SW7061108_HISTORICAL FILE_20200603

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW %&Z/ &
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
June 3, 2020
Roman Catholic Diocese of Raleigh, NC
Attention: Mr. Michael Wengenroth, Director of Property, Construction and Risk
The Catholic Center
7200 Stonehenge Drive
Raleigh, NC 27613
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7061108
Annunciation Catholic Church
Havelock, NC, Craven County
Dear Mr. Wengenroth:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7061108 for a stormwater treatment system consisting of a
bioretention area serving Annunciation Catholic Church located at 246 B East Main
Street, Havelock, NC expires on November 28, 2020. This is a reminder that permit
renewal applications are due 180 days prior to expiration. We do not have a record of
receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
tt de i n - -
rules/stormwater-nr_oeramAwst-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at roQer.thor1eCcDncdenr.gov.
Sincerely,
Rog r K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
_ Washington Regional Office 1 943 Washington Square Mall I Washington. North Carolina 278a9
252.946.6481

Ann;tnciatN'Cathoiic Church
Subject: Annunciation Catholic Church
From: "Jamie Byrd" <[e-mail]>
Date: Wed, 22 Nov 2006 14:22:39.-0500
To: <[e-mail]>
CC: "Doug Saunders"<[e-mail]>, "Marc E. Christopher"
<[e-mail]>
Scott,
Please find attached a revised Page 2 of 4 for the Stormwater Management Permit Application
Form. As expected, I did not transfer the correct number when filling out the application. We look
forward to receiving the Approved Permit on Monday. Thanks again for your prompt review and
assistance on this project.
James A. Byrd, PE
Associate/Hydraulics Manager
TranSite Consulting Engineers, Inc.
1300 Paddock Drive, Suite G-10
Raleigh, NC 27609
office: 919-873-2401
fax:[phone]
cell'. 919-880-4708
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2. If this application is being submitteclas the result of a renewal or modification to an existing permit, list the
existing permit number N JoAs and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density ✓ Redevelop General Permit Other
Additional Project Requirements (check applicable blanks):
_CAMA Major ✓ Sedimentation/Erosion Control _ _404/401 Permit NPDE ater
Information on required state permits can be obtained b contacting the Customer Service Center as C
q. P Y g
I-877-623-6748.
III. PROJECT INFORMATION -'ROJ {VU6
WQ
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed n ive .
(one to two pages) describing stormwater management for the project ,
lt\1 �7h2ZLA1L0T-P' WILL Be TR A-Tr=D BY N 1"iS'x 27,5'
_B�ORtr'r�QTIoN B1k51i4, IN D��TUNoFE WtU BE TR -Ala0 BY.
A' SXV-AATWR" 4 24e&LAVAP FL -OW A W lr}
RI PARIAW -BUFF .
2, Stormwater runoff from this project drains to the �Eu S E River basin.
3. Total Project Area: 10 % 56 acres 4, Project Built Upon Area: S3, 1 H % -
5. How many drainage areas does the project have? 5
6. Complete the following information for each drainage area. If there are more than two drainage areas in.the
project, attach an additional sheet with the information for each area provided in the same format as. below.
Basin=lnforrr anon ' t "
t! = .w.PDra�riTL e F:rea 1 �
.',.wJ.NtSXdI `b1SiS. .t 2.
Ell' ' ° Drama e Area 21
'�^IAi�-�.z+�FLS`�'�.�.•'f: i\s:3L_,t -'a"�
Receiving Stream Name
��� PRfl1�rs SLDt u M G1�•
A,ST Pg,Ot & M
Receiving Stream Class
Drainage Area
0. 10 Alf,
L%L1 A'G
Existing Impervious* Area
0111 %itG
1,25 AG
Proposed Impervious*Area
O, 11 AG
1, 3i PtG
% Impervious` Area (total)
(o ,1 S Yo
-1 y , y 6 o
elm eio s*rSu_r'faceAre"&�DrainageFAreawl"
;€�.
_, -
�DcairtageiArea1u=
_�lir �4�=
On -site Buildings
4 &1 B• 16 5F
14S 4 -S S F
On -site Streets
—
q I of 3 3- S iF
On -site Parking
—
260S1.0 '
On -site Sidewalks
2a , 4 SF
1101.1 S f
Other on -site
S 41, 5 SF
Off -site
Total: 41 O-j. N S>r 0, 11 PIC
Total:5164 y Srr1,.31 pCG
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks,'gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

Q� W A rF9 Michael F. Easley, Governor Wat b
pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q Alan W. Klimek, P.E. Director
Division of Water Quality
November 21, 2006
Father Dan Oschwald, Pastor
Roman Catholic Diocese of Raleigh, NC
715 Nazareth St.
Raleigh, NC 27606
Subject: Stormwater Review SW7061108
Annunciation Catholic Church
Craven County
Dear Father Oschwald:
This office received a Coastal Stormwater permit application and plans for the subject project on
November 9, 2006. A preliminary review of the project indicates that before a State Stormwater permit
can be issued the following additional information is needed.
l) Please note that the impervious area listed on page 2 of 4 of the application, under Drainage Area
2, totals 51,620 sf whereas the total given is 59,894sf. Please also note that the bioretention area
for D.A. 92 lists 59,677.2 sf of impervious area. Please provide corrected page of application and
supplement form.
2) Please include sealed drawdown calculations to verify that the bioretention area will draw down
the 1" storm event within 5 days.
The above requested information must be received in this office prior to November 29, 2006 or
your application will be returned as incomplete. The return of this project will necessitate resubmittal of
all required items including the application fee. If you need additional time to submit the required
information, please mail or fax your request for time extension to this office at the Letterhead
address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Si erely,
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: .Tames Byrd, PE — Transite Consulting
Washington Regional Office
None Caro
Natural
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enr.state.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal OpportunitylAffrmaM Action Employer— 50% Recycled110% Post Consumer Paper

. "i
REGE ED
Nnrrntivp
Nov - 9 2006
DWQ-WARD+
PROJECT DESCRIPTION
The purpose of this project is to construct a 21792 sf Catholic School, a
5874 sf gymnasium and 10240 sf of associated parking area. The project
also includes the conversion of an existing asphalt area currently occupied
by temporary class rooms into parking. Approximately 3.1 acres of the
total 10,56 acre site will be disturbed for the construction of the buildings
and parking areas. The Site is located along the western right of way of US
Highway 70 in Havelock, NC and extends westerly to the East Prong of
Slocum Creek.
EXISTING CONDITIONS
The site currently contains 3.13 acres of impervious area, 4.22 acres of
maintained grass area and 3.21 acres of unmaintained grass slopes &
woods for a total site area of 10,56 acres. The impervious areas include
buildings, concrete walkways, asphalt parking and an asphalt basketball
court. While the majority of the site runs off uncontrolled (DA1, DA3, DA6,
DA7 & DA8), there are three defined outfalls (DA2, DA4 & DA5). Two of the
outfalls (DA2 & DA4) are storm drainage systems in US-70 while the third
(DA5) is a swale that discharges in the southwest quadrant of the property,
PROPOSED CONDITIONS
The proposed improvements will result in a net increase in the impervious
site area of 0.26 acres. This increase occurs predominantly in DA2 & DA7.
In accordance with state and local development regulations, this 0.26
acre increase in impervious area requires treatment for Total Suspended
Solids (fSS) and Nitrogen. In DA2, a Bioretention Basin between the parking
areas will provide treatment for 1.84 acres of drainage area. In DA7, runoff
from the 3,21 acres of drainage area will be treated by a combination of
overland flow and flow through riparian buffers.

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�uzr::as":;; CAROLINA ENGINEERS, PA
• Geotechnical • Construction Materials • Forensic • Site Development - Surveying
November 8, 2006
Phillips Architecture, PA
l l 10 Navaho Drive, Suite 600
Raleigh, NC.27609
Attention: Mr. Marc Christopher, AIA
RECEIVEI9
NOV 0 9 ,2006
Dwq
PROJ #
Reference: Annunciation School, Havelock, NC
Subgrade Soil Classifications for Bioretention Basins
Dear Marc:
As requested, please find the following soil parameters from the sample taken from augured
boring B-3 performed September 8, 2006, at the Annunciation Church Site.
Soil Strata: 0 to 2 feet deep
In -situ Soil Type: Poorly graded to well graded sand (USCS symbol SP-SW)
In -situ infiltration rate: 14.2 in/hour
Seasonal High Water Table: Deeper than 6 feet below existing surface elevations.
Soil Strata: 2 to 3 feet deep
In -situ Soil Type: Poorly graded sand with traces of clay (USCS symbol SP-SC)
In -situ infiltration rate: .142 in/hour
Seasonal High Water Table: Deeper than 6 feet below existing surface, elevations.
Soil Strata: 3 to 6 feet deep
In -situ Soil Type: Clayey poorly graded sand (USCS symbol SC)
In -situ infiltration rate: .036 in/hour
Seasonal High Water Table: Deeper than 6 feet below existing surface elevations.

Phillips Architecture; PA
Annunciation School, Havelock, NC
November 8, 2006 ,
Page 2
In regard to the USDA Textural Triangle, the. SP-SW and SP-SC-type soils will fall within the
shaded area labeled "Suitable Planting Sail for Bioretention". The SC type soil has greater
than 30 percent clay and will not fall within the shaded area of the triangle.
If you have any questions or need additional information, please call.
Sincerely,
CAROLINA ENGINEERS P.A.
{Wltj:s;111)10 40
�'''� ��'`'
CARL G. HUDDLE
CART. C. HUDDLE, P. E.
S
President
'�`'-� �``�
North Carolina Registration No. 20670
PO Box 1595, New Bem, NC 26563, Tele: [phone], Fax: [phone], www.carolinaengineer.s.com

;CtAR =�,,lLI N A�
Client: Robert's Sun Associates
CAROU'NA ENGINEERS, P.A.
P. O. Box 1573 New Bern, NC 28563
Phone i262}433.2124 Fax (2S2)-633.1370
Project: Annunciation Church Addition, Havelock; NC
Technician: John Switzer
Boring Location: Northeast corner of proposed addition
Date: Sept,'6, 2006
Project No.: ce.459
Boring No.: B-3
Boring Method: Hand Auger
Depth
DCP
Lab Data
Soil Description and Remarks
USCS Symbols
Water
rt
av .
Table ft
NM1-z0o1%il
iii
j
gray slightly silty sand and gravel
SP,S11V
2 feet
9-9-9
medium tan slightly clayey poorly graded sand
3 feet!;#
� r
4 feet
11-11-11
Tan clayey poorly graded sandySC;
6 feet
11-10-12
boring terminated at 6 feet Water table was not encountered

ngun 1S. Soil Trim or the Snskc Tft-ft l C"iossM Frain Place Gaorge's Cc.1"31
U.S.D.A. -TEXTURAL TRIANGLE.
1007. clay
80 tD
/A
70 Clay 30
A/\60 �0 0
cv
y
zoo S0'XV Silt 50' e.
ay yr
eGt`40 \Send
c ay Silty Cy
Clay doy
30 Sandy\/dcy loam 70,
asm
2 JV V 80
7 0 r As.yCIA
o '<� 'Icam Silt
So
0" 80 70 80 50 30 20 10
1007. sand - 100?. -silt
F�+'�y��Ppa 7reErn{�t� s�/a��nd��.���//�� SOIL
S�A ' :LAN ING ,S`OIL
FOR L7IORE l N i ION
5
i

Annunciation - Add. Soils Data
f 1 -
Subject: Annunciation - Add. Soils Data
From: "Jamie Byrd" <[e-mail]>
Date: Thu, 9 Nov-2006 13:53:56 -0500
To: <[e-mail]>
CC: "Marc E. Christopher" <[e-mail]>, "Doug Saunders"
<[e-mail]>
Scott,
Please find attached for your use the additional soils data for Boring B-3 from Carolina Engineers. This
data confirms that the in -situ material at depths greater than 2.0' is not suitable for Bioretention. The
report also confirms that no groundwater was encountered at depths to 6.0'. Please respond or call if
you have any questions or require additional data.
James A. Byrd, PE
Associate/Hydraulics Manager
TronSite Consulting Engineers, Inc.
1300 Paddock Drive, Suite G-10
Raleigh, NC 27609
office: 919-873-2401
fax: [phone]
cell: 919-880-4708
JAnnunciation Church_Subgrade Soil Class.
Annunciation
Content -Description: Church_Subgrade Soil
Ciass.pdf
Content -Type:
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application/octet-stream
base64
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;; ► j� t� i CAROLINA ENGINEERS. PA
it
• q TM Geotechnical • Construction Materials • Forensic • Site Development • Surveying
September 8, 2006
Annunciation Church
Robert's Sun .Associates, P.A.
1628 New .Bern Street
Newport, NC 28570
Attention: Mr. Robert. Benedict:
Nov -- 9 2006
DWQ-WAR®
Reference. Annunciation Church Addition, Havelock.. North Carolina
Dynamic Cane Penetration. Testing, Investigation and Recommendations
Gentlemen:
In accordance with your request, Carolina Engineers, P.A. has completed a subsurface soil
exploration and performed a Iinhited geotechnical. evaluation for the proposed addition to the
Annunciation Church located in Havelock, North Carolina. Our objective was to assess the
subsurfiace soil conditions at the site and provide engineering recommendations for
foundation construction. The following are the results of our field exploration, geotechnical
evaluation, and recommendations.
Field Exploration
The field exploration consisted of performing six (6) hand anger borings to depths of 6 feet
and visually classifying the, encountered soils in accordance with A.STM D-2488. In
conjunction with the borings. Dynamic Cone Penetration (DCP) tests were performed in
accordance with ASTM STP-399 guidelines at selected intervals. Descriptions of materials
encountered in the hand auger borings are provided as individual soil boring logs.
PenetraCion resistances, ground water conditions, and ether information are also pointed out.
The stratification represents our interpretation orthe materials encountered as the hand

Annunciation Chtarch
Sept. 8, 2006
Page 2
augur borings were advanced and the lines shown can the boring profi les may be more
gradual than implied.
Geotechnical Evaluations
Site and Subsurface Conditions
The site is currently unoccupied; cleared and generally level. Typical subsurface soils in this
area of eastern North Carolina are fanned from coastal plain marine deposits consisting
predominantly of -silts mid plastic clays interbedded with strata of sands. The borings
performed at the site Encountered approxim.-Rely two (2) feetref broww=n and gray slightly silty
poorly graded scrod underlain with tan clayey poorly sands to (lie; catigured depths ot'6 feet.
Dynamic Cone Penetration (DCP) resistances in the silty and clayey sands typically ranged
from 6 to 16 blows per interval. Tliese UCP values indicate the soils to be in a slightly farm
state with approximate bearing capacity w aluc5 'of 2000 pounds per square foot. The DCP
tests pe~rfc)rmed in the southwest augured boring ranged from 2 to 5 blows per interval at 2
feel and 4 l:e.et deep. 'llieSC values indicate the soils to have approximate be{arrng capkity
`slues below 2000 pounds per Square foot.
Groundwater Levels were.rne:aasured in all borings upon completion of auguring to document
the water table depths. 'I he groundwater levels were not recorded in the augured borings.
Please note fluctuations in groundwater le:veis should be micipcated throughout the year -due
to seasonal variations In rainfall, ditch water levels and other factors.
Desiun Considerations
Based on the results of our field explortation and tests, are conclude the proposed structure
can be adequately supported on shallow foundations. The presence of'the: soli material in
the southeast corner should.be considered in site planning sand we recommend over
ercavaling the area and backfilling with select .fill prior to foundation construction.
Provided the site preparation and compaction criteria have been accomplished, a. net
allowable bearing pressure of'2000 psi may be used for design of IbUndation footings.
However, isolated individual footings should have. a minimum width of 3 abet wad
continuous footings should have widths of at least 2 feet. Relatively tmif'ormly distributed
loads up to 1000 psf may be supported by a slab. A four inch layer of waslied stone or
coarse; sand along with a suitable moisture barrier should be provided beneath all slabs to
prevent capillary rise: and ttuOiSture in the slab. Due to the low permeability subgrade soils,
finished grades should slope away born the building on all sides and rool'dowra spouts
should discharge wve.11 away from the building.
PO Box 1595, New Berry, NC 28563, The: [phone]. Fax: [phone], www.carolinaengineers.com

Annunciation Church
Sept. S. 2006
Page
We anticipate the till material to be imported to the site to raise the building site and parking .
:area gravies. The fill material should consist of clean sands free of deleterious materials with
a fines content of rio more than 1.5%.
Seismic: Considerations
Bawd on the resrills of the borings and tests. as «veil as our review of* (he North Carolina
Building: Code; tape consider the site be designed for a "Site Class D" with regard to soil
seismic design classificalion5.
Recommendations
We recommend the site be improved by removing all debris, including vegetation and roots
by grubbing the surface from within the entire construction area encompassing the proposed
structure plus a minimum margin of f ve (5) feet beyond the 11mits of constriction. After
Clearing and stripping of'topsoil, any disturbed soils should be compacted to at least 95% of
the standard Proctor maximum dry density. The exposed subgrade in the building area shall
be proof rolled to detect local sail areas. Areas that rut or deflect excessively should be
undercut to sufficient depths and back filled with a select till material.
The southeast corner should he over. excavated to a minimum depth of 4 feet and backfil led
with a select material. Thi< over excavation area should consist ofthe building footprint 60
feet to the North and 60 feet to the Easi. The; select- back:fill should be a clean sand free of'
roots and organic material with a fines content of no more than 1.5%. '.I'he fill material shall
be placed in lifts not exceeding twelve (12) inches and each lift shall be.coinpacted to at
least 95% of the st ndard .Proctor maximum dry density. The filling and compacting shall
continue in lifts until the desired subarade elevation is reached.
The near surface silty to clayey sandy soils are very sensitive to imisture and will become
difficult to compact when wet. Moisture related soil difficulties can be mintinized by
performing site preparations in the drier periods of the year and using lo%v ground pressure;
equipment to perform the stripping and grading operations. In addition, surface soils can be
protected from infiltration by grrading the: site to promote drainage.
A. soils engineer or his designated representative should witness proof rolling the site after
stripping. Recciinmendations should be given by the soils engineer based on the outcome of
the proof roll. A soils engineer or a representative should test and approve select till material
and perform density tests for compacted fill and select fill.
PO Box 1595, New Bern, NC 28563. Tele: [phone], Fax: [phone], wvrn,caroiinaengineers.com

Annunciation Church
Sept. 8, 2006
Page 4
Closing
These analyses and recommendations are, of necessity; -based on concepts trade available to
us at the time of writing this report. Assumption has been made that the limited exploratory
boring are representative of conditions across the site. If during construction phases,
conditions are encountered which differ significantly from these reported herein, we should
be immediately notified so that our analyses and recommendations can be reviewed and/or
revised as necessary.
We appreciate the opportunity to he of service and Dope our investigation has satisfied your
needs for this project. If additional information is.needed or you have arty questions. please
feel free to call.
Sincerely,
CAROLINA ENGINEERS, P
CARL C. HUDDLE, P.E.
Project Engineer
North Carolina Registration No. 206
enclosures:
'� p ©4 SS jQ 7 4
�CARL C. HUDDLE
PO Box 1595, New Bem, NC 2,8563, Tele= [phone], Fax: [phone], www.carolinsengineers.rcom

CARV I A ENGINEERS,, P.A.
P. 0. Box 1673 Now Bern, NC 28563
Phone [phone] Fax [phone]
Client: Robert's Sun Associates Date: Sept. 8, 2006
Project: Annunciation Church Addition, Havelock, NC Project No.: ce.459
Technician: John Switzer ii� � 9 V E D Boring No.: S-1
Boring Location: Northwest comer of proposed addition Boring Method; Hand Auger
Nov - 9 2006
DWQ-WARD
Depth
(tt
DCP
I av
_ Lob Data _
W14 (%) 200(%. LL (%)
Soil Description and Remarks
USCS Symbols
Water
Table it) 1
i
I
medium gray slighlty si4ty poorly graded sand
SP-Sm
� i
I it
I
2.feet
7-7-8
i
{
I
I
i
j
�
I
•��', e'I� R
3j�'¢�"
jjjjl
f�
��jih j" �y'����.(bCi' tr
4 feet
8-8-8
I
Tanclayey poorly graded sand
�.. '
k.
i
6 feet
9-9-8
gg
�
1.. ........
..... ........
_ ..... ... ... .... ..... ...
eW
baring terminated at 5 tees Water table vas not encountered

it-Fkkbffl� sX54 PA
CAROLINA► ENGINEER'S., P.A.
P. U. Box.1573 Now Bern, NC 28563
Phone t262)-633-2424 Fax (232),633-1370 .
Client: Robert's Sun Associates
Project: Annunclation Church Addition, Havelock, NC
Technician: John Switzer
Baring Location: North center of proposed addition
Date:
Sept. 5r 20M
Project No-:
ce,453
Boring No.:
13-2
Boring 'Mot hod:
Fund Auger
Depth
DCP
Lab Data
Sail Description and Remarks
L)5CS Symbols ; Water.
01)
au ,
i Table(it)
NM f%
20D %
LL
PI (%
E
I�
brown poorly graded sand
e
5P
1 foot
2 feet
9 9-9
tan slightly sand
to
�
;
—_...µe
clayey poorly graded
.,eSP-SC
0k.
k.
Y:f N
Mex#1` e� 'a
♦
�. t
2 .g� 'g F 1L
-4.feet
11-10-171
_
Tan clayey poorly graded sand
" ZC�
6 feel
1 l-1t}-12'
boring terminated at 6 feel Water table vas not encovn(eiod

)EiV G IN E B P.S'- r jN
CAROL INA ENGINEERS, P.A.
P. 4. Box'1573 Now Berri, NC 28583
Phone {252)-633-2424 Fax [phone]
Client: Roberts Sun Associates
Project: Annunciation Church Addition; Havelock. NC
Technician. John Switzer
Boring Location. Northeast comer of proposed addition
Date:
Project No.:
Boring No.:
Sept. 8. 2QO6
ce.459
B-3
Boring Method- Hand Auger
Depth
1 (it)
DCP
(avg.)
Lab Data
NNi (°%}�2tle(�n1� LLLL {�i6j
Soil f?esCrlptian and Remarks
i USCS Symbols
! Water
Table ft
i
1
i
!
f
gray slightly silty sand and gravel
� SR=Sw
i
2 feet
3 feet
, 9.9-9
mediurn tare slightly clayey poorly graded sand
1
)
�1`w PAZ?5.
R �' � ��s `ni
4 feet
8 feet
11-11-11
_.._ ..
11-10-12
i
Tan clayey poorly graded sand
W " SCr
i
� r
nonno EeNTIM1011 W E5 TePt 'NaW tabu was not encountered

�E N G i hi lc 1E R� �Pr\
CAROLING ENGINEERS; P.A.
P. 0. Box 1573 New Bern, NC 28563
Phone{252)-633-2424 Fax(252)•633A370
Client: Robert's Sun Associates
Project: Annunciation Church Addition, Havelock, IBC
Technician: John Switzer
Boring Location: Southwest comer of proposed addition
Date: Sept. 8, 2006
Project No.: ce.459
Boring No.. B-4
Boring Method: Hand Auger
Depth
h I au P
INrS (ry6} nc( L b Q j p SQ
( Soil Description and Remarks
] USCS Symbols
Water
Table (ft)
i
i
medium gray slightly silty poorly graded sand
SP-SM'
I
I
2 Meet 4-5-5
i
�
(JN''
C
4
C
4 feet 4 3-2-2
Soft tan clayey poorly graded sand
��g is
I
�`'{
Ili}
6 feet i 0-1 t 11
=1,i•��
'
Daring terminaten at 6 feet Water table was not encountered

06
�ENGit�LEF�P�+1�
CAROLINA ENGINEERS, P.A.
P. Q. Box 1573 Now. Bern, NC 28563
Phone i252)-n3-2424 Fax (252} 1533.1374
Client Robert's Sun Associates
Project Annunciation Church Addition, Havelock; NC
Technician: John Switzer
Boring Location: South center of proposed addition
Date:
Sept. 8, 2006
Project No.:
ce.459
Boring No.:
B-5
Boring Method:
Hand Auger
! Depth
DCP I Lab Data Soil Description and Remarks
USCS Symbols ., Water
11
(aVq.) NK(% 240 % it- (%)I PI ( o
Table ft)
EE
brown poorly graded sand
SP
1 foot
ISM.
I �PP-4-�
,
�.
2 feet
,.... ._ _--
7-t}6
.._...._...__.�.
htl
tan slightly
9 Y clayey Y Y poorly graded sand
:
�
4
3 feet
-
&MO <, ,
4 feet
7-7-7
`M
Tan clayey poorly graded sand
#i
q
6 feet ..._...
T$..$.
........
... . ..
... ____'
_....._..
���a
oonng TeTnitn8Tej BTU Mel 'A'atOr table was not ef5C0tinrktW

�AgRt7''<L�i i�7A�
C ROLIftll 1 ENGINEERS' P.A.
P. 0. Box 1573 New Bern, NC 28563
Phone 4252j-633-Z424 Fax j7S2j-633-J376
Client, Robert's Sun Associates
Project: Annunciation Church Addition, Havelook, NC
Technician: John Switzer
Boring Location: Southeast comer of proposed addition
Date:
Sept. 8, 2006
Project No.:
ce.459
Boring No.:
B-6
Boring Method:
Hand Auger
Depth
t111
I DCP _ Lab Data
j6v .)
Soil Description and Remarks
USCS Symbol$
Water
Table ft
I
I
brown poorly graded sand
S'P
+
I 1 footTZ
2 feet
8-7-8
f
tart slightly clayey poorly graded sand
40.
�a,
SPEC
3 feet
S � R
4 feet
11- 1 1-11I
Tan clayey poorly graded sand
E
�
6 feet 116-16-1$
�erw"'bs
oortng terminatea of 6 feet Water table was not en: trunterett