310035_application drawings_20191223

M&M-WATERS FARM BIOGAS SYSTEM
SAMPSON AND DUPLIN COUNTY, NORTH CAROLINA
OWNER
MURPHY FARNS, INC.
885 BONHAM RD.
MAGNOLIA, NC 28453
CIVIL ENGINEER
CAVANAUGH & ASSOCIATES, P.A.
1213 CULBRETH DR.
WILMINGTON, NORTH CAROLINA 28405
1-877-557-8923
ELECTRICAL ENGINEER
DAVID SIMS & ASSOCIATES, P.C.
108 GILES AVENUE, SUITE 100
WILMINGTON, NORTH CAROLINA 28403
[phone] / [phone] (FAX)
FINAL DESIGN
NOT RELEASED FOR

C.1.1 -
COVER & SHEET INDEX
C.2.18.1 -
M&M-WATERS FARM OVERALL SITE PLAN
C.2.18.2 -
M&M-WATERS FARM SETBACKS
C.3.1 -
HYDRAULIC PROFILE
C.3.2 -
INFLUENT & EFFLUENT PUMP STATION
DETAILS
C.3.3 -
MIXING PUMP STATION DETAIL
C.3.4 -
DIGESTER DETAILS
C.3.5 -
EROSION CONTROL DETAILS
C.3.6 -
MISCELLANEOUS DETAILS 1
C.3.7 -
MISCELLANEOUS DETAILS 2
EXISTING
LEGEND
PROPOSED
— - - —
PROPERTY LINE
LIMITS OF DISTURBANCE
LOD
SEDIMENT FENCE
SF
----2s----
MAJOR CONTOURS
----zs----
MINOR CONTOURS
ze
`a. ----
FORCEMAIN
— FM
INFLUENT FORCEMAIN
IFM
EFFLUENT FORCEMAIN
EFM —
TRANSFER FORCEMAIN
— TFM —
r.r
PLUG VALVE
IN
SOLENOID VALVE
REDUCER
AIR RELEASE VALVE
eV
®°
CLEANOUT
©
MANHOLE
O
gm
GRAVITY MAIN
— GM
-
STORM PIPE
DITCH
—
ae
OVERHEAD ELECTRICAL
ue
UNDERGROUND ELECTRICAL
Q�
UTILITY POLE
E
TELEPHONE PEDESTAL
ulel
UNDERGROUND TELEPHONE
f❑o
FIBER OPTIC PEDESTAL
fo
FIBER OPTIC
x —x
FENCE
—x—•—
iv
TREE UNE
- -
WETLANDS
— VET
APPROXIMATED WETLANDS
JACK AND BORE
BORE PIT
EZZ
O
EXISTING IRON PIPE
TEMPORARY ROCK CHECK DAM
gas
GAS
GAS
MONITORING WELL
SHRUBlm�
9
1
TREE
TI
�x
LIGHT
—
ROAD CENTERLINE
—
EDGE OF PAVEMENT
CHECK VALVE
N
BIOGAS
B
®
WELL
SAMPSON COUNTY
NORTH CAROLINA
DEC 232019
TURKEY, NC "_
CLINTON, NC
J - SMITHFIELD
. -
OFFICE _
AC.
^`
- BIOGAS -
",.- WARSAW, NC_--
_
" - PIPELINE
. '• ALIGNMENT
` w ice-
4 a 40. "- "- CARROOLLLLS RD._
MAGNOLIA, NC
3v
/ M&M-WATERS FARM
STORE
RE RD. _
4 OG -
K. BRYAN RD.
m
(SR 1944)
TRINITY CHURCH RD.
-� - --- - -.J
ROSE
y(SR 1118)
i
(HILL `NC
VICINITY MAP
SCALE: NOT TO SCALE
BEFORE YOU DIGI
NC ONE CALL
(TOLL FREE)
•

,.•"" ~
IT'S THE LAWI
CAVAN AU G H
Stewardship through innovation
DATE: DECEMBER 23, 2019 SHEET C.1.1 PROJECT NO. BE.19.006

Table L- Identification List
1�\\\ \,1
EXISTING PUMP STATION- I/�!i•�q6`- ) 1 1 \�\\ \ \
J^\ /� ^~♦ \ f ✓ 1 ♦ (INSTALL TWO ROWS OF /JS /, t ! /' ti� f i 1 \•� ��\, \
8"x8'x16" CONCRETED! `r
♦ \ \ C i \ } BLOCKS TO RIM ELEV. 0.5'7J1 rfiJl� -) \ \ \\ \\\\
i 55. / ! / / r _ •! I Jfrl!flli i
- ( i j , '' \�♦♦`\ \ � I) / MIN. ABOVE BARN FFE)! rJ, .-11$"-'- t,7 t / ! l ''/ �.�_��'"•."r-!"p/ \t \1 - \ I �J �J. `♦\` \ \\ I O / l INTERCEPT EXISTING J / 1• m �^ ��11\{y' + 1 1 .,� ti\{i-�!'� 7-_r� Z�\�
1 f \ ♦ \ t I FQRCEMAIN WITH NEW f r . \\`\ \ \ 1 ` \ \ 1•`\= Sim\ _
FORCEMAIN TO PROPOSED"
'I. f ♦ `` \ ( ANAEROBIC DIGESTER \- i- u' w \x.
ABANDON DOWNSTREAM ^�._ i a o 4 �.\ \♦ `• \ _- - \\ - i 7
EXISTING PIPE
-_._.. !r !aJ(t 1 \i i \\ 'i! i�/, 1 `\^J, /���=\-a���♦♦�`�y/,-. �:_'�.\\llilrii//igl;ll
�\� ;� t I i 1 \ .; \ + J f t !1 131_ J � ♦� --\ \\ _ `�y 1',+„\\1��\\�\\�II`�
'- r L-1 �y�, \ ! \ \ \ \\ 1 \ \ \ y y } ♦ ,, ! J ne -- r"r -�- EXISTING LAGOON 'M&M/RIVENBARK' /
z \ !!✓ I , , \ \ \ \ _ \l\ ! ' /' y-;' \ TOP OF DIKE 138.00'
FREEBOARD 137.00'
\ \ wr EXISTING 6"•\ l ` /' 111\
FORCEMAIN \\\\ 1 / � ' 1 i11 !".1(;�, \ j �
-- ('j
J + J \ � \ \ ` ♦ / ! - - . TPS-3C .111, r" _ (r f J, r />,1 r ,L
_, ✓� /rJ t ° \ \ \ \ ii f l- r` �, t INV •17: �1 -.� ! . !r � J yi
--� , \ \ \ \ I ! J � - ,•.'Fir { .� �-� _ ')!!/yyy / '
r /: / J J \1 d \\♦-\ ♦ � ,�_'� �- i� Ili,/ / II .1 \t.-`_! .-r�-�- '����
APPROX. WE LINE, TO
"BE FIELD VERIFIED PRIORt
CONSTRUCTION �� 'y\`. �' )I"\ r%/fJiI'
L 1-.
1i
I.
\
I
Tabla2C Influent Pump Station (Existing)
■'
Finished Glade:
128.00,ft
1�1
Rim:
133.EBift
Invertln: 4fxlsdn
k
C
ass Invert Out:
N/A
ft
0
Bottom of Wet Well:
Txistin
ft I
I
'
Depth of Wet Well:
Ej5j.j
I ft
Q
D.Qn How:
300
gpm
Selected Pump Role-
3
gpm
imel Dynamic Head(TDH):
.6i
ft
•�
Pump Horse.�vwer.
20 hp
,�
Pum Speed (RPMf:
1,760 RPM
Electrical Supphr
120V
ZI
Electrical Faq uen
60 It.
�� "-•
Phase:
lm
J-
tm tler Diameter.
8in.
MvlvtT e:
TEFC
SAectad Pump:
GEA
-1
/)
0-
4-Higia
.............•�••
Pump Model:
PressuR_
Len ih
Existing
Ca
Table 6: Transfer pump Station i / o 4i1t e t i \•
a, Design Hour: Epn' 1 >/ i ! f 11 vcl \\ �♦`.1 l \- r��/r��_' 4
Selected Pump Rate: gum J j 1151' OF 4" HDPE DR
Total Dynamic Head (MR):
r~y ( 17) BIOGAS PIPE 1\ ,J ! //t I ; s(.•�y-� ��\ t
Pump Horsepower. 10hR i :/ j 17 t ,� {IPS-SC1/t
ed{RPM: 1.76ORPM \ \\ _ BIOGAS PIPELINE TO CROSS I, FM''� ) I:/f
OVER EXISTING CULVERT, `
\ ` Elettdal Su I : IZO V . e\ ' t ! TR FM 11 !'t
\ V RR y 1 I - CONOVER EX SHALL INSTALL .� l , 17 1
\ 7 t Electrical Fre uen . 60 ha 1 � 1 PIPEJNE OUTSIDE OF TRAVEL` FM I J �f•i
I / Phase: 2m `e,\ j ! LAN: AT CULVERT CROSSING! /fit �: \/ `r-� \\' \ 'IIJ' 1/'' f I Table 3: Mixing Pur
! I j-Impetierdanterer: 19.5 in. *J \ 1 ' \ t x / I) \�1 \1, ♦ �JJ•" - I Finished
h 6" TO 8" IFM TRANSIT10N1-• I� ,r 7 t /, / { Rim:
t r7 i' m ! z _ JJ1: j t1" ( ; \ ` ! i� !/^ Mot-T - -..TEFL , 1 + iIi .� 1(\ `\ { } !/)i,� i
1 { J 1!J/ / ,I t! I \ •' \\ f 11 r Selerxed Pump:•GFA ! \\ ! I ! IPS-5E t \.. J', I) Invert In.
Pump Model: 3' Pantoon HP \ I I i S) FM `T�i. '! I \ 1 1 �; r' % / B_5 I ) Bottom otwe, Wel
I'- i ♦ i t + J� �•\ \\•��� i1 IPS-6 a�1 \_. i , \- �,'' i DeplhM Wee Well:
i / FLARE
i 1 1 \ / ri \ . \♦ ,,.'♦ - r / • / /j% y t _ - 1 \ 1 ! I f J \ \1 INV > ` _ _ ( - ` Des' low
' '�-•- =, _ - %1 1 J r \ I • -. _ - Seleced PumpRabi
1 7 li \ /!f \♦ JJJ I ( I i
!fl t 1 t t 7 1 / / /. ''i . -"/ _t "''� -- _ ' •/! it /� J ( ( i +, / CONNECT TO BIOGAS PIPEJNE AL-ESSANT`� _ _ r' B_2 V { �` / - , Tmal pyni<rdcliead
�' f .'/�� WITH FITTINGS AS NECESSARY )-- - - - CHL } 7 J f PRn1R No - pa-'.
a _ r i• f / j ` (SEE SHEET C.3.5)
! i \ ) \ 1 \ ,.._ J _ 1 • ` PumEseed ERPM1
1 1'! J•� i! \ \ 1 f1 J/'�.., JJ 10' TOP OF DIKE ® 145.00%' _ /� BIOGAS ,SKID " } / EledAtsE pY
_ �! _...
4 _ �\ !� ♦ \ r/ Electrical Freen
J •I I ti.r.�r'.`ry it r,-_ii/,'-. f'�l�i�/ 1-":=-/\\- // / rf/!/�f 1 , / 1 1 1 I �S FM �(\ S. _ D-2 \ r `//- Phase:
/ 1 rta7� \ \ �, � \ \
\ -',... \- - MPS. \ ,\' r
1 1 ,..- /!//// �/ L�'//��/i .. �; / / / Y/ \ 7 �♦ \ t 1 1 1 J I E-5 \ < J _ D-6 M Iet met..
INV / _ . \ \\\ Motor!
/ !/ •! ,•. / it ! / r \ f J 1 ! ! ! INSTALL 90' BENO AND 3' URA s \ \ \ 1` 1
! -`y ///�J/: INV��><//,rr r) : / r / m \ __/ If, I tJ - ♦ J 1/` J ! / ,' i t \ ` \ \` \ U_5 \\ \ \ \ . 1 Selected Pump:
PIPE EXTENSION DOWNWARD ' 1 '
\ \ \ y ( Pump Model:
ON END OF GRAVITY MAIN ^ D_j. - • \ \ \ \ • \ \ ` \ \
D-3 \ t \ 7 Shak length•
\ DIGESTER \ \ -
�rr/f /.IPS-3B Iy�yJ {� f q_ / /, /' ; i ♦ 1 1 I �\ HDPE PLUG VALVES IN •. \ i PIPE \ •. �• \ I \
_e r f !�/ PIPE J�`• / I� - r J t i 1 i \ TRANSFER FORCEMAIN\__♦`t \ \ 1 I 1
\ \ 1 1
"f.•!�i%/ .I ,f f + `1 -IPS-1B / J `� 1 [ \ } IPS-5B 1 E-4 ( f .C-7 / D-4
/= Y� / 1 6" TO 8" IFM TRANSITION �� d
t 1 FM i FM ) F. r,F 9 ��.. SUMP 1 I \ i I
INV /1>/i, - ' t m PS 1 t 1 .AVOID OVERHEAD<�,' 4 1 - I ` l •\' \ 1 1 I' i IPS-SA ; r `74
rr AV01D C METARY( NN `ELECTRIC LINE AS _� ( 1 + FM E-3 •yO-- 0,
//ice i• 1!/i� ,.r il•1I 1 A `I� I' J J 1 + f NECESSARY TO INSTALL \• y\ 1 1 ! + \ \ { - ---- \ PS •3AF Table 5: Effluent Pur
FORCEMAINS 11 1 S \ .. \_ \ ♦ -� _ \• ..�:..• ... w. I r .--__- I 1 1{y Finished Grade:
ri if ,ifj f(j11( i /�"' _`"�_ c`��'\•�'- ♦\ , ! l --�.._ P'=�%. / -.\ , PUMP ! FM Digester r\\it --a Invert rrr.
1 J ,{ j-•i` Table 4: Di star Data Table
EXISTING LAGOON 'WATERS 1 & 2'\ �+ (� l \\\\ 1 I 1 I \ -ti + ``-�" i� t y { 7 \ \ ` \ \@\) IPS-1A _ INVIPS-4A \\ l LJ \
�JL TOP OF DIKE 128.00' 1 \\\\ \\ •�\�• t. 7 ! f ! 1 pROPOSED APPROX. 60 L.F. OF i 1 \\ I ♦ \ \ \ PS + r `
FREEBOARD 127.00'\ \ \ \\\\ 1 r / // ! I I ( / 6" HDPE OR 11 FORCEMAIN ! \\ \`\ \ \ '+ �': 1 IPS-3A
1„i'\ \ \ 1 ! / \ ( ) \y` \ „ \ \ \ .. i I I S PIPE I /
I
r / PROPOSED APPROX. 60 LF. OF -� ♦ ,\ DIRECTIONAL BORE (10' DEEP) \ \ \ 1 I ' 7 IPS-2A 1
1 \ UNDER ROAD AS PER NCDOT
�f(t! 1 `_ �\ /' ♦ 6" HDPE (DR 11) FORCEMAIN , �+t� L '\ REQUIREMENTS / : \ '� + �1411- mo I 'INV
'RRI IjI.�♦=�"�f1t' DIRECTIONAL BORE (10' DEEP) 'flt \` !/ 1+ti' r ! { `!! \ \ I\ �f;o •.41I I 1 \\�\ \t rr /
I r ' UNDER ROAD AS PER NCDOT \ I ih I J r \
�_ �\ _ rill t J' J V / \ 1 •\...___=��f y 1
REQUIREMENTS_. (11 --ri/ } 11 t t t \ t t I \ -� i c• I J'\ ,
�l ii ll ", \ ♦�\ i l \-\ \ +,� 1� It\ 1 ` \I 1
} f '- �'1 ~1` Ifi� ,\\\\\♦i♦'-� \\ \�` ��. %/�j} Il--^=~___-
! /(F...• Table 2B:+P Influent Station 8 `- \ �.\i,/J7; ".=_--_ `1(1\\1 \\,�J 1 '+ t it \ \\ i -�7 M
\ \ �L{ f - ♦\\\\\`.� ��� �\ r ' J t'' l 1' f} '1. EXISTING LAGOON 'WATERS '3-4-'5•r f/r/
JJ ,,
<TJ�
Section Description IQuantity lUnit lAdditional Info
Gravity Waste Collection (GWE)
GWC-I-PIPE
12"PVC(DR 35) Gravity Collection Line
1,29TL F.
GWC-2-CO
Cleanmut
3:eacn
Influem Pump StatWn&Fmrcemairt
IPS
.IPS-IA-PS
Influent PumpStation A
-
-
Talpl 2 C.2.18.land Detail l/C.3.2
IPS-2A-INV
8"Digester Bypass lnletA
-
-
I-:47.OD•
IPS-3A-PIPE
8"PVC4DR351 Di ester ae Pipe A
30
L.F.
IPS--
_4A_ INV--
IPS-IB-PS
8"D'iVAtr.Nr! Outlet A---___
Influent Pump Station B
-
-
__
Imr-14600' ______
Table 2B/C.2.18.1 and Detaii3 32
Inv. 131107
IPS-2B-INV
rDieestere p..mIetB
IPS-3B-RIPE
8'PVC(DR 35) Digester Bypass Pipe B
7i
I-F.
IPS-46-INV
IPS-IC-PS
B"DigesterBypassOmletB
linfluent Pump Station C
_---
-
Inv. 127 p0'
Ta1b1e2CJC.2.18.1
IPS-2C-INV
8"Di-ester Bypass Inlet
IPS-3C-PIPE
'8'PVCfDR3 Diester ss Pi C
ULF.
IPS-4C-INV8"Di
--------
'IPS-SA-FM
ester6 ass OutletC
-- ---P----ELL - --
6"HDPE(DR 171 ForcemainA
___
15
I
z
NlA _�__-__-___-__
IPS-SB-FM
6" HOPE (DR 17) Fom,main B
4,1561I.r.
IPS-SC-FM
6"HOPE (DR 1 ForcemainC
_1,.g78FL'F.
!PS -SD -FM
8" HOPE(DR 171 Forcemain D
872
LF.
IPS-_SE-F_M_----
IPS-6-INV
8_"_HDP_E D_R_1 fort_e_ffain E.
8" HOPE (DR 171 Forcemain Inv. Out
-- 127
-
L.F.
I__________________
Im. 141.01Y
Digester(D)
ID-1-DIGESTER
Proposed Di stem
- Table 4/C.218.1 and Sheet r-&4
0.2-MPS
MixingPump Station
- Tahlc [ 2.1E 1 and Shoe[ C-A I
0.3-PIPE
1Y"PVC (OR 35)
93
L, F_
D-45UMP
HOPE Sump Box Mixing System inlet
-
1-134.00'
D-S-FM
8"HDPE(DR 17) Forcemain
29
LF.
ID-&PRA
IPump RepairArea
_
0-7-BAR
HDPEBaHEc(Undedlowl
-
- Shee[L3l
D-B-BAF
HDPE Baffie(Overflow)
- :Sneer C.34
Effluent
E-1-INV
Digester I -Out
tm_1430D'
E-2-PIPE
12" PVC IOR 351 D- esterOutlet Pipe
L F.
E-3-PS
Effluent PumpStation
_- Table SlC.2.1&iantl Detail 2/C-32
413 LF.
E4-FM
6"HDPE (DR 17}Fmrcemain
E-5-INV
laguon Invert From Digester
Inv. 146.07
Transfer Pump (TPI
TP-I-PUMP Transfer Pump
-
Table 6/C.2.1B.1 and Sheet C.3.7
TP-24M 6"HDPE(DR 17) Forcemain
4,9D7LF.
Length:
330 ft
Width _
Top of Dike Elev:
165.ft
M. it
Freeboard Elmn
Bottom Elew.
143. it
1331k
Total Volume:
17,051 CY
Volume a Freeboard:
11233 CY
S.A.0insideT of Dike:
48,6541ftz
Slo e:
3.1 -
iotalCut
Total Fill_7258
Net Surplus
9,080 ICY
CY
ISMICY
(D
145.W.ft
ft •��
ft ` �.� •
gpm /
/
_...... _
I
2
�
_
2
0
a
�
z
g
L1 4
Q
o
O
130.
129
1.
1.6D1gpm
1.760RPM
12cv
i6Dhz
20En.
TER[
GEA
'
1aa
-
� I l • ` \ \\ r =
/ "�/ i 1\iI1\ -�•
///•,l'
f \♦ \� \` i /
\ \ \\ !
\
`1\t / /yt/'
f 7+him.
Bottom of Wet W.M.
Depth pf Wet weli:-
DesignFlow:
leleclad Pump gate:
Total DVnrnlc Head (Mit):
PUMP Nonapmwn
PumPS RPMI:
Electrira€ Supply:
Electrical Frequency: -
Phase:
Im ller Diameter.
ryp.
\\ Finished Grade: 131.001ft t• `s �-%� `- \\�q�.,�``�.�ti� _ ' 1 \ , t \ �' TOP OF DIKE 147.00 -
'`� `+ I l ' r -7\ � :� - I r ( i \ I , I I 25%compaction factor used for 0111 1: Selectedhump:
'Rim: j�3R4. .SO ft j 1( rfif //1 rir�=- \.-��� ,__-_ r Qq 0 1 {� (FREEBOARD 146.00' I t J -_ + (1 ,,,' I Pump.Moder:
; - J //J ice- _r '-� `_S � ,'Table2A: Influent Pump StationA 1 4. 'k. f 1 r ) / 1 r` _ - 7' }''l ;
- Imek iro 1 125..OD Ft_- 7 I l ✓ r \ 1 \ ! -_ _ _ / 1 1 1 shag h:
�< ,."'_:.. Finished Gnde: 148A0k t GWC-1 /'' ! • (- ^_J 7 1 } / 1 r 1 rA!
e assInxertOut 1 LTODD•t - `s J s.' ! �r, / �-- r
Bottom of Wet Well:
l ]23.OD
't -` ` Irl lJ/1 /
1
/•�J 1 7Demh
of Wet Well:
I 11.50
//.- - 1.! /
't ��=���iY -� 1 Iill't ♦"~.`"--�\\\ fJ!!/'^
/!
"'
Design Fl-
300
f •' ..---r r
gum -_, jiS �•�� `/ 1I/ / 1 •�//!/
m
Selected Pump Rae:
1]
it !fi � � �//11. � ♦ \` \ I I 1 ! � `1` s///'� �!/
Total Dynamic Head (TDR):
71
PumP Horsepower.
2Dh
\
!/ J� _ / 1/ f �.`` \ `. �! \' \ \ r- :r-�•� ��r /
Pump Speed (RPM);
1,76ORPM
120V
r
' 1 11 k 4 I f
I / Jf/ . .' f._♦ �,\;
ElettdalSuPrml .
� � J
\
�,. f / / ! J / ,. / �-\ 1 1 7 . f 1 i \ ♦ _. r
Electrical Frequency;
60 hz
Phase:
Sm
F
\
f J
Impeller Diameter.
Sin.TEF
Selected Pump:
/ JI ! I ( 4 1 I 1 11 ( i
�GEA
4.HIgh-
I I 1 1 17 \♦\ \ I't
Pump Model:
Pressure
(
__
`` t1 'i
Length:
1115 k.
\ -..--Shaft
( \ t \ ! ; } ♦ i
Rim:
LS(1.Sfl
love" M.
14200
Bypass I"On DM-
147.00
Bottom et wet Well:
140.00
Deoth of Wet Well:
10
Design Flmw:
300
Selected Pump Rate-
4S
Total Glmamic Head (Tptj:
2
Pump"M. n
SDh
Pump Speed I RPM.
1,7f21RPM
ElechioJ Supply-
1:V V
Electrical Frequency:
60 hz
Phase.
lm
Im ller Diameter.
Sin.
Mot- Tk--
TEFC
Selected Pump:
GEA
Pump Model:
4' Hn
Shalt wn
10.5ft
SHEET NUMBER
145.00. k C. 2. 1 8.1
�ft
143 00 ft
In Wlft
4.501ft
- BP. n
gpm
21 ft N
10hp ei O O
•L76DRPM N of FW-
w 47 rn z
60 hz (9
U
W
O
ti O
� W
W � Y
GEA � O H W
I :-I
k \ �+ t rot 11, ]\PIPE ✓'�/��1 /Ira ij
ft
I _ II 4
ft
!
ft_-
ft
\�J: I \ ram., . ( \ (l y�\�•`
SCALE: 1" = 200'
r:•L 1\_.J l \ '� .\..-t U SCALE OF MAP MAY VARY
\\'\\ / 4 _ rill DUE TO METHODS OF REPRODUCiiON.
a-
z 0,
owl'

1
NOW OR FORMERLY
PSM ASSOCIATES LLC
SAMPSON CO. PIN: 17072666104
DEED: 1714/733
t r
I
r fr
,11 f NOW OR FORMERLY
PSM ASSOCIATES LLC
fJ r
NOW OR FORMERLY
HANNAH, BILLY J.
DUPLIN CO. PIN: 245100316509 \ '
DEED: 1788 346 2015NOW O\ /
1 / FORMERLY
NEWK RK, J AMES RAY.
I r DUPLIN CO. PIN: 245100319630
SAMPSON CO. PIN: 17072666104
DEED: 1714/733
NOW OR FORMERLY
t QUARTER M FARMS, INC
SAMPSON CO. PIN: 17072666103
DEED: 1410/521
Kli
0S'
t\ Lr f
I DEED: 0 / •~ i
}
NOW OR FORMERLY
MURPHY—BROWN LLC
SAMPSON CO. PIN: 17077234001
DEED: 13968/222
- _ --- -
t
NOW OR FORMERLY\
BEARFORD, L L C \
f \ ` SAMPSON CO. PIN: 17023586001
DEED: 1309/223' Nl�
APPROX. WETLAND LINE, --- lz�l I
TO BE FIELD VERIFIED —�
PRIOR TO CONSTRUCTION CA
1 / ,/f /lj • NOW OR FORMERLY
MURPHY FARMS, INC. ATTN JORDAN HEATH
DUPLIN CO. PIN: 245100520218
DEED: 989 528 1988
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IEXISTING LAGOON~
/ ✓' 7 NOW OR FORMERLY a
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D. M. FARMS ROSE HILL, LLC DUPLIN CO. PIN:
. 246100336868
DEED: 1179 720 2003 \ .�
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WILLIAMS, RONALD E. 'l
\ DUPLIN CO. PI956 439245100619761
9761
DEED:1 87\ f �•
NOW OR FORMERLY
/ IRONSIDE INVESTMENT
� MANAGEMENT LLC
SAMPSON CO. PIN:
r 245100923753
DEED: 170 474 2012
PROPOSED
DIGESTER
TOP OF DIKE
NOW OR FORMERLY
QUARTER M FARMS INC
DUPLIN CO. PIN: 245100446580 �
DEED: 1302 197 2000
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NOW OR FORMERLY ]�
D. M. FARMS OF ROSE HILL, LLC / \\
DUPLIN CO. PIN: 246100335865
DEED: 1179 720 2003
EXISTING '
LAGOON
2 500' DIGESTER SETBACK
FROM PROPOSED DIGESTER , 1
TOP OF DIKE
A�pO
NOTE: AERIAL IMAGERY IS !•
FROM 2016/2017 /
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SCALE: 1" = 300'
2,500' DIGESTER SETBACK 300' 0 300,
FROM PROPOSED DIGESTER
TOP OF DIKE
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
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150
145
140
135
130
125
120
110
,49 d7"
FFE: 150.0' 1 FFE: 150.0' FFE RIM: 150.0'
EMERGENCY BYPASS
FROM INFLUENT PUMP
STATION 'A'
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INV. 146.00'
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4
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PUMP
TOD: 14.00'
EFFLUENT50
HOPE COVER (TYP)
Too: 1a7.Oo'
—
INN 146.OD' F0. 146.00'
t-IIII
PoNt45,
RIM: 145. ' -
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EMERGENCY BYPASS TO
EXISTING LAGOON
ET WELL
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WATERS 3-4-5
INV. 147.00'
-
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FB: UIOUET
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INV.14,
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WET WELL
IN1N4.31.4010.'OD'
BOTTOM: 141.00'
-
EXISTING LAGOON
FFE: 134.0'
FFE: 134.0
BO140.00'
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Too: 138.00'
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'WATERS 1-Y
12' PUMP RETURN
INV. 127.00'
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BOTTOM: 129.50'
INV. 130.00'
-
FG: 121L00'
TOO: 126.00'
-
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EMERGENCY BYPASS TO
EXISTING LAGOON
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FB: 127.00' INN 127.00'
`—
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INV. 130.00'
-
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INY.12i00'
BOTTOM: 123-OW
INN. 122.00'
-
-
EXISTING LAGOON
-
'WATERS 1-2r7
TOD: TOP OF DIKE
FFE: FINISH FLOOR ELEVATION
FB: FREEBOARD ELEVATION
BOTTOM: 120.00'
HYDRAULIC PROFILE
DETAIL ,
SCALE: NOT TO SCALE
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CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION
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PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
SHEET NUMBER
C.3.2

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NOT TO SCALE C.3.3
WHOLE OR PART

HOPE SYNTHETIC 80 MIL

ANTI -SEEP COLLAR (TIP.)
DETAIL 6
SCALE: NOT TO SCALE C�.4
CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
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TYPICAL PLUG VALVE & PROTECTION
DETAIL
SCALE NOT TO SCALE 70
CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
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