WQ0004268_AsBuilts_20070316

Allen Canning, Turkey, NC
Subject: Allen Canning, Turkey, NC
From: "Walker, Ed; T" <[e-mail]>
Date: Fri, 16 Mar 2007 09:48:25 -0500
To: <[e-mail]>, <[e-mail]>, <[e-mail]>
CC: <[e-mail]>
Gentlemen:
Attached is an As Built drawing of the secondary lagoon berm at Allen Canning's facility in Turkey, NC. I
will be sending a full size hard copy via the mail today to Joel's attention. I am also including pdf
drawings that show the original design of the lagoon berm for comparison purposes.
The surveyor set a,bench mark on the concrete pad at the existing pump station and referenced it to
both USGS as well as the local plant datum that has been used on other projects. The surveyor used
the USGS datum in preparing the as built drawing but you can adjust the elevations shown to the
original plant, datum by decreasing the elevations by -43.63 feet (i.e. TBM shows USGS elevation of
96.19 vs. plant datum elevation of 52.56). The lagoon berm was to be raised to Elev. 50 (plant
datum) which equals USGS Elev. 93.63. You will notice on the drawings that the berm elevation varies
between 94.77 and 95.64, therefore the berm is approximately 1.14 - 2.01 feet higher at various spots
than shown on the design drawings with an average of approximately 1.3 feet higher.
The slope of the lagoon berm on the outside face is in the 2.5:1 to 3:1 range with the exception of
one narrow segment on the extreme western part of the lagoon adjacent to Six Runs Creek where the
slope is approximatley 2:1. This is consistent with the 2:1 slope of the original lagoon berm since
the raised portion of the berm in this area was constructed on the inside of the existing berm.
I trust this is the information you were looking for. If you have any questions or need additional
information, please advise.
Thanks, Ed
Edward T. Walker, P.E.
GARVERIENGINEERS
233 Wilson Pike Circle, Suite 2A
P.O. Drawer 1847
Brentwood, Tennessee 37024-1847
OFFICE 615-377-1337 MOBILE [phone] FAX [phone]
etwalker(cDgarverengineers.com
http.Wwww.garverenoineers.com
AC,Turkey Lower Lagoon As-Built.pdf
Content -Description: AC,Turkey Lower Lagoon
As-Built.pdf
Content -Type: application/octet-stream
1 of 2 3/16/2007 12:25 PM

Allen Canning, Turkey, NC
Content -Encoding: base64
LAGOON IMPROV REV1.pdf
Content -Description: LAGOON IMPROV REV1.pdf
Content -Type: application/octet-stream
Content -Encoding: base64
LAGOON IMPROV REV2.pdf
Content -Description: LAGOON IMPROV REV2.pdf
Content -Type: application/octet-stream
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2 of 2 - 3/16/2007 12:25 PM

DRAVN
DWE
CHECKED
MT0
REVISED
ELEVATION ON 9Aµi
v'.
ED AND PLATTED.
IE CONSULTED
E*ENTS. ANY
VALABLE TO
VEY, AND OTHER
0ESPONGBLITY OF
AN HEREON. TO
CCNOTIONS
3LE rat CERTAW
SURVEYOR FOR
N SUCH AS
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ELEVATION - 918A'
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nAY9LDB'
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EIE TION 9] TS
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14.18,
ELEVATIONS 9101114 ON THESE CONTOUR ONES ARE BASED 01N STATE GRID STATION SA-23
HAVING A PUBUSHED ELEVATION Cr 98.93. 1801E MEAN SEA LEVEL (NGVD 29)
T.B.M.
0 CHISELED SQUARE ON NORTHEAST CORNER
OF CONCRETE P. AT PUMP STATION HOLDING
POKER BREAKERS FOR PUMPS
ELEVATION 98.19' ABOVE MEAN SEA LEVEL
PLANT GRID ELEVATION - 5288'
/SBZ LP.i . N D1
ELEVATION - 9A77
S
9
100
SO"
•
SEAL c
_ • [ L-105498 L.
ViLtgaetri
THIS OOOIMENIT DRIGNALLY 155UE0 AND SEALED BY WLLARD T. OwEN III, L-1N9B
ON GATE SHpNN ABOVE. iM5 4EOIA SHALL NOi BE CONSIDERED A CERTIRED OOCUNENT.
'l' K\DRAWING\OT\Qllenst0.dwg_ 3-14-07 1:49:03 pm EST
.14
BRAVING 'N0'
155=H
SHEET
1
Dr
2

:GW El'HAKMENT
(PE 'B'
NEW TOE OF SLOPE
INSIDE LAGOON
El 36 •/-
PLACE PERMANENT BENCICdA4
IN TI0S AREA ON GROUND IRONER
THAN SECONDARY LAGOON GERM
SECONDARY LAGOON
TYPE 9'
EMBANKMENT
'
END TYPE 'R EMBANKMENT
BE6W TYPE 9 C(BAN MENT Aggh
TYPE 'A'
��
EMBAIttMENT /
�- ��
`_ �_ EXBTWC TOP OF BERM /�
EL 45
'•~ A'+ V___TOE of SLOPE
s OUTSBE LAGOON
�= EL 36 •/-
NEW TOP OF BERM
EL 50
EXISTING PUMP STATION
W EMBANKMENT
'A'
GENERAL NOTES
1. ALL WORK SHALL BE COORDINATED WITH THE
PLANT MANAGER PRIOR TO COIAIENCELENT.
CONTACT MR TODAY LANGSTON AT 910-596-0028.
2. THE CONTRACTOR SHALL STAKE TOE CS SLOPE
OUTSIDE THE LAGOON FOR APPROVAL BY THE
PLAIT MANAGER PRIOR TO PLACING ANY FILL MATERIAL.
3. DURING THE COURSE OF CONSTRUCTION. THE
CONTRACTOw SHALL TAKE ALL PRECAUTIONARY
NEASURTHINE THEEWORKED BY AREA TO STATE OF NORTH PREVENTSILTATIONANA
FRO*
THISRMAY REQUIRE S INSTALK LAATTIONTOF SILT FENCES AND/OR
HAY BALES OR OTHER ACTIONS OUTSIDE THE WORK AREA.
A. CONTRACTOR SHALL CLEAR AND GRUB THE ENTIRE
WOi8 AREA. ALL CLEARING AND EXCAVATIONS SHALL
TNEIEMBANKMEENTCSPFITH ECIFIC THESE NOTES AND
5. NEW EIBANKIENT SUBGRAOE AND ALL FILL PLACED
SHALL BE FREE FROM WET SOIL. ORGANIC NATTER.
STIP5. ROOTS. BOULDERS AND OTHER OBJECTIONABLE
MATERIALS.
6. MATERIAL EXCAVATED FRDM DEWATERING DITCHES. COFFER
DAMS. ETC SHALL NOT BE USED IN NEW BERM CONSTRUCTIOI.
THIS MATERIAL SHALL BE SET ASIDE AND DISPOSED OF WHERE
DIRECTED BY THE PLANT MANAGER.
*uwlC SCALE
0 IOW 290' NW 400' NW
T. NEW BERM 5U86RA0E SHALL BE SCARIFIED AND COIPACTEO
TO FORM AN UNYIELDING BASE PRIOR TO FILL PLACEMENT.
8. BERMS SHALL BE COISTRUCTEO TD THE WIDTH AND SLOPES
SNOWH UTILIZING SELECT MATERIALS PROVIDED FROM THE
ON -SITE BORROW PIT. BORROW EXCAVATION SHALL NOT EXTEND
BELOW THE GROUNOMATER LEVEL IAPPROHIMATELY 15 •
BELOX THE GROUND SURFACEI. SOILS REPORTS AND BORING
LOOS,ARE ARE AVAILABLE UPON REQUEST AT GARVER ENGINEERS
615-37T-1337.
9. ALL NEW FILL MATERIAL SHALL BE PLACED IN B. MAXIMW
DEPTH LAYERS. EACH LAYER SHALL BE COPACTED TO A
IIIN11A4 OF 95X MAKIMI. DRY DENSITY A5 DETERMINED
BY AST* 0 698 ISTANONO PROCTOR,.
1D. COIPACTIIN SHALL BE ACC0IPLISHED BY ROLLING WITH A
SHEEP'S FOUT CR PNEUMATIC TIRED ROLLER. FOR EACH
APPRECIABLEING INPRINTL INETHERCIOPAED CTEDULAYER.THERE IS NO
1T. UPDI CO*PLETION OF THE WORK. THE CONTRACTOR SHALL
SEEDIALL AREAS DISTURBED BY THE WORK AS WELL AS THE
EXTERIOR SIDE AND TOP OF THE NEWLY CONSTRUCTED BERMS.
SEED *IX SHALL BE AS DIRECTED BY THE PLANT MANAGER.
ALLEN CANNING CO.
TURKEY, NC PLANT
LAGOON
IMPROVEMENTS
SCOIe: AS NOTED
Job No. 03981190
Date: DEC. 2003
Designed by: RDW
Drawn by: OWD
Sheet Number
1 of 2

X TOPOGRAPHIC SHOT Hi AOMENlTS
LCL
TRIAL
!ALL
A, POWT FRDIA TIIE SUOPDNN0 BE PEREOR EU BL�YST
CONVENTIONAL
PLACEMENT AND SIDE O"OINE METHODS.
DITCH TO AN ELEVATION 00 WPRO0AUTELY 2'ASOVE THE
OWGWAL GROUNDWATER LEVEL.
5. THE DEWATERWG NMyTCH SHOLID TIM�1E[0 BE FILED P! BY
M10 500PST 5011 TOWAWRDS C EI SU P. TIREAFtTL DITCH AND
00F COMPICTION PR0CTICALO ACHEVE TIE HIG
ELIA
15•
0'
EL 50
O PUSH WATER /1////////////
HCSTU LEVEL
20' 25' 30' 35' AO' 45' 50'
1
EMBANKMENT TYPE 'A'
NEW LAGOON BERM
APPROXIMATE TOTAL
.5
ILL REOTP 33,200 Cr
r
APPROXMATE
EXISTING GROUND
EL 36
55' 65' 70' 75' 60' 65' 90'
APPROXIMATE LOCATION
Of DEWATERWG DITCH
95'
COFFER 0A4yT11 000(R SHROUILD I9EIy400I0TELY
TO OB1NN TNETN HG ESTT LEV[L OLV COMPACTION
POSSIBLE PRIOR TO THE 9ATERW. BEC014NG
SATURATED.
5. MTER THE COPPER DA4 5 W PLACE, 4P10R
GRADWO 5N0ULD BE PERFORMED BETWCEN TIE
COPPER OA4 10 THE 08*64 TOE Of THE
COFFER DNA TO *000 DRNNAGE TO A CASED
E%STWGH LREAGIOON4AY BE PUMPED NTO THE
6. E9BYNMNENTORSIR00400 SHOIRO BEESTRPPED
01000 TO EUBANI0AENT CONSTRUCyTION.
7 CONSTRUCTONRMyU0ST BEE4WEOI*TEL0 C0000CTED
BEFORE TNT 4ATER4L LAN BEC04E SATURATED.
B. ANY Mime 9ATERIA0 RACED FOR THE COFFER
DA4 MAY BE ABANDONED W PLACE.
1,600 CY
10'
APPROXMATE
ATER SURFACE EL
43.0
APPROXMATE TO
NEWILA00014 BERM
AL FILL REOTP 14,300 CY
EL 50
15' 20' \ 25' 30' 35' 40' 45' 50' 55' 65' 70' 75'
60' 65'
DEWATERWG DITCH
EMBANKMENT TYPE 13'
2.0
95'
ALLEN CANNING CO.
TURKEY, NC PLANT
LAGOON
IMPROVEMENTS
Scale: 1" • 3'
Job No. 03981190
Dote: DEC. 2003
Designed by: RDW
Drown by: DWO
Sheet Number
2 of 2

Water g%neration/Plant Operations
Subject: Water generation/Plant Operations
From: Joel Shields <[e-mail]>
Date: Tue, 27 Feb 2007 11:41:52 -0500
To: Reid Wells<[e-mail]>
CC: Jim Barber <[e-mail]>
Reid:
What is your plant status? Are you in limited production, full production,.or no
production? If the plant is operating what is your current waste water generation
each day?
Thank you for the daily spray information.
Joel S. Shields
1 of 1 2/27/2007 1:39 PM

[Fwd: AUens, Inc. Response]
Subject: [Fwd: Allens, Inc. Response]
From: Joel Shields <[e-mail]>
Date: Tue, 27 Feb 2007 13:29:04 -05,00
To: [e-mail]
Jim:
This is the response from Allen Canning, and I guess we will receive the signed one
Fed -Ex today.
Joel
Subject: Allens, Inc. Response
From: "Kathryn Yeager" <KYeager@allencanningxom>
Date: Tue, 27 Feb 2007 11:46:17 -0600
To: <[e-mail]>; <[e-mail]>, <[e-mail]>
CC: "Walker, Ed, T" <[e-mail]>
The response to your correspondence dated February 19th was sent by Fed Ex yesterday. Attached is
a copy. Please let me know if you have any questions.
Kathryn Yeager
Admin. Assistant/Environmental & Quality
Allens, Inc.
«JoelSheilds Letter 022307.doc»
This electronic message and all contents contain information, from Allens, Inc. which may be
privileged, confidential or otherwise protected from. disclosure. The information is intended to be for
the addressee only. If you are not an addressee, any disclosure, copy, distribution or use of the
contents of this message is prohibited. If you have received this electronic message in error, please.
notify the sender by reply e-mail and destroy the original message and all copies.
Content -Type: message/rfc822
Allens, Inc. Response
Content -Encoding: 7bit
Content -Description: JoelSheilds Letter 022307.doc
JoelSheilds Letter 022307.doc Content -Type: application/msword
Content -Encoding: base64
1 of 1 2/27/2007 1:37 PM

I , WELL
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LEGEND
- SUITABLE FOR YEAR-ROUND APPLICATION
- SUITABLE FOR SEASONAL APPLICATION
❑ - UNSUITABLE FOR APPLICATION/BUFFER
0 - DETAILED SOIL PROFILE DESCRIPTION
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
AUZN CANNING COMPANY
USEABLE SOIL MAP
DRAWN BY: ECKED Y:
p' RDM RTB

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WAGRAM CONTAINS SMALL INCLUSIONS OF'
BLANTON, MARVYN VARIANT. AND FORESTON
JOHNS CONTAINS SMALL INCLUSIONS OF KAWIA
LUMBEE CONTAINS SMALLINCLUSIONS OF
N—, N. "E %,
U7
`7"
TORHUNTA. JOHNSTON. AND LEON VARIANT
KALA41A CONTAINS SMALL INCLUSIONS OF JOHNS
LEON CONTAINS SMALL INCLUSIONS OF JOHNS
ENVIRONMENTAL SERVICES
ENGINEERING TESTING
AlJXN CANNING COMPANY
SOIL DELINEATION MAP- '
URAWN
RDM
RTB
ATE:
t8s.99-018
LE-PTENEFIL 1999