 250 Land Management Group, Inc
Ol4de Point S/D Faviramnenta Site plan showing proposed
Pen4er County, NC Wilmington, N.C. wetland Pacts.
April 2005 m
2
To
404 Wetlands to be filled (total wetland impact = 0.062 ac) Road
® Uplands to be filled
- Current elevation
--- New elevation
Horizontal Scale: 1" =10`
Note: Depicted elevations are estimates and are shown
only to give relative relationships among areas.
Marienella Marsano Land Management Group, Inc.
Lot 250; Olde Point Environmental Consultants Cross section showing
Pender County, NC Wilmington, N.C. areas to be filled.
NWP 18 Application April 2005
Al Wetlands

PENDER COUNTY HEALTH DEPARTMENT
PERMIT # ?`^? ? P.O. BOX 1209, BURGAVV, NC 28425 MAP #
PHONE [phone]
PAGE OF --- RECORD#
IMPROVEMENT PERMI'T'
*i?rtiktkicBieY?iaiiiiirtkit?F1414ti#feiitttktkiaaik?Fatiraira+tt4*+?iay4iirti*a7YfkitaeNiiaiie
* NO BUEL DWG PERMIT IS TO BE ISSUED WITH TE[I S PERMIT
** aa8riiii ti i iiiir*w*w lktaiii t k*itk7k yeiai iiii*at a,? ik iiiia as**w+k+k+Riatiaaa iclrvk
Article 11 N,C. General Statutes Chapter 130 {G}S 130A-3361
skit**?kiiiiiitk*aik*??+?iiiiiittktakwiiiiiiiitk***+veytiiaaiiiiak***?*iiaiaikkatk*iaiiiktiiitkiita
* THIS PEYtMIT IS SUBJECT TO REVOCATION IF SITE PLANS OR INTENDED USE CHANGES
atii?cYzfl?ikiitt?kta?t?c?lhltihiiii iait*ta?*14iiiiiiiiit*aNtkt4i?hiaiitaitt?YaaFw?iiiitiriii?*?k?+k4?tiitiii*skii*it
S
OWNER / AGENT A _DAxE 3 n
ADDRESS
SI1 E LOCA'T'ION 1. t r "--4a"•? R-? " '4 re 1 -F
ICA-. Lt+ 6m, t? -TnLj
SUBDIV?ISION,, LOT NO. SECTION / PILOCK
SYSTEM TYPE / DESCRIPTION 1f ( i i r 1 rI ?t J LTAR and / R2
DAILY DESIGN FLOW DOMESTIC WASTEWATER [}? ; INDUSTRIAL WASTEWATER [ ]
TRENCH DEPTH
TYPE F?A?CILTTY TI3E PROPOSED SITE IS TO SERVE re `
WATER SUPPLY: PRIVATE WELL [ ] ; COMMUNITY WELL [ ] ; PUEI.IC [ ] OTIIEI? [ 7
f
DISTANCE FROM ALL WELLS: 100 FT. _ *****ix NO sITUATiON LESS THAN 50'.*****
A L4
ADDMO?NAL INFORMATION
.

oluorto
Y. Kul, A
r try
(ME A A PAGES OF FOR SYSTEM LO ATiON, ADDITIONAL SPLCII C ONS AND C?
ANY ADDITIONAL PERMU CONDITIONS ARE A PART OF THIS E?IPROVEMENT PERMIT AND OTSER
RKPORTANT INSTALLATION INSTRUC'T'IONS.) '
SIGNED DATE
F am l (10-10-97)

ri',1y11L+M %-UVI'N 1
HEALTH DEPARTMENT
OWNER-
FILE M
PLOT PLAN
JAQ.. t
C ;
TH DE PT,
SECTION
.1 r, Ai i-
.s,.ZL? I
q. r???u.dY?4e. o =7147F
PAGE lOF
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Lps
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Pender County
,,.Building a healthier tomorrow...
Health. Department
LP SPE IC TI NS
1. Sleeve laterals in 3- or 4- inch conventional nitrification line perforated tubing. (see figure 7.2.3)
2_ Drill all holes facing upwards; except the first and last holes on each lateral.
3. Use one 9o-degree band for lateral tam-ups, not one or two 45-degree bends. Turn-ups are to be
capped and enclosed in a protectivc box (see fiqure 7.2.2)
4. Use geotextile fabric over the trench, at the gravel - backfill interface. (see fiqure 7.2.3)
5. For UP laterals, tee off the manifold directly using, for example, a 3" X 3" X 1-1/4" tee, rather than
"bushing down", Cie- Using it 3" X 3" X 3" tee with reducing fittings to 1-1/4"). (see fiqure 7.2.4)
b. Elbow the manifold-to-lateral connedica over the earthen dam, particularly on sloping sites. (see
fiqure 7.22)
7. Provide one cleanout on the supply manifold with one or two 45-degree bends.
8. Install a prot&ted gate valve at the manifold (recommend using one nominal size smaller than supply
line).
f wo 7.22 Side profile dshtfl of recommended LPP trench, Including cross•seeuon of
recommended manifold-to-lateW eonnedlon-
L2?ereE
pr?Aacw
b=
Lateral
turrurp
aggregate
a• or 4-inch pederated pipe
Figure 7.2.3 Cross-saettonal,
profile det4 t of recommended
LFP trench.
5" tool; under pipe
figure 7.2A Side profile detail of
typlem supply manlfold.to-lateral
eonnectlon-
i
a,x3-x114'
Reducing tee
2' supply maolfold
9'K$'xa'
Reducing tee
(not recommended)
f• i
.s,
1 a4
Pressure Head set at ? Feet
Dole Size: 5 L32 Inch
,,A,,? e, S
Foie spacing: - 1"F t
Lateral Size- - 1 ! Scat. 40 PVC
!f
Manifold Size: 3 Seh. 40 PVC
Force Main Size: 0? SOL 40 PVC
Dosing Volume: I -QS Gallons
Pump R.equireroeat: A3, !K3 GPM @ 1 27TDH
Iz>
N".
C'n.
C.) ro
t?-+ H
? Q
[ w"
Lateral pipe 4-inch sleeve
LI
Figure-5.4.13 -Cut-away view
3f pump tank showing pump,
goats, and piping.
Pump tank inlet
NE 1VIA Enclosure
Pump electrical
controls
Alarm

Pump tank outl(
or discharge piF
Supply Line
Watertight seal
around inlet pipe -?
T"I

4 *MinimuIu ? gallon pumV ank
'Supply lime to be ? diameter sch. 40 PVC
*Use duct seal around electrical wires in pump tank
and in the NEMA 4X enclosure
Float tree
Check valve
Pump
Pump Rating
Pump must berated to deliver ,s allons per minuti
Against feet of Total Dynamic [lead (TDk)
Gate valve
Union Access riser

PROJECT : Olde Point lot 250
COUNTY : Pender
REFERENCE NO. 100039
DARTS 03-23-2005
V VJ .+ "
I i
/=?%r1
S.! riVE1TUF+E DATE
SUMMARY OF DESIGN
- as ??p?ascr ?C=sa??=a ar??T.-a ?r S.??ss ??y?: -?s??r=SSY.??=7c?pT.=xsr?
Ae.W"
DESIGN FLOW 360 GPD
APPLICATION RATE 0.40 GPD/SQFT
TOTAL AREA REOUTRED 900 SOFT
TOTAL LATFJL4L LENGTH REQUIRED 180 LFT
TOTAL LATERAL LENGTH SPECIFIED: 180 LFT
NUMBER OF FIELDS I
LATERAL LENGTH 30 Imo`
NUMBER OF LATERALS 6
NUMBER OF LATERALS PER FIELD 6
FIELD PTO. 1
LAT. LENGTH ELEV- PR$SS: HOLE RULE NO-OF FLOW PER. FLOW PER
NO. .ATION HEAD SIZE SPA.C. HOLES HOLE LATERAL
1 30 100.00 3.00 0.156 3.75 8 0.50 3.98
2 30 99.72 3.28 0.156 3.75 8 0.52 4.15
3 30 99.45 3.55 0.156 5.00 6 0.54 3.24
4 30 99.17 3.83 0.156 5,00 6 0.56 3.37
5•' 30 98.90 4.10 0.156 5.00 6 0.58 3.49
6 30 -98-62 4.38 0.156 5.00 6 0.60 3.60
TOTAL 180 FEET FLOW TO FIELD 21.83 GPM
LATERAL PIPS SIZE 1 1/4 INCHES (SCHEDULE 40)
MANIFOLD PIPE SIZE 3 INCHES (SCHEDULE 40)
SUPPLY LING PIPE SIZE 2 INCHES (SCMMULH 40)
SUPPLY LINE LENGTH 50 FEET
TOTAL DYNAMIC BEAD : 13.97 FEET
DOSING VOLUME - 105 GALLONS
PUW TANK INSIDE LENGTH 9.00 FEET
PtNP TAM INSIDE WIDTH 5.00 FELT
PIUJ?Q TANK DRAWDOWN 0.31 FEET
-qomn--y Xl"" 6?ee Yad YAiane: 970-m-000/
3805 ??afbeci?e ?t?mue wife ?5 66: 990-452-0060
s?tn , AW 28403 cac .&Y40"A.ne?
February 2 2005
D
FEB 0 4 2005
TO: Ms. Joanne Steenhuis
Division of Water Quality - WS TER QuALITy
127 Cardinal Drive Extension Tore SUMCH
Wilmington, NC 28405
REE Revised 401 Water Quality Certification Application for Marianella Marsano;
Olde Point, Lot 250, Hampstead
Pender County, NC
Dear Joanne:
Enclosed is a revised 401 Water Quality Certification Application for your review. The
original application was submitted on January 19'x, 2005 and has been revised to accommodate
drain file and a different driveway location. This application is submitted on behalf of Mr.
Ma?rianella Marsano for a lot located in the Olde Point Subdivision in Pender County, NC. The
applicant is proposing to build one home within the lot. Although Mr. Marsano has attempted to
minimise wetland impacts through careful site design, the location of the wetlands, septic system,
and local setbacks have resulted in proposed wetland impacts of 0.10 acre.
The revised Pre-Construction Notification form, associated maps, and site plan are
enoosed for your review. Please contact me if you have any questions. Thank you for you
assistance with this project.
Sincerely,
Kim illiams
W d Scientist
Encl.
C: Marianella Marsano
Ms. Cyndi Karoly, DWQ
I?
°R FEE 0 4 2005
k L 6W ATER QUAfJTV
OffiC Use QIIIy: Form ersion May 2002
i
USAGE Action ID No. 200500245 DWQ No.
kii ally jJar LIUUIU nem is not appiicame to ims project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 18; GC3402
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
1
H. Applicant Information
1. Owner/Applicant Information
Name: Mr. Marianella Marsano
Mailing Address: 1018 Corgrass
Hampstead, NC 28443
Telephone Number: 910-270-8780 Fax Number: 910-259-2030
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Ms. Kim Williams
Company Affiliation: Land Management Group, Inc.
Mailing Address: P.O. Box 2522
Wilmington, NC 28402
Telephone Number: 910-452-0001 Fax Number: 910-452-0060
E-mail Address: kwilliamsaImQroun.net
Page 5 of 12
I
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Old. Point, Lot 250
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 3293-72-7923-0000
4. Location
County: Pender Nearest Town: Hampstead
Subdivision name (include phase/lot number): Olde Point/ Lot 250
Directions to site (include road numbers, landmarks, etc.): Take Highway 17 north asst
Hampstead. Take a right on Country Club Road. Take the first right onto Ravenswood Road.
The lot will be the second on the right after the crossroad with Coots Trail.
5. Site coordinates, if available (UTM or Lat/Long): 34.3829 N/ 77.6818 W (WGS84/NAD83)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 0.57
I 7. Nearest body of water (stream/river/sound/ocean/lake): Old Topsail Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hLtp://h2o.enr.state.nc.us/admin/mUs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: This site is undeveloped. Adjacent land use is undeveloped
or residential.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The applicant proposes to fill approximately 4344 ft2 of 404 wetlands for the purpose of a
house pad, driveway and drain tile. Additional material may be trucked in if needed. A track
hoe and bulldozer will be used to level fill material. Silt fences will be used to reduce erosion
into adjacent wetlands. Because of the building setbacks and the location of the septic
system, the proposed site plan is the only alternative for the proposed 50' x 60' house
11. Explain the purpose of the proposed work: To build a residential home.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Lillette Granade of the USACE delineated the 404 wetlands on site, and a map of the delineation
was signed on December 10, 2004. USACE Action ID # 200500245. The wetland survey
included in this application.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None
I
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12

Provide a written description of the proposed impacts: The applicant proposes to impact
gpproximately 0.10 acre of 404 wetlands.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(in icate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Fill 0.10 yes 70 Riparian Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
e? cavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htti)://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.304
Total area of wetland impact proposed: 0.10
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name" Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
w?ww.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
wwvw.mapguest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of
Waterbody
applicable) Type of Waterbody
(lake estuary, sound,
pond,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts.
flooding, drainage, bulkheads, etc.
j
j 5. Pond Creation: N/A
Impacts include, but are not limited to: fill, excavation, dredging,
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated-on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond '(e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
In the site design-of this Droiect, wetland impacts were avoided and minimized to the maximum
extent practicable. Because of the 25 ft building setback and the location of the septic system, the
wetland area is the only alternative for the proposed 50' x 60' house footprint. Silt fences will be
used to reduce erosion into adjacent wetlands.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because wetland impacts have been minimized to 0.10 acre, no other mitigation is
proposed
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of -mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear- feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes? No?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
n
1 3
2 1.5
Total
* Zone 1 extends out 3U teet perpendicular from near nanx oz cnannei; cone L extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Page 11 of 12
I
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
M. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
There is no existing impervious cover within the properly. Total proposed impervious cover will
consist of a home and a driveway. The house pad will be approximately 0.12 acre, or 20% of the
total size. The applicant will install silt fencing around the construction area to reduce erosion
into wetland areas and a drain tile along the southwestern property line.
MI. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
On-site septic see attached permit).
MH. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A

,/Z/a 5-
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
AGENT DISCLOSURE FORM
TO WHOM IT MAY CONCERN:
I/we, the undersigned, hereby authorize Land Management Group, Inc. to act as our agent in the
preparation and representation of information related to the permit application for Lot #250
within the Old Pointe Subdivision. All questions in regards to this project should be directed to
Land Management Group, Inc.
Sincerely,
? ) k1R'i? ??, ?<? l ???1 S???.- ? etc; ?? S?"?
Owner/Applicant
Date
lfC3ix?y Cki?,ts1T _? ? ,
r

V.. S.
Map Source: DeLorme: North Carolina Atlas and Gazetteer., 2001_pg. 84.
SCALE 1" = 2 Miles
Land Management Group, Inc. Permit Application
Site Location Environmental Consultants Olde Point, Lot 250
Wilmington, N.C.
January 2005 01-04-821 Pender County

Oap Source: Topsail, N.C., 1997, USGS 7.5' Topographic quadrangle. SCALE 1" = 1000'
Land Management Group, Inc. Permit Application
USGS Topo Environmerdal Consultants Ofde Point, Lot 250
Wilmington, N.C. Pender County
January 2005 na_tu_A71
N 10'35'42 "E ElP
73.00'
EDGE OF SWAMP-
-N 71 38'27"E
35.01' EIP
EIP e
r? -+ Si
Proposed Drain Tile
(5' wide)
O
"I Als. ?1r
LEGEND: ? a? Z
C VP (EXISTING IRON PIPE) 1
R1 W RIGM-OF WAY
?C CENTER UNE
PROPER7Y'UNE
NON-SURY$YED LINE
EASEMENT UNE
A3 404 WETLANDS FLAG NUMBER
?0T
s
AREA:
Driveway 4?,& 'e,
? ,0 0 24.830 - SQ
S .off . ?ti?
?? s9
X004 House Footprint
F` ' x 60')
+ ??&p 0'
f..,
?' rr v DP
La
optic 0
tank ? Building S k ,
1,000 gallon
ix-p tank
O:
b P a
RP
i` Preliminary 404 wetland impacts (4344 fe; 0.10 ac)
Marsano; Lot 250 Land Management Group, Inc.
Olde Point S/D Environmental Consultants
Wilmington, N.C.
Pender County, NC January 2005
SCALE 1" = 60'
Site plan showing proposed
wetland impacts.
DECEIVED
?
S'URVE'Y REFERENCE: NU 07
LOT 250 - OLDS POINT LA RRY
SHEET 7 FL a FIL D. 0FC.
MAP BOOK 13 AT PAGE 69
PENDER COUNTY REGISTRY
NOTES.
1. CORNERS ARE. MARKED As NOTED ON MAP.
2. ALL DISTANCES ARE HORIZONTAL MILD MEASUREMENTS
' Curve
LAKE r C1
N 10'.3542"E EIP s
73.00'
EDGE OF SWAMP
N 71'3827"E l?
35.01'
S
` EIP.
EIP
Z
tP ?O-A L
C) y A4 ??
,J J
d
1
`oc\ Ah
? .o
0
N
,o
Radius Delta
451.27 ?1 'nR7-94°
k;tGS tsti
t
Chord I Chord Bear.
LEGE10:
O EIP (EXISTING IRON PIPE)
.> R/W RIGHT-OF-WAY
0 rC CENTER LINE
,? X10 PROPERTY LINE
100 % -- NON-SURVEYED LINE
S7• 6y - - EASEMENT LINE
X?OO t A3 404 WETLANDS FLAG NUMBER
A9 / 6p 0
A /
A /EIP
8 ?
Q.
%cro 13,251± SQ. FT.
h ?-
??? .y/V 0©? .0.304± AC.
`
???^PQ / 404 WETLANDS AREA
rjeLWLK I.VUtt l 1. 2 aj •lII 1mCAiL11f1Ct1" l T,.
4100 0471
P.O. $0$1209, BURGAW, NC 28425 MAP #
PHONE 914!259-1233
PAO OF RECORD#
J PROS PERINIT
* NO BUILDING PERMIT IS TO BE ISSUED WITH THIS PERMIT
Article 11 N .C. General Statutes Chapter 130 {GS 130A-3361
# ISIS PERMIT IS SUBJECT TO REVOCATION IF SITE PLANS OR INTENDED USE CHANGES
OWNER / AGENT We, fo^*-f Q? ?l. DA i `4 - o 5
srTE LOCATION
SUBDIVISION LOT NO. c2-5 0 SECTION / $LOCK
SYSTEM TM / DESCRIPTION oi 'j't .P- 3a1tt a LIAR _ ppd. / &
DAj LYDESIGN FLOW DOMESTIC WASTEWATER M INDUSTR AL WASTEWATER I )
TRENCFI DEPTH
TYPE FACH= THE PROPOSED SITE IS TO SERVE
f SEE ATTACHED PAGES Z--1 OF. to TOR SYSTEM LOCATION, ADDrMNAL SPECIFICATIONS AND
ANY ADDITIONAL PERMIT CONDITIONS ARE A PART OF THIS 11"ROVEMENT PERMIT AND OTHER
DMRTANT INSTALLATION INSTRUCTIONS.) '
DATE " 5,yi
1 12
04
- ? G q
ADDRESS 7 D Z ttS..t5iP 621&M-
WATER SUPPLY: PRIVATE WELL ( COMMONIIY WELL [ ) ; PUBLIC { ) ; OTI]EX7 { )
f:
DISTANCE FROM ALL WELLS:J 100 FT. *****IN NO SITUATION LESS THAN 50'.*****
ADDITION?AL INFORMAnON C u a Wf'T
fit
Isa
PENDER COUNTY
HEALTH DEPARTMENT

i s*
QwNEt CfJ Imo,t.t:' ,4SS tu7CJt1 L«?t<r
FILE t. / 0oo3 9
Q? d f'f a5
st.a,t-e PLOT PLAN
LAKE r
l
N _)0 5'42_ "E QP
z 73.00
ia-a EDGE F SWAMP
t3. E-+ M
?N 27"E
-r
m fQ-
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PAGE ?ZOF
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5
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A9 J 00
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0\ At.
LEGEND:
I'D
a EIP (EXISTING IRON PIPE) p cl)
R,/W RIGHT-OF--WAY ?0 t
CENTER LINE
??
PROPERTY UNE
l ?cft
NON-SURVEYED UNE ? EIP OQ` /
EASEMENT UNE C Q?
404 WETLANDS FLOG NUMBER V?
La? ?5?* 16?
? endd - Count
eadth g??pament ...Building a healthier tomorrow...
Hrt.
of
UP SPECIFICATIONS
r ataW
pidecd
box
1. Sleeve laterals in 3 or 4- inch converitiaiaal nitrification line_gerfo ?d_tul mg (fee figure Z?2^3? .--- -
2. Drill all holes facing upwards, except the fast and last holes on each lateral.
3. Use one 90-degree bend for lateral tramps, not one or two 45-degree bends. Turn-ups are to be
capped and enclosed in a protective box (see figure 7.2.2)
4. Use geowdile fabric over the trench, at the gravel - backfill interface. (see fiqure 7.2.3)
5. For LPP laterals, tee off the manifold directly using, for example, a 3" X 3" X 1-1/4" tee, rather than
"bushing down, Cie. Using a 3" X 3" X 3" tee with reducing fittings to 1-1/4"). (see fiqure 72.4)
6. Elbow the manifold to4ateral connection over the earthen dam, particularly on sloping sites. (see
fiqure 7.22)
7. Provide one cleanout on the supply manifold with one or two 45-degree bends.
S. Install a protected gate valve at the manifold (recommend using one nominal size smaller than supply
line)..
Figure 722 We profie detail of recommended i.PP trench, including cross-section of
recommended manNotd-to-laferai connecttom
Rgure 723 Cross-sectional,
profile detall of recommended
LPP trench.
fi`tcdre 7.2.4 Side profile detail of
typical supply inanifokko-lateral
connection.
3'X3'X11/<'
Reducing tee
i
3'XS'x3'
Reducing tee
3- Supply manifold (not recommended)
Supply
in"ald
Gravel aggregate
2- rock over pipe
4-Inch PVC lateral
z
.Q
t3., E-4 04
r4 Q
4

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-? - cti:
64

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:Y
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f a
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Z
z
C'3
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CO
w

Pressure Head set at `t Feet
iSch. 40 C•
Lateral Size:' bi 14
Hole Spacing. Feet
Manifold Size: 5ch. 40 PVC
#f
Force Main Size: Sch 40 PVC
Dosing Volume: 05 Gallons
Pump Requiremento -? GPM A jq TDH
lateral Pipe 4-inch sleeve
Fure 6.4.1Z Cut--away v.iaaar
of pump tank showing pump,
floats, and piping.
NEMA-4X Enclosure
Pump -electrical union
controls
&
Alarm
C
.
P-1i Ly Of (P
Access riser
G ? to valve
j
Pump tank inlet m,n,,um i2,...J Pump tank oui
or discharge p
1 r
r4, Supply Line
' Nylon °Watertight seal Ns
`. pump retrieval rope
around inlet pipe
Float tree
Anti-siphon hole
Check valve
*Minimum /Q, 0 _ gallon pump tank
*Supply line to be ?.? diameter; sch. 40 PV
*Use duct seal around electrical wires in pum
and in the NEMA 4X enclosure
-?
Pump
at'n
E?? Eke COUNTY HEALTH DEPT . Pukump mp must be rated to ddiver10" -' gallons per minu
? KONMENTAL HEALTH SECTION Against f .g feet of Total Dynamic Head (TDH)
BURGAW, NO 28420 !
PERMIT # -mac SP
P
SIGNATURE DATE
• A{NN

PR qkTECT
COPY
RE'FEP.ENCE NO
DATE
Olde Point Lot 250
Pender
300039
01-04-2005

SUMMARY OF DESIGN

DEIGN FLOW 360 GPD
APPLICATION RATE 0.40 GPD/SQFT
TOTAL AREA REQUIRED 900 SOFT
TOTAL LATERAL LENGTH REQUIRED 180 LFT
TOTAL T...:ATTMO AL LE.WIGTH SPECI17TED: 180 LFT
NUMBER OF... FIRLDS _1
LATERAL LENGTH 30 FT
N? RR. OF 7LAT&R- AT .. 6
NUMBER 0F LATERALS P'E'R FIEL-D 6
FIELD NO. 1
LAT. LENGTH ELEV-
NO. ATION
OS?s? 1 30 100.00
30 99.78
3 30 99.56
;O
4 30 99-34
5 30 99.12
6 30 98.90
TOTAL 180 FEET
LATERAL PIPE SIZE
MANIFOLD PIPE SIZE
SUPPLY LINE PIPE SIZE
SUPPLY LINE LENGTH
TOTAL DYNAMIC HEAD
DOSING VOLUME
PUMP TANK INSIDE LENGTH
PUMP TANK INSIDE WIDTH
PUMP TANK DRAWDOWN
°?ynh

s
?
i?
t
z mm

!
U

44

rg

i
PRESS: HOLE HOLE NO.OF FLOW PER FLOW PER
HEAD SIZE SPAC. HOLES HOLE LATERAL
3.00 0.156 3.75 8 0.50 3.98
3.22 0.156 3.75 8 0.51 4.12
3.44 0.256 3.75 8 0453 4.26
3.66 0:156 5.00 6 0=55 3.29
3.88 0.156 5.00 6 0.57 3.39
4.10 0.156 5.00 6 0.58 3.49
FLOW TO FIELD 22.52 GPM
1 1/4 INCHES (SCHEDULE 40)
3 INCHES (SCHEDULE 40)
2 INCHES (SCHEDULE 40)
25 FEET
12.95 FEET
105 GALLONS
9.00 FEET
5.00 FEET
0.31 FEET
Or Coun
El?'li< E-ALTH SECTION
Q-
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PACE- +Sn . ors
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a healthier tomorrow...
paot c- G ofco
L PREPARATION FO LEAK TESTING PUMP TANKS
1. The tank shall be set and leveled. Do not backfill around the tank until instructed
t4. do so by the Pender County..Health. Department.....
2. The seam on the two piece tanks shall be plastered along the joint with hydraulic
cement, cement mortar, or other water proofing sealant if not done by the
manufacturer.
3. The manhole riser shall be attached to the tank according to the procedure for
joining and sealing tank halves. Manhole riser and mastic or butyl rubber sealant
to be supplied by tank inanufacxurer.
4. The tank shall. be filled with water up into the manhole riser. I t is strongly
recommended to perform the leak test prior to removing any tank blockout
(p)acing any pipes into or out of the tank). If the tank blockouts have been
removed and the pipe has been installed it will be necessary to block or plug the
inlet pipe and the supply line (outlet) pipe to prevent flow from these pipes. It
may also be necessary to place mastic around the bevel of the inlet manhole and
weight the lid down to prevent leakage.
5. After filling and allowing for the concrete to absorb water (about 24 hours) add
any additional water needed to get the water level back up into the manhole riser.
6. Contact the Pender County Health Department to conduct the test. The test will
take a minimum of 24 hours and will not be conducted on Friday or the day prior
to a Holiday.
7. It will be the responsibility of the installer to provide a pump tank which can pass
the leak test. This may be done by applying hydraulic cement as additional water
proofing or by asking the manufacturer for a substitute tank. Other additional
an-aa-individual-basis-prior..to-use.
Only after the completion of a satisfactory leak test will the tank be approved for
use.
803 S_ Walker St., Burgaw, NC 28425 - [phone] - Fax [phone] - Environmental Health - [phone]
248 Transfer Station Rd., Hampstead, NC 28443 - [phone] - Fax [phone]
Triage Check List
Date: 2i3i05 Project Name: Marianella Marsano
DWQ#: 05-0145
County: Pender
To: Noelle Lutheran, Wilmington Regional Office
Note, this is a NW 18 application
From: Cyndi Karoly Telephone: [phone]

rIL r cop
The file attached is being forwarded to, your for your evaluation.
Please call if you need assistance.
Stream length impacted
Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
Minimization/avoidance issues
I?
Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
Pond fill
Mitigation Ratios
Ditching
Are the stream and or wetland mitigation sites available and viable?
Check drawings for accuracy
Is the application consistent with pre-application meetings?
Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
pleasel review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improlve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!

II
Yod qfAV &X 2522
*Wm in , J Va2olbw 28402
&doAmw: 970- 4152- 000-i
? 75
%mney AmecA e Ce-Yank
3805 wwi r le qhw~
?Y28?03 January 19, 2005
TO Ms. Joanne Steenhuis
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: 401 Water Quality Certification Application for Mr. Marianella Marsano;
Olde Point, Lot 250, Hampstead
Pender County, NC
Dear Joanne:
AawA CAe:
Y. 0 &x9120
504 man Yked
,ffainlea, "279545
Y&m: 252-4573-3400
Enclosed is a 401 Water Quality Certification Application for your review. This
application is submitted on behalf of Mr. Marianella Marsano for a lot located in the Olde Point
Subdivision in Pender County, NC. The applicant is proposing to build one home within the lot.
Although Mr. Marsano has attempted to minimize wetland impacts through careful site design,
the location of the wetlands, septic system, and local setbacks have resulted in proposed wetland
impacts of 0.05 acre.
The Pre-Construction Notification form, associated maps, and site plan are enclosed for
your review. Please contact me if you have any questions. Thank you for your assistance with this
project.
Sincerely, ', /
Kist Williams
Wetland Scientist
Encl.
C: Mr. Mwianella Marano
Ms. Cyndi Karoly, DWQ
1404? ?D
JQ" 2.5
?oos o
NA r
lv?-, 0? '
FILE Cop y
050145
1
=x t
Use Only:
USACE Action ID No. 2005002
(If any particular item is not
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit ?
® 401 Water Quality Certification
050145 orm Version May 2002
DWQ No.
to this project, please enter "Not Applicable" or "N/A".)
Riparian or Watershed Buffer Rules
Isolated Wetland Permit from DWQ
2. Nationwide, Regional or General Permit Number(s) Requested: 18; GC3402
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
Owner/Applicant Information
Name: Mr. Marianella Marsano
Mailing Address: 1018 Corarass
Hampstead, NC 28443
Telephone Number: 910-270-8780 Fax Number: 910-259-2030
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Ms. Kim Williams
Company Affiliation: Land Management Group, Inc.
Mailing Address: P.O. Box 2522
Wilmington, NC 28402
Telephone Number: 910-452-0001 Fax Number: 910-452-0060
E-mail Address: [e-mail]
I
i
i
Page 5of12
A J
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
aid site plan must include a. scale and north arrow. The specific footprints of all buildings,
in}pervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
dr wings rather than a sequential sheet version of the full-size plans. If full-size plans are
re, uced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Old. Point Lot 250
2. T.I.P. Project Number or State Project.Number (NCDOT Only):
3. j Property Identification Number (Tax PIN): 3293-72-7923-0000
4. Location
County: Pender Nearest Town: Hampstead
Subdivision name (include phase/lot number): Olde Point/ Lot 250
Directions to site (include road numbers, landmarks, etc.): Take Highway 17 north past
Hampstead Take a right on Country Club Road Take the first right onto Ravenswood Road.
The lot will be the second on the right after the crossroad with Coots Trail.
5.1 , Site coordinates, if available (UTM or Lat/Long): 34.3829 N/ 77.6818 W (WGS84/NAD83)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a-distinct waterbody.)
6. Property size (acres): 0.57
7. Nearest body of water (stream/river/sound/ocean/lake): Old Topsail Creek
8. River Basin: Cave Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9.:: Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: This site is undeveloped. Adjacent land use is undeveloped
or residential.
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
The applicant proposes to fill approximately 2100 ft2 of 404 wetlands for the purpose of a
house pad Fill material will be placed within the house footprint. Additional material may be
trucked in if needed. A track hoe and bulldozer will be used to level fill material. Silt fences
will be used to reduce erosion into adjacent wetlands. Because of the 25 ft building; setback
and the location of the septic system the proposed site plan is the only alternative for the
proposed 50' x 60' house footprint
111. Explain the purpose of the proposed work: To build a residential home.
IV.. Prior Project History
If jurisdictional, determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
ce0ifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Lillette Granade of the USACE delineated the 404 wetlands on site, and a map of the delineation
V. Future Project Plans
VI.,
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12

1. Provide a written description of the proposed impacts: The applicant proposes to impact
gpproximately 0.05 acre of 404 wetlands.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of hnpact* Area of
Impact
(acres) Located within
100-year Floodplain* *
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Fill 0.05 yes 70 Riparian Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hhq://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolinas Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
i
List the total acreage (estimated) of all existing wetlands on the property: 0.304
Total area of wetland impact proposed: 0.05
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate n ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilize ion activities -(cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
propose, plans and profiles showing the linear footprint for bath the original and relocated streams must be included.
** Stream dames can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
wwrw.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.corn,
www.m4pguest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 8 of 12

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Walter Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wate)
(if applicable) Type of Waterbody
(lake, on estuary, sound,

an, etc.
bay, ocean, etc.)

* List ea0h impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation: N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. I pact Justification (avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
wire minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
In the site design-of this project, wetland impacts were avoided and minimized to the maximum
extent practicable. Because of the 25 ft building setback and the location of the septic system the
wetland area is the only alternative for the proposed 50' x 60' house footprint. Silt fences will be
used to reduce erosion into adjacent wetlands.
VIII. Mitigation
D`1VQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 12
or f ,
i
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
in luding size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
ligation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for -this project, a copy of the mitigation plan must be attached in order
fo USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because wetland impacts have been minimized to 0.05 acre, no other mitigation is
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
(919) 733-.5208 to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
', NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
I
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local. buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify . V
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
on
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Page 11 of 12

Pi ayment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
M. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
consist of a home and a driveway: The house pad will be approximately 0.07 acre, or 14% of the
total size. The applicant will install silt fencing around the construction area to reduce erosion
into wetland areas.
X11. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
On-site septic (see attached permit).
XM. Violations (required by DWQ)
Is 1iis site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No M
Is this an after-the-fact permit application?
Yes ? No
XI ?. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
'l,I,f
Applicant/Agent's Signature 'bate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
or - Y
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%
'? - SITE
?Y?'. }Y ?f
/ 'ate tti s
04
"'. SITE
SCALE 1" = 2 Miles
Ma Source: Del-orme: North Carolina Atlas and Gazetteer. 2001 . 84.
Land Management Group, Inc. Permit Application
Site Location Environmental Consultants Olde Point, Lot 250
Wilmington, N.C.
January 2005 Pender County
o1-oa-821
--S - !,
?r

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Map Source: Topsail, N.C., 1997, USGS 7.5' Topographic quadrangle. SCALE 1" = 1000'
Land Management Group, Inc. Permit Application
USGS Topo Enviromental Consultants
Wilmington, N.C. Olde Point, Lot 250
January 2005 01-04-821 Pender County

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SCALE 1" = 1000'

GIS 1998 Color Aerial Photo Land Management Group, Inc. Permit Application
w/ Soils Overlay Environmental Consultants
Wilmington, N.C. Olde Point, Lot 250
January 2005 Pender County
01-04-821
'E Bf
N 10-354
73.00
EDGE OF SWAMP
N 71-38P2706
35.01'
EIP r/:/
EIP
? r
Ny VOA ?i

?

1
A 1+
w .9
.p
LEGEND:

a EIP (EVS77NO IRON PIPE)
R RIGHT-OF W4Y
rC, CENTER UNE
PROPER7Y' UNE
- " ? - NON-suRwyEv UNE
-- FASEUEW UNE
'p3
i 404 WETLANDS FLAG NUMBER
?pT
ss, ?sue
- . AREA:
? D?
C? s I& A .00 24.830± - SQ
X00,, House Footprint
F` (50' x60')
qs / 00-
a b Dri way /
v (J4
OP
A4
INI k
1000 crallo /25'Building \1 `
/ p
0
ti oo ,
O_
r
EtP `aP? ,
-71 -
Preliminary 404 wetland impacts (2100 ft2)
Maisano; Lot 250 Land Management Group, Inc.
Olde Point S/D Environmental Consultants
Pender County, NC Wilmington, N.C.
January 2005
SCALE 1" = 60'
Site plan showing proposed.
wetland impacts.,

.Y
RECEIVED
EIP
Ns `Oa !j V9 L8
O ?
0 /
0-1 At.
2 h6 ti6 ?? O• 13,2511 SQ. FT.
OR.
0.3041 AC.
404 WETLANDS AREA
AREA:
24,830f - SO. FT.
LIP
COURSES & DISTANCES (404 WETLANDS)
73.00 R/W RIGHT-OF-WAY
EDGE OF SWAMP ? 1040
? CENTER LINE
N 71'38'27-E ro Cx
e i3 FAO
, PROPERTY LINE
35.01' ,yT
S' -i - - NON-SURVEYED LINE
Sj, sy - - - - EASEMENT LINE
R8? A3 404 WETLANDS FLAG NUMBER

EAP
49 /----.10 0

Curve Radius ; Delta Chord Chord Bear.
LAKE C1 451.27' 21'08'24" 165.56' S 3245'26 w
LEGEND:
or
N 10'35'42 E Eip Sys ?S) O EIP (EXISTING IRON PIPE
SURVEY REFEMCNCE: •• _.,- I'
LOT. 250 - OWE POINT REGULATORY
SHEET 7 WbII..K FLD. O Q
MAP BOOK 13 AT PAGE 69
PENDER COUNTY REGISTRY
NOTES:
1. CORNERS ARE."4RKED AS NOTED ON MAP
2. ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS. PIAT OF THE?JURf1 OF COPY OF SECTION 4044 OF THE WATF7 TEAS DTTERAW ED
ION 404 I JURISDlCT10N A41Y ON THIS DAM UNLESS THOW IS A CW4GE THE LAW OR
O
BY THE UR PUaLISHEE REGULATIONS THIS OEIrCRUN"T1ON OF SECT
BE Re" UPON FOR 5 YEARS DETERAfMNTION WAS MADE UnIZMIG THE 1987 CORPS OF
ENGINEER?S WETLANDSDEUNEFlTION TINUAL.'
NAME -14" .1 a.V,
-,?o °.SUR,, . IANELLA MARSANQ
TOPSAIL TOWNSHIP - PENDER Grb?11 1tie??ORTH: CAROLINA
SCALE: 1" = 60' NO E BER 2004 _
60 0 60 120 180 THOMPSON & JONES SURVE17NG CO
111 EAST FREMONT STREET
BURGAW, NC 28425
Course Bearing Distance
Lt N 329000 W 109.4
L2 N 71 27 35.01
L3 10'35'42' E 73.00
L4 51'4800 E 155.51
L5 54'45 43 W 9.12
L6 60.3411 W 12.62
L7 3291 41 W
E 28.1

LB N
49 W
L9 48'27 25 22.28
LID 15.54
L11 390 22 W 1.3 8
U2 S 569202 W 19.81
?,ooso?osV
CERTIFICATION OF SURVEY AND ACCURICY
1. Frederick. W. Jones, PLS, cerW that Oda plat was drawn under my supervision from on
actual field survey made urulsr my supervision from infannvtion as noted hereon; that _
the boundaries not su-yed are elearly indicated, " dashed lines; that this map
was prepared in a=mdance with 'the standards of procure for land surveying ip NC-. that the ratio
of precision as calculated is 1:100W+ and is correct to the best of rry knowledge
and belief. Witness my original signature, License Number
se9'141?fP}I
;?1// CA?oSKETCH OF
this ?12doy of AIDVEfh,$t? AO. 20p -0 * ESS/
r.?o? 0y,?? , 404 WETLANDS
SEAL - FOR
Frederick W. on. PLS L-45
MC Lkc L-4503 '?7L
DATE _Uea arlvrt• 10J2004
fltu4k S

AGENT DISCLOSURE FORM
TO "OM IT MAY CONCERN:
Uwe, the undersigned, hereby authorize Land Management Group, Inc. to act as our agent in the
preparation and representation of information related to the permit application for Lot #250
within] the Old Pointe Subdivision. All questions in regards to this project should be directed to
Land Management Group, Inc.
Sincerely,
'?YC.:(R n?7F 1 Ih} / ' /?? ( J i9+? ?,r ? It U t7 ?L Y"
Owner/Applicant
Date
1 rw.uruUVVIY1Z I*LaE Jum"&rAimi ruaq x
ARKT # ( P-0. BOX 1209, BURGAW, NC 28425 MAP #
PHONE [phone]
' PAGE _ OF RECORD#
IMPROVEMENT PERMIT
* NO BUILDING PERMIT IS TO BE ISSUED WITS THIS PERMIT
Article 11 N .C. Geaeml Statutes Chapter 130 {GS 130A-3361
* TMS PERMIT IS SUBJECT TO REVOCATION IF SITE PLANS OR INTENDED USE CHANGES
s•?*?#*#tt,c***,?***?r?**sr???t??f:f*:***t****?t*??t***?*t?**************??t*??*?*?t*?******?t*?***t
OWNER / AG NT DATE . 14-05
SUB1?IVLSION . o ?1 D LOT NO. SECTION /BLOCK
SYSTEM TYPE /DESCRIPTION titJi '1 i.Y' ?I ?t LIAR _ gpd / 0
DAILY DESHC N FLOW DOMESTIC WASTEWATER [ ] INDUSTRIAL WASTEWATER I J
TRENCH DEF" H
TYPE FACILITY TBE PROPOSED SITE IS TO SERVE
j
WATER SUPPLY: PRIVATE WELL I COMMUNITY WELL [ j PUBLIC I J ; OT ---f
DISTANCE FROM ALL WELLS:J 100 FT'. *****IN NO SITCTATION LESS THAN 50'.****#
E ATTACKED PAGES .- ` OF _(PYVOR SYSTEM LOCATION, ADDrMNAL SPECIFICATIONS AND
ANY ADDITIONAL MA TT CONDITIONS ARE A PART OF THIS ERROVEMENT PERMIT AND OTHER
IMPORTANT INSTALLATION INSTRUCTIONS.) `
DATE
PC HD 105 (10-10-97)
"7
f%A?' 040
ADDRESS 7 Q 1S1 Ct (Oki COA I
" HEALTH DEPARTMENT
OWNER ?. 9'?IiLf7i1t1 l c'ktct t°?sftr PAGE _?F(19
FILE #: 1 Ooc,')3 ,
PLOT PLAN o r a s ,m ou
!A;d cLAKE-?, ( 7S.
1
j' .
110
OA_
`.Jr `i .s
N 10"35'42 "E aP Qkc ?
-73.00
a '
? " EDGE F SWAMP 0
old 27AF !A e? A -*o
cma
14 0.1
mo c3 IEIFP
o?F
;D H o 4-9
00 wo, oi ?01 -
20 z
EIP°
.a o
of Ne t}1 ??
w o t???? I; t 4 n pq0
Jo-
LEG9ND
0 EIP (EXISTING IRON PIPE) o C9 ^?? f
Rlw RIGHT-OF-WAY
CENTER LINE/
PROPERTY LINE
- - NON-SURVEYED LINE , EIP
?-- -± - EASEMENT LINE
Aar 404 WETLANDS FLAG NUMBER VO
i
La? &,J

deb' Cow
Health Department.. ...Building a healthier tomorrow...
of tp
p
pyLPP SPECIFICATIONS
1. Sleeve laterals in 3 or 4- inch conventional nitrification line p albrO Wd_.tutting_(?ee
2. Drill all holes facing upwards, except the first and last holes on each lateral.
3. Use one 90-degree bend for lateral tern-ups, not one or two 45-degree bends. Turns-ups are to be
upped and enclosed in a protective box (see figure 7.2.2)
4. Use geotextile iitbric over the trench, at the gravel - backfill interface. (see figure 7.2.3)
5. For LPP laterals, tee off the manifold directly using, for example, a 3" X 3" X 1-1/4" tee, rather than
"bushing down", Cie. Using a 3" X 3" X 3" tee with reducing fittings to 1-1/4"). (see fiqure 7.2.4) .
6. Elbow the manifold-to-lateral connection over the earthen dam, particularly on sloping sites. (see
figure 7.2.2)
7. Provide one cleanout on the supply manifold with one or two 45-degree bends.
8. Install a protected gate valve at the manifold (recommend using one nominal size smaller than supply
1-
rw
Figure? 2 2 Side profile detall of recommended LPP trench, including cross-section of
recommended manifold-to-lateral connection. .
Lateral
pffileC6
box
aggrega'e
"sure 7.2.3 Cross-sectional,
taA of recommended
toPffctede"dtII
5" rock under pipe
Frgme 72.4 Side profile detail of
typical supply manlfolcl4o-lateral
connection.
3' X 3' x t'/:
Reducing tee
3- or flinch p.W ted pipe
z
-O
H
0. P4
W
rA 40 i Q

.tea O>
Ci

I ?t ?
? i:K
?
E
[

.
F4 0 -4 Cs3
O Z 0
M H
Z
?
1 z
.0 V-1
z
e 0
-
ft
W Qo Qq "
CO

Pressure Head set at 1? Feet-
?F
Lateral Size- 114 iSch. 40 C'0?
I
Hole Sp -
acing. Fuel
Manifold Size: 3 Sch. 40 PVC
tI
Foes Main Size: C7- Sch 40 PVC
Dosi>l<g Volume: Gallons
Pump Requirement: o-z GPM @ 1 gXTI)H
3'X3'X3'
Reducing tee
3' Supply manifold (oat recommended}
Lateral pipe 44nch sleeve
O
Figure 6.4.1 3 Cut-away view
'Of pump tank showing pump,
floats, and piping.
NEMA4X Enclosure
Pump electrical Union
controls
Alarm
Pump tank inlet minimum 12"..?
Watertight seal ? Nylon pomp retrieval rope-
around inlet pipe ?? -- _
i
Anti-siplion
*Minimum /CDQ _ iallon pump tank
*Supply line to be '2.' diameter; sch. 40 PV
*Use duct seal around electrical wires in pum
and in the NEMA 4X enclosure
Access riser

o;

111 '..
fEIM ER COUNTY HE.A.LTH DEPT . Pumatto -9
3flNMENTAL HEALTH SECTION Pump must be rated to
P 0 . BOX 1203 Against If, 5 feet of
BURG.AW, NO 28425
PERMIT # 3
SIGNATURE DATE
i
G4
valve
Pump tank out'
or discharge p
4
r
I
2 Supply Line
a
Float tree
1
!Check valve
}
i
Pump
i
diver s gallons per minu
tal D3 namic Head (TDN)

-,Nn er County
PEIT7 ` a T.TH DEFT.
0'.-ALTH SECTION
W, 1.'Tn fJV M
1.
2.
I
pa
(?c (o of
c?
pREPAR,ATiUN FOB L? TESTING PUMP TANKS
The tank shall be set and leveled. Do not backfill around the tank until instructed
to, do so by the Pender County-Health.Departmen#....
The seam on the two piece tanks shall be plastered along the joint with hydraulic
cement, cunt mortar, or other water proofing sealant if not done by the
manufacturer.
3. The manhole riser shall be attached to the tank according to the procedure for
joining and sealing tank halves. Manhole riser and mastic or butyl rubber sealant
to be supplied by tank manufacturer.
4. The tank shall be filled with water up into the manhole riser. I t is strongly
recommended to perform the leak test prior to removing any tank blockout
(placing any pipes into or out of the tank). If the tank biockouts have been
removed and the pipe has been installed it will be necessary to block or plug the
inlet pipe and the supply line (outlet) pipe to prevent f low from these pipes. It
may also be necessary to place mastic around the bevel of the inlet manhole and
weight the lid down to prevent leakage.
After filling and allowing for the concrete to absorb water (about 24 hours) add
any additional water needed to get the water level back up into the manhole riser.
b. Contact the Pender County Health Department to conduct the test. The test will
take a minimum of 24 hours and will not be conducted on Friday or the day prior
to a Holiday.
It will be the responsibility of the installer to provide a pump tank which can pass
the leak test. This may be done by applying hydraulic cement as additional water
proofing or by asking the manufacturer for a substitute tank. Other additional
?I
444c-ap an-indi_vidual_basis-PriorAo- use.
rid an
F
Only after the completion of a satisfactory leak test will the tank be approved for
use.
a healthier tomorrow...
803 S. Walkei St., Burgaw, NC 28425 - [phone] - Fax [phone] - Environmental Health - [phone]
248 Transfer Station Rd., Hampstead, NC 28443 - [phone] - Fax [phone]