HomeMy WebLinkAboutSDP202100086 Plan - Submittal (First) 2021-11-05T
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Sheet List Table
Sheet Number
Sheet Title
T100
COVER SHEET
T101
SUP APPROVAL
C100
OVERALL EXISTING FEATURES
C101
EXPANDED EXISTING FEATURES
C102
EXPANDED EXISTING FEATURES
C103
EXPANDED EXISTING FEATURES
C200
OVERALL LAYOUT PLAN
C201
EXPANDED LAYOUT PLAN
C202
EXPANDED LAYOUT PLAN
C203
EXPANDED LAYOUT PLAN
C204
ENTRANCE PLAN & DETAILS
C205
STOPPING DIST. PLAN & PROFILE
C300
OVERALL GRADING PLAN
C301
EXPANDED GRADING PLAN
C302
EXPANDED GRADING PLAN
C303
EXPANDED GRADING PLAN
C304
EXPANDED GRADING PLAN
C305
EXPANDED GRADING PLAN
C306
EXPANDED GRADING PLAN
C307
EXPANDED GRADING PLAN
C308
EXPANDED GRADING PLAN
C309
EXPANDED GRADING PLAN
C310
EXPANDED GRADING PLAN
RESOLUTION TO APPROVE
SP202100001 MIDWAY SOLAR
WHEREAS, upon consideration of the staff report prepared for SP 20210000]" Midway Solar and the
attachments thereto, including staffs supporting analysis, the information presented at the public hearing,
any comments received, and all of the factors relevant to the special use permit in Albemarle County
Code §§ 18-10.2.2(58) and 18-33.8(A), the Albemarle County Board of Supervisors hereby finds that the
proposed special use would:
I. not be a substantial detriment to adjacent parcels;
2. change the character of the adjacent parcels and the nearby area only minimally and until the
screening trees mature;
3. be in harmony with the purpose and intent of the Zoning Ordinance, with the uses permitted by
right in the Rural Areas district, and with the public health, safety, and generahwelfare (including
equity); and
4. be consistent with the Comprehensive Plan.
NOW, THEREFORE, BE IT RESOLVED that the Albemarle County Board of Supervises
hereby approves SP 202100001 Midway Solar, subject to the conditions attached hereto.
I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a
Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to
zero, as recorded below, at a regular meeting held on June 16, 2021.
Clerk, Board of County Sul a isors a ,
Ave 1J3'
Mr. Gallaway Y
Ms. LaPisto-Kirtley Y a "
Ms. Mallek Y s
Ms. McKeel
Ms. Palmer Y
Ms. Price
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SP202100001 Midway Solar Special Use Permit Conditions
1. Development and use must be in general accord (as determined by the Director of Planning and the
Zoning Administrator) with the plans prepared by Hewitt Solutions, PLLC titled "Central Virginia
Electric Cooperative Midway Solar Project," dated December 17, 2020 (hereinafter "Concept Plan")
and included as Attachment C. To be in general accord with the Concept Plan, development and use
must reflect the following major elements as shown on die Concept Plan;
a. Location of solar development envelopes,
b. Location of equipment yard, and
C. Retention of wooded vegetation in stream buffers
Land disturbance, which includes (but is not limited to): grading, excavation, filling of land, the
felling of trees, and the removal of tree stumps, is limited to within the proposed fenced area shown
on the Concept Plan. The location of the entrance and access to the solar facility is not subject to
this condition.
Upon the approval of the Zoning Administrator and the Director of Planning, minor modifications
may be made to the Concept Plan that (i) do not otherwise conflict with the elements listed above
and (ii) ensure compliance with the Zoning Ordinance, and State or Federal laws.
2. Landscaping and screening must be substantially the same (as determined by the Director of
Planning and the Zoning Administrator) as shown on the Concept Plan.
3. All inverters and solar panels must be set back at least one hundred (100) feet from properly lines
and rights -of -way.
4. The applicant must submit a decommissioning and site rehabilitation plan (hereinafter
"Decommissioning Plan") with the building permit application. The Decommissioning Plan must
include the following items:
a. A description of any agreement (e.g. lease) with the landowners regarding decommissioning;
b. The identification of the party currently responsible for decommissioning;
C. The types of panels and material specifications being utilized at the site;
d. Standard procedures for removal of facilities and site rehabilitation, including recompacting
and reseeding;
e. Ain estimate of all costs for the removal and disposal of solar panels, structures, cabling,
electrical components, roads, fencing, and any other associated facilities above ground or up
to thirty-six (36) inches below grade or down to bedrock, whichever is less;
L An estimate of all costs associated with rehabilitation of the site; and
g. Provisions to recycle materials to the maximum extent possible.
The Decommissioning Plan must be prepared by a third -party engineer and approved by both the
party responsible for decommissioning and all landowners subject to the project.'The
Decommissioning Plan is subject to review and approval by the County Attorney and County
Engineer, and must be in a form and style suitable for recordation in the office of the Circuit Court
of the County of Albemarle.
5. Before a grading permit may be issued:
a. The Decommissioning Plan shall be recorded by the applicant in the office of the Circuit
Court of the County of Albemarle; and
b. To guarantee performance of Condition 8, the permittee shall furnish to the County's Zoning
Adm inistrator a certified or official check, a bond with surety satisfactory to the County, or a
letter of credit satisfactory to the County (collectively, the "guarantee'), in an amount
sufficient for, and conditioned upon compliance with Condition 8. The amount of the
guarantee shall be the costs identified in Conditions 4(e) and 4(f), and the amount of the
guarantee must be updated as costs are updated as provided in Condition 6. The type of
guarantee shall be to the satisfaction of the Zoning Administrator and the County Attorney,
6. The Decommissioning Plan and estimated costs must be updated upon (a) change of ownership of
either the property or the project's owner or (b) written request from the Zoning Administrator, but in
any event at least once every five years. The applicant must record any changes or updates to the
Decommissioning Plan in the office of the Circuit Court of the County of Albemarle.
7. The owner must notify the Zoning Administrator in writing within 30 days of any abandonment or
discontinuance of the use.
8. All physical improvements, materials, and equipment (including fencing) related to solar energy
generation, both above ground and underground, must be removed entirely, and the site rehabilitated
as described in the Decommissioning Plan, within 180 days of any abandonment or discontinuance
of the use. Any piece(s) of any underground component(s) must be excavated to a depth of at least
36 inches below the ground surface.
9. If the use, structure, or activity for which this special use permit is issued is not commenced by June
16, 2024, the permit will be deemed abandoned and will thereupon terminate.
10. The facility must comply with all provisions of the Albemarle County Code, including § 18-4.14.
11. Panels may be cleaned only with water and biodegradable cleaning products.
12. No above ground wires are permitted except for those associated with (a) the panels and attached to
the panel support structure and (b) tying into the existing overhead transmission wires.
13. Before activating the site, the applicant must provide training to the Department of Fire Rescue.
This training must include documentation of onsite materials and equipment, proper firefighting and
lifesaving procedures, and material handling procedures.
14. The property owner must grant the Zoning Administrator (or any designees) access to the facility for
inspection purposes within 30 days of any such request.
15. Outdoor lighting for the facility is permitted only during maintenance periods. Regardless of the
lumens emitted, each outdoor lmminaire must be fully shielded as required by Comity Code § 18-
4.17, except for any outdoor lighting required by state or federal law.
16. Plantings for screening must include either (a) a minimum of three species types from the Albemarle
County Recommended Plants List or (b) plantings as may be approved by the County's Agent.
Species must be dispersed throughout the site.
17, Except for passenger vehicles and small utility vehicles, constrrctionhruck traffic may access this
property only from the west and not from Batesville.
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SOURCE: THIS TOPOGRAPHIC SURVEY WAS COMPLETED BY TIMMONS GROUP ON JANUARY \�\� \\� ` •/ ` l l
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THIS SURVEY BASED OFF THE ALTA SURVEY PERFORMED BY THE TIMMONS GROUP DATED /�\ \ P/ ows cE / - JN��i 92 / LEGEND: HATCH LEGEND:
JANUARY 15, 2021 AND STAMPED BY KRISTOPHER L. CAISTER.
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FLAGGING IN THE FIELD. FEATURES IDENTIFIED IN THE FIELD WERE LOCATED USING I — - 4.65' slog so / FLOOD PLAIN • • • • • • • • • • .
SUB —METER BLUETHOOTH GPS TECHNOLOGY. CRITICAL SLOPES SHOWN AS PER COUNTY
OVERLAY AND AS AMENDED PER EXHIBIT ENTITLED "MIDWAY CRITICAL SLOPES EXHIBIT" BY
HEWITT SOLUTIONS, PLLC.
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SURVEY SOURCE AND INFORMATION:
SOURCE: THIS TOPOGRAPHIC SURVEY WAS COMPLETED BY TIMMONS GROUP ON JANUARY
15, 2020.
HORIZONTAL AND VERTICAL DATUM: VA NAD83(NA201 1), VIRGINIA STATE GRID, SOUTH
ZONE. DATUM ESTABLISHED THROUGH LEICA SmartNET GPS OBSERVATION PERFORMED BY
TIMMONS GROUP.
CONTOUR INTERVAL: 2 FT.
THIS SURVEY BASED OFF THE ALTA SURVEY PERFORMED BY THE TIMMONS GROUP DATED
JANUARY 15, 2021 AND STAMPED BY KRISTOPHER L. CAISTER.
WETLAND AND WATERS STUDY WAS PERFORMED BY THE TIMMONS GROUP. WETLAND
BOUNDARY WAS FLAGGED WITH CONSECUTIVELY NUMBERED PINK AND BLACK RIBBON AT
APPROXIMATELY 50 FOOT INTERVALS. FIELD DATA STATIONS WHERE ESTABLISHED WITHIN
CLOSE PROXIMITY TO THE FLAGGED WETLAND BOUNDARY, USING WITHIN 10 TO 20 FEET,
IN ORDER TO DOCUMENT UPLAND AND WETLAND CONDITIONS EXISTING ALONG
JURISDICTIONAL BOUNDARY. FIELD DATA STATIONS WERE LABELED AND MARKED WITH BLUE
FLAGGING IN THE FIELD. FEATURES IDENTIFIED IN THE FIELD WERE LOCATED USING
SUB -METER BLUETHOOTH GPS TECHNOLOGY. CRITICAL SLOPES SHOWN AS PER COUNTY
OVERLAY AND AS AMENDED PER EXHIBIT ENTITLED "MIDWAY CRITICAL SLOPES EXHIBIT" BY
HEWITT SOLUTIONS, PLLC.
LEGEND:
PROPERTY LINE
EXISTING CONTOUR
EXISTING TREELINE
ENVIRONMENTAL BUFFER (COUNTY)
FLOOD PLAIN
HATCH LEGEND:
RIPARIAN AREA'S
CRITICAL SLOPES
WETLANDS - - - -
Z
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LINE TABLE
LINE
BEARING
LENGTH
L1
S54.50'10'E
67.63'
L2
S88.48'22'E
140,81'
L3
S68.34'52'E
138,50'
L4
S28.04'29'E
206.40'
L5
S34.59'51'W
57.61'
L6
S59.25'28'E
21,90'
L7
N84.42'22'E
71.13'
L8
S68.41'32'E
21,93'
L9
S13.29'54'E
17.49'
L10
S25.22'12'E
55.03'
L11
S32.13,07. E
158,69,
L12
S68.53'50'E
71,38'
L13
S54.40'22'E
119.99'
L14
S6.42'32'W
46.65'
L15
S6.52'43'W
66.33'
L16
S30.04'08'E
49.65'
L17
N60.42'40'W
45.01'
L18
S4.12'55'E
20,95'
L19
N81.40'17'W
15.28'
L20
S47.54'39'W
26.48'
L21
S21.44'28'E
111.47'
L22
S82.49'06'W
26.31'
LINE TABLE
LINE
BEARING
LENGTH
L45
S12.30'06'E
32.47'
L46
N77.56'29'E
62.91'
L47
S14.42'22'W
64.05'
L48
S65.14'22-W
47.93'
L49
S48.16'21'E
94.21'
L50
N35.59'25'E
94.04'
L51
N1052'59'E
60.06'
L52
N22.46'51'W
91,23'
L53
N51.00'24-W
61.77'
L54
N12.02'26'E
88.55'
L55
N35.23'16'E
46,11'
L56
S33.41'47'W
188,49'
L57
S42 12 15 W
146,51
L58
N82.44'34'W
36.60'
L59
N67.47'38'W
73.33'
L60
N32.48'11'W
43.07'
L61
N1034'58'W
76.36'
L62
N59 26 31 W
40,34
L63
S76.34'23'W
25.36'
L64
S4.22'03'W
18,85'
L65
S32.16'53'W
124,89'
L66
S51.11'10'W
46.96'
LINE TABLE
LINE
BEARING
LENGTH
L23
S16.19'16'E
89.65'
L24
S83.41'16'W
61.25'
L25
S33'34'25'W
24.64'
L26
S31.33'59-E
48.24'
L27
S1022'58'W
49,19'
L28
N86.12'54'W
42.84'
L29
S9.21'13'W
83.28'
L30
S8'06'10'E
60.80'
L31
S65.36'21'E
97,30'
L32
S12.27'41'E
79.46'
L33
S38.02'15'W
96.73'
L34
S61.21'32'E
110,83'
L35
S61.32'29'W
49.83'
L36
S22.20'08'W
21.02'
L37
S71.32'21'E
161,98'
L38
S9.00'44'E
75,12'
L39
S65.58'11'W
45.86'
L40
S26.50'47'W
90.67'
L41
S18.19'22'W
97.77'
L42
S2.14'39'W
102.89'
L43
N84'06'25'W
70.03'
L44
S52'27'59'W
90.37'
LINE TABLE
LINE
BEARING
LENGTH
L45
S12.30'06'E
32.47'
L46
N77.56'29'E
62.91'
L47
S14.42'22'W
64.05'
L48
S65.14'22-W
47.93'
L49
S48.16'21'E
94.21'
L50
N35.59'25'E
94.04'
L51
N1052'59'E
60.06'
L52
N22.46'51'W
91,23'
L53
N51.00'24-W
61,77'
L54
N12.02'26'E
86.55'
L55
N35.23'16'E
46.11'
L56
S33.41'47'W
188,49'
L57
S42< 12 15 W
146,51'
L58
N82.44'34'W
36.60'
L59
N67.47'38'W
73.33'
L60
N32.48'11'W
43.07'
L61
Nl•34'58'W
78.36'
L62
N59 26 31 W
40,34
L63
S76.34'23'W
25.36'
L64
S4.22'03'W
18,85'
L65
S32.16'53'W
124,89'
L66
S51.11'10'W
46.96'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CH❑RD BEARING
CHORD
C1
277.06'
95.79'
46.38'
19.48'33"
S44.31'35'W
95.31'
C2
171.83'
73.44'
37.29'
24.29'17'
N46.52'02'E
72.88'
C3
233.07'
67.97'
34.23'
16.42'33'
S50.45'25'W
67.73'
C4
1 112.49'
51,39'
1 26.15'
26.10'30-
N55.29'26-E
50.94'
C5
300.00'
170.16'
67.44'
32.29'53'
S52.19'45'W
167,89'
C6
1257.70'
173,56'
66.92'
7.54'24'
S32.07'36'W
173,42'
C7
5470.79'
188,47'
94.24'
1.58'26'
N65.29'54'E
188,46'
C8
463,19'
148.31'
74.80'
18°20'44'
N75.39'30'E
147,68'
C9
400.00'
88.30'
44.33'
12.38'55'
S78.30'24'W
88.12'
N
N
N�
1-1
W
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TMP 85-3
PHILIP C. FELLOWS &
JANE E. FELLOWS, TR.
FELLOWS LIVING TRUST
DB. 3518, PG. 266
a ..
/ \\ \
....
\�\ \ .. .....i.LBE N.":: i
\\ \.�.. \. /L 5 /
TA1P 85C y
WILLM� ��''111:SHALL /
W/ WILLIAM E. MARSHIA 'L:. 'TFE ESTATE V
DB. 751� IjG�
�::
11I
153 333
Feet
SURVEY SOURCE AND INFORMATION:
SOURCE: THIS TOPOGRAPHIC SURVEY WAS COMPLETED BY TIMMONS GROUP ON JANUARY
15, 2020.
HORIZONTAL AND VERTICAL DATUM: VA NAD83(NA201 1), VIRGINIA STATE GRID, SOUTH
ZONE. DATUM ESTABLISHED THROUGH LEICA SmartNET GPS OBSERVATION PERFORMED BY
TIMMONS GROUP.
CONTOUR INTERVAL: 2 FT.
THIS SURVEY BASED OFF THE ALTA SURVEY PERFORMED BY THE TIMMONS GROUP DATED
JANUARY 15, 2021 AND STAMPED BY KRISTOPHER L. CAISTER.
WETLAND AND WATERS STUDY WAS PERFORMED BY THE TIMMONS GROUP. WETLAND
BOUNDARY WAS FLAGGED WITH CONSECUTIVELY NUMBERED PINK AND BLACK RIBBON AT
APPROXIMATELY 50 FOOT INTERVALS. FIELD DATA STATIONS WHERE ESTABLISHED WITHIN
CLOSE PROXIMITY TO THE FLAGGED WETLAND BOUNDARY, USING WITHIN 10 TO 20 FEET,
IN ORDER TO DOCUMENT UPLAND AND WETLAND CONDITIONS EXISTING ALONG
JURISDICTIONAL BOUNDARY. FIELD DATA STATIONS WERE LABELED AND MARKED WITH BLUE
FLAGGING IN THE FIELD. FEATURES IDENTIFIED IN THE FIELD WERE LOCATED USING
SUB -METER BLUETHOOTH GPS TECHNOLOGY. CRITICAL SLOPES SHOWN AS PER COUNTY
OVERLAY AND AS AMENDED PER EXHIBIT ENTITLED "MIDWAY CRITICAL SLOPES EXHIBIT" BY
HEWITT SOLUTIONS, PLLC.
LO(,vU 1
f f /Z
,PERATIV oar 7� j r 2 I
J oZ
Q l� WIRE �v\
LA '790 / / , FENCE p2 /
tx
IRON (f") �{� F y
^
IR0� (F) t t
,S'41 34'03�y
109.6
��✓ �'' w �\�/S N) 'e S 9°25'56"�(--.-,/ M
N
°57'S6� f I ❑NF) �LU
ON (F0\ f Lu
CE2'39'-S41°�'46'E
ON
1�/TMP �1�0T5 WCACANDDY '&
YP.,ANIRON (F) j0
FENIRONO�
. . . �
�Z / I
DIANrG. 8 ANGLER
DB. 282, PG`. 21-
�2�- �.� ,
�..... , 15" CMP
• :::::: �` INV = 743.9¢'
r. lRE I
FENCE f / / DONALDMN ANDERSON JR
1 CM'P 74O I r S i REVOCABLE TRUST
/. 742.0 Nam/ DB. 3531, PG. 598
...... >;;:::: r r I
� /TMP 85-148
"" ' • " CMP F�' �KE�N L. WINSTEAD AND \
I/N17f\� DEBRA E. WINSTEAD
DB. 5175, PG. 351 \
�3 �_:.•;•• ..;�,......_... - STREAM ! ECNCE
i 5 i•'r'.: CMP S66°29'07'W
77,17'
TMP 85-4D
~ <I --- C8 pFtE RO PATTI LOU RIKER
........ - S� DB. 1428, PG. 364
-G9� 4° 52,W GRP�C' MEND
CMP 53,62' r FpSE /
.. {:; �7 ......... '10'57'W INV. = 695.49' R� p fa
4.65'�c E
c
/
3
LEGEND:
PROPERTY LINE
EXISTING CONTOUR
EXISTING TREELINE
ENVIRONMENTAL BUFFER (COUNTY)
FLOOD PLAIN
. . . . . . . . . . . .
HATCH LEGEND:
RIPARIAN AREA'S
CRITICAL SLOPES
WETLANDS
LINE TABLE
LINE
BEARING
LENGTH
L1
S54°50'10'E
67.63'
L2
S88°48'22'E
140,81'
L3
S68°34'52'E
138,50'
L4
S28°04'29'E
206.40'
L5
S34°59'51'W
57.61'
L6
S59°25'28'E
21,90'
L7
N84°42'22'E
71.13'
L8
S68441'32'E
21,93'
L9
S13°29'54'E
17.49'
L10
S25022'12'E
55.03'
Lll
S32013'07'E
158,69'
L12
S68°53'50'E
71,38'
L13
S54°40'22'E
119.99'
L14
S6°42'32'W
46.65'
L15
S6°52'43'W
66.33'
L16
S30°04'08'E
49.65'
L17
N60°42'40'W
45.01'
L18
S4012'55'E
20,95'
L19
N81°40'17'W
15.28'
L20
S47°54'39'W
26.48'
L21
S21°44'28'E
111.47'
L22
S82°49'06'W
26.31'
LINE TABLE
LINE
BEARING
LENGTH
L45
S12030'06'E
32.47'
L46
N77056'29'E
62.91'
L47
S14°42'22'W
64.05'
L48
S65014'22'W
47.93'
L49
S48016'21'E
94.21'
L50
N35059'25'E
94.04'
L51
N1052'59'E
60.06'
L52
N22046'51'W
91,23'
L53
N51000'24'W
61.77'
L54
N12002'26'E
88.55'
L55
N35023'16'E
46,11'
L56
S33041'47'W
188,49'
L57
S42012'15'W
146.51'
L58
N82044'34'W
36.60'
L59
N67047'38'W
73.33'
L60
N32448'11'W
43.07'
L61
N1034'58'W
76.36'
L62
N59026'31'W
40.34'
L63
S76034'23'W
25.36'
L64
S4022'03'W
18,85'
L65
S32016'53'W
124,89'
L66
S51°11'10"W
46,96'
LINE TABLE
LINE
BEARING
LENGTH
L23
S16019'16'E
89.65'
L24
S83041'16'W
61.25'
L25
S33°34'25'W
24.64'
L26
S31°33'59'E
48.24'
L27
S1022'58'W
49,19'
L28
N86°12'54'W
42.84'
L29
S9021'13'W
83.28'
L30
S8°06'10'E
60.80'
L31
S65036'21'E
97,30'
L32
S12°27'41'E
79.46'
L33
S38°02'15'W
96.73'
L34
S61°21'32'E
110,83'
L35
S61032'29'W
49.83'
L36
S22°20'08'W
21.02'
L37
S71°32'21'E
161,98'
L38
S9000'44'E
75,12'
L39
S65058'11'W
45.86'
L40
S26°50'47'W
90.67'
L41
S18°19'22'W
97.77'
L42
S2°14'39'W
102.89'
L43
N84°06'25'W
70.03'
L44
S52°27'59'W
90.37'
LINE TABLE
LINE
BEARING
LENGTH
L45
S12030'06'E
32.47'
L46
N77056'29'E
62.91'
L47
S14°42'22'W
64.05'
L48
S65014'22'W
47.93'
L49
S48016'21'E
94.21'
L50
N35059'25'E
94.04'
L51
N1052'59'E
60.06'
L52
N22046'51'W
91,23'
L53
N51000'24'W
61,77'
L54
N12002'26'E
86.55'
L55
N35023'16'E
46.11'
L56
S33041'47'W
188,49'
L57
S42°12'15'W
146.51'
L58
N82044'34'W
36.60'
L59
N67047'38'W
73.33'
L60
N32°48'11'W
43.07'
L61
Nl°34'58'W
78.36'
L62
N59026'31'W
40.34'
L63
S76034'23'W
25.36'
L64
S4022'03'W
18,85'
L65
S32016'53'W
124,89'
L66
S51411'10'W
46.96'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CH❑RD BEARING
CHORD
C1
277.06'
95.79'
46.38'
19°48'33"
S44°31'35'W
95.31'
C2
171.83'
73.44'
37.29'
24029'17'
N46°52'02'E
72.88'
C3
233.07'
67.97'
34.23'
16°42'33"
S50045'25'W
67.73'
C4
112.49'
51,39'
26.15'
26°10'30'
N55°29'26'E
50.94'
C5
300.00'
170.16'
67.44'
32029'53'
S52°19'45'W
167,89'
C6
1257.70'
173,56'
66.92'
7°54'24'
S32°07'36'W
173,42'
C7
5470.79'
188,47'
94.24'
1°58'26'
N65°29'54'E
188,46'
C8
463,19'
148.31'
74.80'
18°20'44'
N75°39'30'E
147,68'
C9
400.00'
88.30'
44.33'
12°38'55"
S78°30'24'W
88.12'
N
N
\
\
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(F)
TMP 85-18B
o Z DIANE M. KENNEDY,
W/RE� \ CAROLYN M. GRAVES
FENCE W/ BETTY JEAN MAWYER
LIFE ESTATE
DB. 4426, PG. 568
zl o PRESUMED LOCTION r�
UNSPECIFIED IWIDTH
/ l EASEMENT Fop THE r 1
CHESAPEAKEAND P�TOMAd !!! �\ ✓ 9 °ha
�� r l TELEPHONE COMPAl9Y // 1
UNRECORD D INS7UMENT, l S \°
/ % l ,q,2D/, 62 f { j f f tiA
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J \/ \
j / �� / )/ / f ONO
rr �
J r I
J� IRON (S)
Z 4
rj
\+
N J
WIRE \ \
FENCE \ \
N AT
rso` l ` ` 303�.86� \ S,s TMP 85-18B3
CAROLYN D. GRAVES
DB. 1179, PG. 484
'9fBUF4 .• I�N CF AT '
ALB MA LE 573.90'
/ l /::::: / ��r TAP EY85-33
LUMBER
LOQU ° f f J r ( r ��J // C1 R A YANCEY LUMBER
r 1O N5�3 4'3 W N / f f / / / • °/ F ./ �/ DBCO57, PG.
4 6 47 24" CMP
I O \ 6 � INV.=X63.35' +��' S34037'18'W
2 DN F) ^ ' / / r .. / 1 43.40'
WIRE-�jf�/.jam /•• / ',� .c2 1
FENCE / / �/ \y, r--__WIRE ✓ �" fENCFENCE,(I 000,
/r
f l J / 4- CMP . • 24" CUP
1:• INV,667.68' C4 o C3 ° WV664. 2'
/ 1 rr %E :::::::... }; r S59 06 40 W
1 KIRIRDN EF) f X y6 . f . .:.. :.:. / . J p r 50.66' 1
✓ % :�r S42°24'08'W 1
�� J c'�, f •� .::":::. 34.42'
fj 24" CMP 1
�.r' C5 S68°34'41.WINV. = 668.59'
;, 25,67
l y
r�/, D✓ 1� t � / / � 1 � / ( l WI�E�"f� ••'G''.......:::•
3 25 56 5< / MARKR. 8 ETIN� &) l / �FENcE S36°04'49'W
J a1z /f�I j 11 {
.67' / .y/ �, 1 DB! l,2149, PG/ 156 1 f ::.� " 7'� 49,79'
C6 TMP 85-15
SHELTON L. ROOT III OR
R6� Sg� r SHARON A ROOT
Yp . lr� f DB. 800, PG. 332
-rV)i J / / C
o° z / f Z AT 14,6 S28°10'24'W
/ j 1/ r 1 ��i l a ( �/ 11.62'
35-16A
LEGEND: HATCH LEGEND:
PROPERTY LINE - - RIPARIAN AREA'S
EXISTING CONTOUR -
EXISTING TREELINE CRITICAL SLOPES
ENVIRONMENTAL BUFFER (COUNTY) •• WETLANDS I I I I I
I
FLOOD PLAIN ••••••••••
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
Cl
277.06'
95.79'
46.38'
19°48'33'
S44°31'35'W
95.31'
C2
171.83'
73.44'
37.29'
24°29'17'
N46°52'02'E
72.88'
C3
233.07'
67.97'
34.23'
16*42'33'
S50045'25'W
67.73'
C4
112.49'
51,39'
26.15'
26°10'30'
N55°29'26'E
50.94'
C5
300.00'
170.16'
67.44'
32029'53'
S52°19'45'W
167,89'
C6
1257.70'
173,56'
66.92'
7°54'24'
S32°07'36'W
173,42'
C7
5470.79'
188.47'
94.24'
1°58'26'
N65°29'54'E
188,46'
C8
j 463.19'
j 148.31'
74.80'
18'20'44'
j N75°39'30'E
j 147,68'
C9
400.00'
88.30'
44.33'
12°38'55'
S78030'24'W
88.12'
LINE TABLE
LINE
BEARING
LENGTH
L1
S54°50'10'E
67.63'
L2
S88°48'22'E
140,81'
L3
S68°34'52'E
138,50'
L4
S28°04'29'E
206.40'
L5
S34°59'51'W
57.61'
L6
S59°25'28'E
21,90'
L7
N84°42'22'E
71.13'
L8
S68441'32'E
21,93'
L9
S13°29'54'E
17.49'
L10
S25022'12'E
55.03'
Lll
S32013'07'E
158,69'
L12
S68°53'50'E
71,38'
L13
S54°40'22'E
119.99'
L14
S6°42'32'W
46.65'
L15
S6°52'43'W
66.33'
L16
S30°04'08'E
49.65'
L17
N60°42'40'W
45.01'
L18
S4012'55'E
20,95'
L19
N81°40'17'W
15.28'
L20
S47°54'39'W
26.48'
L21
S21°44'28'E
111.47'
L22
S82°49'06'W
26.31'
LINE TABLE
LINE
BEARING
LENGTH
L45
S12030'06'E
32.47'
L46
N77056'29'E
62.91'
L47
S14°42'22'W
64.05'
L48
S65014'22'W
47.93'
L49
S48016'21'E
94.21'
L50
N35059'25'E
94.04'
L51
N1052'59'E
60.06'
L52
N22046'51'W
91,23'
L53
N51000'24'W
61.77'
L54
N12002'26'E
88.55'
L55
N35023'16'E
46,11'
L56
S33041'47'W
188,49'
L57
S42012'15'W
146.51'
L58
N82044'34'W
36.60'
L59
N67047'38'W
73.33'
L60
N32448'11'W
43.07'
L61
N1034'58'W
76.36'
L62
N59026'31'W
40.34'
L63
S76034'23'W
25.36'
L64
S4022'03'W
18,85'
L65
S32016'53'W
124,89'
L66
S51°11'10'W
46.96'
LINE TABLE
LINE
BEARING
LENGTH
L23
S16019'16'E
89.65'
L24
S83041'16'W
61.25'
L25
S33°34'25'W
24.64'
L26
S31°33'59'E
48.24'
L27
S1022'58'W
49,19'
L28
N86°12'54'W
42.84'
L29
S9021'13'W
83.28'
L30
S8°06'10'E
60.80'
L31
S65036'21'E
97,30'
L32
S12°27'41'E
79.46'
L33
S38°02'15'W
96.73'
L34
S61°21'32'E
110,83'
L35
S61032'29'W
49.83'
L36
S22°20'08'W
21.02'
L37
S71°32'21'E
161,98'
L38
S9000'44'E
75,12'
L39
S65058'11'W
45.86'
L40
S26°50'47'W
90.67'
L41
S18°19'22'W
97.77'
L42
S2°14'39'W
102.89'
L43
N84°06'25'W
70.03'
L44
S52°27'59'W
90.37'
LINE TABLE
LINE
BEARING
LENGTH
L45
S12030'06'E
32.47'
L46
N77056'29'E
62.91'
L47
S14°42'22'W
64.05'
L48
S65014'22'W
47,93'
L49
S48016'21'E
94.21'
L50
N35059'25'E
94.04'
L51
N1052'59'E
60.06'
L52
N22046'51'W
91,23'
L53
N51000'24'W
61,77'
L54
N12002'26'E
86.55'
L55
N35023'16'E
46.11'
L56
S33041'47'W
188,49'
L57
S42°12'15'W
146.51'
L58
N82044'34'W
36.60'
L59
N67047'38'W
73.33'
L60
N32°48'11'W
43.07'
L61
Nl°34'58'W
78.36'
L62
N59026'31'W
40.34'
L63
S76034'23'W
25.36'
L64
S4022'03'W
18,85'
L65
S32016'53'W
124,89'
L66
S51411'10'W
46.96'
SURVEY SOURCE AND INFORMATION:
SOURCE: THIS TOPOGRAPHIC SURVEY WAS COMPLETED BY TIMMONS GROUP ON JANUARY
15, 2020.
HORIZONTAL AND VERTICAL DATUM: VA NAD83(NA201 1), VIRGINIA STATE GRID, SOUTH
ZONE. DATUM ESTABLISHED THROUGH LEICA SmortNET GPS OBSERVATION PERFORMED BY
TIMMONS GROUP.
CONTOUR INTERVAL: 2 FT.
THIS SURVEY BASED OFF THE ALTA SURVEY PERFORMED BY THE TIMMONS GROUP DATED
JANUARY 15, 2021 AND STAMPED BY KRISTOPHER L. CAISTER.
WETLAND AND WATERS STUDY WAS PERFORMED BY THE TIMMONS GROUP. WETLAND
BOUNDARY WAS FLAGGED WITH CONSECUTIVELY NUMBERED PINK AND BLACK RIBBON AT
APPROXIMATELY 50 FOOT INTERVALS. FIELD DATA STATIONS WHERE ESTABLISHED WITHIN
CLOSE PROXIMITY TO THE FLAGGED WETLAND BOUNDARY, USING WITHIN 10 TO 20 FEET,
IN ORDER TO DOCUMENT UPLAND AND WETLAND CONDITIONS EXISTING ALONG
JURISDICTIONAL BOUNDARY. FIELD DATA STATIONS WERE LABELED AND MARKED WITH BLUE
FLAGGING IN THE FIELD. FEATURES IDENTIFIED IN THE FIELD WERE LOCATED USING
SUB -METER BLUETHOOTH GPS TECHNOLOGY. CRITICAL SLOPES SHOWN AS PER COUNTY
OVERLAY AND AS AMENDED PER EXHIBIT ENTITLED "MIDWAY CRITICAL SLOPES EXHIBIT" BY
HEWITT SOLUTIONS, PLLC.
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1.
PROPOSED TREELINE
2.
ENVIRONMENTAL BUFFER (COUNTY)
3.
PROPOSED EQUIPMENT PAD
4.
PROPOSED ACCESS ROAD
5.
PROPOSED CHAIN LINK FENCE
6.
100' SOLAR EQUIPMENT SETBACK
7.
PROPOSED BUILDABLE AREA LINE
8.
PROPOSED 20' LANDSCAPE BUFFER
9.
CRITICAL SLOPE BOUNDARY (COUNTY)
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10.
PROPOSED TEMP. LAYDOWN AREA
11.
PROPOSED UNDERGROUND ELEC. LINE
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Page 6H-14 September 2019
Typical Traffic Control
Stationary Operation on a Shoulder
�Flgure TTC4.2)
NOTES
Standard
1. For long-term stationary work (more than 3 days) on divided highways having a median wider than
8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD
(W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-51IR), RIGHT SHOULDER CLOSED
(W21-5alk)% even though only one shoulder is being closed. For operations less than 3 days in
duration, sign assemblies will only be required on the side where the shoulder is being closed.
Guidance
2. Sign spacing should be 1300W500' for Limited Access highways. For all other roadways, the sign
spacing should be 50W--800' where the posted speed limit is greater than 45 mph, and 350'-500' where
the posted speed limit is 45 mph or less.
Option:
3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers
emerging from that roadway will encounter another advance warning slim prior to this activity area.
4. For short duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated
if a vehicle with activated hi -intensity amber rotating, flashing, or' oscillating lights is used.
Standard:
5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber
rotating, flashing, or) oscillating lights. Vehicle hazard warning signals can be used to supplement
high -intensity amber rotating, flashing, or) oscillating, lights.
6. Taper length (L) shall be at the following:
Tape Length
L
Speed
Limit
mph
Lane
Width
Feet
Remarks]
Speed
Limit
mph
Lane
Width
(Feet)
Remarks
9
10
11
12
9
10
11
12
25
95
105
115
125
L=S2W/60
50
450
500
550
600
L=SW
30
135
150
165
180
L=S2tN/60
55
495
550
605
660
L= SW
35
185
205
225
245
L=S2W/60
60
540
600
660
720
L=SW
40
240
270
295
320
L=S W160
65
585
650
715
780
L=SW
45
405
450
495
540
L=SW
70
630
700
770
840
L=SW
Limited Access highways shall use a 1000' merging taper regardless of the posted speed, for shifting
taper see Table 6H.22
Shoulder Taper ='/, L Minimum
7. Channclizinia device spacing shall be at the following:
Channelizing Device Spacing
Location
Spacing
Speed Limit
(mph)
Location
Spacing
Speed Limit
m h
Location Spacing
Speed Limit
(mph)
0-35 36 +
0-35 36 +
0 -35 36 +
Transition
20' 40'
Travelwa
40' 80'
'Construction Access
80' 120'
'Construction access spacing may be increased to this distance, but shall not exceed one access per % mile.
8. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be
used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain
within the traveled way.
9. The buffer space length shall be as shown in Table 611-3 on Page 611-5 for the posted speed limit.
10. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access
highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for
operations with a duration greater than 60 minutes.
11. When a side road intersects the highway within the temporary traffic control zone, additional traffic
control devices shall be placed as needed.
1: Revision 1- 4/1/2015
2: Revision 2 - 9/1/2019
September 2019
Stationary Operation on a Shoulder
(Figure TTC4.2)
w
m
0
IL
0
0
U
J
U
0
3
RIGHT
SHOULDER �millis
CLOSED
RIGHT
SHOULDER
CLOSED
AHEAD
ROAD
WORK -�_islliii
I
1: Revision 1- 4/1/2015
2: Revision 2 - 9/1/2019
a
Page 6H-15
® G20-2 (V)
500' +
80' - 120'
SHADOW VEHICLE
REQUIRED
i TMA REQUIREMENT SEE NOTE 10
ILLUMINATED FLASHING
AMBER (CAUTION MODE)
0 SEE NOTE 9 TYPE B OR C
•
O
O
O SEE NOTE 6
O CHANNELIZING
DEVICES SPACING
SEE NOTE 7
SEE NOTE 2
RIGHT
mil 6-w SHOULDER W21-5aR
CLOSED
SEE NOTE 2
RIGHT
SHOULDER
CLOSED W21-5bR
AHEAD
SEE NOTE 2
ROAD
WORK W20-1
AHEAD
Page 6H-54
Typical Traffic Control
Lane Closure on a Two -Lane Roadway Using Flaggers
(Figure TTC-23.2)
NOTE
September 2019
Guidance:
1. Sign spacing distance should be 35W--500' where the posted speed limit is 45 mph or less, and 50W-800'
where the posted speed limit is greater than 45 mph.
2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight
distance in advance of the,llagger station and transition, based on the posted speed limit and at least
equal to or greater than the values in Table 611--3. Generally speaking, motorists should have a clear line
ofsight from the graphic flagger symbol sign to the flagger.
3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum time
motorists should be stopped at a flagger station is 8 minutes for high volume roadways (average daily
traffic of 500 or more vehicles per day) to a maximum of 12 minutes for low volume roadways (less than
500 vehicles per day). For additional information see Section 6E.07.2
Standard:
4. Portable Temporary Rumle Strips (PTRS) shall be used as noted in Section 6F.99.2
5. Flagging stations shall be located far enough in advance of the work space to permit approaching
traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for
departing traffic in the left lane to return to the right lane before reaching opposing traffic (see
Table 611-3 on Page 611-5).
6. All flaggers shall be state certified and have their certification card in their possession when
performing flagging duties (see Section 6E.01, Qualifications for Flaggers).
7. Cone spacing shall be based on the posted speed and the values in Table 6114 on Page 611-6.'
8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall
be parked 80'-120' in advance of the first work crew.
Option:
8. A SLOW (W21-V 10) sigri2may be required in this area to give advance warning of the operation ahead
by slowing approaching traffic prior to reaching the flagger station or queued traffic.
Guidance:
9. If the queue of traffic reaches the BE PREPARED TO STOP (W34) sign then the signs, and if used the
PTRS' should be readjusted at greater distances.
10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that
queues resulting from the lane closure might extend through the highway -rail grade crossing, the
temporary triffic control zone should be extended so that the transition area precedes the highway -rail
crossing (see Figure TTC-56 for additional information on highway -rail crossings).
Standard:
11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08).
Option:
12. Cones may be eliminated when usingilot vehicle operation or when the total roadway width is 20 feet
or less.
13. For low -volume situations with short work zones on straight roadways where the fla eer is visible to road
Standard:)
14. When used', three portable temporary rumble (PTRS) strips shall be installed across the entire
travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble
strips shall be monitored and adjusted as necessary during the work shift to ensure proper
placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20-
V26) sign shall also be utilized.
1: Revision 1- 4/1/2015
2: Revision 2 - 9/1/2019
September 2019
Lane Closure on a Two -Lane Roadway Using Flaggers
(Figure TTC-23.2)
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r4ll'-
ED/STATUTORY SPEED LIMIT
0 MPH 10 FEET
55 MPH 15 FEET
55 MPH 20 FEET
PTRS
SEE NOTE 4
+ COS
ROADWAY
CENTER LINE
PTRS
SEE NOTE 4 & 14
1: Revision 1- 4/1/2015
2: Revision 2 - 9/1/2019
G20-2 (V)
500 ±
50' -100,
BUFFER
SEE TABLE 6H-3
W-120
SHADOW VEHICLE
REQUIRED
TBUFFER
EE TABLE 6H-3
50' - 100'
FLAGGER STATION
SEE NOTES 2, 3, 5 & 6
Page 6H-55
W20-7
W3-4
SEE NOTE 10
W20-V26
SEE NOTE 15
W20-4
W20-1
op
3\ R2B 0, i / GRP\GS
1
all Appendix F
Moderate Volume Commercial Entrance Design along Highways with Shoulders
MODERATE VOLUME COMMERCIAL ENTRANCE DESIGN
ALONG HIGHWAYS WITH SHOULDERS
Site Requirements For This Design
Maximum Highway VPD: 5,000
Maximum Entrance VPD : 200
Maximum Entrance VPD
Truck Trips: 10%
SINGLE TWO - WAY ENTRANCE
Limits of Parking Lot
0 20 40
Feet
ENTRANCE LAYOUT PLAN
LETTER
SYMBOL DIMENSIONS
C 25' Minimum
U * 25' Minimum. Curb and Gutter
or Curbing Is not required.
30' Min. radius required when
channelization Island is used.
W* 18' Minimum
30' Maximum
Y * 90" Prefered
60' Minimum
it For Subdivision Streets and Alleys, radii,
width and angle should be in accordance
with Subdivision Street Design Guide in
the Road Design Manual, Appendix B.
Notes:
Entrance details shown on this sheet may
be modified to meet specific site requirements
as directed or approved by the Engineer at the
Residency or District, when baseonsound
engineering principles.
FIGURE 4-15 MODERATE VOLUME COMMERCIAL ENTRANCE DESIGN ALONG HIGHWAYS WITH SHOULDERS'
Note: All entrance design and construction shall accommodate pedestrian and bicycle users of the highway in accordance
with the Commonwealth Transportation Board's "Policy for Integrating Bicycle and Pedestrian Accommodations".
Rev. 7/12
WP-2
TACK COAT THE PROPOSED
CONSTRUCTION JOINT
EXISTING ASPHALT LAYERS
------------------
EXISTING SUBBASE
EDGE OF EXISING PAVEMENT
(S DETERMINED IN FIELD)
PROPOSED ASPHALT LAYERS
PROPOSED SUBBASE
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 11/, NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
: MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY11 AE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(e) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(o) OF THE
SPECIFICATIONS.
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE
303.02
ASPHALT PAVEMENT WIDENING
FOR WIDENING SUBJECT TO TRAFFIC
VIRGINIA DEPARTMENT OF TRANSPORTATION
315
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Pond Structure Table (S) POND OUTFALL
Structure Name
DESCRIPTION
RIM
PIPES IN
PIPES OUT
S301
48" RISER STRUCTURE
RIM = 706.00
P300, INV OUT = 702.00
S302
VDOT ES-1
P300, INV IN = 701.00
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Pond Outfall Pipe Table (P)
PIPE ID
SIZE
LENGTH(L F)
MATERIAL
Slope
P300
24"
42.02
CORRUGATED HDPE PIPE
2.3%
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Pond Structure Table (S) POND OUTFALL
Structure Name
DESCRIPTION
RIM
PIPES IN
PIPES OUT
5501
48" RISER STRUCTURE
RIM = 692.00
P500, INV OUT = 688.00
S502
VDOT ES-1
P500, INV IN = 684.70
S601
48" RISER STRUCTURE
RIM = 727.50
P600, INV OUT = 724.00
S602
VDOT ES-1
P600, INV IN = 716.82
Pond Outfoll Pipe Table (P)
PIPE ID
SIZE
LENGTH
(L.F.)
MATERIAL
Slope
P500
24"
44.10
CORRUGATED HDPE PIPE
6.9%
P600
24"
48.17
CORRUGATED HDPE PIPE
14.0%
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Pond Structure Table (S) POND OUTFALL
Structure Name
DESCRIPTION
RIM
PIPES IN
PIPES OUT
S101
48" RISER STRUCTURE
RIM = 711.11
P100, INV OUT = 705.90
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VDOT ES-1
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Pond Outfall Pipe Table (P)
PIPE ID
SIZE
LENGTH (L.F.)
MATERIAL
Slope
P100
18
51.95
CORRUGATED HDPE PIPE
14.8%
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Pond Structure Table (S) POND OUTFALL
Structure Name
DESCRIPTION
RIM
PIPES IN
PIPES OUT
S701
48" RISER STRUCTURE
RIM = 713.32
P700, INV OUT = 708.00
S702
VDOT ES-1
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S801
48" RISER STRUCTURE
RIM = 707.52
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S802
VDOT ES-1
P800, INV IN = 700.27
Pond Outfall Pipe Table (P)
PIPE ID
SIZE
LENGTH (L.F.)
MATERIAL
Slope
P700
36"
38.46
CORRUGATED HOPE PIPE
1.0%
P800
24"
36.73
CORRUGATED HOPE PIPE
9.2%
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Pond Structure Table (S) POND OUTFALL
Structure Name
DESCRIPTION
RIM
PIPES IN
PIPES OUT
S901
48" RISER STRUCTURE
RIM = 717.58
P900, INV OUT = 712.00
S902
VDOT ES-1
P900, INV IN = 710.00
Pond Outfall Pipe Table (P)
LENGTH
PIPE ID
SIZE
(L.F.)
MATERIAL
Slope
P900
36"
42.60
CORRUGATED HDPE PIPE
4.5%
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