310082_ENFORCEMENT_20171231

N.C. DIVISION OF ENVIRONMENTAL -MANAGEMENT
COMPLAINT/EMERGENCY REPORT FORM
WILMINGTON REGIONAL OFFICE
Received by: I�Ty //oe'o��
<�� Diate/Time:
ergendI Camplai.nt: County:
Report Received Fsxm:
Address: Phhcn�e Mo.
Complaint or Incident: C�l7�J O'✓1 '{/wy J c/ �H•, d�
Time and mate Q=urred: %Z v✓ _
Location of Area Affected:
g ✓
Surface waters Involved: Groundwater Involved: Other:
Other Agencies/Sections Notified:
InVestigati.on Details:
AII
Investigator• __ Date:
EPA Region IV (404)347.4M2 Pesticides 733 35M ,Emergency Managen ent 733 3867 WWC Resources 733-7291
Solid and Hzza da s Waste 733 2178 Marco Fukeries 726-7021 Water Supply Branch 733-2321 U.S. Cann Grand MSO 343-Mi
127 Cardinal Drive Extension, Wilmington, N.C. 2WS-3845 0 Telephone [phone] • Fax [phone]
4_y
An Equal Opportunity Affirmative Action Employer
31-�Z-

DISTURBED AREA
2 FT MIN
COMPACTED SOIL
6' TYPICAL
�jITEMPORARY DIVERSION
7 N.T.S.
18" MIN
ELEVATION
MP OF SMK GEYOW
M&
TOP OF 0"
w"w-D smw
yAx
!'OP OF GMK
.150 vow son OF er,
ftow
CUM 9
MAXR" SZE OF 12'
SEM"T TRAP
IN 01'70+ SIZED AS SHO"
ON PLAN
RIP RAP CHECK DAM W/ TRAP
N.T.S.
i
TYPICAL PIPE PENETRATION
7.)
I N.T.S.
1
III
LDU PLIN
COUNTY
DRAWN BY: KBW
OCT. 1.
2002
CHECKED BY- DSE
SHEET
7 OF 7
SCALE: AS SHOWN
:'E LINER
)N WELD (TYP)

SET -TOP OF PVC CAP AT
TOP OF DIKE ELEVATION
TEMPORARY STORAGE BASIN STAFF GAUGE.
N.T.S.
OVERHANGING LIMBS, POWER LINES. ETC.
20' MIN OVERHEAD CLEARANCE
cr--- FROM HIGH POINT OF ROADBED
wAr Wo D )s -OVERHANGING LIMBS -
TRWIVIED TO 11' MIN. WOODS
FROM (� EACH SIDE
&C W- -40PE ONTR
IKE CROSS SECTION
N.T.S.
Spq.w— *IDTH
fbAFRE"CY WILLWAY
S.,NT**voc 0"Ift
CCNTWA uA"WG
LLEYA]ION
as": 'up rX OWL — I—
STAX"U POW STW TOP9A BEFORt PLFIGM: FU FOR JKL
014CHM TREIN101
TOP i* DKE EXATING (NAM
24'
NOTES-
1. EXCAVATION. GACKF)LL AMO COMPACTION
OF ANCHOR TRENCH BY CONTRACTOR.
2, SEE GENERAL NOTE #3 ON SHEET I OF 4.
CONTRACTOR SHALL REMOVE SURFACE
IRRFQJLARInES AND CONSOLIDATE THE
SURFACE BY ROLLING SAME.
3, PLACEMENT OF HOPE LINER By OTHERS.
IT owl
COAPACTED
CWt FRJ
DUPLIN
COUNTY
DRAWN BY, K,9VV'
OCT. 1,
2002
CHECKED BY: F)SE
SHEET
6 OF 7 1
SCALE: AS SHOWN

II 111 I --)econaary N II II
LqU ll izatlon
Basin (2)
100,
9 5' [- --- --- - -- -- ... - - - -
M
277 Faison McGowan Rd.
NORTH CAROLINA 28349
Elmer PHONE [phone]
Environmental
Wt. r
SOLIDS CONCENTRATION
ISSUES -RENEW SYSTEM
HYDRAULIC PROFILE
.. • tip. .w 1 1 / ■ 11121 -`1_1
SYSTEM
-REVISIONS
Mx
BATE
DESCRIPTION
KE
10/1 /02
PRIM. EQ REMOVE AND LAGOON SYSTEM
-
Aerobic
Digester
V
Max. L.L
98.4'
r
DOPUN
COUNTY
ORA INN BY: K4E
OCT 1,
2002
CHECKED BY: KA
SHEE T
5 OF 7
SCALE: N TS
J

POLYSTYRENE
4' X 8' SHEET (TYP.)
40 MIL
HDPE LINER
OPEN SPACE
GAS MANIFOLD
6„
6" EXTRUSION WELD
(TYP. )
DIGESTER COVER DETAIL
LW W ELL
4'x4'x2'TEE
�
SCRAP HDPE
40 ml Liner
W HDPE
DEAD-END
CAP
I' HOPE SUIWORT PIPE
40 NIL HDPE TOP COVER
WEED AROUND BULK)"
PE RI ETER
40 YIL Hi
93TToO L
EXTRL__
PRE -FAD BULKHEAD
M DOTT , LINR
PIPE STRAP
ANCHOR BOLT
SACRIFICIAL LINER
� I=7-- T
SUB (BADE ���
nIC'f-%1 1 A Mf -L- MIr%r-
HATCH FOR ACCESS TO
SUBMERSIBLE PUMP
60 ELBOW OFF MAIN
HEAT MIX LINE
5' X 5' X 1' CONCRETE
PAC
HEAT MIX BLOCK DETAIL
SUMP PUMP DISCHARGE
EROSION PROTECTION
EXT. VELD COVER TO TOP
I OF PRE -FA! BULKHEAD
I PRE{A!I BULKHEAD
— ` E DETAIL
o ra1JSM VELD SEAL
PRE -FAD R"HEAD TO
a' HDPE $DR 8! PaFE
I' HDPE SIR 2l
40 R L HDPE
i tum LDER
dcTl VELD COVER TO TOP
rlr POE'-CAl ■l WWAlk
MIDL HDPE
P `LOVER
WE SDR 21 PIPE
• ■ KHE•r vir
AITLET PM
3
"OE OF BERM
�40 HIL HDPE
Tap COVER
BIOGAS COLLECTION AND BULKHEAD DETAIL
SYMBOL LEGEND
SAMPLE PORT
LINER PENETRATION FOR PIPE
BULKHEAD PIPE PENETRATION
PUMP
Elmer
Environmental
277 Faison McCowon Rd.
NORTH CAROL.INA 28349
PHONE (9 9 0) 296 — 0,302
40 mfl HDPE LINER
PUMP PMD1
PUMP PMD3
OVERFLOW PIPE
TO POLISHING/
STORAGE BASIN
138'
I L-t
EDE EEEEJ
1
S,�IJ���IJJ! ��JIJJ�-�LJ�� � � C
I EL_. EEL]JOE _�F_
138
PEE PP
JED
HEAT MIX SUPPORT
BLOCK
SEE BLOCK DETAIL
SUMP AREA 4' X 4' X .5'
SUMP DISCHARGE LINE
WET WELL
SUMP EROSION
PROTECTION
SEE DETAIL
PIPE PENETRATION SEE
PAGE 7
all-J:1711(i�[l7�1G`�Y�la
ISSUES -RENEW
HEAT
MIXING
SYSTEM
ALL PIPES DISCHARGE 1' BELOW MAX.
LIQUID LEVEL
EXCEPT HEAT MIX SYSTEM
FLOOR SLOPE IS 1
TOWARD SUMP
HATCH BUILT TO
MANUF. SPEC.
SUMP AREA HEAT MIX BLOCK
1 Cl` X 10' X .5' -/ SEE DETAIL
VI I N
MK
DATE
DESCRIPTION
KE
10/1 /02
RELOCATION OF EMS SYSTEM
SUMP AREA; PRECIPITATION
REMOVED TO GROUND
GAS
COLLECTION
PIPE
ENERGY
MANAGEMENT
AREA
RETURN FROM HEAT
EXCHANGER
INFLUENT FROM SOLIDS
CONCENTRATION SYSTEM
PUMP PMD2
SLUDGE REMOVAL AREA
WITH SUMP AND HATCH
(NOTE: sludge pump
temporary with temporary
piping to the polishing/
storage basin, or a
spreader tank for land
application)
BULKHEAD, SEE DETAIL
HEAT MIX SYSTEM
TRENCH DETAIL
SEE PAGE 6
.0t,1PL.1N COUNTY
OPAWN BY: KAF
CSC: i 1, Z2002
CHECKED BY: KAE
SHEE T 4 OF 7
SCALE: N. 7'. S.

r,
REVISIONS
MK
LATE
DESCRIPTION
K E
10/1/02
RELOCATION OF EMS SYSTEM FOR STORAGE BASIN RE -DESIGN
DUPLIN
COUNTY
DRAWN BY: i<AL
OCT. 1,
2002
CHECKED 13Y: KAE
SHEET
3 OF
SCALE.- AS SHOWN

MAGNETIC NORTH
GRAPHIC SCALE
40 0 20 40 so 100
(DiF')
Y tnch — 40 tt �-
-- _
0
�11yR� O�F�C�
�A
� ARM - , ✓--
r EXISTING WELL 00-
NOT FOR HUMAN CONSUMPTION ---1117
1 �
1
4-
�� c
o
CENSER�INE 0F HwY-
li
q
INSTALL SEDIMENT FENCE
ALONG ROAD FRONTAGE NEW IRRIGATION
- -_-_ HYDRANT
* NOTE: FARM
SINGLE STORY FARM OFFICES t)wcLUNG — —
AND FARM DWELLING tir —
SERVICED BY COUNTY WATER
r
NOTES:
SOLIDS CONCENTRATION
SYSTEM DETAILED
ON SHEET #3
WATER REUSE SYSTEM
DETAILED ON SHEET # 3
c
v
r
hc�a
IIIIFtllllli� I 1
rlo
r-
v
BASIN ELEVATION DATA
TOP OF DIKE ELEV. = 109.40
START PUMP ELEV. = 106.58
STOP PUMP ELEV. = 103.17
AVERAGE BOTTOM ELEV. = 94.70
SPILLWAY ELEV — 108.10
SEE ENERGY MANAGEMENT
SYSTEM DETAIL SHEET #3
4 )
N
�71
Lc �F[�
30.00
111111111
1 : nO 11116111111
NEW HYDRANT TO TIE INTO
Ei(ISTING IRRIGATION LINE
TIE INTO EXISTING
IRRIGATION LINE /
r_
w
W
Q =
RAMP FOR IRRIGATION ACCESS -
GRADE RAMP AT 5.0% SLOPE
4 `
�cK �0 _ J
c�_
0
Q OD 0r� y-
CONTROL PT Z
NAIL
y IfG m 4517.2068
ASTING - 4357.0514
ELEV - 100.54
EXISTING IRRIGATION UNE
ti TO BE REMOVED
I PRIOR TO CONSTRUCTION
i
\— ELEV = 94.20
BYPASS TO LAGOON
6" SCH 40 PVC
NOTE:
ADDITIONAL PIPE PENETRATION LOCATIONS
ARE DETAILED ON SHEET #
52 0. 5 4
AN OBSERVATION TRENCH SHALL BE EXCAVATED
A MINIMUM OF 5' DEEP AND 2.5' WIDE WITHIN 25'
OF THE OUTSIDE DIKE. THE TRENCH SHALL BE
INSPECTED BY A MURP'HY-BROWN REPRESENTATIVE
PRIOR TO BACKFILLING.
0
Q-
0
� r-
Uj
rtlllw 1�I• �!R ■��s l��-- �-�- -
\` WE PROPERLY CLOSED
--SUBJECT TO STATE REGULATION
�.r
A NCAC 02C .0113
r-
(p
I Go
r-
0
Frl
PU
x_
C/?
Fn
C7
�-
O
C-1
1)
- -ti
-7
4
f'l 'i
EXISTING
BUILDING
\\\,--..EXISTING
POWER POLE TO BE
MOVED PRIOR TO CONSTRUCTION.
C
0
V r
r r
cu
EXISTING
BUILDING I I
DUPLIN COUNTY
DRAWN BY: KBW
OCT. 1, 2002
CHECKED BY.- DSE
SHEET 2 CE 7
SCALE. I" = 40'

SEEDING NU I ES:
1. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS 0Y
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED rr7
2. PREPARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE
WATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWN ON PLAN. / MAGNETIC NORTH °
3. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR
SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING'
TOOL OR NETTING.
SOIL AMENDMENTS: y1y Ov 50CIE
5000 LBS OF 10-10-10 FERTILIZER (1000 LBS/ACRE) p - r'
10 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
500 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
RAMP FOR LI V"710N ACCEIIS
SEEDING SCHEDULE: fJr ° ORADE RAMP AT &OX SLOPE �
WINTER TIE INT{? EXISTING QM 49�"
300 LBS OF FESCUE (60 LBS/ACRE) - SEPT 1 TO NOV 30 ° _� INSTALL SEDIMENT FENCE IRRIGATION LINE
200 LBS OF RYE GRASS (40 LBS/ACRE) - DEC 1 TO MAR 30 r ALONG ROAD FRONTAGE NEW IRRIGATION1dp' S�
150 LBS OF RYE GRAIN (30 LBS/ACRE) - nurse crop for fescue 4 HYDRANT
50 LBS OF UNHULLED COMMON BERMUDA GRASS (10 LBS/ACRE) _tom
° S NOTE: _ f G
AM FARNOOLE M�DVIFARM
ELL G DEN i
SUMMER �� _ n y SERVICED BY COUNTY WA7ER j
300 LBS OF PENSACOLA BAHIA GRASS (60 LBS/ACRE)-MAR 15 TO JUNE 15�-
40 LBS OF HULLED COMMON BERMUDA GRASS (8 LBS/ACRE)-APR 1 - JULY 31
wn
532 91►
TOTAL AREA TO BE SEEDED AND MULCHED = 5.0 ACRES (APPROX) / 9►N` �,
EXCAVATE DITCH AT A F1,�1► � ALL INSIDE TOE SLOPE
MINIMUM OF 0.23% SLOPE gl �� ELEVATIONS +� 95.20
� FROM INDICATED POINT �y
0 % b PLACE SANDBAGS HERE
FOR LINER ANCHOR WEIGHT
,_ ` �.� EXISTING WELL r�. ' •'�
z NOT FOR HUMAN CONSUMPTION ,
X
BASIN ELEVATION DATA
TOP OF DIKE ELEV. =109.40 El£Y •, 94.20
START PUMP ELEV. = 108.58
�--,� STOP PUMP ELEV. = 103.17
RESIDENCE © s¢ AVERAGE BOTTOM ELEV. = 94.70 EMERGENCY SPILLw
a 10 �, SPILLWAY ELEV = 108.10 CREST ELEV - 1 .10
I0
1 .
( 2
BYPASS TT] .LAGOON
NOTES: 6' SCH 40 PVC q
GENERAL NOTES: SOLIDS CONCENTRATION e
150.04 %
NOTE: SEDIMENT SHALL BE REMOVED SYSTEM DETAILEDPRWR.LANE ��' EXISTING
1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH- / ON SHEET T r TO CONSTRUCTION BUILDING
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM FROM TRAP WHEN IT REACHES THE �'
SEDIMENT STORAGE DEPTH SHOWN.
2 ANY HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND BASIN AREAS PRIOR TO PLACING FILL. ACTUAL STRIPPING
REQUIREMENTS SHALL BE SITE SPECIFIC. AND SHALL BE DETERMINED IN
MIN, TEMPORARY SEDIMENT
THE FIELD BY MURPHY FARMS PERSONNEL, THIS MATERIAL SHALL
BE STOCKPILED AND MAY LATER BE RESPREAD ON BACKSLOPES TO HELP
TRAP REQUIREMENTS
REESTABLISH VEGETATION, BUT SHALL NOT BE USED AS STRUCTURAL FILL.
LENGTH - 64.00'
INDIVIDUAL ROOTS OF 2 INCHES IN DIAMETER OR GREATER WILL NOT BE
WIDTH = 32.00' -
ALLOWED IN FILL SECTIONS. ANY STUMPS ENCOUNTERED IN BASIN SIDE
OVERALL DEPTH 5.89
SLOPES OR BOTTOM MUST BE REMOVED.
-
SEDIMENT STORAGE DEPTH 4.39'
1
THE SOILS INVESTIGATION DONE BY MURPHY BROWN INDICATES
STONE WEIR LENGTH = 12.0 '
THE BASIN WILL REQUIRE LINING. THS BASIN SHALL RECEIVE A
40 MIL HDPE LINER WHICH WILL BE INSTALLED BY OTHERS. THE
CONTRACTOR SHALL EXCAVATE THE BASIN AND BUILD THE DIKES TO
THE LINES AND ELEVATIONS SHOWN ON THE PLANS. ALL ORGANIC MATERIAL,
FOREIGN MATERIAL, WATER, ETC. SHALL BE REMOVED FROM THE INSIDE
SURFACES OF THE LAGOOON AND DIKE PRIOR TO PLACEMENT OF SYNTHETIC
LINER. SEE LINER / DIKE CROSS SECTION DETAIL ON SHEET 3.
4
THE BASIN IS BEING PLACED IN A WET AREA WITH THE WATER TABLE
BEING WITHIN THE EXCAVATED DEPTH IT IS IMPERATIVE THAT THE
CONTRACTOR INSTALL DRAINAGE MEASURES AT THE START OF THE
PROJECT AND MAINTAIN THEM UNTIL ALL BASIN GRADING AND LINING
IS COMPLETED.
5,
THE BASIN SHALL BE PRECHARGED WITH WATER TO AT LEAST 1/2 THE
TREATMENT ZONE DEPTH AS SOON AS THE LINER IS COMPLETE AND HAS
BEEN TESTED. THIS IS IMPORTANT TO HELP REDUCE START-UP ODORS
AND TO STABILIZE THE SYNTHETIC LINER FROM FLOATING.
6.
ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND BASIN DIKES
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. IT IS RECOMMENDED THAT COMPACTION BE DONE WITH A
SHEEPSFOOT ROLLER.
7
ALL PENETRATIONS OF THE DIKE BY DISCHARGE, RECYCLE, OR OTHER PIPES,
ELECTRICAL CONDUIT, STAFF GAUGE, ETC. SHALL BE ACCOMPLISHED PRIOR TO
PLACEMENT OF SYNTHETIC LINER.
8,
BASIN DIKE SIDE SLOPES ARE 3:1 UNLESS OTHERWISE NOTED ON PLAN.
9.
ANY WATER SUPPLY ',HELLS PLACED ON THE SITE MUST BE A MINIMUM OF
100' FROM THE CLOSEST POINT OF THE BASIN,
10.
THE FOLLOWING ITEMS SHALL BE DONE WITH REGARDS TO THE BASIN
CONSTRUCTION BEFORE THE FACILITY IS CERTIFIED: BASIN DIKES
FERTILIZED, SEEDED AND MULCHED; LINER INSTALLATION AND TESTING
COMPLETED; THE STAFF GAUGE INSTALLED; AND THE BASIN PRECHARGED.
EXISTING BITCH
BLOCK DITCH HERE
TO DIVERT FLOW THROUGH
SEDIMENT TRAP
fcrn DITCH
WATER REUSE SYSTEM
DETAILED ON SHEET # 3
J,.
MGESTER ELEVATION DATA
TOP OF DIKE �LEV.=109.40
TREATMENT VOL. ELEV. = 107.40
FINISHED BOTTOM ELEV. = 94.70
71-98-1
�o
12.00
TAINMENT BERM
TO BE BUILT AFTER /
ks CONSTRUCTION \ A
W! Y
11.
BEFORE BEGINNING EXCAVATION AN OBSERVATION TRENCH SHALL. BE DUG
Q ARY ITAINMENT DATA
AROUND THE BASIN TO DETERMINE WHETHER DRAIN TILE OR
DESPIED TO HANDLE 12 HRS
OTHER PIPING MATERIALS ARE PRESENT IN THE BASIN AREA. THE
OF CONTINUOUS PUMP OPERATION
TRENCH SHALL BE A MINIMUM OF 5 FEET DEEP AND 2 5 FEET WIDE AND
LF OF 15r SWCPP
TOP OF DIKE Ei.EV = M50
SHALL BE WITHIN 25' OF THE OUTSIDE TOE OF THE BASIN. IF ANY
SLAM GATE AT END
FINISHED BOTTOM 87.00
PIPE IS FOUND IT SHALL BE REMOVED COMPLETELY FROM THE BASIN
PIPE INV IN = 86.50
SPILL, WAY ELEV 89.00
AREA, OUTSIDE THE TRENCH THE TILE SHALL BE EITHER CAPPED OFF
SLOPE O 3.75%
OR REROUTED AROUND THE BASIN AS DIRECTED BY THE ENGINEER. THE
15.00
TRENCH SHALL BE INSPECTED BY A MURPHY BROWN REPRESENTATIVE PRIOR
TO BACKFILLING.
FIT COU NTH
MASTIC WRAP A1ER
12.
THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE INTENDED
1
AS A GUIDE. THE EROSION AND SEDIMENTATION CONTROL REGULATIONS
-�
IN NORTH CAROLINA ARE PERFORMANCE BASED AND ADDITIONAL MEASURES
MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IT IS THE0.00
OWNERS RESPONSIBILITY TO PROVIDE AND MAINTAIN ALL SUCH MEASURES
EXCAVATSMALL SUMP
TO ALLO*)COMPLETE
LAND
DRAINAGE). OF POND
THROUGHOUT THE CONSTRUCTION PERIOD,
N
13,
ANY WELLS THAT REQUIRE CLOSING ARE TO BE CLOSED SUBJECT TO STATE
REGULATION 15A NCAC 02C .0113
THE
FIRST PLACEMENT DATE FOR HOGS AT THIS FACILITY' WAS JANUA.RY 7, 1986.
ALL
SURVEY COLLECTIONS, LOCATION & ELEVATION DATA GATHERED BY MURPHY
FAMILY
FARMS ENGINEERING DEPT-
Mur iiIiIIiiIiiIiiIiiiIIiBrownI LC
'1-IONE (910) 293 - 3434 P. O. BOX 856 WARSA W,
FAX (910) 293 - 3138 NORTH CAROLINA 28398
TEMPORARY SEDIMENT AND
WATER DIVERSION USED
Dumb CONSTRUCTION PERIOD
(GRADE IN
AFTER BASIN COMPLETION)
L�J
EXISTING
EXISTING
BUILDING
BUILDING
F4LLI VAY
EXISTING LI STATION
4 DP
JNV IN = 89.50
PROPOSED SWALE
_ 395 LF
SLOPE 0 0. 50X
MIN DEPTH OF 0'
EXISTING DEAD BOX
TO BE MOVED
f / SEE ENERGY MANAGEMENT
I�✓/ SYSTEM DETAIL SHEET #3 '
n rw.r_�ni r i i t+r nrrrrrr rrr =��
30.00
01 1 1
DIGESTER DETAIL
REFER TO SHEET i 4
138,00 ---
----- �T VEHICLE ACCESS RAMP
- - - GLADE RAMP O &OX
EXISTING WELL
(� F] NOT FOR HUMAN CONSU
EXISTING EXISTING
I BUILDING BUILDING
I I I
VESTAL FINISHERALARM
OVERALL PLAN
44
520.54
IFS
r Yam( EXISTING WOODS LINE
+� EXIST. PIPE
ISTING CONTOUR
�OHE OVERHEAD UTILITY LINE W/ POU
EXISTING SUPPLY WELL
AFF GAUGE
PROPOSED SWALE GUY
540 LF
SLOPE O 0.66% SWALE
MIN DEPTH OF 2.5'
EXMTWG PONM POLE TO K
MOVED P1IM TO
o
0
t*'1
TO- PROPERLY CULO= �®
fl
TO STATE REGULATION �
WAC 02C .0113 EXISTING
BUILDING
LA
EXISTING
BUILDING /
I � .
I EXISTING / Sw INV IN 97.50
BUILDING SIT
EXISTING LIFT STATION'1
n I L
DP
I + PROPOSED NU
NOT FOR HUMIAN CONSUMPIlON I
PROPOSED SWALE
515 LF
SWALE INV • 9 SLOPE O 0.50%
MIN. DEPTH OF 1.5'
EARTHWORK CALC DATA
METHOD USED: 5' GRID _(
TOTAL EXCAVATION 44457 CY +*
DIKE FILL 42658 CY +
NET 1799 CY
SUITABLE FOR LINER 0 CY -
WASTE 1799 CY
+ FILL VOLUMES HAVE BEEN ADJUSTED BY
20% FOR SHRINKAGE DUE TO COMPACTION.
so
. Y..........................................
OWNER:
MURPHY FARMS LLC
VESTAL FINISHING FARM
P.O. BOX 759
ROSE HILL, NC 28458
(910) 289 - 2111
GRAPHIC SCALE
m s0 120
(INS')
I inch - 60 tt.
DUPLIN
COUNTY
DRAWN BY., Kew
OCR?. 1,
2002
CHECKED BY. PS,<.
Sr-iEE T a
OF -
SCALE: I" = 60'
2" 1
r 0 72001