20200389 Ver 1_Wetland Impact map_20210111

Strickland, Bev
From: Beecher, Gary H CIV USARMY CESAW (USA) <[e-mail]>
Sent: Monday, January 11, 2021 3:42 PM
To: Mairs, Robb L; [e-mail]; David Scibetta
Subject: [External] Sunset Estates/ Aurora Place Wetland Impact map
Attachments: Aurora Place -Wetland Impact Map (1-4-21).pdf
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Sorry I forgot to attach this to my recent e-mail
Gary

AREA
ID
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B
C
D
E
F
G
H
I
J
K
L
M
N
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Q
R
S
T
U
TOTAL
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404 WETLAND IMPACT TABLE ISOLATED WETLAND FILL TABLE SHEET INDEX \ �'
N F L1NE 4
PERMANENT IMPACT AREA TEMPORARY IMPACT AREA 404 WETLAND PERMANENT IMPACT AVOIDANCE TABLE FILL AREA � 1 WETLAND IMPACT MAP -COVER SHEET / �ZE
SQUARE FEET ACRES SQUARE FEET ACRES AVOIDANCE AREA AREA ID SQUARE FEET ACRES RUN OF BELL SWAMP 2 WETLAND IMPACT MAP -LEGEND &NOTES PARCEL ID: 09700007 IJP IJP, LLC /LLC
LOCATION I M.C. 15 PG. 23 3 WETLAND IMPACT MAP -SITE PLAN
196 0.004 12 0.0002 SQUARE FEET ACRES ( ) DB: 2672 PG: 1010 L2� ;: PARCEL ID: 09700007
ISOLATED WETLAND NOT SURVEYED 4 WETLAND IMPACT MAP -SITE PLAN & PROFILE CROSS SECTION \
0 0 795 0.018 IMPACT AREA A 5,833 0.134 FILL #1 1,912 0.044 ZONING: RR DB: 2672 PG: 1010
633 0.015 53 0.001 IMPACT AREA C 1,217 0.028 LAND USE: SINGLE FAMILY / rn \ ZONING: RR
ISOLATED WETLAND RESIDENTIAL \ LAND USE: SINGLE FAMILY
268 0.006 25 0.001 IMPACT AREA D 274 0.006 FILL #2 1,001 0.023 L2 - �ti3 .• RESIDENTIAL
0 0 23 0.001 IMPACT AREA G 1,658 0.038 ISOLATED WETLAND .�
56 0.001 0 0 IMPACT AREA J 3,262 0.075 12,115 0.278 �� • " - SITE
4,912 0.113 0 0 IMPACT AREA K 5,188 0.119 FILL #3 - 4.q z�
125 0.003 0 0 IMPACT AREA L 575 0.013 TOTAL 15028 0.345 o
84 0.002 0 0 IMPACT AREA M 871 0.020
LOT 94 1,156 0.027
0 0 1,325 0.031 " ,• •• .• •• - EX. STREAM OFF •" � 7
ELIMINATED LOTS 91-93 5,669 0.130 BELL SWAMP - \
69 0.002 13 0.0001 IMPACT AREA Q 536 0.012 `" (APPROX.) Q, I 00 I�7Z
9,701 0.223 10 0.0001 LOT 89 3,885 0.089 / . L8 \ 7 r\ ���n n Z
ELIMINATED LOT 88 3,248 0.075 1� RUN OF BELL SWAMP 50' VEGETATIVE o C) ,D 0 -y _
0 0 1,094 0.025 LOT 87 1,225 0.028 �1 (M.C. 15 PG. 23) BUFFER - I G Z
6 NOT SURVEYED ADJACENT TO _ \ 10 -136 c
1,458 0.033 0 0 TOTAL 34,597 SURFACE WATERS - - \ o oy
3,757 0.086 23 0.001 �' " '_Ckb \ vo�� W_ -I-
ELIMINATED ^ - - I vZ 0 0
ELIMINATED co - �L10 404 tQlx \ Q
0 1 0 1 1,788 0.041 , •' EX. STREAM OFF WETLANDS
0 0 1,160 0.027 W PROPOSED BOUNDARY LINE FROM BOUNDARY LINE BELL SWAMP
(APPROX.)
\ ALONG BELL SWAMP TO WESTERN BOUNDARY LINE v -
21,259 0.488 6,321 1 0.1464 \ 0 50' VEGETATIVE • '
BELL SWAM? RD
NEB (SR^ 6)
VICINITY MAP
SCALE: 1 "=3, 000'
�3
\ N/F BUFFER. - 50 VEGETATIVE _ • . • �1A� . �S �ti • • , • • •-1 ' / \\ LEGEND (SCALE: 1 "=100')
ADJACENT TO BUFFER, - - BOUNDARY LINE PROJECT BOUNDARY
SUNSET DEVELOPERS OF DELCO, LLC z - - < ♦ n
PARCEL ID: PORTION OF 09700029 SURFACE WATERS ADJACENT TO ♦ - \ /
DB: 42RT PG: 650 - SURFACE WATERS �� - - 25 / \ ADJACENT PROPERTY LINE (APPROX, NOT SURVEYED)
\ EXISTING ROAD CENTERLINE
ZONING: RR ` \ - - - -
LAND USE: VACANT EXISTING R/W ' " - - - ti \ \ / - - PROPOSED ROAD CENTERLINE
404 • ' - . - 12� 24 \ - - - - PROPOSED R/W
co °o WETLANDS. - - - - . \ \ / PROPOSED LOT LINE
WETLANDS
z N 89°22 01' E 468.90' - - - - EX. STREAM OFF -
_ _ - _ - - �, \\ 23 � PROPOSED SETBACK
-� BELL SWAMP % \
�. J 1' i.r• - - - (APPROX.) - - i \ / \ WETLAND IMPACT LEGEND SCALE: 1"=100'
C� \
` 26 \ 22 ` PERMANENT 404 WETLAND IMPACT
z / •- •. - 50' VEGETATIVE - - - •" - / /� \
BUFFER
ADJACENT TO
t = SURFACE WATERS • . ♦ /, \\ 27 \ 21 \ * �
J" 1 f WET POND #1 � / \ / � y�37
TEMPORARY 404 WETLAND IMPACT
ISOLATED WETLAND FILL
\ �o�'cP a�Z C1 S 18°40'56". E.
r1J1 �� . \ f C •- ON SLAT7EDVEGETATIVE
BOARDWALK gSTORM DRAIN CENTERED , • \ - - - �\ \ \ \ /i ' \ 77G Cr' o 'O C2 Y N 20 °59' 33" W
!L PIPE
i204 SF - 0- AC) \� \ V/ \ Z G? o do C3 S 85'32'04" W
\94 \ .\ - - / �\ 30� 29 \ - , j , �\ \ Z- -� o C4 S 83*18'22" W
WET POND 3 / r vo �o o C5 S 82'06'27" W
# \ - - AREA A \\ / ' �i' \ y�Z cr o� 16 S 70'22'28" W
\ 93 �._ AREA 31 o
/ APPROX. LOCATION \ - j CE WIDE VEGETATIVESTORM
DRAIN
EA \/ �\\ C7 S 58'43'57" W
- ` � 'CENTERED ON STORM DRAIN PIPE \ \\ \ � � � I � 19 � c�
OF EX. SOIL ROAD C % - _ \ _ _ 261 SF = 0.006 AC \ 32
92 �/ - _ ISOLATED i 33
\ WETLAND
FILL #1 \\ 18 \
C 91 108 �/� . - (1,912 SF) \ 34 , �/ 64 _ z
.� // 1 \35 j� \\ \� /�
• 90� '/ �/ 107 �P0 36 \ \ / \
WET POND #F. 50 r 6T
- AREA D 109 / ® P�1 \ / 63 w� 17 O_ o\
cri
10 51
- 13
AREA P / \ // \ c9 `� % �/ / / / /� \ \ / Z
rn ` \ 37 48 \ \ \ w 52
• / / 137 �� c9 �' \ j ono 61 \ 15 �\
/ v<
- 136 % �� 112 EA L ` / %' ,, �' 38 \ ����� 53
95 /� b oov� �3 \ / 47 60 \\ 14113
o\
�/ \�
k.
N / 102 % \ 54
9
:
- o � 4 � � 59
\ \ 13114
\
CID
/� 45 \ 55 /
138 � � � 115 �/^\ `\/ 26' WIDE VEGETATIVE MAINTENANCE AREA \J N \ � o � � •\ �' \ 12 � \
• /� \ / 133 / 10' ON NW SIDE OF SEWER 58 \ \ \J
• - - - - / V �/ \ � ` / (1.325 SF - 0.031 AC) � v N� i � �
Iuu
139 �� 56
132 ` 116 / �� . 1 �, �` \ / 44
WETLANDS / o i,L��2 - 57
42 \
140 �� 131 % 4'2 117 �/� / AREA I 1 1 \ co% 43 \ � ,
159 ` 118 /\ \ / AREA H
��SFC'> 97 -' \'' P1RIVATE RAW) 10 N
p Z AREA Q I / / \ / �' \ _ (35' 9
\ G - I / \ q�9�G 142 / 119 �� / �` - - 7 8 I I I I \
�� 158 �� �;9 �9P 129 �� ` / AREA D " -' - �1 5 6 I I I I \\
\ \ • " • // �� �� 143 ISOLATED / 120 �\ \ \� 2 \ \ I I I_ �o
\ � . . J % ` " AREA E , • 1 I I J - -
435.81 "
6030.
111.67'
17413
78.60'
3530.
236.30'
5475.
197.31'
9008.
369.82'
960.0
102.83'
5355.
LINE
BEARING
DISTANCE
L26
S 17°50'50"
E
65.37'
L27
S 16°36'40"
E
136.77'
L28
S 20*45'11"
E
215.19'
L29
S 21 *10'35"
E
505.01'
L30
S 29°06'21"
W
50.10'
L31
S 86*10'21"
W
80.41'
L32
S 59*16'08"
W
319.07'
L33
S 59°24'31"
W
264.89'
L34
S 59*13'59"
W
247.54'
L35
S 59°16'14"
W
117.84'
BELL SWAMP BOUNDARY LINE
L1
S 79'40'43"
E
80.00'
L2
N 65*49'17"
E
125.00
L3
S 26°55'43"
E
75.00'
L4
S 64°55'43"
E
80.00'
L5
S 05°55'43"
E
80.00'
L6
S 47°25'43"
E
75.00'
L7
N 40*04'17"
E
95.00'
L8
S 78*10'43"
E
100.00
L9
S 00°25'43"
E
75.00'
L10
S 73°55'43"
E
125.00
L11
S 15'55'43"
E
170.00
L12
N 71 *34'17"
E
70.00'
L13
N 37*19'17"
E
75.00'
L14
N 65*49'17"
E
95.00'
L15
S 61'25'43"
E
65.00'
L16
N 57*19'17"
E
50.00'
L17
N 35*19'17"
E
60.00'
L18
N 08*49'17"
E
100.00
L19
N 23*04'17"
E
65.00'
L20
N 23*04'17"
E
65.00'
L21
S 73*10'43"
E
30.00'
L22
N 36°49'17"
E
30.00'
L23
N 55*49'17"
E
100.00
L24
N 69*34'17"
E
101.44'
L25
TIE
LINE
N 69*34'17"
E
30.03'
-
� �\ � - - •• - � ` / � \ // FILL #2 � � /AREA
\ /u \ (1,001 SF) 404 / \ \ I -
\ \ - gg I / ` \/ 144 121 - WETLANDS ( 65 \ 1 I - c4-
\ I 156 127 \\ / / \ 66 SR 1406) - - --
I /� .� / AM R N ( E
160 �� / 145 / ` 122 / - I _ - _BELL 60, PUBLIC R� _ _ N/F A TAY�OR
155 126 I \ - -I-I_ EPIoST�ReEo, vio� 02
J \ - 88 I I . '� , . . . • - - y eiR L & p03$
s _ \
\ // \ % %'% � '� � �- ' , AREA F � � - _ _�-I - Z � � ER gE- 0g7p 50
\ 1 1 161 ISOLATED / /'', 'f i /' - JPSPPRCEL 614 PE'. D
\ � i WETLAND . % �'%'� ' '� - 125 '�- -� _ � � - r' ' a �^ Z 0 pNING•• CANT
FILL #3 154-
\\ \ ♦+ / (12,115 SF) fi,i,�i ,, ♦ `� // ' / // - - a vZ G o o o Z o \ \ LA
,,, G y tCT7
\ 87 �/ 16l i� / �/ 124 �\
\ \ ♦ \ 9 // 153/ 146 / _ �_ / / o� ovG-i a \ vim-)D o
163 / �__� un o \ u1 r 00o.• cry _ �2 o v
°o \ 86 % l 152 /� \ / / % 123 �� / / ZONau1 r'�'�� \ rZ� v� mac? 6 6' \ \
\ `\ \�/ 147 / '� I // / / / Z �2� y_n \ �,��w o� ��' a`�v��u' ���� OG <�
z \ \ �• / / - 0 1 c� ���z ��c� ��� ����' oz�� ��� Nam \ \
- \ \ \ ♦ 85 164 �� // \/ 67\ / c aC_ v' c? 0y �? 0 r� Qoo ,, Wrn \
o \ �2� 151 �� / 32 �� �� vv 1 1 ouT �� �o<"� �,r'6� �'� \
q/11 ',y oc�m c
01
CIO
cD \ :011 R / °per yy(� 165 % / / / / cn < � r' o cr o !---A
\ \
v \ 84 �/ 150 �� / / I z N c^ N W \ o o
\ 69
83 If, 166/� 70 �I �S o0 66 v �, \
149 > / \ / / �� 0� �2 OFF .. 00 0
\ \ v ♦ // `� 71 \\ �/ / / / gy gyp. oQG \" �0 rc 1J o om \
82 / \/" 72 \\ / / /� / ��\ Q POO' ti G� F P o W o 1 DANNY PARCEL ID: 0970002612E \ \ \\\��
\ \ DB: 1462 PG: 19
y ��� 81 �\ �� 73 / / �S�• ZONING: RR
\ \ 9 �6p. �� , / �O \ LAND USE: SINGLE FAMILY RESIDENTIAL
.2 / \
74 \ �/ \ 01
Elp \ \\ �9�� ��0�oT c `��1 �/ 80 . , 75 �� / / / GRAPHIC SCALE
\\ \ C9,�, 9QO 0'�'\ / Qj 0��100 0 50 100 200 400
i
\ /\
DATE:
3-16-20
SCALE:
1 "=100'
DRAWN:
G� ( IN FEET) JCD
AREA U / cti78 \
`'�� \ 1 inch = 100 ft.
404
\ WETLANDS 9,y p� 9 ,y.�R \ /
R Q � TG� ��pt� �/ / 77 / i \ P 1 REVISED PER USACE COMMENTS. 5-4-20
AREA T l\
404 \
WETLANDS' "
M \
s s• ti ti
\ \ ,p 9"S �9 Cyr Cl
ACM /
PRELIMINARY PLAT
NOT FOR RECORDATION,
CONVEYANCES, OR SALES
2
REVISED TO ADD LABELS & ADJUST TABLES.
5-7-20
3
REVISED TO ADJUST LABELS.
5-14-20
4
REVISED TO ADJUST PUMP STATION SITE.
6-1-20
5
REVISED TO ADJUST WETLAND NEAR WET POND #3, ISOLATED WETLAND, ISOLATED WETLAND IMPACTS,
WETLAND IMPACT LEGEND & NAME OF WETLAND TABLES & ADD ISOLATED WETLAND FILL TABLE.
1-4-21
REV N0.
DESCRIPTION
DATE
I KLVISIUNS I /
FINAL
DRAWING
FOR REVIEW
PURPOSES
ONLY
MALPASS ENGINEERING & SURVEYING, P.C. CHECKED:
1134 SHIPYARD BOULEVARD JBM
WILMINGTON, NORTH CAROLINA 28412 PROJECT NO:
Phone [phone] Email: jeffmalpass®bizec.rr.com 316
Fax [phone] License No. C-2320
DEVELOPER: SUNSET DEVELOPERS OF DELCO, LLC SHEET NO:1
2088 NEILS EDDY RD
RIEGELWOOD, NC 28456
PHONE: [phone]
OF:

NOTES
1. BOUNDARY & TOPOGRAPHICAL SURVEY PROVIDED BY PORT CITY LAND SURVEYING, PLLC (1144 SHIPYARD BLVD, WILMINGTON, NC 28412, PHONE:
910-791-0080, STEVEN L. BUIE, PROFESSIONAL LAND SURVEYOR No. L-3402).
2. LIMITS OF DISTURBANCE = 2,297,582 SF = 52.75 ACRES.
3. DISTURBED AREA WITHIN RIGHTS -OF -WAY OF BELL SWAMP RD, BELL SWAMP CONNECTION, & US-17 SHALL BE IMMEDIATELY SEEDED & STABILIZED WITH
EXCELSIOR MAT OR MULCH PRIOR TO ANY RAINFALL EVENT & IN ACCORDANCE WITH GROUND STABILIZATION CHART.
4. UPON COMPLETION OF ANY PHASE OF ACTIVITY SIDE SLOPES WILL BE SEEDED/STABILIZED IN ACCORDANCE WITH GROUND STABILIZATION CHART.
5. ALL ELEVATIONS ARE IN FEET UNLESS OTHERWISE INDICATED.
6. ALL CITY, STATE, & FEDERAL REGULATIONS SHALL BE FOLLOWED.
7. WETLAND DELINEATION BY DAVID SCIBETTA OF SOUTHERN ENVIRONMENTAL GROUP, INC. (5315 S COLLEGE RD, SUITE E, WILMINGTON, NC 28412,
PHONE: [phone] WETLANDS ON SITE = 1,203,035 SF = 27.618 ACRES. ISOLATED WETLANDS ON SITE = 22,793 SF = 0.523 ACRES.
404 WETLANDS OFF SITE WITHIN LIMITS OF DISTURBANCE = 2,948 SF = 0.0677 ACRES.
8. EXISTING VEGETATION WITHIN PERIPHERY BUFFERS & STREET BUFFERS SHALL BE USED TO MEET BUFFER REQUIREMENTS. SUPPLEMENTAL VEGETATION
SHALL BE ADDED WITHIN PERIPHERY BUFFERS & STREET BUFFERS WHERE NEEDED.
9. PROJECT TO BE BUILT TO COUNTY SPECIFICATIONS FOR WATER & SEWER. A UTILITY PLAN MUST BE SUBMITTED & APPROVED BY ENGINEERING &
EMERGENCY MANAGEMENT.
10. COUNTY & STATE STORMWATER PERMITS MUST BE OBTAINED PRIOR TO ANY CONSTRUCTION. NO NATURAL DRAINAGE AREAS WILL BE CUT OFF OR
DISTURBED BEFORE OBTAINING THE PERMITS.
11. THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTER COVENANTS, & DEEDS SHOWING THE LOCATION OF WETLANDS & NOTING THAT THOSE
AREAS MAY NOT BE FILLED, DISTURBED, OR ALTERED IN ANY WAY UNLESS PROPERLY PERMITTED BY THE NC DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES AND/OR THE U.S. ARMY CORPS OF ENGINEERS.
12. A HOMEOWNERS ASSOCIATION SHALL BE FORMED PRIOR TO THE SALE OF LOTS TO THE END USER, AND MEMBERSHIP SHALL BE AUTOMATIC UPON
PURCHASE WITHIN THE DEVELOPMENT. THE HOMEOWNERS ASSOCIATION SHALL COMPLY WITH THE STANDARDS SET FORTH IN SECTION 6.11.2.1 OF THE
BRUNSWICK COUNTY UNIFIED DEVELOPMENT ORDINANCE.
13. ALL ROADS SHALL BE PRIVATE. ALL PRIVATE ROADS SHALL BE BUILT TO NCDOT MINIMUM PAVING STANDARDS (THICKNESS OF BASE & SURFACE COURSE
ONLY) FOR SUBDIVISION ROADS PER SECTION 6.11.5.E OF THE BRUNSWICK COUNTY UNIFIED DEVELOPMENT ORDINANCE.
14. ALL SPACE NOT WITHIN A RIGHT-OF-WAY OR ON THE LOTS THEMSELVES IS COMMON AREA. COMMON AREA SHALL BE OWNED & MAINTAINED
BY THE HOMEOWNER'S ASSOCIATION. THE HOMEOWNER'S ASSOCIATION SHALL OWN ALL PRIVATE ROAD RIGHTS -OF -WAY WITHIN THE DEVELOPMENT & SHALL
BE RESPONSIBLE FOR THE MAINTENANCE OF ALL ROADS WITHIN THE DEVELOPMENT.
15. A 10' UTILITY & DRAINAGE EASEMENT SHALL BE PROVIDED ALONG THE PROPOSED PRIVATE ROAD RIGHTS -OF -WAY. ALSO, A PUBLIC UTILITY
EASEMENT SHALL BE PROVIDED OVER ALL PRIVATE ROAD RIGHTS -OF -WAY WITHIN THE SUBDIVISION.
16. LOCATION OF ANY STREET LIGHTS, ELECTRIC LINES, TELEPHONE LINES, AND/OR NATURAL GAS LINES TO BE DETERMINED BY UTILITY COMPANIES.
17. ALL PROPOSED ON -SITE UTILITY LINES SHALL BE UNDERGROUND.
18. ADA APPROVED DETECTABLE WARNING DOMES SHALL BE INSTALLED ON ALL CURB RAMPS.
19. ALL PROPOSED VEGETATION WITHIN THE SIGHT TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL SIGHT LINES FROM 30"-10'.
20. INDIVIDUAL ROLL CARTS SHALL BE USED FOR DETACHED SINGLE-FAMILY LOT TRASH REMOVAL. TRASH DUMPSTER SHALL BE USED FOR TOWNHOUSE LOT
TRASH REMOVAL.
21. MANHOLES, CATCH BASINS, & DROP INLETS SHALL BE SIZED APPROPRIATELY TO ACCOMMODATE OVERSIZED PIPES.
22. ALL MANHOLES AND DROP INLETS SHALL BE TRAFFIC BEARING. CATCH BASINS LABELED V-SHAPE SHALL BE US FOUNDRY USF 5298 FRAME & 6298
GRATE (OR EQUIVALENT).
23. NO PIPE JOINTS SHALL BE INSIDE ANY INTERFERENCE MANHOLE.
24. STORM DRAIN PIPE MAY BE RCP (SHOWN ON PLAN) OR HP STORM (POLYPROPYLENE DOUBLE-GASKETED PIPE WITH CORRUGATED EXTERIOR & SMOOTH
INTERIOR MEETING AASHTO M330). A MINIMUM COVER OF 2 FEET (TOP OF PIPE TO SUBGRADE) SHALL BE PROVIDED OVER RCP UNDER ROADS UNLESS
CLASS IV RCP IS USED. A MINIMUM COVER OF 1 FOOT (TOP OF PIPE TO SUBGRADE) SHALL BE PROVIDED OVER CLASS IV RCP UNDER ROADS. A MINIMUM
COVER OF 1 FOOT (TOP OF PIPE TO SUBGRADE) SHALL BE PROVIDED OVER HP STORM UNDER ROADS. COVER GREATER THAN 1 FOOT (TOP OF PIPE TO
GROUND SURFACE) OVER HP STORM MAY BE REQUIRED TO PREVENT FLOTATION OF PIPE. PROVIDE MINIMUM COVER OVER HP STORM PER TABLE 2 IN
ADVANCED DRAINAGE SYSTEMS, INC.'S (MANUFACTURER'S) TECHNICAL NOTE 5.05 TO PREVENT FLOTATION. HP STORM SHALL BE INSTALLED PER THE
MANUFACTURER'S REQUIREMENTS.
25. TRASH AREAS & UTILITY AREAS (PUMP STATION) SHALL BE SCREENED PER SECTION 6.4 & 6.18 OF THE BRUNSWICK COUNTY UNIFIED DEVELOPMENT
ORDINANCE.
26. TYPE "H" CURB SHALL BE DESIGNED TO SUPPORT 75,000 LBS OF IMPOSED LOAD. EVALUATION LETTER FROM A 3RD PARTY NC REGISTERED DESIGN
PROFESSIONAL AND WRITTEN NARRATIVE OF CURBING DETAIL SHALL BE PROVIDED TO THE BRUNSWICK COUNTY FIRE MARSHAL.
27. COVENANTS AND DEED RESTRICTIONS FOR THE DEVELOPMENT SHALL PROHIBIT ON -STREET PARKING WITHIN THE DEVELOPMENT. SIGNAGE SHALL BE
INSTALLED AT EACH ENTRANCE TO THE DEVELOPMENT INDICATING THAT ON -STREET PARKING IS PROHIBITED.
28. THE DRIVEWAY FOR LOTS #1, 65, 76, & 77 SHALL BE LOCATED AT LEAST 50 FEET FROM THE RIGHT-OF-WAY OF BELL SWAMP ROAD. THE DRIVEWAY
FOR LOTS #19 & 20 SHALL BE LOCATED AT LEAST 50 FEET FROM THE RIGHT-OF-WAY OF BELL SWAMP CONNECTION.
29. THE ISOLATED WETLANDS ON LOTS 127-128, 144-147, 154-155, & 189-191 SHALL BE FILLED PRIOR TO RECORDING THE RESPECTIVE LOT IN ORDER TO
MAKE THE LOT BUILDABLE. THE WETLANDS, OR A PORTION OF THE WETLANDS, ON LOTS 35, 90, 104-106, 122, 124-125, 161, 180, & 187-188 SHALL BE
FILLED PRIOR TO RECORDING THE RESPECTIVE LOT IN ORDER TO MAKE THE LOT BUILDABLE. THE WETLANDS, OR A PORTION OF THE WETLANDS, ON ANY
OTHER LOT MAY BE FILLED PRIOR TO THE RECORDING OF THE LOT IN ORDER TO MAKE THE LOT BUILDABLE. THE WETLANDS AT ROAD CROSSINGS SHALL
BE FILLED. THE WETLANDS SURROUNDED BY ROADS & LOTS MAY BE FILLED. TEMPORARY WETLAND IMPACTS SHALL BE MADE IN ORDER TO INSTALL
STORM DRAIN SYSTEMS, UTILITIES, & RETAINING WALLS, AND TO CONSTRUCT TOWNHOUSE BUILDINGS. THE NECESSARY PERMITS FROM THE NC DEPARTMENT
OF ENVIRONMENT AND NATURAL RESOURCES AND/OR THE U.S. ARMY CORPS OF ENGINEERS SHALL BE OBTAINED, IF REQUIRED, PRIOR TO FILLING,
DISTURBING, OR ALTERING WETLANDS.
30. THE PROPOSED DRAINAGE EASEMENTS FROM BELL SWAMP CONNECTION NE R/W TO, AND INCLUDING, WET PONDS #1 & 2, AND FROM BELL SWAMP RD NE
R/W TO, AND INCLUDING WET PONDS #2 & 3 SHALL BE PERMANENT AND RECORDED WITH THE BRUNSWICK COUNTY REGISTER OF DEEDS. THE EASEMENTS
SHALL BE GRANTED IN FAVOR OF NCDEQ FOR ACCESS TO THE STORMWATER CONTROL MEASURES (SCMs). ALL STORMWATER CONTROL MEASURES (SCMs)
SHALL BE PRIVATE AND MAINTAINED AS DESCRIBED IN THE RECORDED OPERATION AND MAINTENANCE AGREEMENT.
31. ALL ROOF DRAINS ON DETACHED SINGLE-FAMILY LOTS SHALL BE DIRECTED TOWARDS THE ROAD IN FRONT OF, OR ADJACENT TO, THE RESPECTIVE LOT,
AND TO THE DRAINAGE SYSTEM & POND (SEE DRAINAGE AREA MAPS). ROOF DRAINS ON TOWNHOUSE LOTS SHALL BE DIRECTED TOWARDS THE
APPROPRIATE DRAINAGE SYSTEM & POND (SEE DRAINAGE AREA MAPS).
32. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RAISE & SLOPE LOTS ADEQUATELY TO ENSURE POSITIVE DRAINAGE TOWARDS PROPOSED ROAD(S) PER
THE DRAINAGE AREA MAPS. THE CONTRACTOR SHALL ENSURE STORMWATER ON ADJACENT PROPERTY IS NOT HINDERED FROM FLOWING OFF THEIR
PROPERTY DUE TO DEVELOPMENT.
33. THE MINIMUM BUILDING PAD ELEVATIONS (DIRT GRADES) FOR LOTS SHALL BE IN ACCORDANCE WITH THE TABLE ON SHEET 2 OF THE PLAN.
34. DURING CONSTRUCTION WET PONDS #1, 2, & 3 WILL SERVE AS SEDIMENT BASINS. A FAIRCLOTH SKIMMER SHALL BE INSTALLED & CONNECTED TO
THE OUTLET STRUCTURE OF EACH POND (SEE SKIMMER DETAIL & CHART FOR SKIMMER & ORIFICE SIZE). THE FAIRCLOTH SKIMMER IS TEMPORARY.
ONCE THE ENTIRE AREA DRAINING TO THE RESPECTIVE POND HAS BEEN STABILIZED, THE SKIMMER SHALL BE REMOVED & THE ORIFICE PIPE (SEE
POND DETAIL & CHART FOR SIZE) SHALL BE INSTALLED.
35. PRIOR TO THE INSTALLATION OF WATER & SANITARY SEWER MAINS (GRAVITY & FORCE) CONTRACTOR SHALL NOTIFY THE ENGINEER WITH MALPASS
ENGINEERING & SURVEYING, P.C. AT 910-392-5243.
36. PROPOSED WATER MAINS, SANITARY SEWER MAINS (GRAVITY & FORCE), & PUMP STATION SHALL BE OWNED BY BRUNSWICK COUNTY.
37. PROPOSED PVC WATER MAINS (4"-12") SHALL BE C900 CLASS 150 (DR-18). PROPOSED DIP WATER MAINS (4"-12") SHALL CONFORM TO AWWA C150
& AWWA C151 MINIMUM PRESSURE CLASS 350. BENDS & FITTINGS AS NECESSARY ON WATER MAINS.
38. PROPOSED SANITARY SEWER GRAVITY MAINS (8"-12") WITH DEPTH OF EARTH COVER 3' OR GREATER SHALL BE C900 DR-18, UNLESS OTHERWISE
SPECIFIED. PROPOSED SANITARY SEWER GRAVITY MAINS WITH DEPTH OF EARTH COVER LESS THAN 3' SHALL BE DIP. PROPOSED DIP SANITARY
SEWER GRAVITY MAINS SHALL CONFORM TO AWWA C150 & AWWA C151 WITH EXTERIOR ASPHALTIC COATING & INTERIOR LINING OF PROTECTO 401 (OR
EQUIVALENT).
39. SANITARY SEWER GRAVITY MAIN LENGTHS & SLOPES INDICATED ARE BASED ON THE DISTANCE FROM INSIDE WALL OF MANHOLE TO INSIDE WALL OF
MANHOLE.
40. PROPOSED PVC SANITARY SEWER FORCE MAINS (4"-12") SHALL BE C900 DR-18. PROPOSED DIP SANITARY SEWER FORCE MAINS SHALL CONFORM TO
AWWA C150 & AWWA C151. PROPOSED HDPE SANITARY SEWER FORCE MAIN SHALL BE PE 4710, ASTM D2239, MINIMUM DR-9.
41. INSTALL WATERTIGHT PLUG ON SANITARY SEWER MAIN AT THE END OF PHASE LOCATIONS) FOR THE PHASE BEING CONSTRUCTED. WHEN THE
SANITARY SEWER MAIN IS EXTENDED FOR THE NEXT PHASE, THE APPROPRIATE PLUG(S) SHALL BE REMOVED. WHERE THE END OF PHASE OCCURS AT
A SANITARY SEWER MANHOLE, ALL UPSTREAM OPENINGS SHALL BE PLUGGED.
42. WET WELL AND SSMH-1 (MH UPSTREAM OF WET WELL) SHALL BE PRECAST POLYMER CONCRETE SECTIONS.
43. WET WELL & SANITARY SEWER MANHOLE MANUFACTURER IS RESPONSIBLE FOR ENTIRE STRUCTURAL DESIGN (REINFORCEMENT, THICKNESS, ETC. OF
WET WELL & SANITARY SEWER MANHOLES.
44. AS -BUILT WATER & SEWER PLANS SHALL BE SUBMITTED AND APPROVED BEFORE ANY C.O. OR CERTIFICATE OF ZONING COMPLIANCE.
45. ALL TRAFFIC CONTROL MEASURES (SIGNS, PAVEMENT MARKINGS, ETC.) SHALL MEET THE LATEST EDITION OF THE MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES) AND THE NCDOT STANDARD SPECIFICATIONS. THE MORE STRINGENT STANDARDS SHALL APPLY.
46. CONTRACTOR TO REPAIR DISTURBED AREAS (ASPHALT, CONCRETE, GRASS PLAZA, ETC.) WITHIN BELL SWAMP ROAD NE, BELL SWAMP CONNECTION NE, &
US-17 TO PRE -CONSTRUCTION CONDITIONS OR BETTER.
47. LOT OWNER(S) SHALL NOT PLACE VERTICAL OBSTRUCTIONS, FENCES, WALLS, ETC. IN EASEMENTS WITHOUT PROPER AUTHORIZATION.
48. CONTRACTOR TO RELOCATE/REMOVE EXISTING UTILITIES AS NECESSARY. CONTRACTOR SHALL CONTACT & COORDINATE ANY UTILITY RELOCATION/REMOVAL
WITH THE APPROPRIATE UTILITY PROVIDER.
49. TOWNHOUSE SECTION PARKING LOT SHALL BE FOR TOWNHOUSE RESIDENTS OF SUNSET ESTATES AND THEIR GUESTS. OTHER PARKING LOTS SHALL BE FOR
ALL RESIDENTS OF SUNSET ESTATES TO ACCESS THE MAIL KIOSKS AND/OR FOR ADDITIONAL/SUPPLEMENTAL PARKING (PASSENGER VEHICLES ONLY) FOR
THE RESIDENTS OF SUNSET ESTATES AND THEIR GUESTS. PARKING LOTS SHALL BE FOR CAR AND TRUCK PARKING, NOT FOR BOAT OR RV TYPE PARKING.
ON -STREET PARKING IS PROHIBITED.
50. AT THE DEVELOPER'S DISCRETION, ADDITIONAL FILL MATERIAL (GREATER THAN SHOWN ON STORMWATER PLAN) MAY BE PLACED WITHIN THE LIMITS
OF DISTURBANCE ON THE SITE (INCLUDING, BUT NOT LIMITED TO, BESIDE LOT 25, BESIDE LOT 89, BESIDE LOT 97, BEHIND LOTS 121-122, BEHIND LOTS
189-200, ON ANY LOT, AND/OR ON THE OPEN SPACE/USABLE RECREATION AREA ADJACENT TO WET POND #3), EXCEPT NOT WITHIN ROAD
RIGHTS -OF -WAY, WET PONDS, SWALES, AND PUMP STATION SITE.
51. SILT FENCE MAY BE REMOVED FROM REAR OF LOTS 1-25 & 65-86 ONCE THE RESPECTIVE LOT HAS BEEN FILLED AND GRADED TO DRAIN TO
THE PROPOSED ROAD IN FRONT OF, OR ADJACENT TO, THE LOT.
52. PROPOSED DI-1 SHALL HAVE A 2' WIDE BY 0.5' HIGH WEIR OPENING ON THE EAST SIDE (FACING SWALE #4) & ON THE SOUTH SIDE (FACING SWALE #5).
THE BOTTOM OF WEIR OPENING ELEVATION FOR BOTH WEIRS SHALL BE 32.56.
53. 6'-8' WIDE SLATTED BOARDWALK (3' MINIMUM ABOVE WETLAND IF 6' WIDE, OTHERWISE 5' MINIMUM ABOVE WETLAND) CENTERED OVER STORM DRAIN PIPE
AS SHOWN ON THE PLAN. BOARDWALK TO BE DESIGNED TO SUPPORT SMALL EQUIPMENT (LAWNMOWERS AND/OR OTHER EQUIPMENT OF SIMILAR SIZE &
WEIGHT). BOARDWALK TO BE DESIGNED BY OTHERS. MALPASS ENGINEERING & SURVEYING, P.C. IS NOT RESPONSIBLE FOR BOARDWALK DESIGN.
54. RETAINING WALLS SHALL BE DESIGNED BY OTHERS. MALPASS ENGINEERING & SURVEYING, P.C. IS NOT RESPONSIBLE FOR RETAINING WALL DESIGN.
55. DI-2, DI-3, DI-4, DI-5, AND DI-6 SHALL BE TRAFFIC BEARING STRUCTURES.
56. DRAIN BASIN STANDARD GRATE (DBSG) AND DRAIN BASIN SOLID COVER (DBSC) SHALL BE NYLOPLAST LIGHT DUTY DRAINS, OR EQUIVALENT. DRAIN
BASINS SHALL BE SIZED APPROPRIATELY TO ACCOMMODATE PROPOSED PIPE SIZES AND ANGLES BETWEEN PIPES CONNECTING TO STRUCTURE.
57. PLAN SHALL BE USED IN CONJUNCTION WITH STORM WATER/EROSION CONTROL NARRATIVE, EROSION CONTROL SPECIFICATIONS, SANITARY SEWER NARRATIVE
& SPECIFICATIONS, WATER NARRATIVE & SPECIFICATIONS, WETLAND IMPACT MAP, AND ALL REQUIRED PERMITS/APPROVALS.
58. PER A MAY 22, 2020 REPORT BY WINSLOW GOINS, P.E. OF ECS SOUTHEAST, LLP THE ASPHALT WITH ABC STONE BASE AND CURB WITH NO STONE
BASE SHOWN ON THE ROAD CROSS SECTION DETAIL & CURB DETAIL ON THIS PLAN ARE SUFFICIENT TO SUPPORT A 75,000 LB FIRE TRUCK BASED ON
THE SOILS ON THIS SITE.
0
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a
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ry
a
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0
N
0
a
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C7
LEGEND (SCALE: 1 "=50')
- -
BOUNDARY LINE / PROJECT BOUNDARY
ADJACENT
PROPERTY LINE (APPROX, NOT SURVEYED)
- - - -
EXISTING
ROAD CENTERLINE
- - - - -
EXISTING
R/W
EIRO
EXISTING
IRON ROD
EIP O
EXISTING
IRON PIPE
ECM o
EXISTING
CONCRETE MONUMENT
R/W MARKERS
EXISTING
R/W MARKER
EMNL•
EXISTING
MAGNETIC NAIL
ERRS.
EXISTING
RAILROAD SPIKE
- - - - - - - -
EXISTING
FLOOD LINE
------------------------------42------------------------------ EXISTING CONTOUR
W W w w w EXISTING WATER LINE (APPROX.)
EXISTING FIRE HYDRANT (F/H)
EXISTING WATER VALVE (W.V.)
EXISTING WATER METER (W.M.)
-FM-FM-FM-FM-FM-EXISTING SANITARY SEWER FORCE MAIN (APPROX.)
°° EXISTING SANITARY SEWER CLEANOUT (C.O.)
EXISTING POWER POLE
EXISTING GUY WIRE
oHE 0HE 0HE 0HE EXISTING OVERHEAD POWER LINE
TRANS
❑T
Fo
EEI
C- - - - - - - - - - - - - - -
42
42.75 X
FM FM FM FM FM
SS SS SS SS SS
0 C.O.
W W W W W
w
EXISTING ELECTRIC TRANSFORMER
EXISTING COMMUNICATIONS PEDESTAL
EXISTING COMMUNICATIONS BOX
EXISTING FIBER OPTIC
EXISTING METER BOX
EXISTING SIGN
EXISTING MAILBOX
EXISTING STORM DRAIN PIPE
EXISTING DITCH
EXISTING STREAM (APPROX.)
EXISTING EASEMENT
PROPOSED ROAD CENTERLINE
PROPOSED R/W
PROPOSED LOT LINE
PROPOSED SETBACK
PROPOSED EASEMENT
PROPOSED BUFFER
PROPOSED FENCE
PROPOSED BERM OR TEMPORARY BERM
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
PROPOSED SANITARY SEWER FORCE MAIN
PROPOSED AIR RELEASE VALVE
PROPOSED SANITARY SEWER GRAVITY MAIN
PROPOSED SANITARY SEWER MANHOLE (SSMH)
PROPOSED SANITARY SEWER CLEANOUT (C.O.)
PROPOSED WATER LINE (W/L)
PROPOSED FIRE HYDRANT ASSEMBLY
(F/H)-INCLUDES HYDRANT VALVE
° PROPOSED BLOWOFF ASSEMBLY (B.C.)
D I PROPOSED GATE VALVE (G.V.)
0 WM• PROPOSED WATER METER (W.M.)
® PROPOSED INLET PROTECTION
CE PROPOSED CONSTRUCTION ENTRANCE
-X X X X X X PROPOSED SILT FENCE
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SIDEWALK
11111 OR
r7I 717 17 71 717 17
1 I REVISED TO ADJUST NOTES. 1 5-4-20
2
REVISED TO ADJUST NOTES.
5-7-20
3
REVISED TO ADD NOTES #57 & 58, AND ADJUST NOTE #24.
6-1-20
4
REVISED TO ADJUST WETLAND IMPACT LEGEND & NOTES #2 & 7.
1-4-21
REV NO.
I DESCRIPTION
DATE
I HLVISIUNS I /
0
E
TW
GE
J
PROPOSED SLATTED BOARDWALK
WETLANDS
PROPOSED
SWALE
PROPOSED
STORM DRAIN PIPE
PROPOSED
CATCH BASIN (CB)
PROPOSED
STORM DRAIN MANHOLE (SDMH)
PROPOSED
DROP INLET (DI)
PROPOSED
DRAIN BASIN STANDARD GRATE (DBSG)
PROPOSED
DRAIN BASIN SOLID COVER (DBSC)
PROPOSED
TOP OF RETAINING WALL
PROPOSED
GROUND ELEVATION AT RETAINING WALL
PROPOSED
HIGH VISIBILITY OR
STANDARD CROSSWALK (6' WIDE)
PROPOSED OPEN SPACE
PROPOSED USABLE RECREATION AREA
(OPEN SPACE)
TEMPORARY 404 WETLAND IMPACT
ISOLATED WETLAND FILL
WETLAND IMPACT MAP -LEGEND & NOTES
AURORA PACE
TOWNCREEK TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
FINAL
DRAWING
FOR REVIEW
PURPOSES
ONLY
DATE:
3-16-20
SCALE:
N.T.S.
DRAWN:
JCD
MALPASS ENGINEERING & SURVEYING, P.C. CHECKED:
1134 SHIPYARD BOULEVARD JBM
WILMINGTON, NORTH CAROLINA 28412 PROJECT NO:
Phone [phone] Email: jeffmalpass®bizec.rr.com 316
Fax [phone] License No. C-2320
DEVELOPER: SUNSET DEVELOPERS OF DELCO, LLC SHEET NO: 2
2088 NEILS EDDY RD
RIEGELWOOD, NC 28456
PHONE: [phone]
OF:

r ` rr + ` ,+ ' ` r r ` ` + ` ` , r ` ` ,. ` ` . rI ` ` r ` ` .
` ` ` ,` ` ` r r
r r r r r + y r y r + + 50' VEGETATIVEBUFFER
y +
-- - - - - ---_ - r + ` , ` r + ` ` r + ' , ` + ` r ` ADJACENT TO
SURFACEWATERS+ r + + . FAC + `r
r
N ` ` 27
10' WIDE VEGETATIVE MAINTENANCE AREA CENTERED \ ` \ ` + ` , ` ` + ` ` ' r ` ` + ` ` ` , ` r ` ` ` ` , ` + ` ` + ` , ` ` r ` +
ON SLATTED BOARDWALK & STORM DRAIN PIPE 2
(204 SF = 0.005 AC)
IF
r ;
,_�' ,o ;` �\ 9c�`2(�`O ` r + r , , r ` r �'Z I ' _ - -- - •� + ` 2r5:1 SIDE SLOPE
_ 10°0-\ '2� + r y + , ; 94- �2S f BETWEEN POINTS
26
,
r�, AREA A
I - - ---- - _ , i + + , o a Q r ` ARE + `
35 WIDE VEGETATIVE MAINTENANCE -
I------------
3 --------- - - ,\ - - - \ + � -- ---_-------- ----- ----- � + , , y RAIN PIPE + /
�25 } N �� 'CENTERED ON STORM D
,
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- �' ,• 3�' 2$- �� � ISOLATED ,
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---------- ---- , %`-
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��<. ------ -7134 ` 1 14,-- -------
------ --------\
10-
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115
` r + ` , ` + - t��✓ 138 ----- 133 \ / / 25' WIDE VEGETATIVE MAINTENANCE AREA ;, G v / _ N
/ ---- / 10' ON NW SIDE OF SEWER PIPE & 15' ON SE SIDE ` 6��� tJ
____ - --\[\ _ (1,325 SF - 0.031
Cp
u► ," �'� 4` /
132 / \ \D / -- - ///-j \ -- - _/qJ - \ f - o y I J', -_w
404
WETLANDS r r ` + , ` , I / - / �;
99
,`
118
AREA H
``, 97 ; 11 '' I -(,, �` . ` •'�� ' % � ;,
AREA Q X''
` + ` ` ` r I i ✓ I \ ;' / 142 119 I ; - r
---------
RETAINING i / IIss- ---- - / I 129 / ; \ I \ / \ i r /; ';' `'40
WALL #10 37 Ep
✓ /�P '� AREA D 5,
I✓ '� \s\ `�\ \�°vO°�S,�o'�O
Y� 143 ISOLATED.120
AREA E
157'�,, 8WETLAND
i
II �
FILL #2 / o s�� s\ /j AREA G
+ - , RAELTAL
#», 'I Iti---- .
< 121 �
65INING,001 SF
144 +r404
89 ----^WETLANDS66 °n27
/7 \
SMALLEST A�iyS�\
I \
► HOUSE I I _-- s r'J \`I• / �- -✓' �..•... >; / FOOTPRINT
SHOWN - ---------------------' ON LOTS ---------------
\ --
./ '
`
0I \
s^ --�- .y.r••f••%1 ' /� 111 + + ► - + + r 11 .
87-89 I ---- -- ---,� s '� / 155 41
�i //i / /�, - 1 6 ` -''- , '
r (40 x42') ;' + w ; 88 I ppG9G ` /t•� j/ _r /l / r / ;f >'a.� ----- ----- -- r ` �i
/ l
2:1 SIDE' SLOPE
y ` ?�° , J ' ; !; �`, / �ROO>F`ZFS� \ / j// // / // • / % ; / '. 3•.`1 SIDE SLOPE - AREA F r T
% tl/40 , ; / / ✓ . BE WEEN p01NT�-
- - _-- _ _ - -- :1 SIDE --SLOPE ` y F 4
ISOLATED ' �,' r/ �/ / / , • _� ;'� ` ; - ' \ r / /, , , • �__ + --e ,,� , - % 40,;--.
WETLAND � r �/ t, / � / - - , }_--- _- - --- -- - - -'_ _1 ;
/ FI LL #3 154 \----------------- -' �\ - __------ / �. --- ' ` -
°moo / r12 115 SF)
� 42-
i
16 ,�� , - - _ - �� - ----------- / _ ----- ---- - ---- - - - - ' �j9 ----- _ A
� / ,�ti°�,� 124 ^J _ __
_ _
z ; ' ;'/ sF�'' ' �p� /\\ / 4fi ° AA'Ai s� ss\ ----- --_-
y
RETAINING ,r\OG�� ,�\ s`i' \ �''I' / - --- - -- --- _ _IN_ _---��---
o ---- WALL #12 �p / \ --- - ------ V�
' p°ti �'vp,�tiT \ ✓ ;' / : ' / >�
163 123 s ° -- -------------- '�--
DATE:
3-16- 20
SCALE:
1 "=50'
DRAWN:
152
147
1 REVISED TO USACE COMMENTS. 5-4-20
GRAPHIC SCALE
50 0 25 50 100 200
PRELIMINARY PLAT
NOT FOR RECORDATION,
( IN FEET )
2
REVISED TO ADJUST & ADD LABELS.
5-7-20
3
REVISED TO ADJUST PUMP STATION SITE & PIPE DRAINAGE SYSTEM.
6-1-20
4
REVISED TO ADJUST WETLAND NEAR WET POND #3, ISOLATED WETLAND, & ISOLATED WETLAND
IMPACTS.
1-4-21
REV NO.
1 DESCRIPTION
DATE
CONVEYANCES 0R SALES 1 inch = 50 ft. REVISIONS
MALPASS ENGINEERING & SURVEYING, P.C. CHECKED:
1134 SHIPYARD BOULEVARD JBM
WILMINGTON, NORTH CAROLINA 28412 PROJECT NO:
Phone [phone] Email: jeffmalpass®bizee.rr.com 316
Fax [phone] License No. C-2320
DEVELOPER: SUNSET DEVELOPERS OF DELCO, LLC SHEET NO: 3
2088 NEILS EDDY RD
RIEGELWOOD, NC 28456
PHONE: [phone]
OF:

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LIMITS OF 404 WETLAND
WETLAND FILL
0.50' 15.08' -
2.00'
0
TOP OF WALL o PROPOSED
ELEV=35.10 GRAD
m
RETAINING
DD WALL
c
HOUSE WETLAND FILL
9.92'
ELEV=35.30
ELEV=34.98
---EX. GRADE
-EX. ELEV=28.00
GROUND STONE EX. ELEV=27.00
ELEV=25.60 FOUNDATION EX. ELEV=26.00
A -A PROFILE CROSS SECTION OF WETLAND IMPACT AREA A
SCALE: 1 "=10'
ELEV=41.73
ELEV=39.00
EVENING WALK R/W
- 35.00'
PROPOSED GRADE
LIMITS OF 404 WETLAND
0.11'
/-- ELEV=41.66
SEX. ELEV=40.00
EX. GRADE�'-8" PVC W/L
\-EX. ELEV=38.90
24" RCP
8" PVC SS
G1-G1 PROFILE CROSS SECTION OF WETLAND IMPACT AREA G
SCALE: 1 "=10'
LIMITS OF 404 WETLAND
WETLAND FILL
LIMITS OF 404 WETLAND 17.00' 10.13'
DRIVEWAY 1.62'
26.04' TEMP. BUFFER ELEV=41.60 5.00'
EX. ELEV=27.00 EX. ELEV=27.00 ELEV=41.74 ELEV=42.24
EX. GRADE ELEV=41.56 PROPOSED GRADE ELEV=40.00
/ EX. ELEV=26.00% EX. ELEV=26.00 /
SEX. ELEV=25.75
48" RCP
INV=19.18 INV=19.26
B-B PROFILE CROSS SECTION OF WETLAND IMPACT AREA B
SCALE: 1 "=10'
LIMITS OF 404 WETLAND
WETLAND FILL
0.50' 10.37' TOWNHOUSE
0 1.75'
0 1.13'
m ELEV=37.74 PROPOSED
GRADE
TOP OF WALL
ELEV=37.93 c
M WALL
TI 'ELEV=38.18
XEX. ELEV=33.40
GROUND 8" HDPE
ELEV=32.75 EX. GRADE
/S'TONE
FOUNDATION EX. ELEV=33.00
C-C PROFILE CROSS SECTION OF WETLAND IMPACT AREA C
SCALE: 1 "=10'
LIMITS OF 404 WETLAND
WETLAND FILL
0.50'
11.16
5.34'
0
1.50' I
TOWNHOUSE
o
M I
TOWNHOUSE
(OFFSET FROM
m
M II
PROFILE)
D 00
6.00'
TOP OF WALL
m
ELEV=38.54
z
D - �''
Z cn
PROPOSED GRADE
c
TI
_T1
c
f I
1
ELEV=38.79
GROUNDS LEX. ELEV=36.70
ELEV=36.40 STONE EX. ELEV=37.00
FOUNDATION EX. GRADE
X.
ELEV=37.00
D-D PROFILE CROSS SECTION OF WETLAND IMPACT AREA D
SCALE: 1 "=10'
LIMITS OF 404 WETLAND
TOWNHOUSE
1.95'
TEMP. 8.05'
BUFFER
tGRADE
SED GRADE
8.79
=37.84
.=.7
E-E PROFILE CROSS SECTION OF WETLAND IMPACT AREA E
SCALE: 1 "=10'
WETLAND FILL LIMITS OF 404 WETLAND
PROPOSED GRADE
2.63'
ELEV=42.00
ELEV= 38.00
EX. ELEV=38.00
EX. GRADE
EX. ELEV=37.47
F-F PROFILE CROSS SECTION OF WETLAND IMPACT AREA F
SCALE: 1 "=10'
LEX. GRADE
EX. ELEV=41.50 EX. ELEV=39.64
G2-G2 PROFILE CROSS SECTION OF WETLAND IMPACT AREA G
SCALE: 1 "=10'
WETLAND FILL-\ LIMITS OF 404 WETLAND
8.11'
fEXEXPROPOSED GRADE
ELEV=36.00 ELEV=38.00
EX. ELEV=36.28
. GRADE
EX. ELEV=35.74
H-H PROFILE CROSS SECTION OF WETLAND IMPACT AREA H
SCALE: 1 "=10'
WETLAND FILL
6.39'
ELEV= 36.00
LIMITS OF 404 WETLAND
PROPOSED GRADE
--ELEV=38.00
/-EX. ELEV=36.00
EX. GRADE
EX. ELEV=35.51
1-1 PROFILE CROSS SECTION OF WETLAND IMPACT AREA I
SCALE: 1 "=10'
-LIMITS OF 404 WETLAND
50.45' TEMP. BUFFER -
EX. GRADE
EX. ELEV=31.47 EX. ELEV=32.76 �
EX. ELEV=31.00 EX. ELEV=32.00 /
8" PVC SS INV=24.56-
- IN V=24.36
J-J PROFILE CROSS SECTION OF WETLAND IMPACT AREA J
SCALE: 1 "=10'
NIGHTFALL PKWY R/W LIMITS OF 404 WETLAND
WETLAND FILL
2.01'
0.50'
0 2.00'
PROPOSED
m GRADE ELEV=35.88
TOP OF WALL
ELEV=36.19 c RETAINING
M WALL
EX. ELEV=30.00
GROUND STONE 0 1 RCP
ELEV=30.05 FOUNDATION EX. GRADE
L-L PROFILE CROSS SECTION OF WETLAND IMPACT AREA L
SCALE: 1 "=10'
LIMITS OF 404 WETLAND
NIGHTFALL PKWY R/W
WETLAND
FILL
0.50'
35.00'
0
2.00'
TOP OF WALL
o
PROPOSED
ELEV=34.46
ELEV=34.77
GRADE
m
c
RETAINING
m
WALL
EX. GRADE
8" PVC W/L_/
GROUND STONE
�18" RCP
EX. ELEV=28.00 -/
ELEV=27.08 FOUNDATION
8" PVC SS
M-M
PROFILE
CROSS SECTION OF
WETLAND IMPACT AREA M
SCALE: 1 "=10'
LIMITS OF 404 WETLAND
PROPOSED
- 20.40' TEMP. BUFFER-
-PROPOSED
GRADE r EX. GRADE
EX. ELEV=26.00
EX. ELEV=26.00-�' LEX. E�LEV=24.90
42" RCP
INV=19.00 INV=19.15
NOTE: 6'-8' WIDE SLATTED BOARDWALK TO BE INSTALLED CENTERED OVER
STORM DRAIN PIPE (3' MINIMUM ABOVE WETLAND IF 6' WIDE,
OTHERWISE 5' MINIMUM ABOVE WETLAND)
0-0 PROFILE CROSS SECTION OF WETLAND IMPACT AREA 0
SCALE: 1 "=10'
ELEV=31.00
PRELIMINARY PLAT
NOT FOR RECORDATION,
CONVEYANCES, OR SALES
WETLAND FILL
r-PROPOSED GRADE
LIMITS OF 404 WETLAND-
/-- ELEV=38.00
42.70'
VEX. VEX. GRADE
EX. ELEV=31.00
42" RCP
P-P PROFILE CROSS SECTION OF WETLAND IMPACT AREA P
SCALE: 1 "=10'
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
2.04'
LIMITS OF 404 WETLAND
NIGHTFALL PKWY R/W
WETLAND FILL
35.00' 8.75'
0
0 2.00'
0.50'
M f
OSED ELEV=42.39
TOP OF WALL
ELEV=42.70 c
m RETAINING WALL
�8" PVC W/L
STONE EX. GRADE
FOUNDATION EX. ELEV=39.00
GROUND
ELEV=38.70 ?,.,,
RCP 8" PVC SS
Q-Q PROFILE CROSS SECTION OF WETLAND IMPACT AREA Q
SCALE: 1 "=10'
BELL SWAMP CONNECTION R/W
LIMITS OF 404 WETLAND
SEDGE OF PAVEMENT
9.33'
TEMP. 10.01'
BUFFER __4EX. ELEV=39.76
� EX. ELEV=39.00
EX. ELEV=37.39 � EX. GRADE
EX. ELEV=37.55
12' PVC W/L
EX. ELEV=37.72
T-T PROFILE CROSS SECTION OF WETLAND IMPACT AREA T
5.24'
TEMP.
BUFFER
SCALE: 1 "=10'
BELL SWAMP CONNECTION R/W
LIMITS OF 404 WETLAND
-EDGE OF PAVEMENT
15.58'
z_EX. ELEV=39.26
EX. ELEV=38.40
EX. GRADE
EX. ELEV=36.17 EX. ELEV=36.70
6" PVC FM
U-U PROFILE CROSS SECTION OF WETLAND IMPACT AREA U
SCALE: 1 "=10'
1 REVISED PER USACE COMMENTS. 5-4-20
2
REVISED TO ADD NOTE TO PROFILE CROSS SECTION FOR WETLAND IMPACT AREA 0.
5-7-20
3
REVISED TO CHANGE PROJECT NAME.
1-4-21
REV N0.
DESCRIPTION
DATE
I HLVISIUNS /
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
WETLAND IMPACT MAP -SITE PLAN & PROFILE CROSS SECTION
AURORA PACE
TOWNCREEK TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
FINAL
DRAWING
FOR REVIEW
PURPOSES
ONLY
DATE:
3-16-20
SCALE:
VARIES
DRAWN:
JCa
EFax
ENGINEERING & SURVEYING, P.C. CHECKED:
YARD BOULEVARD JBM
N, NORTH CAROLINA 28412 PROJECT NO:
-392-5243 Email: jeffmalpass®bizec.rr.com 316
-392-5203 License No. C-2320
DEVELOPER: SUNSET DEVELOPERS OF DELCO, LLC SHEET N0: 4
2088 NEILS EDDY RD
RIEGELWOOD, NC 28456
PHONE: [phone]
OF: