19880165 Ver 1_COMPLETE FILE_19880101

DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY-SECTION
Comme is concerning an upplic tion,.for S ate Fe ral CAMA Permit(s) from
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A. PERMIT:
This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
This office has no objection to the issuance of the permit(s) for the proposed
/"4'project with the following conditions:
That the activity be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-
related discharge (increases of 25 NTU's or less are not considered
significant).
That the instream turbidity not be increased by more than 50 NTU's as a
result of the proposed activity after a reasonable opportunity for dilu-
tion and mixture.
That turbidity levels in shall not be increased
by more than 10 NTU's as a result of the proposed activity after a reason-
able opportunity for dilution and mixture.
B. CERTIFICATION STATUS:
Certification is not required
for this project.
Certification is required for
this project. Such action to
process the certification has
been initiated. Proposed
Certification will be acted on
or after
X
The proposed project is certified
under General Certification
No. 1179 issued on January 25,
1977, for sewer line construction
B). No. 1272 issued on November 10,
1978, for bulkhead construction.
C) No. 1273 issued on November 10,
1978, for discharges of liquid
effluent from diked upland disposal
areas.
D) No. 1431 issued on October 16,
1980, for boat ramp construction.
E) No. 1664 issued on September 8,
1983, for Rip-Rap Placement.
F) No. 1665 issued on September 19,
1983, for incidental bridge
construction.
I
DIVISION OF ENVIRONMENTAL MANAGEMENT
i f
DIVISION OF ENVIRONMENTAL MANAGEMENT
MEMORANDUM
DATE :
TO: Bill Mills°
Operations Branch E / !
FROM: James H. Gre son Zrh"6 G r !
Wilmington Re 'onal office !1
7n '1.4?/ gyn.
THROUGH: Donald Safri
Wilmington Regional Office
SUBJECT: Regional Office Review & Recommendations
Application for Permit for Exc vation and/or Fill
1 /l w FLU -
PROJECT DESCRIPTION: /-4ZJ` GG c?n?s olo0" 79
Aar .
ADJACENT WATER BODY: ?Q c
CLASSIFICATION: ,?14 Status: Vas- / a xe*? ava
The project has been reviewed to determine impacts to water
quality. The appropriate comments below have been checked:
V) The project it /will not require a 401 Water Quality
Certification.
(?) The project complies with the General 401 Water Quality
Certification # // 79 for S&uf,,
(x) The proposed project should be done in such a way as to
not cause the turbidity outside the immediate
construction area to exceed J S NTU.

This office has no objection to the project as proposed.
JHG:mb
cc : DCM - dc)beX'f s 40f4g , .JIP -
CF, WiRO

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State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor David W. Owens
S. Thomas Rhodes, Secretary Director
Wilmington Regional Office
7225 Wrightsville Avenue
Wilmington, NC 28403
[phone]
September 27, 1988
Mr. Dale Cardwell
Talbert, Cox & Associates, Inc.
248 North Front Street
Wilmington, NC 28402
Dear Mr. Cardwell:
The Division of Coastal Management hereby acknowledges receipt of your
application for state approval for installation of sewer outfall and three lift stations
to serve the Bayshore area. Based on changes in the original proposal and
additional verbal information, it was considered completed on September 8, 1988,
and appears to be adequate for processing at this time. The projected deadline for
making a decision is November 22, 1988. An additional 75-day review period may
be necessary and if so, you will be advised of the extension and the new deadline.
NCGS 113A-119(b) requires that Notice of an application be posted at the
location of the proposed development. Enclosed you will find a "Notice of Permit
Filing" postcard which must be posted at the site of your proposed project. You
should -post this card at a conspicuous point along your property where it can be
observed from a public road. Some examples would be: nailing the notice card to
a telephone pole or tree along the road right-of-way fronting your property, or at
a point along the road right-of-way where a private road would lead one into your
property. Failure to post this Notice could result in an incomplete application.
A field report has been prepared and is in the process of being circulated to
the various state and federal review agencies for their comments. If additional
information is required based on this review, the agencies may contact you directly.
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
Mr. Dale Cardwell
September 27, 1988
Page TWO
Please contact me if you have any questions and notify me in writing if you
wish to receive a copy of my field report and/or comments from reviewing agencies.
Sincerely,
C. Robert Stroud, Jr.
Field Representative III
CRS/sfc
Enclosure
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. Applicant's name New Hanover County - Water and Sewer District
2. Location of project site Bayshore subdivision off US 17 - New Hanover County -
No photo coverage
3. Investigation type: Dredge & Fill X CAMA X
4.
Investigative procedure: (A) Dates of site visit 9-6-88
(B) Was applicant present no
5. Processing procedure: Application received complete 9-8-88 Office WiRO
6.
7.
Site description: (A) Local Land Use Plan Wilmington - New Hanover County
Land Classification from LUP transition - conservation
Development constraints identified in LUP none for
public projects of this nature
(B) AEC(s) involved: Ocean Hazard Estuarine Shoreline X
Coastal Wetlands X Public Trust Waters X
Estuarine Waters X Other
(C) Water dependent: Yes
No X Other
(D) Intended use: Public X Private Commercial
(E) Type of waste water treatment: Existing septic tanks
Planned county system outfall and forcemain
(F) Type of structures: Existing n/a
Planned lift stations and outfalls and forcemains
(G) Estimated annual rate of erosion
Habitat description:
(A) Vegetated wetlands:
Scirpus species
(B) Non-vegetated wetlands:
n/a
(C) Other:
(D) Total Area Disturbed:
Dredged
Source
AREA
Filled Other
approx. 50 s.f.
approx. 50 s.f.
8. Project Summary The applicants propose to install sewer outfall and three
lift stations within the Bayshore subdivision.
Bayshore Subdivision - New Hanover County
Page TWO
9. PROJECT DESCRIPTION
The project is located within the Bayshore subdivision. The site of
lift station 1 is adjacent to the existing boat ramp area within the
subdivision. This boat ramp is on a small branch of a main tributary to Pages
Creek. The lift station is sited on high ground (see C27). Lift station 2 is
on another branch off upper Pages Creek. It too is located on high ground (see
25). Lift station 3 is sited on high ground. However, in order to reach it a
small ditch containing Scirpus species will be crossed with the access road
(see C23). All thq outfall lines are located within the road right of ways.
Stations 1 and 2 are located within 75' of mean high water and station 3
involves filling coastal wetland species. Pages Creek is classified as SA
closed and is a designated primary nursery area.
10. ANTICIPATED IMPACTS
Approximately 50 square feet of Scirpus species will be consumed in order to
construct lift station 3. The application states that wetlands will be filled
in the three lift station sites. However, field investigations revealed that
this will not be the case.
Submitted By: C. Robert Stroud, Jr. Date: September 22, 1988 Office: Wilmington
RE: Application for a State Permit - New Hanover Co., Bayshore Subdivision
I have no objections to the.proposed project subject to the following
conditions.
1. All excavated material must be deposited on high ground and prevented from
entering waters or wetlands of the State.
2. At lift station 3, the access road must be kept to the minimum size
necessary to cross the ditch. Both sides must be stabilized with silt
barriers to avoid marsh impact.
Talbert, Cox
& Associates, Inc.
AN ESPEY, HUSTON COMPANY
July 22, 1988
North Carolina Dept. of Natural Resources
and Community Development
CAMA Section
Wrightsville Beach, North Carolina 28480
ATTENTION: Mr. Bob Stroud
Re: New Hanover County
Water & Sewer District
Phase II Interceptor Project
.TCA #2276-802
Dear Mr. Stroud:
Enclosed for your review and approval is 1 copy of applica-
tion.for the CAMA permit. As per your instruction, a permit ap-
plication has.been.filed for:
1 Barnards Creek-area
2. Whiskey Creek area
/3- Bayshore.area
The application fee will be forthcoming from the County Engi-
neering Department.. If questions or comments arise, please con-
tact me.
Sincerely,
Si Riffle, P.E.
Project Engineer
SR:ls
cc: Wyatt Blanchard
248 North Front Street • P.O. Drawer 1730 -Wilmington, North Carolina 28402 . [phone]

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DIVISION OF
COASTAL
MANAGEMENT
FIELD OFFICES
Elizabeth City
108 South Water Street
Elizabeth City, N.C. 27909
[phone]
0
V S\ /
Washington
Box 1507
1424 Carolina Avenue
Washington, N.C. 27889
[phone]
00
Wilmington
7225 Wrightsville Avenue
Wilmington, N.C. 28403
d [phone]
pU -
C:::?)
?e
Morehead City
Box 769
3411 Arendell Street
Morehead City, N.C. 28557
[phone]
1-800-682-2632
Raleigh Central Office
N.C. Department of Natural Resources and
Community Development
512 N. Salisbury Street
Box 27687
Raleigh, N.C. 27611-7687
[phone]
U.S. Army Corps of Engineers
Wilmington District
Box 1890
Wilmington, N.C. 28402
[phone]
Please type or print. Carefully describe all an-
ticipated development activities, including construc-
tion, excavation, filling, paving, land clearing, and
stormwater control. If the requested information is
not relevant to your project, write N/A (not ap-
plicable). Items 1-4 and 8-9 must be completed for
all projects.
a. Name N. Hanover County Wtr & Star District
Address 414 Chestnut St. , Room 101
City Wilmington State NC
Zip 28401 Day phone [phone]
X Landowner or Authorized agent
b. Project name (if any) N. Hanover Cty Phase
II Interceptors, Force Mains, Pump Stations
c. If the applicant is not the landowner, also give
the owner's name and address.
County will.acquire easements & road
encroachments, has right of imminent
domain, and has financial responsibility
for..develo t rovements.
a. Street address or secondary road number
See Attachments
b. City, town, community, or landmark
Bavshore
C. County N. Hanover
d. Is . proposed work within city limits or planning
jurisdiction? N. Hanover Planning District
e. Name of body of water nearest project
Pages Creek at Bavshore
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier).
SEwer Pi reel i nps and Pimmi ng
Stat-i ons
If you plan to build a marina, also complete
and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an ex-
isting project, new work, or both?
New Work
c. Will the project be for community, private, or
commercial use?
Public Utility
d. Describe the planned use of the project.
New Hanover .o m Phase T
?g?tat-i on??_Fnr Mai n ?. an?7 __
Tni-nrnepi-cm-,
a. Size of entire tract 9 Acres (incl. upland)
b. Size of individual lot(s) NA
c. Elevation of tract above mean sea level or Na-
tional Geodetic Vertical Datum. See Attarlmnent
d. Soil type(s) and texture(s) of tract See
Attachments (Fig. 4 - 6 a, b)
e. Vegetation on tract Lawn grass at Bay-shore
#1, 6" pines at Bavshore 2, 3
f. Man-made features now on tract None on
P» Station Sites
g. What is the CAMA Land Use Plan Classifica-
tion of the site? (Consult the local land use
plan.)
Conservation Transitional
Developed Community
Rural Resource TicotectOther
h. How is the tract zoned by local government?
R-15
i. How are adjacent waters classified? SA
j. Has a professional archaeological survey been
carried out for the tract? Yes
If so, by whom? Dr. Thanas Tof fi el d
Complete this section if the project includes any
upland development.
a. Type and number of buildings, facilities, or
structures proposed Buried Pipeline (38,989LF)
Five Ptfrp Stations
b. Number of lots or parcels NA
c. Density (Give the number of residential units
and the units per acre.) NA
d. Size of area to be graded or disturbed Approx.
9 Acres, (38,989LF)
e. If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and sedimen-
tation control plan at least 30 days before land
disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been
submitted to.the Division of Land Resources?
Yes
f. Give the percentage of the tract within 75 feet
of mean high water to be covered by im-
permeable surfaces, such as pavement,
buildings, or rooftops. 89%
g. List the materials, such as marl, paver stone, b. Amount of material to be excavated from'
asphalt, or concrete, to be used for paved below wa_t_er level_ in. cubic yards None
surfaces. Agphalt, _ Crushed Stone c. Type of material_ NA
d. Does the area to be excavated include marsh-
h. If applicable, has a stormwater management land, swamps, or other --wetlands? NA
plan been' submitted to the Division of En-7 e. High ground excavation, in cubic yards -0-
vironmental Management?' NA f. Dimensions of spoil disposal area NA
i. Describe proposed sewage disposal and/or waste g. Location of spoil disposal area Offsite
water treatment facilities. NA Unspecified Areas
h. Do you claim title to the disposal area? NA
j. Have these facilities received state or local If not, attach a letter granting permission from
approval? Yes the owner.
k. Describe existing treatment facilities. i. Will a disposal area be available for future
Wilmington South Side maintenance?? NA
_WVIP If so, where?
j. Does the disposal area include any marshland,
1. Describe location and type of discharges to swamplland,!or water areas? NA
waters of the state (for example?, surface runoff, k. Will the fill material be placed below mean
sanitary wastewater, industrial/commercial high water? No
effluent, or "wash down"). 1. Amount of fill in cubic yards 321 cy
Surface Runoff m. Type of fill material Sandy Soil
n. Source of fill material'-, Offsite Borrow
m. Water supply source Cape Fear Utilities o. Will fill material be placed on marsh or other
n. If the project is oceanfront development, wetlands? Yes, 112 , cy. -
describe the steps that will be taken to main- p. Dimensions of the wetland to be filled 28x 8, 33x337
x
tain established public beach accessways or pro- q. 48
How will excavated or fill material be kept on
.
vide new access. NA Silt Fences,
site and erosion controlled?
4" Thick paving with 3/4" crushed stone
o. If the project is on . the oceanfront, what will r. What type of construction equipment will be.
be the elevation above mean sea level of the _ used (for example, dragline, backhoe, or
first habitable floor? hydraulic dredge)? Back-hoe, Sheet Piling
s. Will wetlands be crossed in transporting equip-
ment to the project site?_M If yes, explain
the steps that: will be taken to lessen en-.
a. Describe below the purpose of proposed excava- vironmental impacts.
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Length Width Depth
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
a. Length of bulkhead or riprap
b. Average distance waterward of mean high water
or normal water level
c. Shoreline erosion during preceding 12 months,
in feet
Fill placed in
wetland or below
MHW
Upland fill
areas
NA NA NA
NA NA NA
NA NA NA
33
28
48 33
28
33
35
15 43
15
2
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A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
In addition to 'the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected property. If the applicant is not
claiming to be the owner of said property, then for-
ward a copy of the deed or other instrument under
which the owner claims title, plus written permis-
sion from the owner to carry out the project.
A check for $100 made payable to the Depart-
ment of Natural Resources and Community
Development to cover the costs of processing the
application.
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black
ink on 8 V2 x 11 white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing that agency's use of larger drawings.) A site or
location map is a part of plat requirements and it
must be sufficiently detailed to guide agency per-
sonnel unfamiliar with the area to the site. Include
county road (SR) numbers, landmarks, and the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit com-
ments on the proposed project to the Division of
Coastal Management. The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113.229(d).
Name Bayshore Estates, Inc.
Address P. 0. Box 3649 Azalea Sta.
Wihnincgton, NC 28406
Name Ballard Ernesto Dole C
Address 1715 Paddock Circle
Charlotte, NC 28209
Name
Address
A statement on the use of public funds. If the
project involves the expenditure of public funds, at-
tach a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.G.S. 113A-1 to 10).
Any permit issued iri response to this application
will allow only the development described in the
application. The project will be subject to condi-
tions and restrictions contained in the permit.
I certify that to the best of my knowledge, the pro-
posed activity complies with the State of North
Carolina's approved Coastal Management Program
and will be conducted in a manner consistent with
such program.
I further certify that I am authorized to grant, and
do in fact, grant permission to representatives of
state and federal review agencies to enter on the
aforementioned lands in connection with
evaluating information related to this permit ap-
plication and follow-up monitoring of project.
c
This is the ?= day of
19 &-8 .
X C. c? ` I?-?
Landowner or Authorized agent
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the inside front cover for the appropriate
DCM office and addresses and phone number.

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NEW HANOVER COUNTY
201 FACILITY PLAN UPDATE
APRIL, 1988
W
n
7

__ r N it
p
- `
.- •
?
?
ly
•?_
_
-
.`
TALBERT, COX & ASSOCIATES, INC.
h AN ESPEY. HUSTON COMPANY
DEPTH DESCRIPTION
FT. ELEVATION A? +10 MSL
t 0

I
?.11 7.0
1 12.(
22.C
33.0
34.0
35.0
ELEV.
0

Loose'Dark Gray Fine to Medium
SAND - Trace of Cl.ay (SP-SC)
• 6
Very Soft Gray Sandy CLAY (CH)
•
Very Soft to Soft Gray Silty CLAY
(CH)
•2
•3
Loose to Very Loose Gray Fine to
Medium SAND (SP)
• 5
S ?t7oM o F SERB -- 19 M SL
4
Ver Soft Dark Brown CLAY (CH)
* • 6

Boring completed at 35.0'.
*Firm Gray Shell Fragments &
Partially Cemented Sands
ff. BORING AND SAMPLING MEETS ASTM D-1586
?I. CORE DRILLING MEETS ASTM D-2113
PENETRATION IS.THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.
i) 'UNDISTURBED SAMPLE - WATER TABLE- 24HR.
151% ROCK CORE RECOVERY WATER TABLE-IHR.
4 LOSS OF DRILLING WATER
PENETRATION- BLOWS PER FT.
10 20 30 40 60 80 100
r
BAYSHOU #1
TEST BORING RECORD
BORING NO. -
88
DATE DRILLED 6-13-88
JOB NO. 1054-88-517
S&ME
3
DEPTH DESCRIPTION
FT. ELEVATION I-' +9 MSL
0.0
8.0
18.5
I
I
I
33.7
ELEV. 0 PENETRATION- BLOWS PER FT.
0 10 20 30 40 60 80 100
Firm Gray Fine to Medium SAND (SP)
15
Loose to Very Loose Tan Fine to
M
di
SAND - T
f
l 4 110
e
um
race o
C
ay (SP-SC)
4
01 31 1 1 1 1
Very Dense to Loose Tan & Gray
Partially Cemented Sands & Shell
Fragments
Note; Thin layers of rock were

4

1- 10
encountered in this stratum.
Bob oM Of LAB -19 MSL

'
Boring completed at 33.7
.
BORING AND SAMPLING MEETS ASTM D-1586
CORE DRILLING MEETS ASTM D-2113
I' PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 301N. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.
I, (UNDISTURBED SAMPLE WATER TABLE- 24HR.
1501% ROCK CORE RECOVERY "":--!--WATER TABLE-IHR.
1 A 1 ncc nF nRn 1 wr, wATFa
31/6"
i5/2"
BAYSHORE #2
TEST BORING RECORD
BORING NO. B-12
DATE DRILLED 6-13-88
JOB NO. 1054-88-517
ME
3
DEPTH DESCRIPTION
1 FT. ELEVATION x. +7 MSL
i 0.0
1
7.0
12.0
18.5
19.5

30.0
ELEV.
0
Very Soft Brown & Tan Sandy CLAY (CL)

Loose Tan Clayey Fine SAND to Sandy
CLAY (SC/CL)
Loose Gray Fine to Medium SAND (SP)
•5
Soft Brown CLAY (CH) p
Very Dense to Firm Tan & Gray
Partially Cemented Sands & Shell
Fragments
B°7?M of SAAB (-?? Mss
Note: Thin layers of rock were
encountered in this stratum.
• 24 ,
Boring completed at 30.0'.

BORING AND SAMPLING MEETS ASTM D-1586
CORE DRILLING MEETS ASTM D-2113
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 301N. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.
i
I UNDISTURBED SAMPLE WATER TABLE- 24HR.
151% ROCK CORE RECOVERY -' WATER TABLE-I HR.
LOSS OF DRILLING WATER
OPENETRATION-BLOWS PER 'FT.
10 20 30 40 60 80 100
50/1"1
BAYSHORE #3
TEST BORING RECORD
1.
BORING NO. BB-13 _
DATE DRILLED 6-1.4-88
JOB NO. 1054-88-517
&ME