20060105 Ver 2_401 Application_20070205

Office Use Only:
Version March OS
303d
P~`~`~ I~rNT
RECEIVED Form
USACE Action ID No. DWQ No. ~ a-. D ~ ' D 1 O 5
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit Riparian or Watershed Buffer
Rules
Section 10 Permit
DWQ
401 Water Quality Certification
Certification
Isolated Wetland Permit from
Express 401 Water Quality
2. Nationwide, Regional or General Permit Number(s) Requested: NWP18
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 Ecosystem Enhancement Program
(NCEEP) is proposed for mitigation of impacts, attach the acceptance letter
from NCEEP, 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:
II. Applicant Information ~ ;'~ ~ ~ ~~~•' ~~°
~' ~,
1. Owner/Applicant Information ~E°~ ~ ~~~,~~ ~`~
Name: David & Teresa Van Damme
Mailing Address: 4601 Linden Ridge ~~-~+~ ~ .~..,., ,,,,, ,
Wilmington Nc 28412 "~`~~"~"
Telephone Number: 910 520 5531 Fax Number:
E-mail Address:[e-mail]
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:NA
Company Affiliation:NA
Mailing Address:

Telephone Number: Fax Number:
E-mail Address:
III. 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: 1113 Bonito
2. T.LP. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN):R09014-006-002-000
4. Location
County:New Hanover Nearest Town:Carolina Beach
Subdivision name (include phase/lot number):NA
Directions to site (include road numbers/names, landmarks, etc.):Take
College road Hwy 132 south until it becomes Hwy 421 S.Turn ri htg onto
Tennessee Ave. Turn Right on to bonito
5. Site coordinates (For linear projects, such as a road or utility line, attach a
sheet that separately lists the coordinates for each crossing of a distinct
waterbody.)
Decimal Degrees (6 digits minimum): Approx 34 141' N / 77 54.00' W
6. Property size (acres): 5,000+ Square Feet (0.11+ Acre)
7. Name of nearest receiving body of water: Atlantic Ocean
$. 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
http:/Jh2o.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:
The site is currently wooded and unimproved
10. Describe the overall project in detail, including the type of equipment to be
used:
Heavy machinery including bulldozer and other equipment will be used to
grade 2590 sq. ft. of wetlands and build a 2 story residential dwelling-
11. Explain the purpose of the proposed work: To build a 2 story residential
dwelling.
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.LP. project, along with construction schedules.-
USACE Action ID # Pending
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.
No further permits are anticipated for this project.
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.
Each impact must be listed separately in the tables below (e.g., culvert installation
should be listed separately from riprap dissipater pads). Be sure to indicate if an
impact is temporary. All proposed impacts, permanent and temporary, must be

listed, and must be labeled and clearly identifiable on an accompanying site plan.
All wetlands and waters, and all streams (intermittent and perennial) should 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.
1. Provide a written description of the proposed impacts:
Placement of fill materials to allow construction of a sin lg e family residence and
associated fill required for construction of house to deter storm water.
2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
1 fill wet flat 404 no,not in special 500 .059 +
flood zone

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
5000+ S.F. (0.11 + acre)
4. Individually list all intermittent and perennial stream impacts. Not applicable.
Stream Impact
Number

(indicate on map)
Stream Name
Type of Impact
perennial or
Intermittent? Average
Stream Width

Before Im act Impact
Length

(linear feet) Area of
Impact

(acres)

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries,
sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts
include, but are not limited to fill, excavation, dredging, flooding, drainage,
bulkheads, etc. Not applicable.
Open Water Impact I Name of WaterhnAv I ( Type of W

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act acres):
Wetland Im act (acres): .059+
O en Water Im act (acres):
Total Im act to Waters of the U.S. (acres)
Total Stream Im act (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? Yes No X
Describe all impacts to isolated waters, and include the type of water (wetland
or stream) and the size of the proposed impact (acres or linear feet). Please
note that this section only applies to waters that have specifically been
determined to be isolated by the USACE.
Not applicable
8. Pond Creation Not applicable
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 ofdraw-down valve or spillway, etc.): Not ap lip cable
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic,
trout pond, local stormwater requirement, etc.): Not applicable
Current land use in the vicinity of the pond: Not applicable
Size of watershed draining to pond: Not applicable Expected pond
surface area: Not applicable
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
The proposed fill is necessary to allow construction of a residential structure on
the subject parcel. Local regulations and set backs from adjacent lots and
roadway must be met and the structure has been simulated in the proposed
location to minimize impacts to jurisdictional waters (e.g. wetlands).
Furthermore, due to North Carolina Division of Water Quality Stormwater
requirements that limit impervious surface in the 401 Water Quality Certification
process, storm water facilities must be designed and built on the subject lot,

therefore the fill area requested is to accommodate the residential structure,
driveway and,full concrete pad required by the town of Carolina Beach,and the
storm water facilities required by the Division of Water Quality.
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 freshwater wetlands or greater than or equal to 1501inear
feet of total impacts to perennial streams.
USAGE - In accordance with the Final Notice of Issuance and Modification of
Nationwide Permits, published in the Federal Register on January 15, 2002,
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 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 USAGE or DWQ to consider the application complete for
processing. Any application lacking a required mitigation plan or NCEEP
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:/,rh2o.enr.state.nc.ushicwetlands/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.
Preservation of wetlands on applicant's property at 4601 Linden Rid eg that
has been deemed wetlands bathe Army Corp. of Engineers. Minimum
mita ation through NCEE is 0.25 acre. Proposed preservation is .19 acres.
Map of surveyed wetlands at 4601 Linden Ridge is enclosed in packet.

2. Mitigation may also be made by payment into the North Carolina Ecosystem
Enhancement Program (NCEEP). Please note it is the applicant's
responsibility to contact the NCEEP at [phone] to determine
availability, and written approval from the NCEEP indicating that they are
will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP,
check the NCEEP website at http://h2o.enr.state.ne.us/wip/index.htm. If use
of the NCEEP is proposed, please check the appropriate box on page five and
provide the following information:
Amount of stream mitigation requested (linear feet): Not ap lip cable
Amount of buffer mitigation requested (square feet): Not applicable
Amount of Riparian wetland mitigation requested (acres): Not ap lip cable
Amount ofNon-riparian wetland mitigation requested (acres):.19 acre
Amount of Coastal wetland mitigation requested (acres): Not applicable
I. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or
the use of public (federal/state) land? Yes No X
2. 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
3. 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.
1. Will the project impact protected riparian buffers identified within 15A
NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC
02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water

Supply Buffer Requirements), or other (please identify-)? Yes
No X
2. If "yes", 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 miti anon b a pl in the buffer multi Tiers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2
extends an
additiona120 feet from the edge of Zone 1.
3_ If buffer mitigation is required, please discuss what type of mitigation is
proposed (i.e., Donation of Property, Riparian Buffer Restoration /
Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please
attach all appropriate information as identified within 1 SA NCAC 2B .0242 or
.0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds
20%, please provide calculations demonstrating total proposed impervious level.
A stormwater elan will be submitted for approval as cart of the 401 Water
uality Certification process.
XII. 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.
Public sewer
I. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any
Buffer Rules?
Yes No X
is this an after-the-fact permit application? Yes No X
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result

in additional development, which could impact nearby downstream water quality?
Yes
No X
If yes, please submit a qualitative or quantitative cumulative impact analysis in
accordance with the most recent North Carolina Division of Water Quality policy
posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please
provide a short narrative description:_
XV. 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).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is
provided.)

_ _ ___ ~
. .
Vet, O(~ - 0105
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW-2006-41785-065 County: New Hanover USGS Quad: Carolina Beach
GENERAL PERMIT (REGIONAL AND NATIONWIDE} VERIFICATION
Property Owner /Authorized Agent: Mr. and Mrs. David and Teresa Van Damme
Address: 4601 Linden Ride
WilminEton, North Carolina 28412
Telephone No.; 910-520-5531
Size and location of property (water body, road name/number, town, etc.): The 0.11 acre,parcel is located at 1113
Bonito Lane, iin wetlands adiacent to an unnamed tributary to the Caae Fear River~,in Carolina Beach, North
Carolina.
Description of projects area and activity: Excavation, of and discharge of fill materi0l into 0.06 acres of iurisdictional
wetlands for the purpose of constructing a single family residence.
Applicable Law: ®Section 404 (Clean Water Act, 33 USC 1344)
^ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 18
Your work is authorized by the above referenced pertnit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified,
reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a
public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the
date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or
revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit. If, prior to the
expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid
until the expiration date identified below, provided it complies with all new and/or modified terms and conditions. The District
Engineer may, at any time, exercise his discretionary authority to modify, suspend, or revoke a case specific activity's authorization
under any NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]$6) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at [phone].
This Department of the Army verification does not relieve the perrttittee of the responsibility to obtain any other required Federal,
State or local approvalslpermits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Jennifer Frye at 910-251-4923.
Corps Regulatory Official ~_~-~~. ~~ ~-------,_ Date: 01/0812007
Expiration Date of Verification: 03/18/2007
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tem
PROGRAM
January 2, 2007
David Van Demme
4601 Linden Ridge
Wilmington, NC 284]2
V~. fl~-otos
Project: 1113 Bonito Lane County: New Hanover
The purpose of this letter is to notify you that the North Cazolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision dots not asstue that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter. H we have not received a copy of the issued 404
Permid4t)1 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 4041401/LAMA permits W NCEEP. Once NCEEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made. The amount of the In Lieu Fee to be paid to NCEEP by
an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
foltowin table.
Cape Fear
03030005 Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Ri ion Non-Ri arian Coastal Marsh
Impacts 0 0 500 0 0.059 0 0 0
Credits 0 0 1,000 0 0.118 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The
mitigation wilt be performed in accordance with tht Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
~~~~~ ~- ~
William D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Jennifer Frye, USACE-Witnungton
Noelle Lutheran, DWQ-Wilmington
Doug Huggett, NCDCM- Morehead City
File ,~~
RP,s~toY~... ~ ... PYO~~ Ou.~ Stag.
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Rafaigh, NC 27699.1652 / 919.715.0476 / www.nceep.net

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New Hanover County Tax Records Inquiry -Current Tax Statement tAage t of .-.
`~'~'~ II~rl~~~~ I°:I ~`d_)t1!tiT~' T:~:Y I)EI~.~Itri °ri~.~~'('
~Lt,~~ t~::»;~:~tc~ ~,:~~. tb~~}ra.k: Ita€ttti~°~~ - C ttrrent T-:a~ `~t„tt~tuta~axt
0618101 2 0 0 5 T A X S TAT E M E N T
TAX DIST FARCEL ID NUMBER PERS VALUE REAL VALUE EXEMPTIONS
CB R0~014-i;!Oo-002--OC~O 0 5, 000 0
LEGAL BLK 36 LOT 17 WILM BCH
LOCATION 1113 BONITO LN 17/36
1/1/05 OWNER: VANDAMME DAVID A II TERESA I
TAX
DESCRIPTION RATE ASSESSED
------------ ------ ----------
CAROLINA 0.3800 19.00
NH COUNTY 0.6800 34.00
VANDAMME DAVID A II TERESA I
4601 LINDEN RIDGE RD
WILMINGTON NC 28412
REMIT T0: NEW HANOVER CO TAX OFFICE
P.O. BOX 18000 * TOTAL AMOUNT DUE 09/16/05
WILMINGTON, NC 28406
?rrr~ersf~ip ~ Fre3 Estee ~s~ues ~ duiit3ing Bk~stct~
Questions? ~'"

va, ot~• oio5

C7

TopoZone -The Web's Topographic Map
Ya. ota-oio5
ragcivii

1' ~_
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0 0.3 0.6 0.9 1.2 1.5 Kno
0 0.2 0.4 0.6 0.8 1 a~i
Map center is UTM 18 232222E 3768555N (WGS84/NAD83)
Carolina Beach quadrangle -Elevation 9.9 ft / 3.0 m (USGS NED)
Projection is UTM Zone 18 NAD83 Datum
M=-8.945
G=-1.624

U
cERn~ICATE ol- suRVEYOR
i, Brian N. Hobbs
do certl/y
thot under my dlrectian and eupaviaioa, the
attached phgekd rurvsy wot dmwi from m
aetud survey mode un my supwvfsfon. that
the ratio of predslon h 1:10,0004. Mtne» my
hood sed thh dog" of ~.
/~`~---
t#tIAN N. NOtt9S P.LS. L-3122
~~1
~~
N/F
Wilm Beach Investment Corp.
Parcel ID R09014-006-014-000
~16~
~~
N/F
Robert H. dt Alice M. Bell
OB 1472,PG 283
CONTROL CORNER
----__~
.~`~~~N CARO~''%
,~~~oR` aF E S S io ~y';
~' y 9
°~ SEAL 9~
~ I-3122
• .-.~~~. v, a.vVV
Ref. M8 2, Pg. 30
Drawing Nome:(2449Jot.dwg)
Project No.:(SURS-2449)
Party Chief: Kris Keefer
Orowr: By. Robert Maffttt
Notes: ~
- Areo Figured by the Coordinate
Method
- Thls property Is subject to any and
all easements and right of ways, written
or tmplled.
-This survey reflects existing field
ondltions.
-All distances are horizontal.
~~1
~~
N/F
Wilm Beach Investment Corp.
Parcel ID R09014-006-013-000
S 24'02'04" W 50.00'
~~
5 ~
T.B.
:!~/ " i
~- 5000 + /- SF
w ,~
404
rn /
WETLANDS
/,~i~ ~
N 24'00'00° E 49.99'
(BASE BEARING)
N/F
Anita Browning
DB 3316,PG 257
T1E LINE +/- 250' --Q
Z ( 1
°' 15
~; •~ _.
_~ N/F
Herbert & Barbara Walker
.~ DB 2075,PG 3
o
~~~ :-w
~,~, ~~ ~t
Abe ~~a~'"
0~~1~ ~~h;~~~i~~~
T1E un~'~` 275'
TO THE INTERSECnON
OF TENNESSE AVE.
Bonito Lane
50' R/W (Public)
This property is V Is not
in o specid Rood zone as determined
by the Federal Emergency Management
Agency.
SURVEY FOR;
Oovid & Teresa Vandamme
1113 Bonito Lane
Caroline Beach, NC 28428
Town 10~f Coroiliria Beach
New Hanover_County NC
v 2. off,-0105
LEGEND
O Existing Iron Rod (EiR)
p New Iron Pipe (NIP)
Scale: 1 "=20'
~ t
20' t0' 0' 20'
'HOBBS SURVEYING CQMPANY, INC.
7225 Wrightsvilie Ave.• Suite 1
*~Vilmington, NC 28403
Office: ;::,_.0)256-0002 • Fax: [phone]

~YS~c~.~ ~U~~~
CERTIFICATE OF SURVEYOR ~

David B. Flo d
I, y do certify
Notes:

Fi
d b
th
C
di
t
-A 2
~- ~' r~
Q 4r z N
~s
that under my direction and supervision, the
rve
w
drawn from an
tt
h
d
h
i
l oor
rea
gure
y
na
e
e
Method ~ 2 U
JZ qVE
~ 4
a
ac
e
p
ys
ca
su
y
as
actuol survey made under my supervision. That -This property is subject to ony and
oil easements and ri
ht of wa
s
written ti
~ ~r z a q ~
F
3 4
? m
the retia of precisian is 1:10,000+. witness my g
y
, ~
$
N
~5
k
hand nd seal this 10tH day of February, 2004, or implied. -
rvey reflects existing field TN
~ 03 ~
rq
`r
RoLhyA
L
- onditions
-All di
h
i
t
l
t q
IN
/
~
G
fl
r
DA D 6. FLOYD P.L.S. - s
ances are
or
zon
.
a .
/~
Nom ct~N ~L ~
VICINITY MAP x."r.s.

~~ ~~ ~~
N/F N/F N/F
Wilm Beach Investment Corp. Wilm Beach Investment Corp. Anita BroLUning
Parcel ID ROg014-006-014-000 Parcel ID ROg014-006-013-000 DB 3316, PG 257
S 24°02'04" W 50.00' TIE LINE +/- 250'-fl

17
a
o
5000 +/- 5~ ~.~,
~°

NIF
w N/F
-'
Robert N. ~ Alice 1"1. Bell ~ - ~-lerbert ~ Barbara Walker
DB I~172, PG 283 ~ ~ DB 2075, PG 3
`~ °o

ggB c~ O
IC~A ~

p 1'~ ,{' ~ 3;/] r~~ 9~' ,p

TIE LINE +/- 275'
~I`N puwrc«~rk,3, ..;~~~~~.t! TO TI-iE INTERSECTION
OF .TENNESSE AVE.
CONTROL CORNER .~-
N 24'00'00" E 49.99'
~~~~~~+Illlllln,,~ (BASE BEARING)

ti 4~5Si~ y9.
~°

~ .

~®~
IO L~
e
.
_ ~
SEAL .
.
~ ~ L-3640
+ 50' R/W (Public) L~~~ND
9Aro suRV`~y~
'•
•~' J Existing Iron Rod (EIR)
~~
~,
'~'~~~p e F~o~~~
~ O New Iron Pi~:e (NIP)
~fll7li111111'~~
February 10, 2004
def. Y~fB 2, Pg. 30
Drawing Name:(2449_1ot.dwg) This property is is not Scoie: 1"=20'

Project No.:(SURS-2449) in a special flood zone as determined
by the Federal Emergency Management
Party Chief: Kris Keefer
Drawn By. Bill Doyle Agency. 20" 10' 0' 20'
~~R~>=Y F°R: HIPS SU~~EYING COMPANY, INC.
i~c+v'd ~ Teresa Vandamme
i':~ Bonita Lane r-_-
Carolina Beach, NC 28428 7225 ~~ri~~-;~sville Ave.• Suite 1
ot. i > ~,?ction 36
Town bf Catalina Beach ~~~i.k7lij'~ gtoT3., NC 28403
New ~iaraver County NC Office: (910)2 p- :~t02 ~ Fax: [phone]
~. .,:

e'><e'
PILING
COND.
, ~~ ,
\ ,
/
nti~
GUTTER ~ Ln/j
0 n/F
~ / Robert ~
~ Alice Bell
~eT D.B. 1472-283
r ~' ~ a
,EY.o.o2 ~' C S\ S 6g 5
~tL 1 "'9) ~ PErVWU5~ `T 7~
VVV ~ Prn,t. t~~e 33N
/ ~ 4 ' Driveway.
0
T
DOWNSPOUT
ADAPTER

10R Ro ~~
s ~
Corolinaf Sands Dr
N I
~Jlt
T~
W E ~ ~ ~e A.
J ~
S ~ ~"
~ ~ ~ y,
9E
gy ~
!.~
~~t .~? ,e , w.~..;
~P ~j~g::
~a,.~ "e) , ° \ °4~ InFillrolion ~
j~ 2 "°J Basin
('i' S s
Op ~fb~,~eeF / ~o
`~i rye' ,PC~viou5 r 2-Story,
A Z . Drevewoy ' 6u
,~_ / a k 9 Residence \
~ ~ ~` ~~ ~~~_`"~' on Pilings
~~ Garage Slab Sot Rey, p0
~ ,
Elev, 11.5 ~ ,° ' / ~:~ 0'
~5's,~~ First Floor ~ ~ ~
f \~6a.~e \' a Elev. 20.6 + ~o~
8' PERFORATED
INJECTION HDPE
MOLDED ST GEOTEXTILE FABRIC
r RD' BEND
~ FINAL GRADE y ~ (OVERLAP 12' MIN.)
..,4,`
l
SNAP CONNECTION
i 12° WIDTH PER PLAN
i IN.IECTION MOLDED WT
I ! TEE FITTING
Trench Section
(No Scale)
Trench
Depth ,-'
~~
Trench
Width
(No Scale)
Impervious SurFaces: ,
Structure - 1728 s.f.
Pervious Pvmt. - n/a
Total - 1728 s.f. (34.6X)
Notes:
I. Roof storm water run-off collected
in roof gutter and downspout system
attached to 8" perforated pipe.
2. 6" minimum cover over trenches
wrapped in filter cloth.
3. Engineer must be contacted prior to
covering infiltration trenches for
field review E final stormwater
management certification, 1
Owner/Developer:
David A. ~
Teresa I, . Vandamme
4G01 Linden Ridge Road
Wilmington, NC 28412
Ref, D.B. 4304-21
Graphic Scale,
0 10 20 40
Boundary data fra'n o
survey by:
~iobbs Surveying Co., Inc.
~ J
~o
~~ ~
Vicinity Map
(No Scole)
w
~~
m~'
r
~~
J
N
General Notes:
1. Total Tract Area - 5000 s.f.
(0.115 ac.t)
2, New Ranover Co. Parcel No,:
3!30(18) - 31 - 3442
3. Zoning District: R-I
3. This property is located in a
Special Flood Zone as Shawn
on the N.G. F.I.R.M. Panel
(lap No. 3720313000J, Zone AE
with a Base Flood Elev. of 12.
n/F
Wilmington 3each
Investment Corp. ,,tf66EE161111/
~
SEAL ~`;
~~
:,N 742 y

,,~~;r~..,........ <<,
//
y
A
,
a
~( ~,, D to - 0 l p 5 /~~
`
` V~
I
G'`~5~41 1'30 ~ 07
Lot I7, Block 36, Wilmington Beach (ih,B. 2/30)
1...J~~ i 1. l1 ~~.1iI I~
Carolina Beach, North Carolina
`Kole: ~~~ 20~ SF~et: I of I
Dote: 01/30/07 ~Jlte ~~Qn Project: 030700
, `
EFt~Sf~E€k:~ E ~L~.k~tf€~5 f ~t~~~'~~~i€S
7040 Wrightsville Avenue, Suite 101, V1~ilmington, North Carolina ?4803
Tel: [phone] Fax: [phone]
t ~ ark-Ball of
Flmge on Fire Hydrant
of SE corner of Banito Ln.
t Tenne55ee Ave. 11.10
N ~ \ Q~ /
65 Sgrlln _ l
n/F ~ '.'
~ierbert ~ l00•0l~
Barbara Walker ~~~
D,B. 2075-003 b' X 21' '
InFillrotian
Basin
tt57 CLEAN
WASHED STONE
5' ABOVE PIPE AND
5' BELOW PIPE
granite Q wrapped
w/ filter cloth
B° Perforated
drain pipe

j \ Trench filled w/ tt57
~- woslxd crushed
Trench Detail

N fi5°59'11" W 100.01'
I LAWNI ~
I LANDSCAPING
r-- --------- ---------------------------------------------- --
i
LAWNMNDSCAPING
I i
~
~ -r~-----+------
~

i
i
i~ i
~ i
i l

I i
i
i
- - , y
i ~i
~ ~~

p
I i
i

~
' , ~
~ ~ ~

k
I I

1
O
~I ~
U

I a ~ I
~ PROPOSED TWO-STORY ~ I
~ I- -
~

`~
I ~ I
W~
~,
~ RESIDENCE ON PILINGS

~ FFE TO :BE DETERMINED
~ 4
M I

- -
~
_J

Q~
m
w~
rn
~~
z
0
LAWN/LANDSCAPING
o M1N.2 ABOVE BFE
cV I !Y i ~ w ® ~ ~
~ -
I ~---------- --------------------°---------------------------
I HVAC STAND-
I LAWNILANDSCAPING EL +2' ABOVE BFE
S 65°59'33" E 100.04'
---------------------------
v~, ot,-olo5
II~IPFRVIOUS AREA GAI_GULATION
LOT AREA - 5,000 SF
HOUSE -1,910 SF (TO ROOF OVERHANG)
UNCOVERED DECKSISTAIRS - 70 SF
DRIVEWAY - 610 SF
i
~I
~)
WI
of
0
OI
LAWNMNDSCAPING 1
1 SITE PLAN
1"=10'
Al
PROJECT
TOTAL - 2,590 SF
PERCENTAGE OFLOT = 51.8
GENERAL NOTES:
1. SITE PLAN BASED ON INFORMATION OBTAINED FROM SURVEY PREPARED BY
BRIAN N. HOBBS DATED AUGUST 26, 2005. THE DESIGNER AND CONTRACTOR
ARE ENTITLED TO RELY UPON THE ACCURACY OF SUCH INFORMATION.
LEA
~. • ~. • - - ~ PROPERTY LINE
-------------------- SETBACK LINE
2. LOT LIES WITHIN DESIGNATED 404 WETLANDS.
3. CONTRACTOR TO VERIFY FEMA FLOOD ZONE (IF ANY) WITH NEW HANOVER
COUNTY PRIOR TO CONSTRUCTION.
W
ZU
~~
~a
H~
0°
m
4. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGRdUND UTILITIES
PRIOR TO CONSTRUCTION.

I~ydroc~rap~- I~eporfi
Hydraflow Hydrographs by Intelisolve
Myd. N©. 1
1113 Bonito Lane
Hydrograph type = ~SCS Runoffi
~
Storm frequency 10 yrs
=
Drainage area = 0.04 ac
Basin Slope = 0.5
Tc method = KIRPICH
Total precip. = 7.20 in
Storm duration = 24 hrs
Hydrograph Discharge Table
Time--Outflow
(hrs cfs)
12.00 0.26
12.02 0.29
12.03 0.30 «
12.05 0.28
12.07 0.25
End
v a. ot~ -o X05
Tuesday, Jan 30 2007, 5:51 PM
Peak discharge = 0.30 cfs
Time interval = 1 min
Curve number = 98
Hydraulic length = 75 ft
Time of conc. (Tc) = 1.666435 min
Distribution = Type III
Shape factor ' = 484
Hydrograph Volume = 940 cuft
( Printed values >= 80 % of Qp. )
~`~4'Q` FESS/p ~''~.
~ ~ ~
. ~ 4Q SEAL -A~
~ 19742 ~j
~ FNGINE~~ ~;
s
~/

~1~/~rc~~raph f~~pc~rfi
Hydraflow Hydrographs by Intelisolve Tuesday, Jan 30 2007, 5:51 PM
Hyd. fVQ. 2
Infiltration
Hydrograph type =Reservoir Peak discharge = 0.09 cfs
Storm frequency = 10 yrs A Time interval = 1 min
Inflow hyd. No. = 1 ~ Reservoir name =Infiltration Basi
Max. Elevation = 9.46 ft Max. Storage = 156 cuft
Storage Indication method used. Qutflow hydrograph volume = 940 cult
hlydrograph Di scharge Table tP`~~`ed~a~~e5 ~-aoiorQp>
Time Inflow Elevation Clv A Clv B Clv C CIv D Wr M Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs - cfs cfs cfs cfs cfs.
00
12 0.26 8.67 ----- ----- ----- ----- ----- ----- ----- ----- 0.073 0.07
.
02
12 0.29 8.79 ----- ----- ----- ----- ----- ----- ----- ----- 0.076 0.08
.
03
12 0.30 « 8.91 ----- ----- ----- ----- ----- ----- ----- ----- .0.079 0.08
.
05
12 0.28 9.03 ----- ----- ----- ----- ----- ----- ----- ----- 0.081 0.08 _
.
07
12 0.25 9.13 ----- ----- ----- ----- ----- ----- ----- ----- 0.083 0.08
.
08
12 0.22 9.22 ----- ----- ----- ----- ----- ----- ----- ----- 0.085 0.09
.
10
12 0.19 9.28 ----- ----- ----- ----- ----- ----- ----- ----- 0.087 . 0.09
.
12
12 0.16 9.33 ----- ----- ----- ----- ----- ----- ----~- ----- 0.088 0.09
.
13
12 0.14 9.37 ----- ----- ----- ----- ----- ----- ----~- ----- 0.089 0.09
.
12
15 12
0 9.39 ----- ----- ----- ----- ----- ----- ----~- ----- 0.089 0.09
.
17
12 .
0.12 9.41 ----- ----- ----- ----- ----- ----- ------ ----- 0.090 0.09
.
12
18 0.11 9.42 ----- ----- ----- ----- ----- ----- ------ ----- 0.090 0.09
.
20
12 0.11 9.43 ----- ----- ----- ----- ----- ----- ------ ----- 0.090 0.09
.
22
12 11
0 9.44 ----- ----- ----- ----- ----- ----- ---~-- ----- 0.090 0.09
.
12
23 .
0.10 9.45 ----- ----- ----- = --- ----- ----- ---~-- ----- 0.091. 0.09
.
25
12 0.10 9.46 ----- ----- ----- ----- ----- ----- ----- 0.091 0.09
.
27
12 0.09 9.46 ----- ----- ----- ----- ----- ----- ---~-- ----- 0.091 0.09
.
28
12 0.09 9.46 « ----- ----- ----- ----- ----- ----- ----- ----- 0.091 0.09 «
.
30
12 0.09 9.46 ----- ----- ----- ----- ----- ----- ----- ----- 0.091 0.09
.
32
12 0.08 9.46 ----- ----- ----- ----- ----- ----- ----- ----- 0.091 0.09
.
33
12 08
0
-----
9.45 ----- ----- ----- ----- ----- ----- ----- 0.091 0.09
.
35
12 .
07
0 9.45 ----- ----- ----- ----- ----- ----- ----- ----- 0.090 0.09
.
12
37 .
07
0 9.44 ----- ----- ----- ----- ----= ----- ----- ----- 0.090 0.09
.
38
12 .
0.07 9.42 ----- ----- ----- ----- ----- ----- ----- ----- 0.090 0.09
.
12
40 06
0 9.41 ~ ----- ----- ----- ----- ----- ----- ----- ----- 0.090 0.09
.
42
12 .
0.06 9.39 ----- ----- ----- ----- ----- ----- ----- ----- 0.089 0.09
.
43
12 06
0
-----
9.38 ----- ----- ----- ----- ----- ----- ----- 0.089 0.09
.
45
12 .
05
0
-----
9.36 ----- ----- ----- ----- ----- ----- ----- 0.088 0.09
.
47
12 .
05
0
-----
9.33 ----- ----- ----- ----- ----- ----- ----- 0.088 0.09
.
48
12 .
04
0
-----
9.31 ----- ----- ----- ----- ----- ----- ----- 0.087 0.09
.
50
12 .
04
0 9.28 ----- ----- ----- -----
----- ----- ----- ----- 0.087 0.09
.
52
12 .
04
0 9.26 ----- ----- ----- ----- ----- ----- ----- ----- 0.086 0.09
.
53
12 .
03
0 9.23 ----- ----- ----- -----
----- ----- ----- ----- 0.086 0.09
. . -- ----- --~-- ----- 085
0 0.08
12.55 0.03 -----
9.20 ----- ----- ---
-----
----- ---~--
----- .
084
0
0
08
12.57 0.03 -----
9.17 ----- ----- -----
-----
-
---~--
----- .
0
084 .
08
0
12.58 0.03 9.14 ----- -
----- ----- ----- --- -----
----- ----- ----- .
083
0 .
0
08
12.60 0.03 -----
9.11 ----- ----- -----
-----
-
----- ---~--
----- .
082
0 .
08
0
12.62 0.03 9.08 - -----
----- ----- --- . .

Continues on next page...

Infiltration
Myclrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D IExfil . Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
63
12 03
0 9.05 ----- ----- ----- ----- ---=- ----- ----- ----- 0.082 0.08
_
.
65
12 .
03
0 9.02 ~ ----- ----- ----- ----- ----- ----- ----- ----- 0.081 0.08
.
67
12 .
03
0 8.99 ----- ----- ----- ----- ----- ----- ----- ----- 0.080 0.08
.
12
68 .
03
0 8.96 ----- ----- ----- ----- ----- ----- ----- ----- 0.080 0.08
.
70
12 .
0
03 8.93 ----- ----- ----- ----- ----- ----- ----- ----- 0.079 0.08 -
.
72
12 .
03
0 8.90 ----- ----- ----- ----- ----- ----- ----- ----- 0.078 0.08
.
73
12 .
03
0
-----
88
8 ----- ----- ----- ----- ----- ----- ----- 0.078 0.08
.
.
12.75 .
0.03 .
-----
8.85 ----- ----- ----- ----- -----

- -----

--
-- -----

----- 0.077

077
0 0.08

08
0
12.77 0.03 -----
8.82 ----- ----- ----- -----
- ----
----- -
----
----- .
076
0 .
0.08
12.78 0.03 -----
8.79 -- ----- ----- -----
--
-----
-----
----- .
0
075
0.08
12.80 0.03 -----
8.76 ----- ----- -----
-----
----`
-----
----- .
075
0
0.07
12.82 0.03 -----
8.73 ----- ----- ----- -----
-----
-----
----- .
074
0
0.07
12.83 0.02 -----
8.71 ----- ----- -----
-----
-----
-----
----- .
073
0
0.07
12.85 0.02 -----
8.68 ----- ----- -----
-----
=
-----
-----
----- .
073
0
0.07
12.87 0.02 8.65 - -----
----- -- .
...End

~OI1C~ ~F;p4i~
Hydraflow Hydrographs by Intelisolve Tuesday, Jan 30 2007, 5:51 PM
Pand No. 1 -Infiltration Basin
Pond Data
Bottom LxW = 42.0 x 6.0 ft Side slope = 0 .0:1 Bottom elev. = 8.00 ft .Depth = 1.50 ft
Sfiage /Storage Table
Stage (ft) Elevation (ft) Contour a rea (sgft) Incr. Storage (cult)" Total storage (cult)' ("42.30% voids applied)
00
0 8.00 252 0 0
.
08
0 8.08 252 8 8
.
0
15 8.15 252 8 16
.
0
23 8.23 252 8 24
.
0
30 8.30 252 8 32
.
38
0 8.38 252 8 40
.
45
0 8.45 252 8 48
.
53
0 8.53 252 8 56
.
60
0 8.60 252 8 64
.
0
68 8.68 252 8 72
.
75
0 8.75 252 8 80
.
0
82 8.83 252 8 88
.
90
0 8.90 252 8 96
.
97
0 8.98 252 8 - 104
.
1
05 9.05 252 8 112
.
1
13 9.13
- 252 8 120
.
20
1 _
9.20 252 8 128
.
28
1 9.28 252 8 136
.
1
35 9.35 252 8 144
.
1
43 9.43 252 8 152
.
1.50 9.50 252 8 160
Culvert /Or ifice Structures Weir Structur es
[~] LB] [~] LD] [A] L~] [~l. LD]
Rise (in) = 0.00 0.00 0.00 0.00 Crest Len (ft) = 0.00 0.00 0.00 0.00
Span (in) = 0.00 0.00 0.00 0.00 Crest EI. (ft) = 0.00 0.00 0.00 0.00
No. Barrels = 0 0 0 0 Weir Coeff. = 3.33 0.00 0.00 0.00
Invert EL (ft) = 0.00 0.00 0.00 0.00 Weir Type = --- -- --- ---
Length (ft) = 0.00 0.00 0.00 0.00 Multi-Stage = No No No No
Slope (%) = 0.00 0.00 0.00 0.00
N-Value = .013 .000 .000 .000
Orif. Coeff. = 0.60 0.00. 0.00 0:00
filtration = 10
E
000 inlhr (Wet area)
Tailwater
Elev. = 0.00 ft
Multi-Stage = n/a No No No x .
Note: CulverUOrifice outflows Yiave been analyzed under inlet and outlet control.
Stage /Storage /Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr ~ Wr B Wr C Wr D
f Exfil
cfs Total
cfs
f# tu ft ft cfs cfs cfs cfs cfs - cfs cfs c
s
- --- --- --- 0.000 0.
0.00 0 8.00
--- --- --- --- --
--- ---
---
0.060
0.06
0.08 ---
8 8.08 --- --- --- ---
--- ---
---
0.062
0.0
0.15 ---
16 8.15 --- --- --- ---
--- ---
---
0.063
0.
0.23 24 8.23 --- --- --- --- --- 0.065 0.06
0.30 ---
32 8.30 --- --- --- ---
--- ---
---
0.067
0.
0.38 ---
40 8.38 --- --- --- ---
--- ---
---
0.068
0.0
0.45 ---
48 8.45 --- --- --- ---
-
--- ---
---
0.070
0.07
0.53 ---
56 8.53 --- --- --- --
--- ---
---
0.072.
0.0
0.60 ---
64 8.60 --- --- --- ---
--- ---
---
0.073
0.0
0.68 ---
72 8.68 --- --- --- ---
--- --- -
---
0.075
0.07
0.75 80 8.75 --- --- --- -= --- 0.077 0.08
0.82 ---
88 8.83 --- --- --- ---
___ ___
_--
0.078
0.0
0.90
---
96 8.90 --- ___
--- `-

___ _--

---

0.080

0.0
0.97 104 8.98 --- --- ___
--- -""
--- ---
---
0.082
0.08
1,05 ---
112 9.05
--- --- ---
---

--- ---

---

0.083

0.0
1.13 120 9.13
---
--- --- ---
---

--- ---

---

0.085

0.0
1.20 128 9.20
--- --- --- --- ---
"
--- ---
---
0.087
0.0
1.28 136 9.28. ---
--- --- --- --- 0.088 0.09
1.35 144 9.35 --- --- --- --- --- --- --- --- 0.090 0.09
1.43 152 9.43 --- -- --- --- --- 0.092 0.09
1.50 160 9.50 ---