090005_ENFORCEMENT_20171231

i:'s a'ttu
GOVERNOR
J R.
” ��`'�'.ti in, .,.. �r.,.•.::'h..Gi:, .tine .- a:� -
= ,y. NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
FAYETTEVILLE REGIONAL OF'F'ICE
DIVISION OF WATER QUALITY
August 22, 2000
CERTIFIED MAII.
RETURN RECEIPT REQUESTED
Dr. Garth Boyd
Murphy Farms
P.O. Box 759
Rose Hill_ NC 28428
SUBJECT: NOTICE OF DEFICIENCY
French's Creek Finisher Swine Facility
Registration No. 09-5
Bladen Countv
Dear Dr. Boyd:
On August 15, 2000, stabfrorn the Fayetteville Regional Office of the
Division of Water Quality inspected the Frenches Creek Finisher swine
facility. It was observed that the one of the waste application fields had
competition with other grasses. In addition, the inside slope of the old
lagoons need cutting to allow inspection.
In regard to the deficiencies noted during the inspection, the following
actions are requested:
1. Contact a crop specialist for assistance in the management of the
coastal bermuda waste application fields to improve the stand and
control the other grasses.
Nothing in this letter should be taken as absolving this facility of the
responsibility and liability of any violations that have or may result from
these deficiencies.
225 GREET! STREET, SUITE 714 / SYSTEL BLD. FAYETTEVILLE, NORTH CAROLINA z8301-5043
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

Dr. Garth Boyd
August 22, 2000
Page 2
If you have any questions concerning this matter, please call me at 910-486-1541.
Sincerely,
Robert F. Heath
Environmental Specialist
/rfh
cc: Operations Branch
Central Files
Trent Allen - FRO, DSW
Sam Warren - Bladen County NRCS

PUMP STATION NOTES
1. THE PRECAST CONCRETE PUMP TANKS SHALL BE DESIGNED AND
CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS SET
FORTH IN THE "LAWS AND RULES FOR SEWAGE TREATMENT AND
DISPOSAL SYSTEMS" NCDEHNR - DIVISION OF ENVIRONMENTAL
HEALTH, ON-SITE WASTEWATER SECTION - SECTION .1954
2. THE PUMP TANKS SHALL BE FABRICATED WITH OPEN TOPS.
CSAR GRATE COVERS WILL. BE FABRICATED BY OTIIERS.
3. THE EXCAVATION FOR THE PUMP TANKS SHALL BE LEVEL AND
UNIFORM TO ENSURE FULL BOTTOM BEARING ON THE SOIL.
BOTTOM GRADE SHALL BE VERIFIED PRIOR TO SETTING THE
TANKS.
T. THE. JOINTS BETWEEN THE. 1ANK HALVES c"iHALL BE SEALED
WITH 1" BUTYL RUBBER SEALANT ROPE. AFTER SETTING THE
TANKS, THE MATING JOINTS AND ALL PIPE PENETRATIONS SHALL
BE FILLED AND SEALED USING HYDRAULIC CEMENT INSIDE AND OUT.
5. A "FLOAT TREE" SHALL BE PROVIDED IN THE PUMP TANKS FOR
MOUNTING FLOAT SWITCHES. THE FLOAT TREE SHALL BE A 2"
PVC PIPE SET IN A 5 GALLON BUCKET OF CONCRETE, OR SIMILAR
DLACE THAT CAN BE EASILY R'EMOV'ED FROM 111E TANKS WITHOUT
DISTURBING THE PUMPS OR VICE VERSA.
6. THE 'FORCE MAINS FROM THE PUMP STATIONS TO THE TREATMENT SYSTEM
SHALL BE 6" SCHEDULE 40 OR SDR 26 PVC PIPE. SCHEDULE 40 PIPE
SHALL HAVE SOLVENT CEMENT WELDED JOINTS, SDR 26 PIPE SHALL
HAVE GASKETED JOINTS_ THE FORCE MAIN SHALL BE INSTALLED
AT A MINIMUM BURY DEPTH OF 3 FEET.
7, THE PUMP DISCHARGE PIPING SHALL BE 4" SCHEDULE 40 PVC PIPE
WITH SOLVENT CEMENT WELDED JOINTS. THE DISCHARGE PIPING
SHALL BE INSTALLED AS CLOSE TO THE OUTSIDE OF THE TANK
WALLS AS POSSIBLE TO MAKE PIPE LESS SUSCEPTIBLE TO DAMAGE.
t7 Tl lr r111/11\trrn fAil 1 •C`r'�r!`-5' i►, rrTr•>n +',„r- r r rte.•. -. ,-.. r +'
DURING THE FINAL INSPECTION. THE SYSTEM MUST BE COMPLETED
AND INSPECTED PRIOR TO FARM CERTIFICATION.
PUMP AN
CONTROLS DATA
(2) MYERS MODEL V4WHV NON --CLOG SUBMERSIBLE WASTEWATER
PUMPS (VERTICAL DISCHARGE)
4” DISCHARGE, 3" SPHERICAL SOLIDS HANDLING CAPACITY
5 HP, 1750 RPM, 60 Hz, 230 VOLT, SINGLE PHASE
6 112" IMPEL.LFR
CONTROL PANEL:
MYERS CAT# CWHV4-5O-21DW DUPLEX CONTROL PANEL OR EQUAL
5 HP, 230 VOLT, SINGLE PHASE
NEMA 0 FIBERGLASS ENCLOSURE, SEPARATE PUMP CIRCUITS,
ALTERNATING PUMP SEQUENCER, BELL & LIGHT ALARMS WITH
SILENCE SWITCH, ELAPSED TIME METERS, OVERRIDE RELAY,
PUMP RUN LIGHTS, SEAL LEAK LIGHTS
FLOAT SWITCHES:
(4) MYERS PM15NO FLOAT SWITCHES, POLYPROPYLENE ENCASED
18-2 SJOW/A 34 X 41 STRAND CABLE (PUMPS & ALARM)
(1) MYERS PM15NC FLOAT SWITCHES, POLYPROPYLENE ENCASED
I8-2 SJOW/A 34 X 41 STRAND CABLE (RECYCLE PUMP SHUTOFF)
NOTE.
THF AROVF PUMPS ANIS CONTROI. S SHAT_[. RF l)SFD IN LIFT
STATIONS #1 & #2
4000 GALLON PUMP TANK
8"0 KNOCKOUT !
-- �-
i
I
• I i-4 • I
` # h
FLEXIBLE. RUBBER
BOOT PIPE SLEEVE.
i .}
I I
�a • s
/ 8"0 KNOCKOUT
MANUFACTURER'S IMPRINT ON TANK:
WITH DATE OF MANUFACTURE.
PLAN VIEW
i
ti.
NQTE:
ELECTRICAL SERVICE TO CONTROL PANEL\
SHALL BE SIZED FOR BOTH PUMPS
RUNNING SIMULTANEOUSLY y
4" IRON BODY SWING 110V WEATHERPROOF \.
CHECK VALVE f CONVENIENCE OUTLET
FLANGED CONNECTION ELECTRICAL DISCONNECT
4" BRONZE BODY
CONTROL PANEL— f p -� � GATE VALVE
-- - LLE`Y'. = `SEE SITE FLAN
' I
FLOAT CON rROL CORDS r-6" CLEANOUT
?" !'VC PIPE 1-4
FIN°SHFD GRADE
1"0 BUTYL RUBBLR SEALANT
IN JOINT NTH 6" LAND OF
NONSHRINK GROUT APPLIED
DOTH SIDES
YJ _
NIGH WATER ALARM_
LAG PlimP ON
4 RECYCLE SHUTOFF
T
.• e
_ LEAD PUMP ON
� � I
I PUMP OAF i
SEALED MERCURY FLOAT
'SWITCHES (TYP)
FLOAT TREE. - 5 GALLON---/
BUCKET WITH CONCRETE FILL
- ELEV. = SEES SITE PLAN
LIFT -OUT HAND WINCH
/-PIPE SLEEVE FOR SWIVEL OPERATION
I PUMP POWFR r'?RD
' I
(2) 6'i _4r}"`�—GONG. BASF
v, BENDS
I 6" FORCE MAIN
TO BIOREACTOR #1
36" HURY DEPTH
3\16" DIA. VENT HOLE
DRILLED IN DISCHARGE PIPING
' - 4" PUMP DISCHARGE PIPING
NON -CLOG SUBMERSIBLE
(FREE STANDING)
SEE PUMP DATA
PUMPING SYSTEM COMPONENTS
NOT TO SCALE
FI. EX. ROBBER BOOT
RIPE SLEEVE (TYP)
12" PVC PIPE — _
CAIS GPA IF '.'OVER
h•MA1/^I. ! rrs • � 1r
• ! . nr rr-, /�, i
� r1
-
�
�L
Z
SUPPLIED BY
OTHERS
i
ti.
NQTE:
ELECTRICAL SERVICE TO CONTROL PANEL\
SHALL BE SIZED FOR BOTH PUMPS
RUNNING SIMULTANEOUSLY y
4" IRON BODY SWING 110V WEATHERPROOF \.
CHECK VALVE f CONVENIENCE OUTLET
FLANGED CONNECTION ELECTRICAL DISCONNECT
4" BRONZE BODY
CONTROL PANEL— f p -� � GATE VALVE
-- - LLE`Y'. = `SEE SITE FLAN
' I
FLOAT CON rROL CORDS r-6" CLEANOUT
?" !'VC PIPE 1-4
FIN°SHFD GRADE
1"0 BUTYL RUBBLR SEALANT
IN JOINT NTH 6" LAND OF
NONSHRINK GROUT APPLIED
DOTH SIDES
YJ _
NIGH WATER ALARM_
LAG PlimP ON
4 RECYCLE SHUTOFF
T
.• e
_ LEAD PUMP ON
� � I
I PUMP OAF i
SEALED MERCURY FLOAT
'SWITCHES (TYP)
FLOAT TREE. - 5 GALLON---/
BUCKET WITH CONCRETE FILL
- ELEV. = SEES SITE PLAN
LIFT -OUT HAND WINCH
/-PIPE SLEEVE FOR SWIVEL OPERATION
I PUMP POWFR r'?RD
' I
(2) 6'i _4r}"`�—GONG. BASF
v, BENDS
I 6" FORCE MAIN
TO BIOREACTOR #1
36" HURY DEPTH
3\16" DIA. VENT HOLE
DRILLED IN DISCHARGE PIPING
' - 4" PUMP DISCHARGE PIPING
NON -CLOG SUBMERSIBLE
(FREE STANDING)
SEE PUMP DATA
PUMPING SYSTEM COMPONENTS
NOT TO SCALE
FI. EX. ROBBER BOOT
RIPE SLEEVE (TYP)
12" PVC PIPE — _
CAIS GPA IF '.'OVER
I
PUMP CHAMBER
N07 TO SCALE
4"x4" TREATED WOOD POSTS
W/ 3/4" TREATED PLYWOOD FOR
MOUNTING CONTROL PANEL
FLOAT CONTROL CORDS-
.
w rLoAT TREE ----- (�
T L (:U'v''ER
CROSS SECTION VIEW
�--CONTROL PANEL
f I ,
LI F T -- OU T
CHAIN (TYP)17
It - - -
2"x2"x3/16" ANGLE
W/ STUD ANCHORS
FORMED INTO TOP OF
TANK WALL -�
•I
I
a
INSET -A
N. T. S.
PUMP POWER CORDS
4" PUMP DISCHARGE PIPING
4"x6" BUSHINGS
-+ --- 6" FORCE MAIN TO BIOREACTOR #1
`-- 6" x E" TEE TURNED DOWN
- _I HRUST BLOCK
PUMPING SYSTEM COMPONENTS
NOT TO SCALE
r� F
1_,L LUtil Y�
JUN T SE ALAN I
SEE NOTE #4
lT,F
-
� r1
-
�
1
•
1
;r L
r .. "I j
I•
I
PUMP CHAMBER
N07 TO SCALE
4"x4" TREATED WOOD POSTS
W/ 3/4" TREATED PLYWOOD FOR
MOUNTING CONTROL PANEL
FLOAT CONTROL CORDS-
.
w rLoAT TREE ----- (�
T L (:U'v''ER
CROSS SECTION VIEW
�--CONTROL PANEL
f I ,
LI F T -- OU T
CHAIN (TYP)17
It - - -
2"x2"x3/16" ANGLE
W/ STUD ANCHORS
FORMED INTO TOP OF
TANK WALL -�
•I
I
a
INSET -A
N. T. S.
PUMP POWER CORDS
4" PUMP DISCHARGE PIPING
4"x6" BUSHINGS
-+ --- 6" FORCE MAIN TO BIOREACTOR #1
`-- 6" x E" TEE TURNED DOWN
- _I HRUST BLOCK
PUMPING SYSTEM COMPONENTS
NOT TO SCALE
r� F
1_,L LUtil Y�
JUN T SE ALAN I
SEE NOTE #4
lT,F
-
Mu'RPI1Y
FARAIS INC.
P- :�(� � HI
.. C�p5E r HILL. ,
N.7'H i-_ AFtp _ ,. �/ti 28458
FRP---'NC*H S CREE'K FINISHING
PUMPSTATION � 2 DETA ILS
y
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1— 4 -
NQ E'1
I _Hl (_,R(IWE� NA ti
CONCRF�[__ BLC�_Ie
FLEXIBLE FIFE
2- THE SPLAQH PAP, ,HALL EXrEr,.'
A KVNIVUM OF �JP'_,DDPE C)F THL
KAI N I M (J
fW:RF 'f :'l �A r '.iHAt L f;t LA,�
;1__UA rH L R 71GHT[ Y WITH NQ
rt AY
HA( Fc. Im k
WN.M 'V
FLEXIBLL PPL
015','HAWA OWL A, VRWJ',
AND SHAt,j, Fqf -4 r,IJJFJ-, ,,AT
PIP[-
I A L, 1. P"F V,
.... .............
L A l 4ti U N
I -, � 1- r1, 1 'N t }" � I A ' 4 k" " t
2 )RECYCLE LINE VALVING AT LAGOON
RAI-! V ti�ATF ',)A -, .IFS
__ _T
r�
LkL
L�.\-I - ,
ANh f)Ll. LINF
3 FLUSH TANK FILL LINE VALVING_ _(RECYCLE

fIT 1[1I f '1 iL,,,-F �� _. .. "1 - -•moi
f AY Irl, I+.TINT I
-- i'rw H(?RdwQdJ"A:--'a1NIG R.IFSf)IL C�F�GRF flL�INf.'. CIInf
ntY^Ei
',ILA ' Lv E`x Al INd
OF 'JIF ECOREAI—)PS #f 4 ':
ARF Pi I SEE SHFFT 4 \ C.)P OF
I AT I INI.i
CLAY LINER/DIKE CROSS SECTION (ECOREACTORS #1 & H2
,TakltJc F+jfIJT I St_ ���
--- — I °TPIP TrJP1011L EUO5E PL.ALIN„ rllL FOR 0;M
�• `/ A 4( H'(4? TPENCH
TOP CIF L"KL
IC
2--A HDPE LINER/DIKE CROSS SECTION
4 J N.T.S.
NO FE a.
1. EXCAVAIION, BACKRLL AND COMPAC11ON
OF ANCHOR TRENCH
By CONTRACTOR.
2 SEE GENERAL NOTE
#A ON SHFFT T OF 9.
CONTRACTOR SHALL
REMOVE SURFACE
IRREGULARITIES AND
CONSOLIDATE THE
SURF"ACE. BY ROLLING SAME.
3. PLACLMENI OF GSE
HOPE LINER BY OTHERS.

of
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Z
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d
FLOW CONTROL STRUCTURES (FCS)
ELEVATION DATA
FCS #1
TOP ELEVATION = 108.00
INVERT IN ELEV. - 104.85
INVERT OUT ELEV. = 104.85
SEE DETAIL #3 ON SHEET 8 OF 9
FCS #2
TOP ELEVATION = 107.00
FRONT WEIR CREST ELEV. = 99.50
INVERT OUT ELEV. = 99.00
SEE DETAIL #2 ON SHEET 8 OF 9
FCS #3
TOP ELEVATION = 107.00
FRONT WEIR CREST ELEV. = 99.50
INVERT OUT ELEV. = 99.00
SEE DETAIL #2 ON SHEET 8 OF 9
UFT 'STATION LLE' ATIC)^� DATA.
LIFT STATION #1
4000 GAL. PRECAST
CONCRETE PUMP CHAMBER
TOP ELEVATION = 105.00
INVERT IN ELEV. = 97.50
BOTTOM SUBGRADE EL. = 96.50
SEE DETAIL SHEET #6
LIFT STATION #2
4000 GAL. PRECAST
CONCRETE PUMP CHAMBER
TOP ELEVATION = 106.20
INVERT IN ELEV. 98.70
BOTTOM SUBGRADE EL. = 97.70
SEE DETAIL SHEET #6
LIFT STATION #3
5' DIAMETER PRECAST
CONCRETE PUMP CHAMBER
TOP ELEVATION 108.50
INVERT IN ELEV. = 96.55
BOTTOM SUBGRADE EL. = 92.00
SEE DETAIL SHEET #
--
FCS #4
TOP ELEVATION = 107.00
FRONT WEIR CREST ELEV. - 99.00
INVERT OUT ELEV. = 98.50
SEE DETAIL #1 ON SHEET 8 OF 9
FCS #5
TOP ELEVATION = 107.00
FRONT WEIR CREST ELEV. = 98.50
INVERT OUT ELEV. = 98.00
SEE DETAIL #1 ON SHEET 8 OF 9
LEGEND
EXISTING WOODSLINE
EXISTING CONTOUR
scy o
FINISHED CONITOUR
�-
PVC RECYCLE SUPPLY LINE
PVC FORCE MAIN
-----r-------�---
PVC DISCHARGE PIPES
OHI - Uj
OVERHEAD UTILITY LINE & POLE
- -- -.� -�
SW,ALE / DIVERSION
4' X 8' CONC. BLOCK
SPLASH PAD
STAFF GAUGE
SOIL TEST PIT
I'1, .... t..-,. at..,.
PAD, LAGOON, OFFSET
STAKEOUT POINTS
t�"D0
FINISHED GRADE ELEVATION
r'
EXISTING IRRIGATION RISER
LAGOON AERATOR
CLEAN OUT
THRUST BLOCK
MLIRP-HY
E,Yjs 7 -IN FqR� Rppa
Ni TG Al 4 I Ai-nf1RI
`SIZED APPROPRIATELY BY BION
TECHNOLOGIES STAFF.
en i r o" nein nine
SEE DETAIL FOR ALL SYNTHETIC
LINER PIPE PENETRATIONS 5
LIFT STATION #3
1 Ud - -
TRACTOR SHED
PROPOSED FARM ROAD
F.
I
f `(OFFICE
515 LF-� 6" ' �,r
PVC c ORCE MAIN
MINIMUM BURY
DEPTH = 3 FT "N
LIFT STATION #1
1 `> LF - 8,.
P VC O 1.00a6 (1 a
:. SLOPE, PROVIDE
TEE 0 INTAKE
INV. 0 INTAKE
105.00 FCS #1
107
-�-106 BIOREACTOR #1
�- 105
104
103 FORCE MAIN
f02 -
INVERTS = 106.00
L-101
100
R
990 LI L.I �
r�
SEE DETA! (Ti;:,
1�
(4
INVERT
9
rl 8.
C.
s 4" x 4" � � TTF
�-
('T YP) 0 All_
FILL LINE TAPS
r
455 LF- 11."
PVC DISCH. ,INVERT
PIPE 0 0.7o% oar 9 9. 18
SLOPE -�-�- '-
EXIST TNG FLUSH PIPES rN.
I SHALL BE REROUTED
TO PUMP CHAMBER - INVERT
AS SHOWN (TYP) = 99.9.) � t
80 LF - 8"
PVC DISCH.
f PIPE 0 0.70% INVERT1I SLOPE INVERT
��.�� 00.72
//�4-L J
BUSHING
r
_ LUSH PIPE INV.
C.0, ' 0 BLDG. _ 101 59
y0e 1-uRNEk O BLDG ELE'v
INV. 0 HIGH f'� �= 103.07 (LOWEST BLDG ELEV)
END = 101.35 C.U.
FA
INC.
P. 0. BOX ,"uw ROSE HILL,
L ^JUF? 7N .4F'G'L ,- A ?8458
2" PVC FLUSH TANK
FILL LINES (TYP) SEE
DETAIL FOR 'VALVING
AT FLUSH TANKS
515 LF 4'" PVC RE:GYCt E
MANIFOLDS (TYP OF 2)
MIN. BURY DEPTH - 3'
GRAPHIC. ,-,t: MAl'
( IN FEET )
I inch � 61) ft
FRENCH'S CREEK FINISHING
UTILITI' PLA1\71
,:I f
I
-44--SEE VALVING DETAIL
2
EXISITNG FLUSH PIPES
SHALL BE REROUTED
TO PUMP CHAMBER
AS SHOWN (TYP)
INVERT 0 HIGH
END = 103.15
C.o
90 LF - 8" F)
PVC DISCH. {
PIPE 0 0.70% ( FLUSH PIPE INV,
SLOPE 1 0 BLDG. = 103.26
75 LF - 8` PVC DISCHARGE
PIPE, 0 1.00 SLOPE -� ----.�
I� LL} I INVERT
TEMP BENCHMARK I I = 102.42
TOP OF CONIC. I C c
ELEV. r 105.85 �! '�° INVERT �^CORN F BLDG
III -
I II f = 101.76 ELEV. = 104.52
C.O. (LOWEST BLDG ELEV)
2" PVC FLUSH TANK
FILL LINES (TYP) SEE.
150 LF _ 8" PVC DISCHARGE j'
7 -SLOPE � � "p j � DETAIL FOR VALVING
PIPE, 0 0.50
� �iF.,� AT' FLUSH TANKS
INVERT
450 LF - 12" i ! I ! Ih C. 0. F = 101.07 �� ....._..".
PVC DISCH,
PIPE 0 0.70% � 515 LF - 4" PVC RECYCLE
140 LF - 8" PVC SLOPE I MANIFOLDS (TYP OF 2)
PIPE, 0 0.50 % SLOPE L MIN. BURY DEPTH = 3
Ir�l�
7-- T
! i I C 0. 100. 37
INSTALL RECYCLE SUPPLY 4" x 4" x 2" TEE
LINES IN COMMON TRENCH (TYP) Q ALL
�' !! FILL LINE TAPS
INVERT
�Ifl I� C.O. ff = 99.15
....... ......
,gat _.
- - - LIFT STATION #2
_.- 455 LF 6"
PVC FORCE MAIN
MINIMUM BUR'f
C.O.
1186 LF - 4" PVC
�'�--- RECYCLE SUPPLY
LINES, MIN, BURY
DEPTH = 3 FT
(TYP OF 2)
DEPTH - 3 F1 L I r!� ` T!
1.
1. TRENCHES FOR THE PIPES ENTERING AND EXITING THE
ECOREACTORS SHALL BE BACKFILLED WITH CLAY FROM THE
INSIDL SLOPE OF THF FCOREACTOR TO THE INSIDE TOP OF
THE DIKES. CLAY BACKFILL MATERIAL SHALL EXTEND 2 FEET
BELOW, 2 FEET ON EITHER SIDE. AND .AT LEAST 2 FEET ,ABOVE
PIPE.. CLAY BACKFILL MATERIAL SHALL BE COMPACTED
THOROUGHLY TO PROVIDE SAME PERMEABILITY
CHARACTERISTICS AS THE CLAY LINER PER NOTE #3 ON
SHEET 1 OF 9. SFE DETAIL 4 ON SHEET 5 OF 9.
1. I -LUSH TANKS SHALL HE SUPPLIED WITH F[OAT SWITCHES TO CONTROL
FLUSHING.
2. PUMP STATION SHAt-L BE SUPPLIED WITH A. FLOAT SWITCH TO STOP
RECYCLE PUMP IN THE EVENT OF A HIGH WATER CONDITION IN THE
PUMP CHAMBER.
3 MYERS MW200 SUBMERSIBLE PUMP OR EQUAL SHALL BE USED FOR
THE RECYCLE PUMP. THE RECYCLE PUMP SHALL BE CONTROLLED BY A
TIME CLOCK AND SHALL BE SFT FOR Ott E FLOUR RUN TIME AND
CNF HOUR REST TIME.
OWNER:
MURPHY FAMILY FARMS, INC.
P.O. BOX 759
ROSE DILL, NC 28458

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CON TROL PT#1 003
REBAR
N = 5406.9620
F = 5449.0580 TP
ELEV. = 101.45
CONTROL POINT # 1189 (2078)
REHAR
N = 5572.5450
E = 5928.0210
ELEV. 104.19
CONTROL POINT # 2091
REBAR
N = 5310.4140
E — 5920.4020
ELEV. = 104.61
TEMP f3E BENCHMARK
TOP OF CONC.
oy ELEV. = 105.85

GENERAL NOTES: 12. ALL PENETRATIONS OF THE DIKE BY FORCE MAIN PIPES„ RECYCLE PIPES,
1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCHMARK ELECTRICAL CONDUIT, STAFF GAUGE. ETC. SHALL BE ACCOMPLISHED PRIOR TO
ELEVATION AND DO NOT REPRESENT MEAN SEA LCL DATUM. PLACEMENT OF SYNTHETIC LINER.
2. ANY HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM 13. THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE INTENDED AS
THE TREATMENT SYSTEM AREA PRIOR TO PLACING FILL. ROOTS IN EXCESS OF 2 A GUIDE. THE EROSION AND SEDIMENTATION CONTROL REGULATIONS IN
INCHES IN DIAMETER WILL NOT BE ALLOWED IN FILL SECTIONS, ANY STUMPS NORDIl CAROLINA ARE PERFORMANCE BASED AND ADDITIONAL MEASURES MAY BE
ENCOUNTERED IN TREATMENT CELT. SIDE SLOPES OR BOTTOM MUST BE REMOVED. REQUIRED TO PREVENT SEDIMENT FROM LEAVING -T HE SITE. IT IS THE LAND
OWNERS RESPONSIBILITY TO PROVIDE AND MAINTAIN ALL SUCH MEA5URE5.
3. THE SOILS INVESTIGATION DONE BY MURPHY FARMS INDICATES THE
TREATMENT CELLS WILL REQUIRE LINING THE BOTTOM AND SIDE SLOPES OF THE 14. APPLY 3 LAYERS OF 40 MIL HDPE LINING IN AREAS INDICATED TO PROVIDE
ECOREACTORS SHALL BE UNDERCUT FOR A 2,0' THICK CLAY LINER, THE UNER A SACRIFICIAL SURFACE FOR AERATOR REMOVAL OR SERVICE.
MATERIAL SHALL BE THOROUGHLY AND UNIFORMLY COMPACTED SUCH THAT THE
PERMEABILITY AFTER PLACEMENT SHALL NOT EXCEED 1.0 X 10-6 CM/SEG.
UNDISTURBED CORE SAMPLES OF THE LINER MATERIAL WILL BE TAKEN AFTER
COMPLET10N AND WILL BE LAB TESTED TO CONFIRM THE PERMEABIUTY. THE �,�� �� �1�• - h�
MURPHY FARMS ENGINEERING DEPT. MUST APPROVE LINER MATERIAL PRIOR TO
PLACEMENT. SEE CLAY UNER/DIKE CROSS SECTION DETAIL ON SHEET 4. --
4 THE BIOREACTOR$ �1-#3, AND THE POUSHING ECOREACTOR SHALL RECEIA A. 4
40 MIL HIGH DENSI POLYETHYLENE LINER WHICH MALL. BE INSTALLED BY OTHERS. I \ }
THE HDPE UNER SHALL BE INS*ALLED AND TESTED IN STRICT ACCORDANCE - -
WITH THE MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. THE y� y
MANUFACTURER'S REPRESENTATIVE ANSTALLER SHALL INSPECT AND APPROVE
SUBGRADE CONDITIONS PRIOR TO PLACING HPDE UNER. THE CONTRACTOR '
SHALL EXCAVATE THE LAGOONS AND BUILD THE DIKES TO THE 'LINE'S AND
ELEVATIONS AS SHOWN ON TIME PLANS- ALL ORGANIC MATERIAL, FOREIGN
MATERIAL. WATER, ETC. SHALL BE REMOVED FROM THE INSIDE SURFACES 25' OFFSET FOR-�
OF THE LAGOONS AND DIKES PRIOR TO PLACEMENT OF SYNTHETIC UNER. OBSERVATION
SEE HDPE LINER/DIKE CROSS SECTION DETAIL ON SHEET 4. TRENCH, SEE ! I
GENERAL NOTE
5. THE TREATMENT SYSTEM IS BEING PLACED IN A WET AREA WITH THE WATER X11
TABLE BEING WITHIN THE EXCAVATED DEPTH OF SOME OF THE CELLS. IT IS
IMPERATIVE THAT THE CONTRACTOR INSTALL DRAINAGE MEASURES AT THE
START OF THE PROJECT AND MAINTAIN THEM UNTIL ALL LAGOON GRADING
AND LINING IS COMPLETED.
6. THE BIOREACTORS AND ECOREACTORS #1 & #2 SHALL BE PRECHARGE77 WITH
WATER FROM THE EXISTING LAGOONS TO THEIR NORMAL OPERATING LEVEL
AS SOON AS THE LINERS ARE COMPLETE AND HAVE BEEN TESTED. THE
REMAINING WATER IN THE EXISTING LAGOONS SHALL BE USED TO PRECHARGE
THE POLISHING ECOREACTOR. THIS IS IMPORTANT TO HELP REDUCE START --UP
ODORS, TO TH GUARD
RTIC UNEG AGAINST
ST�OAINTN OF THE CLAY UNER, AND TO STABIUZE NG FAP ,THE ROAD
7. ALL FILL MATERIAL PLACED ON THE TREATMENT CELL DIKES SHALL BE
COMPACTED TO 95X OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. iT IS RECOMMENDED THAT COMPACTION BE DONE WITH A
SHEEPSFOOT ROLLER.
8. ALL DIKE SIDE SLOPES ARE 3:1 UNLESS OTHERWISE NOTED ON PLAN.
9. ANY WATER SUPPLY WALLS PLACED ON THE SITE MUST BE A MINIMUM OF `
100' FROM THE CLOSEST POINT OF THE TREATMENT SYSTEM.
THE EXISTING POWER
10. THE FOLLOWING ITEMS SHALL BE DONE WII}i REGARDS TO THE TREATME'NI POLE MUST BE =:v
SYSTEM CONSTRUCTION BEFORE THE FACILITY IS CERTIFIED: DIKES
-
FERITUZED, SEEDED AND MULCHED INSIDEAND OUT; APPRO'r"ED SCOUR RELOCATED. WORK -- -- _ .�
PAf1TF-rT1f5Al nr"v-rc wc-TA I I rn 1 v Cx_ UUUKUINoR 1 tU
.� ..1.....1..,"'� rTr�a BY MURPHY FARMS
THE STAFF GAUGE INSTALLED; THE TREATMENT CELLS PRECHARGED; L' h�
AND THE UFT STATIONS INSTALLED AND TESTED. WITH THE UTILITY
COMPANY
REIC EIVE'D
WATER QUALITY SFCrTION
9 1997
Non -Discharge Pprmitt;nn
11, BEFORE BEGINNING EXCAVATION AN OBSERVATION TRENCH SHALL BE DUG ' • ,
AROUND THE TREATMENT SYSTEM AS SHOWN TO DETERMINE WHETHER DRAIN
TILE IS PRESENT IN THE AREA. THE TRENCH SHALL BE A MINIMUM OF 5
FEET DEEP AND 4 FEET WADE AND SHALL BE 25' OUTSIDE THE TOE OF THE BENCHMARK.,
DIKES IF ANY DRAIN TILE IS SHALLFROM THE TREATMENT SYSTEMFOUND AREA. I OUTSIDE REMOVED
TRENCH LETELY TTHEP•T1L.E SHALL BE - RRS IN PP _
EITHER CAPPED OIC OR REROUTED AROUND THE LAGOON AS DIRECTED BY THE ELEV. - 100.0t�,-
ENGINEER.
LEGENn
r, --Y. --1,- - ,�, ��`'ti EXISTING WOODSUNE:
EXISTING; CONTOUR
so FINISHED CONTOUR
PVC DISCHARGE PIPES
OHE --m OVERHEAD UTTL 1Y LINE do POLE
- --.- - SWALE / DIVERSION
STAFF GAUGE
SOIL I -EST PIT
Pt, ..., 0, -, 01, PAD, LAGOON, OFFSET
STAKEOUT POINTS
FINISHED GRADE ELEVATION
S EXISTING IRRIGA11ON RISER
SEEDING NOTES:
1. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS
SOON AS POS516LE AFTER FINAL GRADING IS COMPLETED THIS INCLUDES
INSIDE SLOPES OF THE ECOREACTORS.
2. PREPARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE
WATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWN ON PLAN,
3. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE ,A 3 TO 4 INCH
SMOOTH SEEDBE'D. APPLY `_SEED AND FIRM SEEDBED WITH A C-ULTIPACKER OR
SIMILAR EQUIPMENT. APPLY MULCH AND SECURE. WITH A MULCH .ANCHORING
TOOL OR NETTING
SOIL AMENDMENTS:
7000 LBS OF- 10-10-10 FERT1UZER X1000 LBS/ACRE)
14 TONS OF DOLOMITIC UME (2 TONS ACRE)
700 BALES OF SMALL GRAIN STRAW 1(X1 BALES,
/ACRE)
SEEDING SCHEDULE:
winter
420 LBS OF FESCUE (60 LBS/ACRE) - SEPT 1 TO NOV 30
280 LBS OF RYE GRASS (40 LBS/ACRE) - DEC 1 TO MAR ;DCI
210 LBS OF RYE GRAIN (30 LBS/ACRE) - nurse crap for fescue
70 LBS OF UNHULLED COMMON BERMUDA GRASS (10 LEIS/ACRE)
-- JAN I TO M AR 30
summar
700 LEIS OF HULLED COMMON RFRMUDA GRASS (100 IBS/ACRE!-APR 1 - j01 -Y 31
TOTAL AREA TO BE SEEMED .AND MULCHED = 7.0 ACRES (APPROX)
- 107.50 v
-107-
--106-
-164-
103,-
102
--107-
--l06--1d4-
103,102
,_ 1
100
P
ENTRANCE RAMP 0
6.0 % SLOPE
I -OL' WIDTH = 60'
BOTTOM WIDTH = 25'
TOP 12"--18" OF FILL
SHALL BE CLAYEY SAND
NOTE:
SEE SHEET -3 OF 8 FOR
ALL PIPING DETAIL`.
GRADE BETWEEN BLDGS.
AND 'LAGOON TO PROVIDE
POSITIVE DRAINAGE
+ f _ ext=
1 _
G
GRAPHIC SCALE',
CONTROL POINT ##5 (2279) 0 30 x 120
REBAR -7- �----�.
N = 4597.1800
E = 4 742, 4820
EL. = 102.96 ( =r
h
LV1 60 ft.
24•C'
Twry ', CONTROL POINT 1189 (2078)
REBAR
N = 5572.5450
E = 5928.0210
ELEV, = 104,19
i
EXISTING LAGOON TO
BE CLOSED, SEE SHEET 8 y
FOR CLOSURE PROCEDURE.
i P
4 CONTROL POINT # 2091
REBAR ICIF
N = 5310.4140 � If'�
E = 5920,4020
ELEV. = 104.61 ,111
I "II Y I I'77F
TEMP BENCHMARK
{ d' ' +` �� i �� TOP OF CONC.
ELEV. = 105.85
I�
` .11.x... ....r �1..
GRADE BETWEEN BLDGS-
I ` AND LAGOON TO PROVIDE
POSITIVE DRAINAGE
SEE SHEET #3 FOR CLAY
BACKFILL REQUIREMENTS FOR
PIPE TRENCHFS AT ECOREACTORS
#1 & #2
BIOREACTOR #1 LLF'J. DAI.A
TOP OF DIKE ELEV, = 107.00
NORMAL OPERATING ELEV. = 105.00
FINISHED BOTTOM ELEV = 96.40
I ECOREACTOR #1 ELEV- DATA J
TOP OF DIKE ELEV, = 107.+00
MAX. OPERATING ELEV.
105.00
MIN OPERATING ELEV. =
TRACTOR SHEDI.
FINISHED BOTTOM (HIGH
END)
ELEVATION = 100,00
FINISHED BOTTOM (LOW
END)
ELEVATION = 99.50
1 �I
'y CREEK
F �..J �/ FLNTISHING'
Y
PLAN
11
1%
PROPOSED FARM ROAD
�;
1 V
_
U TE EXISTING
REROUTE
E
R .
X
__
ROAD TO PRQVIDF
OFFICE
CONTROL POINT #1 (1001,2278)
ACC:_..• , TO RAMP
;..
REBAR
a•
AS SHOWN
N = 5000.0000
E = 5000.0000
-
ELEV - 101.91
EXISTING LAGOON TQ
;''
I
---
--- -• - --• ---
BE CLOSED, SEE SHEET 8
FOR CLOSURE PROCFDURE.
CONTROL POINT #4 (1002)
REBAR
N = 4$13-9450._.
i ' -"�-
- -
CONTROL F'{iiN1
ff16
' E = 4645.6790
REBAR
ELEV 102.12
-
N = 4804.0540
E = 4896.2890
o'
ELEV. = 103,19
- 107.50 v
-107-
--106-
-164-
103,-
102
--107-
--l06--1d4-
103,102
,_ 1
100
P
ENTRANCE RAMP 0
6.0 % SLOPE
I -OL' WIDTH = 60'
BOTTOM WIDTH = 25'
TOP 12"--18" OF FILL
SHALL BE CLAYEY SAND
NOTE:
SEE SHEET -3 OF 8 FOR
ALL PIPING DETAIL`.
GRADE BETWEEN BLDGS.
AND 'LAGOON TO PROVIDE
POSITIVE DRAINAGE
+ f _ ext=
1 _
G
GRAPHIC SCALE',
CONTROL POINT ##5 (2279) 0 30 x 120
REBAR -7- �----�.
N = 4597.1800
E = 4 742, 4820
EL. = 102.96 ( =r
h
LV1 60 ft.
24•C'
Twry ', CONTROL POINT 1189 (2078)
REBAR
N = 5572.5450
E = 5928.0210
ELEV, = 104,19
i
EXISTING LAGOON TO
BE CLOSED, SEE SHEET 8 y
FOR CLOSURE PROCEDURE.
i P
4 CONTROL POINT # 2091
REBAR ICIF
N = 5310.4140 � If'�
E = 5920,4020
ELEV. = 104.61 ,111
I "II Y I I'77F
TEMP BENCHMARK
{ d' ' +` �� i �� TOP OF CONC.
ELEV. = 105.85
I�
` .11.x... ....r �1..
GRADE BETWEEN BLDGS-
I ` AND LAGOON TO PROVIDE
POSITIVE DRAINAGE
SEE SHEET #3 FOR CLAY
BACKFILL REQUIREMENTS FOR
PIPE TRENCHFS AT ECOREACTORS
#1 & #2
BIOREACTOR #1 LLF'J. DAI.A
TOP OF DIKE ELEV, = 107.00
NORMAL OPERATING ELEV. = 105.00
FINISHED BOTTOM ELEV = 96.40
I ECOREACTOR #1 ELEV- DATA J
TOP OF DIKE ELEV, = 107.+00
MAX. OPERATING ELEV.
105.00
MIN OPERATING ELEV. =
103.00
FINISHED BOTTOM (HIGH
END)
ELEVATION = 100,00
FINISHED BOTTOM (LOW
END)
ELEVATION = 99.50
1 �I
'y CREEK
F �..J �/ FLNTISHING'
Y
PLAN
11
1%
ECOREACTOR #2 ELEV. DATA
TOP OF DIKE ELEV. = 107.00
MAX. OPERATING ELEV. = 105.00
MIN- OPERATING ELEV- = 103'00
FINISHED BOTTOM (HIGH END)
ELEVATION - 100.00
FINISHED BOTTOM (LOW END)
FI-EVATION = 99.50
i
CONTROL. POINT # 1188 (2115) ,
REBAR
N =5068.51860
E 5913.7020
ELEV. 104.10
lei" - �- - --
- EXISTING FARM ROAD
HIORE.ACTOR #2 ELEV. UA T n. I
70P OF DIKE ELEV. = 107.00
MAX. OPERATING ELEV. = 105.00
MIN OPERATING ELEV. 99.00
FINISHED BOT 0M EL. = 93.00 1
BIOREACTOR #3 ELEV. DATA.
TOP OF DIKE ELEV. - 107.00
MAX. OPERATING ELEV. = 105,00
MIN. OPERATING ELEV. = 99.00
FINISHED BOTTOM EL. = 93.00
POLISHING ECOREACTOR
ELEVATION DATA
TOP OF DIKE ELEV. = 109.00
START PUMP ELEV. = 106.70
STOP PUMP ELEV. = 100.00
FINISHED BOTTOM EL. = 98.00
EARTHWQRK CALCUL&flC DATA
TOTAL E..-L'-.,AyATf_MI 'ti6 13 :Y •• EXCAVATED CLAY D CY
PAD AND COKE Ha 48936 CY • RE01) FOR LINER +1293 CY •
NET 170M CY CLAY BORROW 4293 CY
SUITAR.i r'* LINER 0 CY
BORROW 27006 CY
FILL VOLUMES HAVE BEEN ADJUSTED BY 20% AND CLAY
VOLUMES BY 151 FOR SHRINKAC,E DUE TO COMPACTION
• 10`AL EXCAVATION VOLUME INCLUDES UNDERCUT FUR THF
CLAY LINER IN F_COREACTORS 01 AND #2
ALL SURVEY COLLECTIONS, LOCATION & ELEVATION DATA
DONE BY MURPHY FAMILY FARMS ENGINEERING DEPT.
oil
OWNER:
MURPHY FAMILY FARMS, INC.
P.O. BOX 759
ROSE HILL, NC 28458
it
",'w ' ;r �'�✓
4t ���
�r gLfi'K«•'�:
t'��dl. fllfl�,�
r -
I P
JJJa�f
FARMi INC.
X` -� R HI
P. 0. BO - OSE LL,
.--x✓1 `1 - i •. -, " 'N tl. ) I.
b� NORT'44 OAR L,'NA 28458
1 �I
'y CREEK
F �..J �/ FLNTISHING'
Y
PLAN
11
1%
�;
1 V
E
AL C I -- �.. I,.. r
-.e
��

r,
pe.
EXISTING
FARM
:1
POLISHING ECOREACTOR
' tXIb I INU LAGUUN
I
' T R H Y,,
.I F A R_LWSLN
HO X 74 ROSE H- L
�.A
eIc�'2EAcraR �
I
=I
FRENCH IS CREEK FINISHING
LOSURI�; PT.1� I�'
EXISTING LAGOON ,
C.. 0.
k
°Iill,
i
C.O.
1
EXISI TNG FLUSH PIPES + I
SHALL BE REROUTED �
TO PUMP CHAMBER
cc. 0.,
I r dpi
_y
I
GRADE BETWEEN BLDGS
AND LAGOON TO PROVIDE
POSITIVE DRAINAGE
+�+s�w wrwwrrw.w
a�
EXISTING FARM ROAD
LAGOON CLOSURE NOTES:
t. NO SPFCIAL WATER QUALITY TESTING OR EFFLUENT TESTING WILL BE
REQUIRED_
2. ALL EXISTING PIPES DISCHARGING WASTE INTO THE LAGOONS SHALL BE
REMOVED AS SHOWN ON THE DRAWING.
3, ALL EFFLUENT SHALL BE PUMPED FROM THE LAGOONS AND
SHALL BE LAND APPLIED TO CROPS AT AGRONOMIC RATES BASED ON
REALISTIC YIELD EXPECTATION FOR NITROGEN ACCORDING TO THE
APPROVED WASTE UTILIZATION PLAN FOR THE OPERATION. THE
SLUDGE SHALL BE. REMOVED TO WITHIN ONE FOOT OF THE BOTTOM OF
,TIE LAGOONS AND SHALL BE LAND APPLIED WITH THF SAME
CONSIDERATIONS AS THE EFFLUENT. THE EFFLUENT AND SLUDGE SHALL
BE ANALYZED FOR NITROGEN [ l.:N 7_NT PRIOR T: + APPLICATION.
4 ANY FOREIGN MATERIAL OTHER THAN WASTE FOUND IN THE LAGOON SHALL
BE PROPERLY DISPOSED OF IN A PERMITTED LANDFILL FACILITY, SUCH
MATERIAL CANNOT BE BURIED ON THE FARM AS THIS PRACTICE
CONSTITUTES THE OPERATION OF AN UNPERMITTED LANDFILL.
S. UPON COMPLETION OF THE EFFLUENT AND SLUDGE REMOVAL PROCEDURES
OUTLINED ABOVE, THE LAGOONS WILL BE INSPECTED TO DETERMINE IF ANY
INCIDENTAL REPAIRS OR PROVISIONS NEED TO BE MADE FOR CONVERSION
TO FRESH WATER PONDS SUCH AS TREE REMOVAL, SPILLWAY INSTALLATION,
ETC, WHEN SUCH WORK HAS BEEN COMPLETED THE LAGOONS WILL BE
ALLOWED TO REFILL WITH FRESH WATER AND WILL REMAIN AS FRESH
WATER PONDS.
6. ANY ELECTRICAL SERVICES OR DEVICES SUCH AS RECYCLE PUMPS, ETC.
AROUND THE LAGOON WHICH WILL NO LONGER BE NEEDED SHALL BE
DISCONNECTED AT THE POWER SOURCE AND REMOVED.
7, EXISTING IRRIGATION HEADER CONNECTIONS AT THE LAGOON SHALL BE
REMOVED.
j
i
/
C.Q.
EXISITNG FLUSH PIPES 1
SHALL BE REROUTED
TO PUMP CHAMBER
AS SHOWN LTYP)
C. 0,
GRADE BETWEEN BLDGS
AND LAGOON TO PROVIDE
POSITIVE DRAINAGE
' T R H Y,,
.I F A R_LWSLN
HO X 74 ROSE H- L
�.A
eIc�'2EAcraR �
I
=I
FRENCH IS CREEK FINISHING
LOSURI�; PT.1� I�'
EXISTING LAGOON ,
C.. 0.
k
°Iill,
i
C.O.
1
EXISI TNG FLUSH PIPES + I
SHALL BE REROUTED �
TO PUMP CHAMBER
cc. 0.,
I r dpi
_y
I
GRADE BETWEEN BLDGS
AND LAGOON TO PROVIDE
POSITIVE DRAINAGE
+�+s�w wrwwrrw.w
a�
EXISTING FARM ROAD
LAGOON CLOSURE NOTES:
t. NO SPFCIAL WATER QUALITY TESTING OR EFFLUENT TESTING WILL BE
REQUIRED_
2. ALL EXISTING PIPES DISCHARGING WASTE INTO THE LAGOONS SHALL BE
REMOVED AS SHOWN ON THE DRAWING.
3, ALL EFFLUENT SHALL BE PUMPED FROM THE LAGOONS AND
SHALL BE LAND APPLIED TO CROPS AT AGRONOMIC RATES BASED ON
REALISTIC YIELD EXPECTATION FOR NITROGEN ACCORDING TO THE
APPROVED WASTE UTILIZATION PLAN FOR THE OPERATION. THE
SLUDGE SHALL BE. REMOVED TO WITHIN ONE FOOT OF THE BOTTOM OF
,TIE LAGOONS AND SHALL BE LAND APPLIED WITH THF SAME
CONSIDERATIONS AS THE EFFLUENT. THE EFFLUENT AND SLUDGE SHALL
BE ANALYZED FOR NITROGEN [ l.:N 7_NT PRIOR T: + APPLICATION.
4 ANY FOREIGN MATERIAL OTHER THAN WASTE FOUND IN THE LAGOON SHALL
BE PROPERLY DISPOSED OF IN A PERMITTED LANDFILL FACILITY, SUCH
MATERIAL CANNOT BE BURIED ON THE FARM AS THIS PRACTICE
CONSTITUTES THE OPERATION OF AN UNPERMITTED LANDFILL.
S. UPON COMPLETION OF THE EFFLUENT AND SLUDGE REMOVAL PROCEDURES
OUTLINED ABOVE, THE LAGOONS WILL BE INSPECTED TO DETERMINE IF ANY
INCIDENTAL REPAIRS OR PROVISIONS NEED TO BE MADE FOR CONVERSION
TO FRESH WATER PONDS SUCH AS TREE REMOVAL, SPILLWAY INSTALLATION,
ETC, WHEN SUCH WORK HAS BEEN COMPLETED THE LAGOONS WILL BE
ALLOWED TO REFILL WITH FRESH WATER AND WILL REMAIN AS FRESH
WATER PONDS.
6. ANY ELECTRICAL SERVICES OR DEVICES SUCH AS RECYCLE PUMPS, ETC.
AROUND THE LAGOON WHICH WILL NO LONGER BE NEEDED SHALL BE
DISCONNECTED AT THE POWER SOURCE AND REMOVED.
7, EXISTING IRRIGATION HEADER CONNECTIONS AT THE LAGOON SHALL BE
REMOVED.

1q
FLOW CONTROL STRUCTURES FOR
F C IQ) # 4 & F 44 5
8" f-FF_L(JEN1
S' CONCRETE
(CAST IN PLACE)
2" CHANNEL IRON V
2" X 6" REMOVABLE
RISER BOARDS
N. T. S.
F(8
WATER TIGHT 13C)u"" IT
N F
Ni T
AANHOLI-- STEPS
12? " _). C -
�irN''JE L "r' Ivi
CF-,ANNEL GUIDE:--,
I WOODEN RArFL_FS/RISERS
r_" -"N'," TRU("; OF HIC,�i GRADE A0l..M4N!ZEl__j lot,4{,tjE 6,N -n
' i - I - `P"', )l -r',-
MLlRp.J1LIy
VA RML_
o.FUSE HILL.
ir
HAND HOLD
CUTOUT
3/4" PLYWC
BAFFLE 2' F­
7" x 7" CU TG
2" CHANNEL
FRAME
I
?'-2
A A
N.1 Q).
9'-0" F OR FCS #4
9'-6" FOR FCS #5
6
p f)
TREATED 2"x4." PLATE
TOP OF
BERM Ak
NOTES;
1. INSTALL WATERTIGHT BOOT AROUND
DISCHARGE PIPE
2. INSTALL INTERIOR ACCESS LADDER
(MANHOLE STEP'S 12" n.C. (TYPO.
CONCRETE
FOOTING
2"x6" PRESSURE TREATED PLANKS
O -7
N _0"x6" RUNNEP"-,
PPOLYSULFIDE
JOINT SEALANT
JUIN
0
LYSULF
I NT SEA
L
E
AN
0 0 EC
R )UI V
R E 0 U I V.
A N lk R TRENCH
SFF
PLAN
FOR
FLEV.
TREATED
ID L i, TL
x6" PPESSLIP�
TRE ATFD PLANK,
MANHOLE STEP -S I)N
12 C. TO C.
B L P MI
S E E P L.A N
FOR ELEV
HANNLL FRAME F( -')R
G A I.- V A N I Z E D
t'--_MGVABLE 2"x6" RISER
Ef
H_�,,ARDS, PROVIDL ��'l.IFFICIFNT ANCHOR P()L T
6
B 10 A R D FOP "i'LL HEICHT
CONCRE TE
P'(_?o T! N 0
_.HANNt i r f� ME FC)IR, H
l\,liUSTABLF '4" HIGH
PLYWOOD BAFFLE AND
X- Y6" RISER BOARDS.
SEL BIOREACTOR FLOW
_E
CONCRE I
F(. -)P DETAILS.
SEE PLAN I' !'� .. I �„ I } •.
_0
tl -
V
T_ #5 DOWELS 4 12" i- .C_ EACH FA(-. E
PRC )JEI'T 2'-(," 4H()VE 100 OF t ;ONC, I`N[)
#5 REBAR 6.� 12" EAH
'VV.z\ f T C P H j 10 M m_-pv(' wjam, 'ERSTC)
FC'S, #2 AND FCS #3 ARE BEING PLACED IN A CLAY
L�NEL-' CELL. 71J_ PRECAST CONCRE7 'iRUCTURE BOTTOM
SHALL 6C 01_4( ; '_)N rl OF COMPACTED CLAY AND SHk I
BL bAC4,J;LLLLj tiNj T, LLA'-> i ? I'l 0C'OMPA0ED UL4�
BETWEEN THE AALL.Z) AN[) THF SANDY DIKE FILL.
I - ulRl EN CH'S
c
CREEK
F'IN75HING
T
CONTKOLFLO
DETAILS
FC'S, #2 AND FCS #3 ARE BEING PLACED IN A CLAY
L�NEL-' CELL. 71J_ PRECAST CONCRE7 'iRUCTURE BOTTOM
SHALL 6C 01_4( ; '_)N rl OF COMPACTED CLAY AND SHk I
BL bAC4,J;LLLLj tiNj T, LLA'-> i ? I'l 0C'OMPA0ED UL4�
BETWEEN THE AALL.Z) AN[) THF SANDY DIKE FILL.
I - ulRl EN CH'S
CREEK
F'IN75HING
W
CONTKOLFLO
DETAILS
B
N T.
112" DIA. STAINLESS
STEEL ANCH(-)P BOLT
CONCRETE
FlIt
.3
EXTRUSION
WELD
J� SEE PLAN
_* FOR ELEV.
2" CHANNEL FRAME
FOR REMOVABLE
2"x6" RISER BOARDS,
PROVIDE SUFFICIENT
BOARDS FOR FULL
HEIGHT OF STRUCTURE
2" CHANNEL FRAME
FOR ADJUSTBALE
24" HIGH PLYWOOD
BAFFLE AND 2"x6"
RISER BOARDS
40 MIL GSE HDPE
F LINER, TO BE
INSTALLFP BY OTHERS
--' R
1 L 0\11v' 1" 1 ",/E R S 10 N T TU
FOR P -'(S-) #1
N. T S.
8" SELF CONTAINED
SLUICE GATE - ROD
HUNT HY - 0 RISINi
TI=M, HANDWHEEL
C I - - -
)PFPATFD, OP FCMA
I N i'_ P () V
4'
A. A C, PII P. I
FOR ELEV. olli
CONCRETE FILL
� I- F P 4 " N
FOR ELEV
TO ECOREACTOR
#1
I T CJ E COREACTOP
.
#2 t -

PUMP STATION NOTES
1. THE PRECAST CONCRETE PUMP TANK SHALL BE DESIGNED AND
CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS SET
FORTH IN THE "LAWS AND RULES FOR SEWAGE TREATMENT AND
DISPOSAL SYSTEMS" NCDEHNR — DIVISION OF ENVIRONMENTAL
HEALTH, ON --SITE WASTEWATER SECTION — SECTION .1954
2. THE PUMP TANK SHALL BE FABRICATED WITH AN OPEN TOP.
A BAR GRATE COVER WILL BE FABRICATED BY OTHERS
3. THE EXCAVATION FOR THE PUMP TANK SHALL BE LEVEL AND
UNIFORM TO ENSURE FULL BOTTOM BEARING ON THE SOIL.
BOTTOM GRADE SHALL BE VERIFIED PRIOR TO SETTING THE
TANK.
4, THE JOINTS BETWEEN THE TANK SECTIONS SHALL BE SEALED
WITH 1" BUTYL RUBBER SEALANT ROPE. AFTER SETTING THE.
TANK, THE MATING JOINT AND ALL PIPE PENETRATIONS SHALL
BE FILLED AND SEALED USING HYDRAULIC: CEMENT INSIDE AND OU 1.
5. A "FLOAT TREE" SHALL BE PROVIDED IN THE PUMP TANK FOR
MOUNTING FLOAT SWITCHES. THE FLOAT TREE SHALL BE A 2"
PVC PIPE SET IN A 5 GALLON BUCKET OF CEMENT, OR SIMILAR
DEVICE THAT CAN BE EASILY REMOVED FROM THE TANK WITHOUT
DISTURBING THE PUMPS OR VICE VERSA.
6. THE FORCE MAIN FROM THE PUMP STATION TO THE LAGOON SHALL
BE 6" SCHEDULE 40 OR SDR 26 PVC PINE, SCHEDULE 40 PIPE
SHALL HAVE SOLVENT CEMENT WELDED JOINTS, SDR 26 PIPE SHALL
HAVE GASKETED JOINTS. THE FORCE MAIN SHALL BE 1NSTALLFD
AT A MINIMUM BURY DEPTH OF 3 FEET.
7. THE PUMP DISCHARGE PIPING SHALL BE 4" SCHEDULE 40 PVC PIPE
WITH SOLVENT CEMENT WELDED JOINTS. THE DISCHARGE PIPING
SHALL BE INSTALLED AS CLOSE TO THE OUTSIDE OF THE TANK
WALL AS POSSIBLE TO MAKE PIPE LESS SUSCEPTIBLE TO DAMAGE.
b, i Ht LNL,1NLtk WILL AZ�bIS I IN 5L I I INU IML F LUA I 5WI I (;H LL VLLS
DURING THE FINAL INSPECTION. THE SYSTEM MUST BE COMPLETED
AND INSPECTED PRIOR TO FARM CERTIFICATION,
9. THE PUMPS SHALL BE MOUNTED ON GUIDE FAIL SYSTEMS. EACH
SYSTEM SHALL CONSIST OF A DUCTILE IRON DISCHARGE BASE, CAST
IRON PUMP ATTACHING AND SEALING PLATE, STAINLESS STEE=L PUMP GUIDE
PLATE, CAST IRON ELBOW, AND 1 1/2" STAINLESS STEEL GUIDE RAILS.
ALL EXPOSED NUTS, BOLTS, AND FASTENERS SHALL BE OF 3010 SERIES
STAINLESS STEEL.
m VTR p 1-1 y�
VARMSINC.
+'. 0. BOX 7-,-k4 ROSE HILL,
IDH ON , `' 11 �.i `vlv,R-� AF7" �'fA 28458
PUMP AND CONTROLS DATA
PUMPS:
(2) MYERS MODEL V4WHV NON—CLOG SUBMERSIBLE WASTEWATER
PUMPS (VERTICAL DISCHARGE)
4" DISCHARGE, 3" SPHERICAL SOLIDS HANDLING CAPACITY
5 HP, 1750 RPM, 60 Hz, 230 VOLT, SINGLE PHASE
6 1/2" IMPELLER
CONTROL PANEL:
MYERS CAT# CWHV4-50-21DW DUPLEX CONTROL PANEL OR EQUAL
5 HP, 230 VOLT, SINGLE PHASE
NEMA 4X FIBERGLASS ENCLOSURE, SEPARATE PUMP CIRCUITS,
ALTERNATING PUMP SEQUENCER, BELL do LIGHT ALARMS WITH
SILENCE SWITCH, ELAPSED TIME METERS, OVERRIDE RELAY,
PUMP RUN LIGHTS, AND SEAL LEAK LIGHTS.
FLOAT SWITCHES:
(4) MYERS PM15NO FLOAT SWITCHES, POLYPROPYLENE ENCASED
18-2 SJOW/A34 X 41 STRAND CABLE
PLAN v L_W
NOIE,
ELECTRICAL SERVICE TO CONTROL PANEL
SHALL BE SIZED FOR BOTH PUMPS
RUNNING SIMULTANEOUSLY
110V WFA THFRPROOF --,
CONVENIENCE OUTLET
ELECTRICAL DISCONNECT ---�
CONTROL PANEL (---
FLOAT CONTROL CORDS
TOP EL. - SEE SITE PLAN-
,
I D. = 60"
STEPS
STAINLESS STEEL FLOAT SUPPORT
BRACKET, SECURE TO WALL W/
\`` .71I111VLCJ7 JiLLL ri'CU1iL 111Vl.PlVtEJ
11\\ 1
FfNISHED GRADE
_r_II41. - - .Tri i
__
rr
WATER TIGHT SEAL®
CONDUIT PENETRATION
SEALED MERCURY FLOAT
SWITCHES (TYP)
HIGH WIAWR -
ALARM
�- LAG PUMP ON -
LEAD PUMP ON —
8' INFLUENT LINE
� I
PUMP OF -
� 1 1 1
4' IRON BODY SWING
CHECK VALVE
FLANGED CONNECTION
BAR GRATE
COVER
PUMP POWER
CORDS
,
4" PVC PIPE
4" BRONZE BODY
GATE VALVES
4" IRON BODY SWING
CHECK VALVES
PVC PIPE
— MADE FROM STEEL PIPE
FRAME MAY BE MADE FROM TREATED 4X4'5
LIf I -vu I nnrvu rrllvi,n
— 4" BRONZE
BODY GATE VALVE
-PRECAST CONCRETE .1—PIPE SLEEVE FOR SWIVEL OPERA TION
MANHOLE
4000 PSI CONCRETE
"' CONIC. BASE
6" FORCE MAIN
TO POLISHING ECOREACTOR
36" BURY DEPTH
1 1/2- DIA. STAINLESS STEEL
GUIDE RAILS (2 PER PUMP)
�--- MOUNTING BRACKET
(2) STAINLESS STEEL
LIFTING CHAINS
3%16" DIA. VENT HOLE DRILLED IN DISCH. PIPING
(2) 4" DIA, SCH. 40 PVC
DISCHARGE PIPES
4
(2) NON—CLOG SUBMERSIBLE WASTEWATER
PUMPS, SEE PIMP DATA ON THIS PAGE
:SEE SITE PLAN --
._r ..tee''_ .�� ._t-.- f...t`- ,rr�_.,_.t-`';-"� �__�.r•_'.- �. �.
E C -110 N
8 THICK CRUSHED
STONE BASE
FKEN("H'S CRE'EK FINISHING
LIFT STATION #3 DETAILS
MANHOLE BASE MUST BE INSTALLED LEVEL
TO INSURE THAT WETWELL SITS VERTICALLY
RAIL SUPPORT AND DISCHARGE CASTING
WITH PUMP CHECK VALVE AND SEALING
FLANGE
1