090201_ENFORCEMENT_20171231

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CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. William Odom, Jr.
3144 Jack Richardson Rd
Elizabethtown NC 28337-6688
P,tSc/N 12 Michael F. Easley, Governor
July 11, 2007
Subject: NOTICE OF VIOLATION
Administrative Code 15A NCAC 2T.1300
Odom Nursery
AWS090201
Bladen County
Dear Mr. Odom:
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins. Director
Division of Water Quality
You are hereby notified that, having been permitted to have a non -discharge permit for the subject animal waste
disposal system pursuant to 15A NCAC 2T. 1300, you have been found to be in violation of your 2T .1300 Permit
Violation 1: Failure to maintain waste levels in your waste structure(s) in accordance with
the facility Certified Animal Waste Management Plan. (Permit AWS090000, Section V 2.)
On 11/22/2006 a waste structure liquid level was documented at 17 inches of freeboard at lagoon 1. A level of 19
inches is the maximum level allowed by your permit. Subsequent to the reported high freeboard the Division of
Water Quality requested record documentation to assess the overall management of the waste system.
Correct application of Plant Available Nitrogen (PAN) is a major component of your nutrient management plan.
According to a review of your -records, only about 21 % of your PAN was applied during 2006-2007 complete crop
cycle. Inadequate management of the nutrient management plan contributed to high lagoon levels, compounded by
high rainfalls.
Required Corrective Action for Violation 1:
At this time, the incident is closed. The Division strongly recommends that you review your facilities and procedures
with the goal of eliminating future high freeboards, which could lead to mandatory review of your Waste Utilization
Plan by a Technical Specialist, Notices of Violation or civil penalties in the future if freeboard noncompliance
remains an issue.
If you are not aware, you now may pump up to eight (8) inches below the "Stop Pump" mark between June 15 and
October 31 provided that the criteria in NRCS Standard for Waste Treatment Lagoon No. 359 are met.
Pai
Carolina
�urd!!y
North Carolina Division of Water Quality/Aquifer Protection Section 225 Green St./ Suite 714 Fayetteville, NC 28301 Phone [phone]
FAX [phone] Internet: h2o.enr.state.nc.us Customer Service 1-977-623-6748
An Equal Opportunity/Affirmative Action Employer — 50°% Recycled/10% Post Consumer Paper

. ..
William Odom, Jr.
July 11, 2007
Page 2
Please be advised that this notice does not prevent the Division of Water Quality from taking enforcement actions
for this violation or any past or future violation. Furthermore, the Division of Water Quality has the authority to levy
a civil penalty of not more than $25,000.00 per day per violation.
If you have any questions concerning this matter, please do not hesitate to contact either Joan Schneier,
Environmental Specialist, or myself at (9 10) 433-3300.
Sincerely,
Stepftp A. Barn ardt
RegionaTAeM4ef Protection Supervisor
SB/tab
cc: APS Central Files
FRO APS Files
Anthony Dial -SWC, FRO
Murphy Family Farms

NCDENR ,:.
JAMES B. I" WNTJR L -
i GOVERNOR
u_= M•�•h '. is
�t
r - WAYNE MCDEVI4T,.', j.j ,g
SECRETARY
fir' ,l�' ';'� �•� .
�-. - J.' � � .. Y� �• h.t� ,moi
J ,
f
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
FAYETTEVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
May S, 1998
MA -11441- 1 i '
1-
Mr. William Odum, Jr.
3144 Jack Richardson Road
Elizabethtown, NC 28337
SUBJECT: NOTICE OF DEFICIENCY
Odum Nursery Swine Farm
Registration No. 09-201
Bladen County
Dear Mr. Odum:
On April 23, 1998, staff from the Fayetteville Regional Office of the
Division of Water Quality inspected the Odum swine nursery facility. It was
observed during.the annual inspection of the facility that a suitable cover
grass needs to be established on the inside slopes of lagoon dikes down to
the pump on level, that the bermuda grass was poor to non-existent in the
pastures and that the pump records were incomplete and the operator in
charge was different from the registered person for the farm.
The Division requests that the following items be addressed at the
facility:
1. Establish a suitable cover grass on the inside slopes of the lagoon dikes
and bare spots. Consult with a technical specialist for assistance.
2. Establish the required crops in the specified fields as outlined in the
certified animal waste management plan (CAWMP).
3. The pump records indicate that the operator in charge (Darrell Coble)
is not the registered operator for the facility. Consult with a technical
specialist for the appropriate forms for changing the operator in charge
designation and for the third party form for a contract pumper. -
225 GREEN STREET, SUITE 714• FAYETTEVILLE, NORTH CAROLINA 28301-5043
PHONE SIO -466-1 541 FAX O10-486-0707
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

Mr. Odum
Page 2
May 5, 1998
4. Consult with a technical specialist concerning maintaining waste application records in
accordance with the CAWMP by fields or pulls and by crops.
Please submit a written response on or before June 4, 1998 as to the actions taken or
proposed to be taken to resolve this deficiency. 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. If you have any -questions concerning this matter, please call Bob Heath
at [phone].
Sincerely,
Robert F. Heath
Environmental Specialist
cc: Operations Branch
Central Files
Audrey Oxendine - FRO DSW
Sam Warren - Bladen Co. NRCS
Kraig Westerbeck - Murphy Farms
1

R'
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
CERT11FIED MAIL
RETURN RECEIPT REQUESTED
Gooden, Nicholas
Nick Gooden Nursery
P.O. Box 579
Elizabethtown, NC 28337
Dear Permittee,
Division of Water Quality
Coleen H. Sullins
Director
September 22, 2010
Dee Freeman
Secretary
RECEIVED
SEP 232010
DENR4,g"LLEREGIONAL OFRGE
Subject: Notice of Violation
Nick Gooden Nursery
Permit Number AWS090201
Bladen County
As of this date, our records indicate that the above -referenced permit issued to your facility has
overdue fees. It is both a condition of your permit and required by Rule 15A NCAC 2T .0105(e) (2) to
pay the annual administering and compliance fee within thirty (30) days of being billed by this Division.
The following invoices are outstanding:
Invoice Number
Invoice Date
Due DateOutstandin
Fee $
2009PROOO 100
1/10/2009
2/9/2009
60.00
Please be reminded that the table above covers the period between Years 2006 and 2009. Please
also include payments for invoices that you received in 2010 and any other year for which the anuual
fees are still due.
Failure to pay the fee accordingly may result in the Division initiating enforcement actions, to
include the assessment of civil penalties. Failure to comply with conditions in a permit may result in a
recommendation of enforcement action, to the Director of the Division of Water Quality who may issue a
civil penalty assessment of not more that twenty-five thousand ($25,000) dollars against any "person"
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit under
authority of G.S. 143-215.6A. Therefore, it is imperative that you submit the appropriate fee as requested
within thirty (30) days of this Notice of Violation.
Please remit the payment, made payable to the North Carolina Department of Environment and
Natural Resources (NCDENR), in the above amount. Please include Permit Number on your check and
mail this payment to:
Division of Water Quality — Budget Office
Attn: Fran McPherson
1617 Mail Service Center
Raleigh, NC 27699-1617
Phone: [phone]
1636 Mail Senrioe Center, Ralei h, North Cantina 27699-1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: 919-715-M I Customer Service: 1-877-623-6748
Internet: www.newaterqualk.org
An Equal Opportunity 1 Affinnahve Action Employer
Nne
orthCarolina
Naturally

If you have any questions concerning this Notice, please contact J. R. Joshi at [phone] or
at [e-mail].
Sincerely
Keith Larick, Supervisor
Animal Feeding Operation Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
APS Central File (Permit No AWS090201)
�1

4
HC'fHR
North Carolina Department of Environment and Natural Res_ ourc ss
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Freeman
uovernar Director J r� , ecretary
June 28, 2010 ?
CERTIFIED MAIL t
RETURN RECEIPT REQUESTED
Cir
Gooden, Nicholas \�
Nick Gooden Nursery ",
3144 Jack Richardson Rd
Elizabethtown, NC 28337
Subject: Notice of Violation
Nick Gooden Nursery
Permit Number AWS090201
Bladen County
Dear Permittee,
As of this date, our records indicate that the above -referenced permit issued to your facility has
overdue fees. It is both a condition of your permit and required by Rule 15A NCAC 2T .0105(e) (2) to
pay the annual administering and compliance fee within thirty (30) days of being billed by this Division.
The following invoices are outstanding:
Invoice Number
Invoice Date
Due Date
Outstanding Fee (S)
2009PR000100
1/10/2009
2/9/2009
60.00
Please be reminded that the table above covers the period between fears 2006 and 2009. Please
also include payments for invoices that you received in 2010 and any other year for which the anuual
fees are still due.
Failure to pay the fee accordingly may result in the Division initiating enforcement actions, to
include the assessment of civil penalties. Failure to comply with conditions in a permit may result in a
recommendation of enforcement action. to the Director of the Division of Water Quality who may issue a
civil penalty assessment of not more that twenty-five thousand (525,000) dollars against any "person"
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit under
authority of G.S. 143-215.6A. Therefore, it is imperative that you submit the appropriate fee as requested
within thirty (30) days of this Notice of Violation.
Please remit the payment, made payable to the North Carolina Department of Environment and
Natural Resources (NCDENR), in the above amount. Please include Permit Number on your check and
mail this payment to:
Division of Water QualiO, — Budget Office
Attn: Fran McPherson
1617 Mail Service Center
Raleigh, NC 27699-1617
1636 Mail Service Center, Raleign, North Carolina 27699-1536
Locauon: 2726 Capital 131k. Raieig.^.. Norm Carolina 27604
pnone: 91, 9_733-3221 1-Ak:: 919-71s-0566 Customer Service: i-5=7-623-6746
Internet; www.ncwaterq.uainv.ory
An Euual Oanortunny i :,fiirraauve 4%uari Ernwove'
No rthCarolina
Natarallff

If you have any questions concerning this Notice, please contact J. R. Joshi at [phone] or
at [e-mail].
Sincerely, Q
Keith iarick, Supervisor
Animal Feeding Operation Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
APS Central File (Pennit No AWS090201) .

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Gcrieral Detail
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GENERAL NOTES:
1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH-
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM,
2. ANY HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROy,
PAD AND LAGOON AREAS PRIOR TO PLACING FILL, ROOTS IN EXCESS'
OF 2 INCHES IN DIAMETER WILL NOT BE ALLOWED IN FILL SECTIONS.
ANY STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST 'F3E
REMOVED.
3. THE SOILS INVESTIGATION DONE BY MURPHY FARMS INDICATES
SUITABLE MATERIAL FOR USE AS A LINER IN THE PROPOSED LAGOON
AREA BETWEEN 1.5 AND 6.5 FT. BELOW EXISTING GRADE. THE BOTTOM
AND SIDE SLOPES SHALL BE UNDERCUT FOR A 1.5` THICK LINER. ANY
SUITABLE MATERIAL EXCAVATED SHALL BE. STOCKPILED AND USED FOR
THE LINER. THE LINER MATERIAL. SHALL BE COMPACTED TO 95% OF
THE STANDARD PROCTOR MAXIMUM DRY DENSITY. SUITABLE LINER
MATERIAL '+AMEN KNEEDED/ROLLED WILL RIBBON OUT A MINIMUM OF
ONE INCH BETWEEN THE THUMB AND INDEX FINGER, THE MURPHY
FARMS ENGINEERING DEPT. MUST APPROVE LINER MATERIAL PRIOR
TO PLACEMENT. SEE LINER DETAIL ON SHEET 2.
4. THE LAGOON IS BEING PLACED IN A AREA WITH THE WATER TABLE
BEING WITHIN AREA OF EXCAVATION. IT IS IMPERATIVE THAT THE
CONTRACTOR INSTALL DRAINAGE MEASURES AT THE START OF THE
PROJECT AND MAINTAIN IT UNTIL ALL GRADING IS COMPLETED.
5. THE GROWER IS STRONGLY ADVISEO TO CHARGE THE LAGOON WITH WATFH
TO THE LEVEL OF EXISTING GRADE OUTSIDE THE LAGOON AS SOON AS
THE LINER IS COMPLETE. THIS IS IMPORTANT TO GUARD AGAINST
SLOUGHING OF THE LINER MATERIAL,
6. ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKE
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DPY
DENSITY. IT IS RECOMMENDED THAT COMPACTION BE DONE WITH A
SHEEPSFOOT ROLLER,
7. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG.
SLAB SUBGRADE. SEE PAD CROSS SECTIONS FOR GRADE REFERENCE
POINT.
8. BUILDING PAD AND LAGOON DIKE SIDE SLOPES ARE 3:1 UNLESS
OTHERWISE NOTED ON PLAN,
9. THE LAGOON DIKE AND SIDE SLOPES MUST BE FERTILIZED, SEEDED AND
MULCHED DOWN TO THE LAGOON BOTTOM, OR TO THE WATER LEVEL IF
CHARGED, BEFORE THE LAGOON CONSTRUCTION CAN BE CERTIFIED.
10. THE CONCRETE BLOCK SPLASH PADS OR OTHER APPROVED SCOUR
PROTECTION DEVICES SHALL BE INSTALLED AT THE DISCHARGE PIPES
BEFORE LAGOON CONSTRUCTION CAN BE CERTIFIED.
11. ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST BE A MINIMUM OF
100` FROM THE CLOSEST POINT OF THE LAGOON.
12. THE STAFF GAUGE SHALL BE FABRICATED AS SHOWN ON SHEET 2 OF 2
AND WILL BE INSTALLED BY MURPHY FARMS PERSONNEL BEFORE LAGOOI+
CONSTRUCTION IS CERTIFIED,
5EEDI N G_'Q _
1. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS
INCLUDES INSIDE SLOPES OF THE LAGOON.
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 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:
2000 LBS OF 10-10--10 FERTILIZER (1000 LBS/ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
STRAW1
200 BALES OF SMALL GRAIN STRAW BALES/ACRE)
SEEDING SCHEDULE:
winter
120 LBS DF FESCUE (60 LBS/ACRE) -- SEPT 1 TO NOV 30
80 LBS OF RYE GRASS (40 LBS/ACRE) - DEC 1 TO MAR 30
60 LBS OF RYE GRAIN (30 LBS/ACRE) nurse crop for fescue
20 LEIS OF UNHULLED COMMON BERMUDA GRASS (10 LBS/.ACRE)
summer - JAN 1 TO MAR 30
120 LBS OF PENSACOLA. BAHIA GRASS (60 LBS/ACRD-MAR 15 TO ,JUNE 15
16 LBS OF HULLED COMMON BERMUDA GRASS (8 LBS/ACRE)-APR 1 - JULY 31
TOTAL AREA TO BE SEEDED AND MULCHED = 2.0 ACRES (APPROX)
EARTHWORK CALCULATION DATA
h1ETHi)D USED'. 5' CFSI%
T L)TAL EXCAVATION 3,3 7 3 CY EXCAVATED CLAY
PAP AN[) DIKE FILL
�,5,34848 CYFtEQ'L'! FOR LINERFR
0w 1,x'75 CY
* FILL VOLUMES HAVE BEEN ADJUSTED BY 20% AND CLAY
VOLUMES BY 15% FOR SHRINKAGE DUE TO COMPACTION,
** TOTAL EXCAVATION VOLUME INCL'UDF'� UNDERCUT FOR
CLAY LINER
A+ C
SUI TABLE FOR LIN
'B OR R
*
x-,15 � .�. CLAY BORROW
Ito W-1 jW
ai
�Wbm �miur M 81
0 CY
978 CY •
978 CY
FARMSINC.
y P 0- ROX 759 RC3`�E HILL,
�NA 26,158PHONE
4�f
)TRUCK
�
N AROUND
AREA
i
FEED PAD Cdr +
ELEV. = 102.00
LOADOUT
CHUTE
Pl FF'
ALL SURVEY WORK COLLECTING LOCATION & ELEVATION DATA
DONE BY, MURPHY FAMILY FARMS ENGINEERING DEPT.
5
--- - 4
<3 +
LOW END OF PAI
SUBGRADE EL. =, 103.50
CONTROL PNT# � 1
REBAR
N 5415.7830
E 5189.7146
ELEV. - 98.99
p� QST CONME -PULL L P 4JG OX
TOP ELEVATION - 105.42
BOTTOM ELEVATION = 102.75
INV -RT RT OF' DISCHARGE PIPE = 101.58
HIGH END
OF PAD .___
?rt.
1 f
4LC' T H (TYP )
SUBGRADE
EL. w 103.95
�
(SI L SHEET 2 OF 2 FOR
ti
-- -- T - -
MR IMUM ROAD STANDARDS)
F,�
"
4 a 103.54 i:"
103
�
GRADE SWALE TO
, ✓
"°'
7�U
PROVIDE POSITIVE
,af„
DRAINAGE AWAY
50' OFFSET FOR
FROM SITE
5TAKEOU T ' rYP}
GRADE SWALE TO
7Si.F 8' PVC
DRAINAGE AWAY
DISCHARGE PIPE�
FROM SI TF
oO.WXSL
Z
. � .. �"" �" -�
_ 1--.... -'
,.
(
BENCHMARK (ASSUMED)
CONTROL PNT#
31
i
p
REBAR
O --�- N - 5225.3445
CONTROL PNT# f,
LAGOON ELEVATION DATA
TOP OF DIKE EL = 1(73.00-
START PUMP EL = 101.2-0
STOP PUMP EL = 99.50
FrINISHFD BOTTOM F L = 93 50
E = 4847.8522 r,
ELEV. = 98.65 Fr
12' TOP OF -r --
DIKE 'MDTH `
14 MINIMUM ROAD
ELEV. = 98.85
Odurn Nursery
1 -x'600
NurS-fery
C-1
r
?rt.
tri
4LC' T H (TYP )
�1
� :
�
�
(SI L SHEET 2 OF 2 FOR
LAGOON RAISED AND RESHAPED 7
-- -- T - -
MR IMUM ROAD STANDARDS)
+■rr�
103
�
50' OFFSET FOR
5TAKEOU T ' rYP}
GRADE SWALE TO
PROVIDE POSITIVE
DRAINAGE AWAY
FROM SI TF
100' PROPERTY EINE SETBACK _
. � .. �"" �" -�
_ 1--.... -'
,.
(
BENCHMARK (ASSUMED)
R.R. SPIKE � 2' PINE
n
ELEV. 100100-00Q
CONTROL PNT# f,
REBAR
r
k
N - 5CI1 a.24,33 --= Q
E 5196.4998
I
ELEV_ = 98.00
{"+
r
CONTROL PNT# 4
CONTROL PNT f 44
ROAD LOCATION 10 BE
�
EXIST. IRON PIPE
REBAR
DETERMINED BY GROWER
�---- N = 4964.4494
N = 4958.26939---�-'0
--�---
E _- 5341..4754
E = 4757-1802"' `PROPERTY
LINE
ELEV. = 99.09,
ELEV. = 98.85
Odurn Nursery
1 -x'600
NurS-fery
C-1
�_
0
z
U
I=
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z
0
��j
EXISTING WOODSLINE
PROPOSED WOODSLINE
EXiS T INS CONTOUR
FINISHED CON r0UR
B" PVC DISCHARGE PIF
MINIMUM BUILDING / L
SETBACK LINE
SWALE. / DIVERSION
4' X. 8' CONC. BLOCK
SPLASH PAD
STAFF GAUGE
SOIL TEST PIT
PAD, LAGOON, OFFSET
STAKEOUT POINTS
SPOT ELEVATION
OWNER.
WILLIAM ODUM, Jr.
r3144 JACK ISI CH ARDSON RI
�ELIZABETHTOWN, NC 2833-/
L ��
GRAPHIC SCALE
( IN FEET )
I t[ich =4() ft
4
r
?rt.
tri
Ce"_
2/20 97
ELEVATION OF PAD RAISED 0.85 FE T JNT
2/20/97
LAGOON RAISED AND RESHAPED 7
+■rr�
�_
0
z
U
I=
LL!
z
0
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EXISTING WOODSLINE
PROPOSED WOODSLINE
EXiS T INS CONTOUR
FINISHED CON r0UR
B" PVC DISCHARGE PIF
MINIMUM BUILDING / L
SETBACK LINE
SWALE. / DIVERSION
4' X. 8' CONC. BLOCK
SPLASH PAD
STAFF GAUGE
SOIL TEST PIT
PAD, LAGOON, OFFSET
STAKEOUT POINTS
SPOT ELEVATION
OWNER.
WILLIAM ODUM, Jr.
r3144 JACK ISI CH ARDSON RI
�ELIZABETHTOWN, NC 2833-/
L ��
GRAPHIC SCALE
( IN FEET )
I t[ich =4() ft
4

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180 4L, � Pa(-, TH
TOP X DO, I
SF) IOP PVC CAP AT
rrxl OF DDE ELEVATICiN
7
ME
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140; 14 Nk E I'l It, 44
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it
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.'GlMIN
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I RIMMED Tr) 11
MIN WOWS
BUILDING PAD SECTION (LENGTH)
FJ 6,l: �,TAfl` AV,11F.
ni K I I I,(" rr A WI, 1, i-I
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STAFF GAUGE
N.T.S.
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REQUIRED
FARM ROAD
N.T.S.
,f
4
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GENERAL NOM
1, ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH --
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
2. ANY HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND LAGOON AREA',; PRIOR TO PLACING FILL. ROOTS IN EXCESS
OF 2 INCHES IN DIAMETER WILL NOT' BE ALLOWED IN FILL SECTIONS.
ANY STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST i -31E
REMO\/FD.
3, THE SOILS INVESTIGATION DONE BY MURPHY FARMS INDICATES
SUITABLE MATERIAL FOR USE AS A LINER IN THE PROPOSED LAGOON
AREA BETWEEN 1.5 AND 6.5 FT BELOW EXISTING GRADE. THE BOTTOM
AND SIDE SLOPES SHALL BE UNDERCUT FOR A 1.5' THICK LINER. ANY
SUITABLE MATERIAL EXCAVATED SHALL BE STOCKPILED AND USED FOR
THE LINER. THE LINER MATERIAL SHALL V-kE COMPACTED TO 95% OF
THE STANDARD PROCTOR MAXIMUM DRY DENSITY. SUITABLE LINER
MATERIAL WHEN KNEEDED/ROLLED WILT. RIBBON OUT A MINIMUM OF
ONE INCH BETWEEN THE THUMB AND INDEX FINGER, THE MURPHY
FARMS ENGINEERING DEl"l. MUST APPROVE LINER MATERIAL PRIOR
TO PLACEMENT. SEE UNER DETAIL ON SHEET 2
4. THE LAGOON IS BEING PLACED IN A AREA WITH THE WATER TABLE
BEING WITHIN AREA OF EXCAVATION. IT IS IMPERATI'vT-- THAT THE
CONTRACTOR INSTALL DRAINAGE MEASURES AT THE START OF THE
PROJECT AND MAINTAIN IT UNTIL_ ALL GRADING IS COMPLETED.
5. THE GROWER IS STRONGLY ADVISED TO CHARGE THE LAGOON WITH WATER'
TO THE LEVEL OF EXISTING GRADE OUTSIDE THE LAGOON AS SOON AS
THE LINER IS COMPLETE. THiS IS IMPORTANT TO GUARD AGAINST
SLOUGHING OF THE LINER MATERIAL
6. ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKE
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM D"�Y
DENSITY. IT IS RECOMMENDED THAT COMPACTION BE DONE NTH A
SHEEPSFOOT ROLLER,
7 BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG.
SLAB SUBGRADE, SEE PAD CROSS SECTIONS FOR GRADE REFERENCE
POINT.
8. BUILDING PAD AND LAGOON DIKE SIDE SLOPES ARE 3.1 UNLESS
OTHERWISE NOTED ON PLAN.
9. THE LAGOON DIKE AND SIDE SLOPES MUST BE FERTILIZED, SEEDED AND
MULCHED DOWN TO THE LAGOON BOTTOM, OR TO THE WATER LEVEL IF
CHARGED, BEFORE THE LAGOON CONSTRUCTION CAN BE CERTIFIED.
10, THE CONCRETE BLOCK SPLASH PADS OR OTHER APPROVED SCOUR
PROTECTION DEVICES SHALL BE INSTALLED AT THE DISCHARGE PIPES
BEFORE LAGOON CONSTRUCTION CAN BE CER'nFiED
11. ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST BE A MINIMUM Of
100' FROM THE CLOSEST POINT OF TIME LAGOON_
12. THE STAFF GAUGE SHALL BE FABRICATED AS SHOWN ON SHEET 2 OF 2
AND WILL BE INSTALLED BY MURPHY FARMS PERSONNEL BEFORE LAGOON
CONSTRUCTION IS CERTIFIED.
SEEDING NQTEa:
1. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED, THIS
INCLUDES INSIDE SLOPES OF THE LAGOON.
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 SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A
CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH
A MULCH ANCHORING TOOL OR NET -TING.
SOIL AMENDMENTS;
2000 LBS OF 10-10-10 FERTILIZER (1000 LBS/ACRE)
4 TONS OF DOLOMITIC LIME (2 TONSACRE)
200 BALES OF SMALL GRAIN STRAW X00 BALES/ACRE)
SEEDING SCHEDULE:
winter
120 LBS OF FESCUE (60 LBS/ACRE) - SEPT 1 TO NOV 30
80 LBS OF RYE GRASS (40 LBS/ACRE) DEC 1 TO MAR 30
60 LBS OF RYE GRAIN (30 LBS/ACRE) nurse crop for fescue
20 LBS OF UNHULLED COMMON BERMUDA GRASS (10 LBS/ACRE)
summer - JAN 1 TO MAR 30
120 LBS OF PENSACOLA BAHIA GRASS (60 LBS/ACRE)-MAR 15 TO JUNE 15
16 LBS OF HULLED COMMON BERMUDA GRASS (8 LBS/ACRE)--APR 1 -- JULY :l
TOTAL AREA TO BE SEEDED AND MULCHED = 2.0 ACRES (APPROX)
EARTHWORK -(--l'ALQljLATl0N DATA
METHOD USED: 5' GRID
TOTAL EXCAVATION 3,373 11-1 Y * EXCAVATED CLAY 0 CY
PAD AND DIKE FILL 5-548 CY * REQ D FOR uNER 9 -j 8
j 7 17) y CLAY BORRIOW
4E LiNER Y
SUI TABU FOR
BORROW `!,971" C'�
--It i. VOLUMES HAVE BEEN ADJUSTED By 20% AND CLAY
,JOLUMES BY 15 % FOR SHRINKAGE DUE TO COMPACTION.
TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT FOR
CLAY LINER
L I WE
livilld 0 Nowlill
FA M INC. I
P- 0. BOX 759 ROSE HILL,
PHONE - ('910) 289 -- 12 111 NORTH CAROLINA 2P458
LAGQDH ELEVATION UAI
TOP OF DIKE EL 101U()
START PUMP EL 101.20
STOP PUMP EL = 99.50
FINISHED BOTTOM FI-- = 9,3.50
RN TR CK
U
RN AROUND
FEED PAD A.
HIGH END OF PAD -/ i
SUBGRADE EL. = 103.195
GRADE SWALE TO
PROVIDE POSITIVE
DRAINAGE AWAY
FROM SITE
CONTROL PNT# 31
REBAR
484.7 6522
ELEV, = 98..155
12' TOP OF
DIKE WIDTH
ALL SURVEY WORK COLLECTING! LOCATION & ELEVATION DATA
DONE BY, MURPHY FAMILY FRMS ENGINEERING DEP-T.
U.5---
100
50OFFSET FOR
tp
STAKEou r (TYP) PMi
GRADE SWALE, TO
PROVIDE POSITIVE
DRAINAGE AWAY
FROM SITE
......
pROPERTY UNE SETBACK ....
. .................. - --------
CONTROL PNT# 5
REBAR
N 5014.2433
E 5196.4998
ELEV. = 98.00
CONTROL PNT# 44 ROAD LOCATION TO HE Al
REBAIR DETERMINED BY GROWER "
N 4,958.2699 0
E 4757 1802i.
PROPERTY UNF-
ELEV. =- 98.85
Odum Nursery
1 2.0,600 Nursery
LOW END OF PAL;
SUBGRADE EL. --- 103.50
I
CONTROL PNT# 17
REBAR
N = 5415.7830
E 5189.7146
ELEV, = 98.99
14', MINIMUM ROAD
Wf"ITH (TYP)
(SET SHEET 2 OF 2 FOR
wjIMUM ROAD STANDARDS)
BENCHMARK (ASSUMED)
R.R. SPIKE IN 2' PINE
ELEV. = 100.00
CONTROL PNT# 4
EXIST IRON PIPE
--N 4964,4494
1: 5.34 7.4754
ELEV. -= 99,09
f7l
a'4T
2/20/97.
ELEVATION OF PAD RAISED 0.85 Fiv'rJ (JNT�
2/20/97
LAGOON RAISED AND RESHAPED JN T)
EXISTING CONTOUR
L
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z
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I-
LL -I
OWNER:
WILLIAM ODUM, Jr.
3144 JACK RICHARDSON RD
ELIZABETHTOWN, NC 28337 1
GRAPIiIC SCAI.,E
( IN FEET )
I ine b = 40 ft
LEGEND
EXISTING WOODSLINE
lit T I C)F r
PROPOSED WOODSLINE
EXISTING CONTOUR
8" PVC DISCHARGE PIPES
MINIMUM BUILDING / LA(30k."N
SETBACK LINE
SWALE / DIVERSION
4' X 8' CONC. BLOCK
SPLASH PAD
STAFF GAUGE
SOIL TEST PIT
Pl, Ll, 01,
PAD, LAGOON, OFFSET
STAKEOUT POINTS
10
X--�-Ck-00
SPOT ELEVATION
OWNER:
WILLIAM ODUM, Jr.
3144 JACK RICHARDSON RD
ELIZABETHTOWN, NC 28337 1
GRAPIiIC SCAI.,E
( IN FEET )
I ine b = 40 ft
1,50
Ir
lit T I C)F r
`-(,'A[-E. 1 4("1
1,50
Ir