WQ0040918_Site Plans/Maps_20191021

co
0
0
0
W
.91
0,
L
L.L
0
0
Q
/
0
Q
U
U
U
L.�
U
C
O
L
c
0
n
Q
/
U
W
O
IY
n
/
OWNER:
MURPHY-BROWN LLC
PO BOX 856
WARSAW NC 28398
[phone] / [phone] (FAX)
DESIGN ENGINEER: JOSHUA OUTLAW
AG PROTEIN TRAILER WASH
SITE PLANS
PROJECT LOCATION:
MAGNOLIA, DUPLIN COUNTY, NC
SHEET INDEX:
1 COVER SHEET
2 OVERALL SITE/UTILITIES PLAN
3 SHOP GRADING PLAN
4 LAGOON AND WASH BAY GRADING PLAN
5 DETAILS
SITE DATA
OWNER: MURPHY FARMS, INC
(MURPHY FARMS, INC IS A WHOLLY OWNED
SUBSIDIARY OF MURPHY-BROWN LLC)
SITE ADDRESS: 420 BONHAM RD
MAGNOLIA, NC 28453
PARCEL # : 12-970
0
SITE o
o • z
z o
z
o SONNgM Co
RD Ix
WAYCROSS RD
VICINITY MAP
(NOT TO SCALE)
12
q �
o
N
w
F-
w
Z
O
N
w
�
wLLJ
O
V
ry
U
O
O
p
Q
Lo
V
I I
•
0
AG PROTEIN
COVER SHEET
m

12
co
N
0
U
,o
cn
cn
c
0
L
n
a
/
0
Q
U
a
a
a�
c
0
L
0
n
Q
cn
U
W
D
O
Ir
n
/
�F
�F
�F
�F
�F
�F
�F
I � I
�F
�F
I�F
�F
I�F
�F
�F
I
DRIVEWAY APRON
TO BE PAVED TO
BACK OF DITCH
SLOPE
GATE
1
1
1
PARKING --��� 1
STAGING/ � /
— — — AREA (90 x50)oo
_ —
/
u
,5 \ EXISTING ANIMAL
\ WASTE LAGOON
0
�I►` I --I --I --I --I --I --I --I --I --I --I --� �!—�I —I --I --I --I
SHOP
PAD ELEV=105.30
DISPATCH OFFICE
LEV=
LL IJLnlNu
PAD 103.00
V�
X—x—X—k—x—X—X—x—X—x—X—X_y^ /
<
'
jr A
fi
is _ _ ss — ss-
100' WELL SETBA cn
--—�
il
WASH
W BAY I
EXISTING ANIMAL
WASTE LAGOON
� I
w I I
I
/ JA
1BPR TB
\
PRIMARY
/ STAGE
/ (90 DAYS
/ STORAGE)
2ND STAGE /
\ \(90 DAYS
STORAGE) / I
SURFACE WATER
DITCH AND 100' \
§ETBACK
\ kXX.IL
X1
k
kX
y
40 20 0 40
iiiia
SCALE: 1 INCH=40 FEET
O
O
00 Ln
w
� O
O cv
E~ W
q �
� w �
\ N
Z
w
N
~ W
\� w �
moo
O LLI
C3 W J
cy
N
d w
°' °' M
w Q cq
Lo rn
O
AG PROTEIN
OVERALL SITE PLAN
m

0
12
n
rn
0
N
rn
0
,o
3
cn
c
cn
c
0
L
n
Q
/
Q
U
_a
v
a
L�
N
c
0
L
O
Q
/
cn
U
w
D
0
ril
/
GATE
DRIVEWAY APRON
TO BE PAVED TO
BACK OF DITCH
SLOPE
60 LF 18" CPP
INV IN=112.80 \
INV OUT=112.65
SLOPE © 0.25%
J � J
101 4Lo
I
I I
w
I I
I
I
cp X
S
J
or
— —
SWALE ® 1.69%
1 � -
t
ir
SHOP
/P/4D ELEV=105
Oj /1oR
/DISPATCH OFFICE
I U L L I .i L/�\ I V LJ
PAD ELEV=103.00
i
f
i
6" DRAIN TILE @ 0.25%
START INV=89.00
IVIG I nuu IJJGU: I IIN
CUT FILL
SHOP BUILDING PAD 840 1440
WASH BAY BUILDING PAD 0 330
LAGOON 3965 3220
FILL NEEDED 185
1. ALL QUANTITIES ARE IN CUBIC YARDS, AND
FILL VOLUMES HAVE BEEN ADJUSTED BY 15%.
2. NO TOPSOIL IS ACCOUNTED FOR IN THESE
VOLUMES.
3. FINISHED GRADE BACKFILL INCLUDES MATERIAL
USED TO CREATE PROPER DRAINAGE, WALKWAY
ELEVATIONS, AND FEEDPAD GRADES AFTER
FOUNDATION WORK IS COMPLETE.
N
I
30 15 0 30
iiiia
SCALE: 1 INCH=30 FEET
-
od Lsl)
od
�c>
AG PROTEIN
SHOP GRADING
m

n
rn
0
N
rn
O
U)
.o
0)
E
L
LL
C
O
c
O
n
Q
Q
U
U
O
L.�
C
O
C
O
n
Q
U
Ld
0
ry
n
/
w '
� � I
LLJ
I ..
IJ
0 o I � —
w
cv I I /
91.Lij
00o
NI N I
/ w TV. 8" PIPE I
I ELEV=101 .12
_I
I OIL/WATER/SAND SEPAR I I
TOP ELEV=103.84 I
c.s
I �o INV IN=100.92Uj - I
o INV OUT=100.72
GQ1
/ -
/ ANTI -SLIP TEXTURE LINER I
I
IRRIGATION PUMP
INV 8" PIPE
�100 / / LEV=100.52
6" DRAIN TILE @ 0.25% /
START INV=89.00 ��/ / �1p0
/ oo � OTT 0/c_
90 0� /o O� I
s9
o I
98 \ �0
0, O \
X a
/ 91 \ ? 0 0 , I I
/ STAFF GAUGE yOCATI v /
a (SEE DETAIL ON EET 5) �/ I
0 WIDE SPILLWAY .00 95
6" DRAIN 1 � ELEV=99.90 _
TILE OUTLET \_\ —
\/moo I /
> Q
30 15 0 30
-r \iiiia
X 93 SCALE: 1 INCH=30 FEET
12(
71 11(
Q
8
0+50 1 +00
\ 7�
FLOW PROFILE
1
SOLID SET
SPRINKLER
TOP OF
DIKE=102.50
i �
1
MAX LIQUID
LEVEL=100.50
WASH
PRIMARY STAGE
IRRI
TION
PERMANENT
POOL=10
.50
PUMP
/
SPILLWAY
ELEV=99.90
1
1
OI
WATER/SAND
SEPARATOR
PRIMARY
2NQ-STA
E
STAGE
(90 DA
8" PIPE
(90 DAYS
SLUDGE
SLUDGE -
PERMANENT)
STORAGE
\
LEVEL=91.50
— _
MIN LIQUID
IRRIGATION
ELEV=90.50
ELEV=90.
0 LEVEL=91.50
PIPE
DRAIN TI
ELEV=89.00
SHOWN FOR
ELEVATION
AND SCHEMATIC
ONLY.
ACTUAL
LOCATION IS
NORTH
OF PROPOSED
LAGOONS.
2+00 3+00 4+00 5+00 6+00 7+00 8+00
Station
9+00 10+00 11 +00 12+00
HORIZONTAL: 1 "=100'
VERTICAL: 1 "=10'
E
0 E
O
)0 %
11
0
13+00 13+50
LLJ
Storage Basin Volumes
Freeboard
1st Stage
Permanent Storage
1st Stage
Sludge Storage
2nd Stage
Temporary Storage
2nd Stage
Permanent
Top Berm Width (ft)
234
Top Berm Length (ft)
127
Max. Liq Width (ft)
214
112
58
102
48
Max. Liq Length (ft)
115
115
61
115
61
Bottom Width (ft)
58
52
48
42
Bottom Length (ft)
61
55
61
55
Side Slope
3
3
3
3
3
Liq. Depth (ft)
9
1
9
1
freeboard (ft)
2
Volume (ft3)
55,200
69,507
3,193
61,587
2,613
GENERAL NOTES:
1. TOPSOIL AND ORGANIC MATTER SHALL BE STRIPPED FROM LAGOON AREAS PRIOR TO PLACING FILL. THIS
MATERIAL SHALL BE STOCKPILED AND SHALL BE PLACED ON BACKSLOPES TO HELP REESTABLISH
VEGETATION. THESE MATERIALS SHALL NOT BE USED AS STRUCTURAL FILL. STUMPS AND/OR ROOTS SHALL
NOT BE ALLOWED WITHIN THE LAGOON AREA. ANY STUMPS ENCOUNTERED IN SIDE SLOPES OR BOTTOM MUST
BE COMPLETELY REMOVED.
2. THIS LAGOON SHALL RECEIVE A MINIMUM 40 MIL HDPE LINER OR APPROVED EQUIVALENT. THE LINER SHALL
BE INSTALLED BY OTHERS. THE CONTRACTOR SHALL EXCAVATE THE LAGOON AND BUILD THE DIKES TO THE
LINES AND ELEVATIONS SHOWN ON THE PLANS. THE LAGOON SUBGRADE SHALL BE FREE FROM FOREIGN
MATERIAL, ORGANIC MATTER, WATER, ETC. THE SUBGRADE SHALL BE FIRM, SMOOTH AND UNYIELDING. THE
SUBGRADE SHALL BE ACCEPTABLE TO SMITHFIELD REPRESENTATIVES AND THE GEOSYNTHETIC LINER
INSTALLATION CONTRACTOR. LINER AND DIKE CROSS SECTIONS AND DETAILS ARE SHOWN ON THIS SHEET
AND THE DETAIL SHEET.
3. THE LAGOON 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.
4. ALL STRUCTURAL FILL SOIL MATERIAL PLACED ON THE LAGOON DIKES SHALL BE COMPACTED TO A MINIMUM
OF 95% OF THE STANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY. THE NATURAL MOISTURE OF
THE STRUCTURAL FILL SOIL SHALL BE f 3% OF THE OPTIMUM MOISTURE. THE SOIL SHALL BE PLACED IN
THIN LIFTS, LESS THAN 12—INCHES UNCOMPACTED. A SUFFICIENTLY HEAVY SOIL COMPACTOR SHALL BE
USED.
5. ALL PENETRATIONS OF THE DIKE SHALL BE ACCOMPLISHED PRIOR TO PLACEMENT OF SYNTHETIC LINER.
6. LAGOON DIKE SIDE SLOPES ARE 3:1 UNLESS OTHERWISE NOTED ON PLAN.
7. THE FOLLOWING ITEMS SHALL BE DONE WITH REGARDS TO THE LAGOON CONSTRUCTION BEFORE THE FACILITY
IS CERTIFIED: EXTERNAL LAGOON DIKES SHALL BE COVERED WITH TOPSOIL, FINE GRADED, FERTILIZED,
SEEDED AND MULCHED; SYNTHETIC LINER INSTALLATION AND TESTING SHALL BE COMPLETED. THE STAFF
GAUGE SHALL BE INSTALLED; AND THE LAGOON PRECHARGED.
8. EROSION AND SEDIMENTATION CONTROL MEASURES ARE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE
SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE AND MAINTAIN ALL SUCH MEASURES
THROUGHOUT THE CONSTRUCTION PERIOD.
9. WELD HDPE TEXTURED MATERIAL TO LAGOON LINER APPROX. 10' WIDE X 40, LONG, TO PROVIDE A TRACTIVE
SURFACE FOR POTENTIAL ENTRANCE AND EXIT OF LAGOON.
SEEDING NOTES:
1. DISTURBED AREAS SHALL BE SEEDED,
FERTILIZED AND MULCHED AS SOON AS
POSSIBLE AFTER FINAL GRADING IS COMPLETED.
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:
1000 LBS/ACRE OF 10-10-10 FERTILIZER
2 TONS/ACRE OF DOLOMITIC LIME
100 BALES/ACRE OF SMALL GRAIN STRAW
SEEDING SCHEDULE:
WINTER
60 LBS/ACRE OF FESCUE — SEPT 1 TO NOV 30
40 LBS/ACRE OF RYE GRASS — DEC 1 TO MAR 14
30 LBS/ACRE OF RYE GRAIN — NURSE CROP FOR FESCUE
10 LBS/ACRE OF UNHULLED COMMON BERMUDA GRASS
SUMMER
60 LBS/ACRE OF PENSACOLA BAHIA GRASS — MAR 15 TO MAY 31
8 LBS/ACRE OF HULLED COMMON BERMUDA GRASS — JUNE 1 — JULY 31
co �n
� O
o d-
W
H W
q �
a
q q �
w
N
z
O
N
~ w
w
w �0
o
O Q O
O� J J La
N
rn rn rn
Q N in I
W) rn
0
0
O
O
q
O
� q
0
ZLI
0
?A IS, �O
AG PROTEIN
LAGOON GRADING
H

TYPICAL PIPE PENETRATION
N.T.S.
INV. INV.
� v
WATER LEVEL
O � ^
ELEVATION ;
SEE NOTE #8
6" TOP
° a
P '
SEE NOTE #7 : (OUTLET)
y.. >. y 8" DIA. OP'G. TEE M
SEE NOTES #3 & #4 SUPPLIED & INSTALLED 1
BY CONTRACTOR 04,
SEE NOTE #6
' y U
(INLET)
8" DIA. OP'G 12" MIN CLEARANCE
PIPING SUPPLIED .�� = FROM BOTTOM OF TANK
& INSTALLED BY e I
CONTRACTOR 3" VENT ACROSS TOP
OF BAFFLES SEE
NOTE #9 0
,�•y JJJ ��' c J in
I
:Q , b
qi ' 'd LIFTERS I
(4) TYP. P7
d Q
SEE NOTE #5
a
6" BASE
a 1i
'
SEE NOTE #3 �Y d . a'. � v y I j All
a y lII
9
° a 4" DIA. PVC
o TEE. SUPPLIED
Z BY CP&P t"' d
N n. C <.
d d <. G
d °Q
° a
a
GENERAL NOTES:
1. PRECAST SPECIFICATIONS CONFORM TO THE LATEST C-913 SPECIFICATIONS FOR "REINFORCED CONCRETE WASTE WATER
STRUCTURE".
2. CONCRETE COMPRESSIVE STRENGTH 4,000 PSI MINIMUM.
3. STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS OF THE LATEST ACI-318 SPECIFICATIONS FOR REINFORCED
CONCRETE.
4. DESIGNED FOR H-20-44 LOADING.
5. SECTION JOINTS TO BE SEALED WITH 1 1/4" DIA. BUTYL RUBBER SEALANT, BY CONTRACTOR.
6. ADDITIONAL REINFORCING AT OPENINGS.
7. CONTRACTOR TO ADJUST TO GRADE AS REQUIRED. 4" GRADE RINGS TO BE SUPPLIED BY CP&P OR TO BE FIELD ADJUSTED
USING APPROVED METHODS BY CONTRACTOR.
8. CAST IRON RING AND COVERS TO BE AS PER SPECIFICATIONS, SUPPLIED BY EITHER CP&P OR CUSTOMER.
9. BAFFLE WALL(S) TO BE PLACED AND GROUTED BY CONTRACTOR IN FIELD.
10. WEIGHTS: ROOF SECTION- APPROXIMATELY 15,579 LBS.
BASE SECTION - APPROXIMATELY 16,050 LBS.
BAFFLE - APPROXIMATELY 2,428 LBS.
2,500 GALLON DATE. AUGUST 5, 2013
OIL -WATER -SAND SEPARA1fOR DRAWING N0:
71,cp&p GI-2500-OWS
10364 Design Road
Ashland, VA 23005
CONCRETE PIPE & PRECAST, LLC 8000.999.2278 (CAST) Web Site: www.concretepandp.com
L
L.L
Cn
(n
O
L
n
Q
/
Q
U
U
O
L.�
O
(n
C
O
L
c
O
n
Q
/
U
LJ
O
IY
n
/
40 MIL HDPE LINER
3'
NER 1'
)N WELD (TYP)
INSIDE TOP OF DIKE
STAKING POINT
TOP ELEV = +0.20'
SOIL UNEQUIRING-)
12.00'
MINIMUM AT TOP ELEV
36"
_[24' — — —
ENSURE GOOD
COMPACTION WHEN
BACKFILLING ANCHOR
TRENCH
LINER DIKE CROSS SECTION
TOP OF DIKE
INSIDE TOP OF DIKE
;T AND STOP PUMP
DESIGN OF LAGOON)
INSIDE TOE
PREP LINER AREA TO BE PAINTED WITH
A LIGHT GRADE SAND PAPER.
LINES PAINTED ON SYNTHETIC LINER
WITH WHITE PLASTIC PAINT
TOP OF DIKE ELEV
EXISTING GRADE
STRIP TOPSOIL BEFORE
PLACING FILL FOR DIKE
NOTES:
1. COMPACT FILL FOR DIKE TO A MINIMUM OF 95%
STANDARD PROCTOR MAXIMUM DRY DENSITY.
2. EXCAVATION, BACKFILL AND COMPACTION
OF ANCHOR TRENCH BY CONTRACTOR.
3. PLACEMENT OF HDPE LINER BY OTHERS.
4. THE SUBGRADE TO BE LINED SHALL BE
PREPARED TO BE SMOOTH AND FREE OF
ALL ROCKS, STONES, STICKS, ROOTS, SHARP OBJECTS,
OR OTHER DEBRIS. IT IS IMPERATIVE THAT
THE SUBGRADE BE COMPLETELY DRY AND
PROPERLY COMPACTED SO AS TO PROVIDE A FIRM
AND UNYIELDING BASE WITHOUT SUDDEN, SHARP,
OR ABRUPT CHANGES OR BREAKS IN GRADE.
:�I��*111mLei 0
TYPICAL STAFF GAUGE FOR PLASTIC LINED LAGOONS-
N.T.S.
a
Q
Q
W
q
N
M
W
m
w
W
�0
Q
O
U
CJ
C9
00
O._
a
AG PROTEIN
DETAILS
m

n
3
E
co
c
0
0
n
a
N
i
0
Q
L
Q)
cn
c
0
c
0
n
a
0
w
0
ry
n
' NASH JOHNSON & SONS FARMS
\ DB 1096 PG 263
\
�"MOWUM...�� \
"Waft — —
-----
oft � onaD Gomm
/
/
r
NASH JOHNSON & SONS FARMS /
DB 1096 PG 263
I O
/ LORETTA A CAREY
BLUE LINE STREAM / DB 1660 PG 852
AND 100' SPRAYFIELD 00
SETBACK
O
,c,
db eo —
� `�'
\sommoce
/ 04 O
db \ $
7 I - ***'I \ db,--— - � m 1
ce
ce
� �� i � ✓ >— "-" "—� A"'� ,, 1 v 1
� _I 117 I 1 / EXISTING ANIMAL / I &1 —9 �' \
\ I 1 I / WASTE LAGOON / / �I� ea �� \ / « , l✓� �9/\\ FI \1 \
/ / / —I EXISTING ANIMAL WASTE LAGOON , \ - \ ` J
A u B: V \\�1-" 100' RESIDENCE
� I \
/ �I' RB RB , I 1 SPRAYFIELD SETBACK
r__ s 1 I SOILS
v
_ ____ / ': f F _. 1�I \ ` \ S 0 I L 92 I \ 1 (SEE SIGNED WAIVER)
I 1 I I \ �� I / �.- �/ �C,\�\ J I \ tip\ \ \ \9 — ► 94
RESIDENTIAL WELL
��_ AND 100 SETBACK
A u B : V��J#
\
/ /100) NVELL SETBACK
\ / u- AND 3 WELLS - �p°p= �, :}F \\ \ -96�\
/ � j �, SOILS 1 At-
1 I
> o_
40 / Itt\ r/ Fi� l/ / Z e ate r i
pery \ ., \ ► \
I�
7 y i ,;' / / 11 \ �- ♦\' % ` `I RESIDENCE
/i
\ Fes//"-Fom
,/
DM FARMS OF ROSE HILL, LLC ♦ ,� ; / -- I P o ED WA H,r BAY1do-
DB 1 179 PG 720 ♦ / \\� 1 1' "t % �o J� I I} / 41;- co
/\ Zo�Te'e---�—�— I I r«� •\� g�
\ 1 75, PROPERTY LINE/ �4\ SPRAYFIELD SETBACK
tur
- �TI NI CA
p(SEE SIGNED WAIVER)I j! �i ;;;-a —_PROPOS D CHOP Ole_
I "•A`1 co\a� 1
,`/ \ I \ \ \ ;��\��A�C��WATER DIA�H rorI , 111 03 T-
1
1
ND t0'S-PRAD\ \-TI 04e— DM FARMS OF ROSE HILL, LLC
/ Os� (:0:) d 1� �• \ \ \ \ \ �, \ \ 1 ',-.1} _,_ 1 DB 1839 PG 76
s \ K, I ICI er',-'� jT \ \ J \ \ \ \1 I $ 1
' / �_�t__ * �� % I� j� �� _�ul -- _\�°� $� 7 \ 7°�� `';, `'�:;, I 1 - o ( / �— \ \ \ � \ \ \ \ `� \ ` \I /,'o� —
c% r =ice I 1 eme �e I I 108, \ \'�, • : ` \ _ _ I \ _ \ \ \ \ \ \ 1 ` —
♦ �9 I �os� \ �� ,� }:\ \ Q I7,etad �I — _--- - $
—�` `, \ \ �ALlB 1^�-i I/ � °� � � '� \SOS ., ., \ � � ew — �` \\ � fop
� � � — - 1 - j = �_ -� — — � _ 1Gap
r
« /ago --goong, Gap
ago
SOIL III�I/ SE
112� _ �i 108- - ��, \ ```�.\ \ �, i -\-R� SIN \ �� '��1111— — r \ C� I
Iago
4b / /� N) 1/ -� \�r1�y — —'r \� �}±` \ �_ 1 v — ——11T134-CSC \ aim
ti
/ 1- \ }
—�';713 -'\ \ -� \ ��15\ \ \ �� NOTES:
\ `)\ 8a► / / /�--------- / / m = — �. Rs%l� GOP` � 1. ADJACENT PROPERTY LINES AND OWNER INFO IS
\ ��\ J doo _ — al / /\ Ij �j / \ - _ �y \ �, I I I I I �B BASED ON DUPLIN COUNTY GIS DATA.
Bar-%, RB I� ��� \ \ \ \�* �` j� J �� Ji 2. 100-YEAR FLOODPLAIN SHOWN IS FROM NC FLOOD
\�_ ;I I I I I I CS �� RISK INFORMATION SYSTEM.
_ �_ —
'+' Yam «114- T I I i��6 ~ dowl
ow
5q' I� PROPOSED '-115 �
HA VEY A SHOLAR & HARRY R \� \\ -r' � - �L / J� -
SH LAR & EDWARD SHOLAR; JR �\ \\ - - I 1 aim
—
DB 1 163 PG 674 o�
A tr-V- AQU6L FA & D HAD Y R �'� a' I -- --- �SR 1117)
�SHOiA JR
AD DM FARMS OF ROSE HILL LLC
\ Od R-Sc EDWAR9 , /onp � _ = —'t M Ro DB 1839 PG 76
- - gONH
\
HARVEY A SHOLAR & HA RY R \� — — i j / �� L , - I SURFACE WATER DITCH
SHOLAR & EDWARD SHOLR �� — -� / /� ��� AND 100' SPRAYFIELD
A J\
DB 1 163 PG 674 \ ` \ = _ "'j �// SETBACK
VEY A SHOLAR & HARRY R
SHOLAR & EDWARD SHOLAR, JR
DB 1163 PG 674
100 50 0 100
SCALE: 1 INCH=100 FEET
LEGEND
a2s]»:i90111Zh
— cB cB — COMPLIANCE BOUNDARY
— RB RB — REVIEW BOUNDARY
-F F F 100-YEAR FLOODPLAIN
w �co�
V)
z
0
N z U W
w :2z
� z o
Cam, O m O
O W 0
N J
Of w w w
JW
N � I
I In a
AG PROTEIN
SITE MAP
m