20240771 Ver 1_More Info Received_20240803 (2)

PROGRESS PLOT DATE: 07/12/2024
Ftl(; iL
SITE INFORMATION:
LOCATION:
COUNTY:
PARENT PIN:
DB/PG:
ZONING:
SITE ACREAGE:
HWY 258 COMMERCIAL:
GUM BRANCH COMMERCIAL 1:
GUM BRANCH COMMERCIAL 2:
FUTURE MULTI FAMILY :
RESIDENTIAL SUBDIVISION:_
LAND CLASS:
ANDS HIGH SCHOOL SUBDIVISION
PROPOSED WETLAND / STREAM
RICHLANDS HWY
ONSLOW
71391, 071393, 026128
2803/903, 3583/440
R6, R8
8,320,838 SF (191.02 AC)
452,100 SF (46.00 AC)
495,535 SF (11.38 AC)
518,593 SF (11.91 AC)
676,489 SF (15.53 AC)
6,178,081 SF (141.83 AC)
RESIDENTIAL
MINIMUM BUILDING SETBACKS (PDR) (TO BE SHOWN AT FINAL PLAT):
RESDENTIAL - 6 RESDENTIAL - 8 TOWNHOME
FRONT YARD:
25'
30'
25'
SIDE YARD:
8'
8'
N/A
REAR YARD:
10,
15,
10,
CORNER YARD:
25'
30'
N/A
RIGHT OF WAY & OTHER AREAS:
NATURAL WETLANDS:
1,392,046 SF (31.96 AC)
LOT ACREAGE:
PROPOSED DENSITY:
1.82 DU/AC
SINGLE FAMILY:
TOWNHOME:
TOTAL NUMBER PROPOSED LOTS:
211
128
MINIMUM PROPOSED LOT SIZE:
7,200 SF
1,760 SF
MAXIMUM PROPOSED LOT SIZE:
18,195 SF (LOT 129) 1,900 SF
AVERAGE PROPOSED LOT SIZE:
8,998 SF
1,812 SF
MINIMUM ALLOWABLE LOT WIDTH:
60'
20'
MINIMUM PROPOSED LOT WIDTH:
60'
20'
LOT TYPE BREAKDOWN:
TOWNHOME 20' WIDTH (20'X100') (3 BEDROOMS):
TOWNHOME 20' WIDTH (20'X100') (2 BEDROOMS):
SINGLE FAMILY 60' WIDTH (60'X120'):
SINGLE FAMILY 67' WIDTH (67'X120'):
OPEN SPACE BREAKDOWN
PROPERTY BOUNDARY:
REQUIRED OPEN SPACE:
COMMON OPEN SPACE:
PRESERVED OPEN SPACE:
TOTAL PROVIDED OPEN SPACE
IMPERVIOUS AREAS:
HWY 258 COMMERCIAL:
PARKING SPACES PROVIDED
ROADWAYS / PARKING ON -SITE
SIDEWALK:
BUILDING:
RESIDENTIAL:
PARKING SPACES PROVIDED:
ROADWAYS / PARKING ON -SITE:
SIDEWALK:
20' LOTS (2,000 SF/LOT):
60' LOTS (2,400 SF/LOT):
67' LOTS (2,680 SF/LOT):
PUMP STATION:
TOTAL ON -SITE IMPERVIOUS AREA:
TOTAL ON -SITE IMPERVIOUS PERCENT
UTILITY DEMANDS:
SEWAGE USAGE:
WATER USAGE:
STREET TYPE SUMMARY
52 LOTS
76 LOTS
79 LOTS
132 LOTS
8,320,838 SF (191.02 AC)
9.55 AC
1,912,933 SF (43.91 AC)
1,419149 SF (32.58 AC)
3,332,082 SF (76.49 AC)
148 SPACES
169,976 SF(3.90 AC)
1,953 SF (0.04 AC)
30,256 SF (0.69 AC)
221 SPACES
664,828 SF(15.26 AC)
_116,077 SF (2.66 AC)
231,958 SF (5.33 AC)
_189,600 SF (4,35 AC)
353,760 SF (8.12 AC)
10,713 SF (0.25 AC)
1,769,121 SF (40.61 AC)
21.26%
122,040 GPD
360 GPD/UNIT X 339 UNITS
122,400 GPD
360 GPD/UNIT X 340 UNITS
35' PRIVATE ROW SECTION:
645 LF
50' PRIVATE ROW SECTION:
337 LF
60' PRIVATE ROW SECTION:
1,599 LF
ALLEY SECTION:
937 LF
50' PUBLIC ROW SECTION:
6,173 LF
60' PUBLIC ROW SECTION:
9,240 LF
70' PUBLIC ROW SECTION:
505 LF
80' PUBLIC ROW SECTION:
281 LF
FIRMS MAP
3720443100K,
EFFECTIVE DATE 06/19/2020
IMPACTS
E POINT ST
F�J I I
SYLVESTER ST 7
\ I \ NORWOOD BAYSDEN ST
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\ SQUIRE'S RUN
WOODSON ST \
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In
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SQUIRE'S RUN
g j
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0
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2
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VICINITY MAP
1" =1000'
SHEET INDEX
01
E-01
COVER SHEET
02
E-02
EXISTING CONDITIONS PLAN
03
E-03
OVERALL IMPACT MAP LOCATIONS
04
E-04
MAP LOCATION AREA 1 - WATER OF THE US IMPACTS
05
E-05
MAP LOCATION AREA 1 - CULVERT IMPACT
06
E-06
MAP LOCATION AREA 2 - WETLAND IMPACTS
07
E-07
MAP LOCATION AREA 2 - SEWER IMPACTS
08
E-08
MAP LOCATION AREA 3 - WETLAND IMPACTS
09
E-09
MAP LOCATION AREA 4 - WATER OF THE US IMPACTS
10
E-10
MAP LOCATION AREA 4 - CULVERT IMPACT
11
E-11
MAP LOCATION AREA 5 - STREAM IMPACTS
12
E-12
MAP LOCATION AREA 5 - CULVERT IMPACT
13
E-13
MAP LOCATION AREA 6 - WATER OF THE US IMPACTS
14
E-14
MAP LOCATION AREA 6 - CULVERT IMPACT
15
E-15
MAP LOCATION AREA 7 -WATER OF THE US IMPACTS
16
E-16
MAP LOCATION AREA 8 -WATER OF THE US IMPACTS
rilA/ AI G R
MGA PROPOERTIES INC
7324 SIEMAN RD
WENDELL, NC 27591
CAMERON ROBERT & JERRY GOWER & JERRI
MILLER JO & TAMMY BUTLER
742 MCKNIGHT DR STE 213
KNIGHDALE, NC 27545-7764
SURVEYOR:
ESP ASSOCIATES, INC
211 RACINE DRIVE, SUITE 101
WILMINGTON, NORTH CAROLINA 28403
910-444-3899
CONTACT: www.espassociates.com
CIVIL ENGINEERING:
STRONG ROCK ENGINEERING GROUP, PLLC
305 CHURCH AT NORTH HILLS STREET, SUITE
1110 RALEIGH, NC 27609
COMPANY LICENSE #: P-2166
CONTACT: [e-mail]
984.200.1932 (0)
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THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
E-01
01 OF 16

PROGRESS PLOT DATE: 07/12/2024
C/L SQUIRE'S RUN "A" TO "B"
..
1
MASTER PLAN BOUNDARY
PROPOSED PROPERTY LINE
EXISTING STREAM
EXISTING ADJOINER PROPERTY LINE
5'CONTOUR
1'CONTOUR
EXISTING DITCH
EASEMENT LINE / R/W
EXISTING EDGE OF PAVEMENT
EXISTING ROADWAY
FLOOD ZONE "AE (EL. 24.3)"
0.2% FLOOD HAZARD ZONE
FLOODWAY
-WILD - - -
_ _ _ _ _ _ _ EXISTING WETLAND
WTLD
�zz�//� (NON STREAM] JURISDICTIONAL(WATERS OF THE U.S.)
NAVYFEDERAL
CREDIT UNION
PIN:443102571127
D.B/PG: 4716/909
MCDONALDS USA LLC
PIN:443102561909
D.B/PG: 3787/932
TAWJE LLC
PIN:443102560870
D.B/PG: 5929/968
BROWN LEON G & JUDITH R
PIN:443102561526
D.B/PG: 1678/5
JAMES & MARGARET FISHER FIELD
PIN NO. 007625 TIE LINE
DB 3442, PG 944 MNF , S 49°52'53" E
/ 231.27'
LAWYER BRYANT ESTATE E.POINT ST �\ / RR IRON 0 WOODED
PIN NO. 003265 \ r @204.50' x
DB 158, PG 297 `\� D
"CP" C/L m
N 83°03'49" E m
1875.18' N 38°01'45" E 0
HARRISON & ANNIE BELL WHITE ` 234.84' y
PIN NO. 028605 ..,
S 50 44 48 E
DB 949, PG 230 ♦ Ccc,� \ 66.02'
KEVIN WHITFIELD E R
PIN NO. 028669 h����o 1 �� S9 S9��
DB 4589, PG 95 "b. Co I 6' Sj., t z M� Co. \ 79,
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266
JOHNNY WHITFIELD JR. EIR r pv0-y 1. IN DITCH l S O r
PIN NO. 162038 RIM: 43.58' (205 Z204 , FIELD
DB 4598, PG 98 RIM: 43.14' / 203 S 52°30'20" E �♦��- 7'
89.17'
p
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1(� EIR IN DITCH♦
N RICHLANDS CI fY LIMITS
ERNEST & CONNIE FARROW RIM: 43.47' I' c' a� i .j/�:^ \ `sS
PIN NO. 071392 INV: 40.8' ) `� - - �`-� -� ��2�� C
DITCH
DB 2848, PG 851 g" PVC (� DRAIN
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E.POINT ST ' 59.34' s _ _
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EIR C/L „
RIM: 43.63' (c / ��� FARM RD ��> FARM RD. r�o `
INV IN: 39.1' N 89°21'35" W w \ r rn `
INV OUT: 38.8' 125.71' No , /^�� "' _ -� FARM RD r Q
I / / - v/ `
8" PVC EIR IN DITCH a= `1 JURISDICTIONAL(WATERS rr� `�
OF THE U.S.) %bp ��i �`z
I JURISDICTIONAL(WATERS (NON -STREAM) / : r�cn
OF THE U.S.) DITCH / DRAIN
(NON -STREAM) / z J N 29° '41" E
DITCH / DRAIN c::0- 105.51'
.. ° s_
/QC) DITCH / DRAIN DITCH /DRAIN ` ti oz L101 FIELD /
L 102A Lill
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( c" 7 FARM RD.L110
I II ( too:1 Q u PRIMARY LAND
f �
I _ / �'. -'L , L112 r - L108 0Og DEVELOPMENT, LLC
- 8J°46'46" E 480 01' N EIR r��\w. L109 D.B/PG: 2813/419 FLOOD ZONE
I \� v JURISDICTIONAL(WATERS ( 24.3)
✓ -TIT J Q` <w P.B/PG: 52/146
JURISDICTIONAL(WATERS OF THE U.S.) � OF THE U.S.)
(NON -STREAM) CMF e} . ( \1 / Ln (NON -STREAM) WOODED `
DITCH / DRAIN 9 1 11 1 ( f(I ' FIELD DITCH / DRAIN
KOONCE CEMETERY JURISDICTIONAL(WATERS ( 1/ ( ) 1 ���% / 0.2% FLOOD
I % HAZARD ZONE
S 81043'52" E I I I S 86°55'14" E OF THE U.S.) o Ilr0 ) I /7 f EIR C/L
88.50' J 136.73' (NON -STREAM) (� \ J -� FARM RD., o
DITCH / DRAIN FIELD
EIR CMF W/NAIL A TRACT 3
EIR N 86°54'48" E 434.82' o� ° \ r%� l DITCH / DRAIN
,I I CMF W/NAILA D.B/PG: 2803/9PARCEL ID 071393
L 03
:o\ P.B/P: 5246
I ( o'�
�036115 SF
° 1 1 i 7 rj jl �(� / �, a % ) \ 138.570 AC
L218 / 1 f / O J 1 \� (INCLUDES WETLANDS) /
C3 j �� FIELD •/ 7/ / �� �i.2 q f _ / If rl' ♦�`
WOODED
Cj
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I V Al' If� 1 1 \ �1 1) WOODED r �o
RICHLANDS MINI
STORAGEINC
PIN:443102560384
D.B/PG: 1851/217
TRIMONT TRAIL DEVELOPMENT
COMPANY
PIN:443101468157
D.B/PG:4462/857
US HIGHWAY 258 / NC HIGHWAY 24 �C
TOM KIM LLC
PIN NO. 023354
DB 3854, PG 781
. J
\//1 / l ) ( I P I`iP _ /F\: FIELD' A.
/ \ _ \ _� FLOODWAY l�
1 �//04-, 1 \ 1 \ 1 JURISDICTIONAL(WATERS f / ( = rN _------
/ 00 L2 55 FIELD OF THE U.S.) o ( r< r � ( _ = ��=�� - � � "CP" C/L /�
J jll I «�'1C 1 0.2% FLOOD __
L'�92 / S (NON -STREAM) J • / vZ ( -- �-- `
�) _ SQUIRES RUN / EIR / j �I DITCH / DRAIN /./ L �. HAZARD ZONE \ --_ �_ 1 I L211 // J �/ ° o (V
/ I I
L210 r'` `\ I(\\\_,/ ___ L-1 EIR CMF ) 1 ` \ // _ «.�-� __ ON BANK
1852.84'
(NON -JURISDICTIONAL DITCH) \ EIR IN CONIC @ I
DITCH / DRAIN CMF ' 0.3 BG VRS A
/ VARIABLE R/W CMF��� i / i \ �ii �•=_= ==- )'
N 06°13'50" E \ _ "7-09-47" E- TI24.dV
175.50' 1 1 % 0 FIELD \ sr�o 1 V /WETL�ND
L217 m , :
I D S2 ,, ,� / PARCETRACT A
L ID 026128 J -J/ EIP ON BANK
L216 1 7 7 TL D.B/PG: 3583/440 @10.00' N) I •� 7, _ __ � �
►O E9 EIP / I�7 WOODED \WO
L213 ��, _. �• / 2,284,723 SF
' SSap�� I
0.2% FLOOD (� FIELD 52.450 AC
N 83°45'23" W (INCLUDES
I (
HAZARD ZONE
275.00' /WETLANDS)
h� ) 0.2% FLOOD `/ �;%�
�°j `�� 'HAZARD ZONE / /� / 1 - C / B S� UCP C/L • ��Q�0
SHERYL DAVASHER �O " " Q RE'S RUN fl /
PIN NO. 017384 �� �` \ ) / / ,IRF CAP VRS A'
DB1139,PIG 816 EIPr
I N 47046'54" W 390.01' \ / -� C
- N 83 /
EIP - --- 99
N854654 W-�l\ EIP/\1t
JURISDICTIONAL(WATERS 354.00 \� � 1 EIP \EIP �� ��
OF THE U.S.) r -� " • o �� \\`r�
(NON -STREAM) 0 - T EIP -
DITCH / DRAIN m O I r I =w of ,-
�,
z N) NI r 215.90�-
. 1
CrI
m \ ► l ��}
X.
GRAPHIC SCALE _WETLAND L-75
� : r
300 0 150 300 600 1200 / 680 -=�
EIP i /�/ ' �t --- // EIP ON BANK
( IN FEET ) �'�= N� ')CSQUIRE'S RUN
1 inch = 300 ft. P
I �
I
FLOODWAY LINE
FLOOD ZONE
1.
AE (EL. 24.3)
I I I
FLOODWAY LINE
FARM ROAD CENTERLINE
LINE
BEARING
DISTANCE
L101
S 22016'27" W
59.33'
L102
S 44045'48" W
47.62'
L103
S 57003'33" W
107.62'
L104
S 5801014" W
222.70'
L105
S 61 °22'05" W
57.06'
L106
S 69042'35" W
54.27'
L107
S 77043'31" W
58.73'
L108
S 80034'55" W
222.30'
L109
N 89037'54" W
57.40'
L110
N 68032'56" W
55.74'
L111
N 57020'21" W
27.66'
L112
S 06000'52" E
52.32'
L113
S 13000'46" E
53.97'
L114
S 20015'12" E
108.85'
L115
S 18045'07" E
108.26'
GENERAL NOTES:
L-1
S 52°55'27" W
36.32'
L-2
S 04°27'41 " W
40.00'
L-3
S 23°25'55" W
39.32'
L-4
S 58°50'57" W
49.45'
L-5
S 80°45'09" W
61.90'
L-6
S 74-47-14" W
39.26'
L-7
S 45°05'26" W
43.85'
L-8
S 05°08'25" W
42.84'
L-9
S 45°01'08" W
40.25'
L-10
S 53°06'23" W
36.47'
L-11
S 76°1506" W
32.04'
L-12
S 59°03'04" W
58.95'
L-13
S 69°06'53" W
53.75'
L-14
S 81 °25'50" W
47.57'
L-151
S 69°36'25" W
57.34'
L-16
S 29°59'07" W
82.20'
L-17
S 73°35'13" W
110.31'
L-18
S 07°58'43" W
74.13'
L-19
S 37°07'31 " W
30.78'
L-20
S 87°55'01 " W
23.73'
L-21
S 61 °07-01 " W
102.70'
L-22
N 70°24'26" W
29.77'
L-23
N 57°47'21" W
37.45'
L-24
N 89°25'01" W
123.80'
L-25
S 64°51'28" W
31.63'
L-26
S 34°05'36" W
42.62'
L-27
S 17°48'07" W
41.77'
L-28
S 03°00'01 " W
72.92'
L-29
S 64°26'52" W
37.95'
L-30
S 52°44'43" W
81.21'
L-31
S 30°29'44" W
16.97'
L-32
S 72°54'52" W
11.40'
L-33
N 61'29'11" W
25.19'
L-34
N 75°3V31" W
34.54'
L-351
S 81°00'16" W
26.61'
L-361
S 50°37'43" W
1 134.77'
NOTE: C/L SQUIRE'S RUN THE PROPERTY LINE
C/L SQUIRE'S RUN "B" TO "C"
L-37
S 29023'24" W
68.38'
L-38
S 00°00'17" E
73.86'
L-39
S 12042'21" W
98.89'
L-40
S 32043'33" E
56.63'
L-41
S 00045'57" E
52.14'
L-42
S 16051'46" W
67.40'
L-43
S 38058'29" W
75.70'
L-44
S 24023'54" E
40.03'
L-45
S 55043'30" E
69.14'
L-46
S 27007'29" E
48.93'
L-47
S 03051'55" W
35.32'
L-48
S 29048'11" E
52.55'
L-49
N 66052'59" E
34.96'
L-50
N 03022'43" W
73.13'
L-51
N 66040'41" E
45.52'
L-52
S 6202 V51 " E
36.35'
L-53
N 76035'01 " E
57.34'
L-54
S 61 ° 12'41 " E
24.19'
L-55
S 22037'49" W
43.53'
L-56
S 60033'12" W
85.21'
L-57
S 17023'16" E
59.09'
L-58
N 85025'43" E
52.21'
L-59
S 37021'54" E
23.38'
L-60
S 33042'20" W
80.42'
L-61
S 70033'09" W
169.42'
L-62
S 10048'46" E
100.68'
L-63
N 76049'45" E
57.64'
L-64
S 54037'15" E
76.41'
L-65
S 40058'34" W
68.53'
L-66
S 20053'38" E
121.69'
L-67
N 73038'22" E
27.51'
L-68
N 11 05634" E
42.69'
L-69
S 82014'06" E
44.25'
L-70
S 03001'26" E
43.37'
L-71
S 29003'11" E
56.26'
L-72
S 17022'42" E
48.16'
L-73
S 15005'47" W
140.76'
L-74
S 27001'33" W
38.96'
L-75
S 07°01'29" E
31.18'
NOTE: C/L SQUIRE'S RUN THE PROPERTY LINE
PARCEL LINE TABLE
LINE
BEARING
DISTANCE
L201
N 88°53'15" E
205.95'
L202
N 22°57'26" E
147.13'
L203
N 31 °53'34" E
37.34'
L204
N 34°25'51" E
20.32'
L205
S 88°53'24" W
91.02'
L206
N 01 *13'55" E
32.77'
L207
N 51 °16'26" W
51.06'
L208
S 27°44'37" E
54.00'
L209
N 01 °29'37" E
109.00,
L210
S 79°38'45" W
55.65'
L211
N 76'07'15" W
35.11'
L212
S 20°59'33" W
15.76'
L213
S 55035'25" W
15.22'
L214
N 81 °34'28" W
30.11'
L215
S 82033'13" W
37.55'
L216
S 41 °09'29" W
24.03'
L217
S 55025'24" W
12.61'
L218
S 01 °59'08" W
20.36'
1. ALL JURISDICTIONAL STREAMS AND WETLANDS DELINEATED AND LOCATED BY SAGE ENVIRONMENTAL.
2. FIELD TOPOGRAPHIC INFORMATION WAS PERFORMED BY ESP ASSOCIATES, INC FROM A FIELD
SURVEY IN JANUARY 2022.
3. THE INFORMATION SHOWN ON THIS PLAN WAS PROVIDED AND DEVELOPED BY ESP ASSOCIATES,
INC. AND WAS NOT GENERATED OR VERIFIED BY THE ENGINEER.
4. EXISTING CONDITIONS SHOWN DOES NOT IMPLY THE EXISTENCE OR NON-EXISTENCE OF
UNDERGROUND UTILITIES THAT MAY NOT BE PRESENT ON THIS PROJECT AREA. CONTRACTOR TO
FIELD VERIFY AND LOCATE ALL UNDERGROUND PRIOR TO ANY CONTRUCTION ACTIVITY ON PROJECT.
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
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02 OF 16

PROGRESS PLOT DATE: 07/12/2024
TOM KIM LLC
PIN NO. 023354
DB 3854, PG 781
NAVYFEDERAL
CREDIT UNION
PIN:443102571127
D.B/PG: 4716/909
MCDONALDS USA LLC
PIN:443102561909
D.B/PG: 3787/932
TAWJE LLC
PIN:443102560870
D.B/PG: 5929/968
BROWN LEON G & JUDITH R
PIN:443102561526
D.B/PG: 1678/5
RICHLANDS MINI
STORAGE INC
PIN:443102560384
D.B/PG:1851/217
TRIMONT TRAIL
DEVELOPMENT COMPANY
PIN: 443101468157 _�
D.B/PG: 4462/857 1 }
Q' I
_O
Z
SHERYLDAVASHER
PIN NO. 017384
DB1139,PG816
LAWYER BRYANT a'^�\�`� JAN.
ESTATE // `��� PIN NO. 00762f
PIN NO. 003265
DB 158, PG 297 �•\��
HARRISON & ANNIE C co
BELL WHITE
PIN NO. 028605 '
DB 949, PG 230 E•POINT ST
SYLVERTER S1 `COMMERCIAL/OFFICE 1
WOODSON ST
/
KEVIN WHITFIELD
PIN NO. 028669
DB 458F
"IN NO. 1626A'
OW4 Impact
IMPACT AREA "7"
JURISDICTIONAL(WATERS OF THE U.S.}
(NON -STREAM)
DITCH / DRAIN
UTURE MULTI FAMILY
60,
A
L/OFFICE 2 \ �%
ISC
M#4
OW5 Impact
/ IMPACT AREA "8"
JURISDICTIONAL(WATERS OF THE U.S.)
(NON -STREAM)
DITCH / DRAIN
JURISDICTIONAL(WATERS
OF THE U.S.)
(NON -STREAM)
DITCH / DRAIN
FLOODWAY LINE
0.2% FLOOD
HAZARD ZONE
TRACT #2i
95.915 ACRE
FLOOD ZONE _
Ir12I ... 168 81
OW3 Impact ,I 153 194 _ _ _
I
167 82 / � � - -' _ -' ra FLOODWAY J FLOOD ZONE
IMPACT AREA "6"
,83 -___-_ -- � S1 & W1 Impacts (Temp) _- 155 , 165 195 -_-_ _ _-- IMPACT AREA "2"84 119 156 196 -_- ____ _ CD.-
L 164 185 193 f� — -`- _ _ _ _ _ _
"`.r V�lti _Y___________ ____________
S2-S4Impact 1 118 157 163 186 79 'L _ ____ _________ _ _
198
IMPACT AREA "5" I „7 l 158 _ _-_-_ _-_-_-_-_-- —
1 162
,a7
Ic�nl 116 199
1
_-
159 188
1so zoo -_ - __- \\�:
FLOODWAY LINE
115 r -
189 202
�=-�--_�_�-_-_--- _-----�--- ---=- - WETLAND
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61 fit 63 64 65 66 101 102 103 11044105 106 107 108 109 110 111 ,� _-_ IMPACT AREA "3" __________ _ _ _ ________
_-___�-___________ __________-_�-__--__-=_=1 /
100 99 9 97 96 95 94 93 92 _ _ _ _
68 p 90 SILT FENCE
B9 OUTLET(TYP.)______________
/ 170 1 72 82 i 84 85 86 =7 / / 69 ILT FENCE/ LIMITS OF
1 DISTURBANCE (TYP.)
OW2 Impact 76 C77 78 80 b -- - /
79
IMPACT AREA "4"74
—
73 _
spf_ ___ -_—
JURISDICTIONAL(WATERS OF THE U.S.
(NON -STREAM)
DITCH / DRAIN
_--
_-= = --= ----= - =-- -
I__ _ ___ _ _ _________________
1 CrCAIr%-
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
— —
EXISTING STREAM
FLOOD ZONE "AE (EL. 24.3)"
o
PROPOSED STORM DRAIN LINE
— SFiLD —
SILT FENCE\ LIMITS OF DISTURBANCE
SCM IMPACT
LOT IMPACT
ROADWAY IMPACT
—
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10LTLD_
WTLD
WETLAND
FLOODWAY
[1T1117]
JURISDICTIONAL(WATERS OF THE U.S.)1ON-STREM
®
TEMPORARY IMPACT
INVENTORY OF PROJECT WETLAND IMPACTS
AREA
AREA(SF)
TYPE OF IMPACT
DESCRIPTION OF IMPACT
(AC)
MAP LOCATION
PERMANENT WETLAND
ROADWAY
3,338
0.0766
3
IMPACTS
TOTAL PERMANENT
3,338
0.0766
WETLAND IMPACTS
TEMPORARY WETLAND
UTILITY
452
0.0104
2
IMPACTS
TOTAL TEMPORARY
452
0.0104
WETLAND IMPACTS
INVENTORY OF PROJECT STREAM IMPACTS
TYPE OF IMPACT
DESCRIPTION OF IMPACT
ASF)
AREA REA
LENGTH (LF)
MAP LOCATION
AC)
PERMANENT STREAM
ROADWAY
575
0.0132
80
5
IMPACTS
TOTAL PERMANENT
575
0.0132
80
STREAM IMPACTS
PERMANENT - NO LOSS
RIPRAP
98
0.0022
18
5
STREAM IMPACTS
TOTAL PERMANENT - NO
98
0.0022
18
LOSS STREAM IMPACTS
UTILITY
-
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23
2
TEMPORARY STREAM
IMPACTS
ROADWAY
163
0.0037
28
5
TOTAL TEMPORARY
163
0.0037
51
STREAM IMPACTS
INVENTORY OF PROJECT WATERS OF THE US IMPACTS
TYPE OF IMPACT
DESCRIPTION OF IMPACT
ASF)
AREA AC) REA
MAP LOCATION
ROADWAY
188
0.0043
1
ROADWAY
282
0.0065
4
PERMANENT WATERS OF
THE US IMPACTS
ROADWAY
1,685
0.0387
6
ROADWAY
448
0.0103
7
SCM
582
0.0134
8
TOTAL PERMANENT
WATERS OF THE US
3,185
0.0731
IMPACTS
RIP RAP
19
0.0004
1
PERMANENT - NO LOSS
WATERS OF THE US
RIP RAP
44
0.0010
4
IMPACTS
RIP RAP
74
0.0017
6
TOTAL PERMANENT - NO
LOSS WATERS OF THE US
137
0.0031
IMPACTS
ROADWAY
29
0.0007
1
TEMPORARY WATERS OF
ROADWAY
44
0.0010
4
THE US IMPACTS
ROADWAY
48
0.0011
6
TOTAL TEMPORARY
WATERS OF THE US
121
0.0028
IMPACTS
GRAPHIC SCALE
300 0 150 300 600
( IN FEET )
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THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION
UNTIL SIGNED, DATED, AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.
03 OF 16

PROGRESS PLOT DATE: 2024-07-12
�I� ICI ICI
138 I 139 I i I 140 I i I I i I 14
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LOCATION AREA 1 - WATER OF THE
US IMPACTS
HORIZONTAL: 1" = 50'
STRONGR�CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
305 CHURCH AT NORTH HILLS STREET, SUITE 1110 RALEIGH, NC 27609
[e-mail]
LEGEND:
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
— — —
EXISTING STREAM
FLOOD ZONE "AE (EL. 24.3)"
o
PROPOSED STORM DRAIN LINE
— SF/LD —
SILT FENCE\ LIMITS OF DISTURBANCE
SCM IMPACT
—
LOT IMPACT
—
ROADWAY IMPACT
UTILITY IMPACT
=WTLD�
WETLAND
6/
FLOODWAY
/r
�11 �1�
IOL(WATERS OF THE U.S.)
(NON -STREAM)
®
TEMPORARY IMPACT
INVENTORY OF PROJECT WATER OF US IMPACTS
DESCRIPTION
AREA
AREA
MAP
TYPE OF IMPACT
OF IMPACT
(SF)
(AC)
LOCATION
PERMANENT WATERS OF THE US
ROADWAY
188
0.0043
1
IMPACTS
TEMPORARY WATERS OF THE US
ROADWAY
29
0.0007
1
IMPACTS
PERMANENT - NO LOSS WATERS
RIP RAP
19
0.0004
1
OF THE US IMPACTS
OW1 Impact
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
RICHLANDS HIGH SCHOOL SUBDIVISION
TOWN OF RICHLANDS, ONSLOW COUNTY, NORTH CAROLINA
E-04
MAP LOCATION AREA 1 - WATER OF THE US
04 OF 16
IMPACTS
SCALE: I HORZ 1" = 50'

PROGRESS PLOT DATE: 2024-07-12
60.0'
RIGHT OF WAY
A l�� Ili 1 ITII 1- A1.11'l oo n. 7 n- I ITII ITV AKIM A n-
SIDEWALK
PLANTING STRIP
BACK-TO-BACK STREET WIDTH
2.5' 16.5' 16.5' 2.5'
PLANTING STRIP
SIDEWALK
0.02
LANE
0.02
LANE
0.02
0.02
60' RESIDENTIAL STREET
TYPICAL CROSS SECTION
SCALE:NTS
STRONGR4CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
305 CHURCH AT NORTH HILLS STREET, SUITE 1110 RALEIGH, NC 27609
[e-mail]
40
35
30
OQ
L
� 3.N
25
20
ROPOSED GRADE
AREA F FILL
ROPOSED HEADWALL (TYP.)
JA
IP-RAP
77 LF 24" RCP @ 0.59%
EXISTING GRADE
Lo — 00 N
7 cM Lq
M OM
co N
40
35
30
25
20
9+7510+00 10+50 11+00 11+5011+75
PROFILE VIEW - MAP LOCATION AREA 1 - CULVERT IMPACT
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
RICHLANDS HIGH SCHOOL SUBDIVISION
TOWN OF RICHLANDS, ONSLOW COUNTY, NORTH CAROLINA
E-05
MAP LOCATION AREA 1 - CULVERT IMPACT 05 OF 16
SCALE: HORZ 1" = 50'

PROGRESS PLOT DATE: 2024-07-12
179
�I
I
180 I II
I I
o i SILT FENCE/ LIMITS OF DISTURBANCE\
(TYP.) \ \\ \ \
l \
Cn
SILT FENCE
OUTLET (TYP.) \ l I \ \ I / J \ \ \ SSMH #56 / 264 LF 8" SDR 35 @ 0.50 /o
�F, L96
--�— SFI�/t—
TEMPORARY IMPACT _
452 SF WETLAND \\ �\. \ S14k \ LB, 23 LF STREAM
_vsFA_D FILD J \ \ \ Il 5 g5 \ \ \ \ 00
1sa lI y
` / I I •� /� \ \ \ � ,_ill / l
I\ 259 LF 8" SDR 35 @ 0.50% 14\`X
AH #55 ',,,�EXISTING STREAM
4x4o
cr)/ \ 4—
31 I 5
31
PLAN VIEW — MAP LOCATION AREA 2 — WETLAND IMPACTS
HORIZONTAL: 1" = 50'
STRONGR�CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
305 CHURCH AT NORTH HILLS STREET, SUITE 1110 RALEIGH, NC 27609
[e-mail]
50
I Gr_gAln-
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
- -
PROPOSED LOT LINE
—
EXISTING STREAM
FLOOD ZONE "AE (EL. 24.3)"
o
PROPOSED STORM DRAIN LINE
— SFID —
SILT FENCE\ LIMITS OF DISTURBANCE
SCM IMPACT
LOT IMPACT
ROADWAY IMPACT
UTILITY IMPACT
� �-�
WTLD
WETLAND
FLOODWAY
/7 /
L(WATERS OF THE U.S.)
(NON -STREAM)
TEMPORARY IMPACT
S1 & W1 Impacts (Temporary)
INVENTORY OF PROJECT IMPACTS
DESCRIPTION
AREA
AREA
LENGTH
MAP
TYPE OF IMPACT
OF IMPACT
(SF)
(AC)
(LF)
LOCATION
TEMPORARY STREAM
UTILITY
-
-
23
2
IMPACTS
TEMPORARY WETLAND
UTILITY
452
0.0104
-
2
IMPACTS
GRAPHIC SCALE
25 50 100
( IN FEET )
1 inch = 50 ft.
RICHLANDS HIGH SCHOOL SUBDIVISION
TOWN OF RICHLANDS, ONSLOW COUNTY, NORTH CAROLINA
E-06
MAP LOCATION AREA 2 - WETLAND IMPACTS 06 OF 16
SCALE: I HORZ 1" = 50'
200

PROGRESS PLOT DATE: 2024-07-12
35
30
25
20
15
10
5
-PROPOSED GRADE
- EXISTING GRADE
STA:
0+00
TOP:
31.20
INV I
: 13.62 (NE)
INV 0
JT: 13.42 (SE)
DEP
H: 17.78
LF8"SDR35@
iRARY IMPACT /
vi
SSMH #56 (4' DIA.)
STA: 1 +58.66
TOP: 28.40
INV IN: 15.11 (E)
DEPTH: 13.49
35
30
25
20
15
10
5
9+7510+00 10+50 11+00 11+50 12+00 12+50 13+0013+25
PROFILE VIEW - MAP LOCATION AREA 2 - SEWER IMPACTS
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
305 CHURCH AT NORTH HILLS STREET, SUITE 1110 RALEIGH, NC 27609
[e-mail]
RICHLANDS HIGH SCHOOL SUBDIVISION
TOWN OF RICHLANDS, ONSLOW COUNTY, NORTH CAROLINA
E-07
MAP LOCATION AREA 2 - SEWER IMPACTS 07 OF 16
SCALE: HORZ 1" = 50'

PROGRESS PLOT DATE: 2024-07-12
3�000
\ ' 29--
/ ROADWAY IMPACT
/ \ / 3,338 SF WETLAND
STREET 'C
L \ \
WTLD
cn
SILT FENCE
\ 2p I 138'00'p
OUTLETTYP.�ILT FENCE/ LIMITS OFDISTURBANCE (TYP.) 50
\`ram
E op
OP
PLAN VIEW - MAP LOCATION AREA 3 - WETLAND IMPACTS
HORIZONTAL: 1" = 50'
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
305 CHURCH AT NORTH HILLS STREET, SUITE 1110 RALEIGH, NC 27609
[e-mail]
LEGEND:
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
- -
PROPOSED LOT LINE
— — —
EXISTING STREAM
FLOOD ZONE "AE (EL. 24.3)"
o
PROPOSED STORM DRAIN LINE
— SF/LD —
SILT FENCE\ LIMITS OF DISTURBANCE
SCM IMPACT
i
LOTIMPACT
—
ROADWAY IMPACT
UTILITY IMPACT
=LWTLD�
WETLAND
FLOODWAY
JURISDICTIONA11T11171/J (NON -STREAM] L(WATERS OF THE U.S.)
®
TEMPORARY IMPACT
W2 Impact (Permanent)
INVENTORY OF PROJECT WETLAND IMPACTS
DESCRIPTION
AREA
AREA
MAP
TYPE OF IMPACT
OF IMPACT
(SF)
(AC)
LOCATION
PERMANENT WETLAND
ROADWAY
3,338
0.0766
3
IMPACTS
GRAPHIC SCALE
0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
RICHLANDS HIGH SCHOOL SUBDIVISION
TOWN OF RICHLANDS, ONSLOW COUNTY, NORTH CAROLINA
E-08
MAP LOCATION AREA 3 — WETLAND IMPACTS 08 OF 16
SCALE: I HORZ 1" = 50'

PROGRESS PLOT DATE: 2024-07-12
r
i
SILT FENCE/ LIMITS OF
DISTURBANCE (TYP.)
I � P
69 I I I
SILT FENCE
OUTLET (TYP.)
I \
\ SF/LD - -
PLAN VIEW - MAP LOCATION AREA 4 - WATER OF THE US IMPACTS
HORIZONTAL: 1" = 50'
STRONGR4CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
305 CHURCH AT NORTH HILLS STREET, SUITE 1110 RALEIGH, NC 27609
[e-mail]
I
LEGEND:
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
- -
PROPOSED LOT LINE
— — —
EXISTING STREAM
FLOOD ZONE "AE (EL. 24.3)"
o
PROPOSED STORM DRAIN LINE
— SHED —
SILT FENCE\ LIMITS OF DISTURBANCE
SCM IMPACT
LOT IMPACT
—
—
ROADWAY IMPACT
UTILITY IMPACT
r 1�L0_
WTLD
WETLAND
NEFEM
FLOODWAY
VT�T/ ZA
ON -STREAM L(WATERS OF THE U.S.)
®
TEMPORARY IMPACT
OW2 Impact (Permanent & Temporary)
INVENTORY OF PROJECT WATER OF US IMPACTS
DESCRIPTION
AREA
AREA
MAP
TYPE OF IMPACT
OF IMPACT
(SF)
(AC)
LOCATION
PERMANENT WATERS OF THE US
ROADWAY
282
0.0065
4
IMPACTS
TEMPORARY WATERS OF THE US
ROADWAY
44
0.0010
4
IMPACTS
PERMANENT - NO LOSS WATERS
RIP RAP
44
0.0010
4
OF THE US IMPACTS
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft.
RICHLANDS HIGH SCHOOL SUBDIVISION
TOWN OF RICHLANDS, ONSLOW COUNTY, NORTH CAROLINA
E-09
MAP LOCATION AREA 4 - WATER OF THE US
IMPACTS 09 OF 16
SCALE: I HORZ 1" = 50'
200 1

PROGRESS PLOT DATE: 2024-07-12
60.0'
RIGHT OF WAY
1 ITII 1- Al.lfl oo n, 7 n- I ITII ITV AKIM A n'
SIDEWALK
PLANTING STRIP
BACK-TO-BACK STREET WIDTH
2.5' 16.5' 16.5' 2.5'
PLANTING STRIP
SIDEWALK
0.02
LANE
0.02
LANE
0.02
0.02
60' RESIDENTIAL STREET
TYPICAL CROSS SECTION
SCALE: NTS
STRONGR4CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
305 CHURCH AT NORTH HILLS STREET, SUITE 1110 RALEIGH, NC 27609
[e-mail]
35
30
25
OQ�
3�-
20
15
AREA Or
FILL
OPOSED GRADE
OPOSED HEAD W LL (TYP.
I
XISTING GRADE
RIP -RAP
80 LF 24" RCP @ 0.58%
co
I-
o
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co
o
�
rn
M00
(rti
N
N
N
Cl,
N
35
30
25
NE
15
9+7510+00 10+50 11+00 11+5011+75
PROFILE VIEW -MAP LOCATION AREA 4 -CULVERT IMPACT
HORIZONTAL: 1" = 50'
RICHLANDS HIGH SCHOOL SUBDIVISION
TOWN OF RICHLANDS, ONSLOW COUNTY, NORTH CAROLINA
E-10
MAP LOCATION AREA 4 - CULVERT IMPACT 10 OF 16
SCALE:
HORZ 1" = 50'

PROGRESS PLOT DATE: 2024-07-12
I Cr_CAln-
PLAN VIEW - MAP LOCATION AREA 5 - STREAM IMPACTS
HORIZONTAL: 1" = 50'
STRONGR4CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
305 CHURCH AT NORTH HILLS STREET, SUITE 1110 RALEIGH, NC 27609
[e-mail]
S2
�II
S3
III
S4
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
— — —
EXISTING STREAM
FLOOD ZONE "AE (EL. 24.3)"
o
PROPOSED STORM DRAIN LINE
— SF/LD —
SILT FENCE\ LIMITS OF DISTURBANCE
SCM IMPACT
—
LOTIMPACT
—
ROADWAY IMPACT
UTILITY IMPACT
���
WILD
WETLAND
FLOODWAY
�T1T�1-Z
( ON-SSTREIOMAL(WATERS OF THE U.S.)
®
TEMPORARYIMPACT
S2 - S4 Impact (Permanent & Temporary)
INVENTORY OF PROJECT STREAM IMPACTS
DESCRIPTION
AREA
AREA
LENGTH
MAP
TYPE OF IMPACT
OF IMPACT
(SF)
(AC)
(LF)
LOCATION
PERMANENT
ROADWAY
575
0.0132
80
5
STREAM IMPACTS
TEMPORARY
ROADWAY
163
0.0037
28
5
STREAM IMPACTS
PERMANENT -
STREAM NO LOSS
RIPRAP
98
0.0022
18
5
IMPACTS
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
RICHLANDS HIGH SCHOOL SUBDIVISION
TOWN OF RICHLANDS, ONSLOW COUNTY, NORTH CAROLINA
E-11
MAP LOCATION AREA 5 - STREAM IMPACTS 11 OF 16
SCALE: I HORZ 1" = 50'

PROGRESS PLOT DATE: 2024-07-12
4.0'
SIDEWALK
S�O3`G
60.0'
RIGHT OF WAY
5' UTILITY AND
CANTING STRI
BACK-TO-BACK STREET WIDTH F
2.5' 13.5' 13.5' 2.5'
LANTING STRI
0.02
LANE
0.02
LANE
0.02
0.02
60' RESIDENTIAL STREET
TYPICAL CROSS SECTION
SCALE:NTS
STRONGR4CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
305 CHURCH AT NORTH HILLS STREET, SUITE 1110 RALEIGH, NC 27609
[e-mail]
Stop
3:1
35
30
25
20
15
10
ROPOSED GRADE
AREA OF FILL
ROPOSED HEADWALL (TYP.)
V7.2"
BURIAL 7.2" EXISTING GRADE
BURIAL IP-RAP
77 LF 36" RCP @ 0.81 %
i LO� LO - o
N N - N
35
30
25
20
15
10
9+7510+00 10+50 11+00 11+50 12+0012+25
PROFILE VIEW - MAP LOCATION AREA 5 - CULVERT IMPACT
HORIZONTAL: 1" = 50'
RICHLANDS HIGH SCHOOL SUBDIVISION
TOWN OF RICHLANDS, ONSLOW COUNTY, NORTH CAROLINA
E-12
MAP LOCATION AREA 5 - CULVERT IMPACT 12 OF 16
SCALE: HORZ 1" = 50'

PROGRESS PLOT DATE: 2024-07-12
—JURISDICTIONAL(WATERS OF THE U.S.)
(NON -STREAM) '
1 DITCH / DRAIN
co
/ OQ y \
LEGEND:
-
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
—
ROADWAY CENTER LINE
- -
PROPOSED LOT LINE
— —
EXISTING STREAM
-
FLOOD ZONE "AE (EL. 24.3)"
o
PROPOSED STORM DRAIN LINE
— SF/LD —
SILT FENCE\ LIMITS OF DISTURBANCE
bb.dft
SCM IMPACT
LOTIMPACT
—
ROADWAY IMPACT
UTILITY IMPACT
WILD
WETLAND
FLOODWAY
P /T�
JURISDICTIOC/L//�2A (NON -STREAM] L(WATERS OF THE U.S.)
®
TEMPORARY IMPACT
INVENTORY OF PROJECT WATER OF US IMPACTS
DESCRIPTION
AREA
AREA
MAP
TYPE OF IMPACT
OF IMPACT
(SF)
(AC)
LOCATION
PERMANENT WATERS
ROADWAY
1,685
0.0387
6
OF THE US IMPACTS
TEMPORARY WATERS
ROADWAY
48
0.0011
6
OF THE US IMPACTS
PERMANENT -NO
LOSS WATERS OF THE
RIP RAP
74
0.0017
6
US IMPACT
\\ \\\\\\\\\ \ \ <:%"\\ "Al II1^\ 7//i1111M —7 h l \ I
PLAN VIEW - MAP LOCATION AREA 6 - WATER OF THE US IMPACTS
HORIZONTAL: 1" = 50' 50 0 25
OW3 Impact (Permanent & Temporary)
( IN FEET )
1 inch = 50 ft.
RICHLANDS HIGH SCHOOL SUBDIVISION
STRONGRQCK TOWN OF RICHLANDS, ONSLOW COUNTY, NORTH CAROLINA
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
305 CHURCH AT NORTH HILLS STREET, SUITE 1110 RALEIGH, NC 27609
[e-mail]
E-13
MAP LOCATION AREA 6 - WATER OF THE US
13 OF 16
IMPACTS
SCALE: I HORZ 1" = 50'
20C

PROGRESS PLOT DATE: 2024-07-12
40
ROPOSED HEI DWALL (TYP.)
35
30
25
20
15
10
ROPOSED GR DE
AREA OF FILL
LF 36" RCP M 1.78%
PROPOSED H
STING GRADE
40
35
30
25
20
15
10
9+7510+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
PROFILE VIEW - MAP LOCATION AREA 6 - CULVERT IMPACT
HORIZONTAL: 1" = 50'
RICHLANDS HIGH SCHOOL SUBDIVISION
'gqs'TOWN OF RICHLANDS, ONSLOW COUNTY, NORTH CAROLINA
.,...TRONGR4CK
E N G I N E E R I N G G R O U P E-14
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166 MAP LOCATION AREA 6 - CULVERT IMPACT 14 OF 16
305 CHURCH AT NORTH HILLS STREET, SUITE 1110 RALEIGH, NC 27609
[e-mail] SCALE: HORZ 1" = 50'

PROGRESS PLOT DATE: 2024-07-12
JURISDICTIONAL(WATERS OF THE U.S.)
(NON -STREAM)
DITCH / DRAIN
UW4
ROADWAY IMPACT-
8 SF WATER OF US
PLAN VIEW - MAP LOCATION AREA 7 - WATER OF THE US IMPACTS
HORIZONTAL: 1" = 50'
STRONGR4CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
305 CHURCH AT NORTH HILLS STREET, SUITE 1110 RALEIGH, NC 27609
[e-mail]
r
W /
I CrCAlr%-
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
EXISTING STREAM
FLOOD ZONE "AE (EL. 24.3)"
PROPOSED STORM DRAIN LINE
— SF/LD —
SILT FENCE\ LIMITS OF DISTURBANCE
SCM IMPACT
LOTIMPACT
ROADWAY IMPACT
UTILITY IMPACT
WILD
WETLAND
FLOODWAY
�TIT/171/7
L(WATERS OF THE U.S.)
(NON -STREAM)
®
TEMPORARY IMPACT
INVENTORY OF PROJECT WATER OF US IMPACTS
DESCRIPTION
AREA
AREA
MAP
TYPE OF IMPACT
OF IMPACT
(SF)
(AC)
LOCATION
PERMANENT WATERS OF
ROADWAY
448
0.0103
7
THE US IMPACTS
OW4 Impact (Permanent)
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
RICHLANDS HIGH SCHOOL SUBDIVISION
TOWN OF RICHLANDS, ONSLOW COUNTY, NORTH CAROLINA
E-15
MAP LOCATION AREA 7 - WATER OF THE US
15 OF 16
IMPACTS
SCALE: I HORZ 1" = 50'

PROGRESS PLOT DATE: 2024-07-12
\
3:1
�"
R �
\ —) OW5
/ SCM IMPACT
582 SF WATER OF THE US
I I
SF��p SILT FENCE/ LIMITS OF
DISTURBANCE (TYP.) /
FILD
,,11/,,
-YG
LD /
SILT FENCE /
OUTLET (TYP.)
JURISDICTIONAL(WATERS OF THE U.S.)
(NON -STREAM)
DITCH / DRAIN
PLAN VIEW - MAP LOCATION AREA 8 - WATER OF THE US IMPACTS
HORIZONTAL: 1" = 50'
STRON�R�CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
305 CHURCH AT NORTH HILLS STREET, SUITE 1110 RALEIGH, NC 27609
[e-mail]
i FrFNn-
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
- - PROPOSED LOT LINE
— — — EXISTING STREAM
FLOOD ZONE "AE (EL. 24.3)"
o PROPOSED STORM DRAIN LINE
SHED — SILT FENCE\ LIMITS OF DISTURBANCE
SCM IMPACT
— LOTIMPACT
— ROADWAY IMPACT
UTILITY IMPACT
L - LWILD�WETLAND
/r
—//]/ FLOODWAY
[17Zl1 /1� IOL(WATERS OF THE U.S.)
(NON -STREAM)
® TEMPORARY IMPACT
INVENTORY OF PROJECT WATER OF US IMPACTS
DESCRIPTION
AREA
AREA
MAP
TYPE OF IMPACT
OF IMPACT
(SF)
(AC)
LOCATION
PERMANENT WATERS OF
SCM
582
0.0134
8
THE US IMPACTS
OW5 Impact (Permanent)
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
RICHLANDS HIGH SCHOOL SUBDIVISION
TOWN OF RICHLANDS, ONSLOW COUNTY, NORTH CAROLINA
E-16
MAP LOCATION AREA 8 - WATER OF THE US
IMPACTS 16 OF 16
SCALE: I HORZ 1" = 50'
200