20201353 Ver 2_More Info Received_20240313

BACHELORS DELIGHT MITIGATION BANK
CREDIT RESERVATION LETTER
March 11, 2024
TO: Elijah's Landing of Morehead City LLC FROM: Bachelors Delight Mitigation Bank
c/o Keith Walker c/o Davey Resource Group
108 Professional Park Drive 3805 Wrightsville Avenue, Suite 15
Beaufort NC 28516 Wilmington, NC 28403
Project: Elijah's Landing — Carteret County
Dear Keith:
Pursuant to a submitted credit request, Bachelors Delight Mitigation Bank (BDMB) is providing confirmation
of acceptance to supply non -riparian wetland credits for impacts associated with the Elijah's Landing
project in Carteret County, North Carolina. This acceptance is conditional upon receipt of payment as
outlined below. Please refer to the table below depicting the type and quantity of credits requested and
reserved for your project.
I Mitigation Type Credits Reserved Fee Per Unit I Fee
Stream 0 F_ $740.09 F_ $0.00
[Non -Riparian Wetland 0.35 $76,150.13 $26,652.55
Riparian Wetland 0.0 $76,150.13 r $0.00
Total Fee $26,652.55
Based upon receipt of the project credit request transmitted on March 11, 2024, BDMB will reserve 0.35
Non -Riparian Wetland Credits for a period of up to 90 days from the date of this letter. Note that requests
to reserve credits beyond 90 days will require a deposit. Please contact us if you need a reservation to
extend beyond the 90-day period.
Upon request for receipt of credit transfer, BDMB will issue an invoice in the amount of $26,652.55.
Upon receipt of payment, BDMB will provide an executed Transfer of Credit Certificate. Note that all
payments must be made with certified funds. It is the applicant's responsibility to ensure that the credit
types and amounts requested are consistent with the compensatory mitigation requirements of the
permit(s) issued. BDMB and/or its agents are not responsible for determining the applicant's mitigation
requirements. If you have any questions or need additional information, please contact me by phone at
[phone] or by email at [e-mail].
Sincerely,
Bachelors Delight Mitigation Bank
Christian Preziosi
Davey Resource Group (Agent)

-----
SEE REFEpENCE ►/ ' ` 0
J
6" BERM SWALE #2 LI -I
`I M
22.5 22.0 21 .5 ` \ \ 17.0 16.0 1 \ I I �I/ �I/
1.5 -s- _�_ 19.0 _ --= I -_ -- I
��h" YI-14 -+-- m -- YI-1 •0 YI_---------------------- - 1 I �I� �I� �I/ ,---_- t---- -12.0 12.5 - r-,`I--/ �IL� ��\1 AIL
20.5 9 - ____ �► -� \_�\ I`
00
\ ' 20.
3.
.0
72 0 2.00 0.72 20
��200 o 13.5 BUIN� 3\ \ z\ b
\
�= '
SWALE #1 BalLDING TYP& 2 �_'� t _- _ __ - ��;_BUILINN,G-�YP P 2 ,'' ,-- \\\ �� I �, T ,00
o
i-£Z III , --- ` \ O I - _ �--- $\8l I ,' / I - - �. -4. / 1114,
T
--� I,> N / FFE=22.27 3-' toll;z \ - story 11 T 1 U� -
/III,N �' z ,-' - �'� \\ i I / FrE=2t, 00 \1\ 1 1 / x°i I II \I/ / \' ULVE I ---- /�1
Try/ ACC. 24 UNITS , ' ABC. `� 24 UNITS / , ��- �` -" 4 4 1 4C I
UNIT 1 i' U IT \ I ACC! , , \ Abe• i `� \ / * A
dill,/ 1 , �' 2,00 2.00� uwr 120,7 k1 IT 1 I\I -��`\ \\ I /
.5 � / I �r 11 / / I YI- /r \ \t ,,, 1 M ,' 4• 0 8-35 q.o_J _E84 1f. M
_ _.0
1.22
Tr
NO=���, l►�11,/ 1 ��� ■ Il �(j �-
iVl
I h I �_--; S SSSS 5�-_� SS ASS SS , I
M
T u�
ACC. 15.5k0,
\/I a I^ ' I \ ' I -1 , / t I / . . I I• I CB-3 / I I oz , , NIT \\ UNIT
,`II• tix 3 _ ----=------ - B U LLD I N G 40 3 1
----- 0
18.5
I ------ BUIL �INGTYPE 2 FFE=15.7719.0
I 1
, I I Imo\ -#1 I S \ \ .I
o
20.p \ �' -n I 7 .g \ -- ------T--- '--r- ------ ------------- - _ 15.50 _ 2J \` 15.50 `� o
- - I I -- _ - NITS
-
I •� I� ?� $\ 21• ` ' ' 5 6,5 ' v } T ;14 '
F� x JU
/ _HLI4 T 14416
h
�DRAINAGE STRUCTURE TABLE - POND #1 DRAINAGE STRUCTURE TABLE - POND #2 DRAINAGE STRUCTURE TABLE' - POND #3
. m �\ FES-1 YI-9 CB-17 FES-24 YI-31 FES-37 CB-44 SDMH-52
YI2.00 m -21 s INV=11,00 RIM=20.10 RIM=20.42 INV=10.00 RIM=14,75 INV=8.00 RIM=11,80 RIM=13.80
FDC I �e \ ! mN \\ \ INV=17.85 INV=16,90 INV=11,50 INV IN=9.05((CB-47 INV=11,05
\ CB-2 SDMH-25 DI-38 INV IN=9.05SCB-Q
II 1 2 N I CB-10 CB-18 DI-32 �U1 RIM=1
i 0 RIM=14,58 RIM=18,93 RIM=20.60 RIM=12,55 RIM=14,75 RIM=11,75 INV OUT=9, 5 RIM=13.50
1/ I111 i N �N T \_ ILUING 0 1 o I \ INV IN-11 55 CB-10) WV-10 05 WV W-8 30 YI-39
,:�BILpING
for \\ \I
N CB-18 FFE=22.27 3- 5 ACC. ! I II
Ln
Zq
\ I I
I O/ i 00
CULVERT DATA TABLE
CULVERT
#
UPSTREAM
INVERT
DOWNSTREAM
INVERT
LENGTH
(LF)
DIAMETER
(IN)
SLOPE
(%)
1
9,30
9.20
34
24
0.30
2
7,00
6.60
86
24
0,47
3
9,60
8.60
54
36
1.85
4
8,14
8.00
48
24
0.30
INV IN=11,55 DI-6)
INV It 5.75 DI-11))
INV=17,40
-
INV W=10.80 YI-33
INV W=8,30 DI-463
CB-45
INV=11,25
DI-26
CB-54
INV CB-3)
WV 114 75 CB-iC
3
CB-19
WV W=10.80JC6-3)
INV OUT=8. 0
RIM=11,65
OUT= 1
INV OUT=11, 5
INV CB-19
RIM=19,21
RIM
INV OUT=10, 0
INV=9,40
RIM=13,75
YI-33
YI-39
CB-46
OUT=175
INV OUT=15. 0
INV=16,05
IN=10
INV IN=10.55(DI-32)
INV=11,50
INV W=10.55 YI-27
INV OUT=10. 5
RIM=14,90
INV=11,90
RIM=12,00
INV=9.00
RIM=11,75
INV=9,50
CB-3
RIM=14,30
DIM=
RIM=17.05
YI-20
INV=11,80
INV OUT=
INV OUT=16.80
RIM=20.35
INV IN=18.10 YI-21
YI-27
DIM=1
CB-47
CB-4
RIM=14,30
INV IN=18.10(YI-223
INV=17,80
RIM=14,75
INV=10.80
RIM=1
RIM=13,50
INV=11,00
RIM=11,75
INV IN=8.55(YI-41))
RIM=13,35
INV( _
iN=1025(SDMH�52)
YI-13
INV=12.00
RIM=20,20
INV IN=8.55 CB-4
IN 0 T-10 5
Z
YI 21
YI-28
CB 35
CULVERT INVERTS PROVIDE 20% BURIAL DI-6 INV=17,95
RIM=21,20
RIM=14,25
-
RIM=13,90
WV OUT=8. 5
V U -
YI-41
YI-48
II �Z I I RIM=18.90 YI-14
INV=18.45
INV=11,10
INV=11,65
YI-22
YI-29
_ 21•5
_ INV=15.75 RIM=21,10
-�- 22.0 I I
' li'I - 21•5 \ INV=18.85
RIM=12.50
RIM=14,60
` - YI-7
RIM=21,25
RIM=14,25
INV=10.00
INV=10,45
_
RIM=20.10 YI-15
INV=18.60
INV=11,40
YI-49
I INV=17,85 RIM=18.20
INV=18,95
CB-42
RIM
RIM=14,90
YI-23
YIM=1
' YI-8
RIM=21,10
WV=18.85
RIM=14,90
IN=8.
WV W=8,75 CB-43)
INV=11,35
YI-50
RIM=18.90 CB-16
INV=11,75
INV 111 CB-44
INV=16.65 RIM=19.50
INV OUT=8. 5
RIM=14,00
INV=16.30
INV=11,75
R M 11,10
INV-8.85
\ _ -23,3
\, GRADING & DRAINAGE PLAN - SOUTH
R-514,60
INV=12,35
GEAbLMLNI
j I
p
I NORTH \ ji
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ----
SEEREF��NGE_MA -/ 1 �------------------------------------------- Ij• \ 3 /' �'---�-------------------------------------------- - - -sit- - - - - - - --j-_---------------------✓•-
LiJ I 0 --��---------------�ERT #3 ---
-_
-�
O -------
Tj-=--
=--
---_M I
_----- - _--
__ ----- ,2----- _=_ \2 . a I \ \ =-5=� - 20.00--- I
w r to _ 15.0 YI-51 --------------------- ` \ \ �'\ - �� I EA¢EMEI�T '
w=----------------------------- - - - - -- I --- --- 4• 1--� 'if'v�=----------� -- �� ---- - - - - --
ACC.
UNIT 15.80 \ / ACC, 80
I-^ I n I 'n a I \ - - - ` � � � � \
BUILDNG 64� UNIT O �' ii ----- ---- 2.6 -� --- ------ �'-��L1f�'L�,�F--
�.
w � � __ � �Li �\� Ali ` I , \ I / I, \-; �' BUILDING\`TY�F'E 3 '� ! -1\-- -4 �
Z _ - - T 1 T .14. \I/ \I/ I \ ! A f I I N,
J -1 - �I� \ \\ \ \ ; 3-story FFE=16.07 i �\ a ,! \ �, \, \\\ ��-'1-�,�� P ; � !,,\
\/ m 1 T 14 I \ \ l� ' ' t1�
_ 24 UNITS I ti '� �'! �, s' �
�� ACC. ACC. s , I V r
i< II k T '1 \ CB-54 JUNIT NIT I ACC. / /
+ 1 I \ 1 t5.8 UNIT I t4 3 �0
♦- 1A0 \ `,� a -- -- -- - 3 -49 , o
Q 1 I 14 15.0 FD�-48 I I \
1 I --- -- - -------- - \ I 12y 3.53
/ I // y b I \�� \ 15,3 I \ !! <y( \ Q
x I _ _
I - z J ° \ \ ACC. ' / I
M M � MC�3 � 'b 1 � !`' � \ UNITI'
CY\
VAN VAN 1A.
VAN ~ iw N r C//
VV \
a \� _ \API W \ W. W W r o - r
y� q � I' / Oa , 1 \
i - "k \ �7 \•p `�• `��. _ N\�, \ 1A•0 � � ��N W ti ' '\ � Z � / '0 � � ' � I y,
\ S-�c,-SS S S SS S \ SS ^ _ I- 9 _ ' / , I h
_ +t - \ I 1 •o.
YI-29 S -5 at B-47
14 (/) I A.h \ "
I I I I I I I 15.ao
1a7 N \ ti ,' 11 1 ©O' i II
.� F H � 11 I l p l I \ I 'I
TOT
,
\ \ •O I 1 I
/ BUILDING TYPE 1 II , \ \ I I LOT 12.P11 13.53 I1 13.5 FFET15.673-story �',\ �� \ \ I-- I r y I -
k I 4 I
\III FFE$15.20 1 II ACC. i
\\-_24 UNITS II ,; \ I I I I ; BUILDING 80�' z I UNIT
- 15.40 __ --- -- ACC.15.4 UNIT - ----- ------- -- -- ----- --- ' PLAY I CLLMHOUS, �'
GROUND 15.0H-�S YI-28 YI- M4-
\4--�-----------�----- - -
'
x
X
\ �O� KILMS EXHIBIT 05 \� r :14 I / DI-40 DI-38
r •1a '
\A 0\ 1V2Aa
4 fi I i�
V*���r, \ GRADING DRA INAGE PLAN NORTH' I
'
F
7�N
6'
40 20 • 40 i•
•
NOTES:
1, FFE CALCULATED ASSUMING 1% BREEZEWAY SLOPE
INTERIOR TO BUILDING FOOTPRINT AND CROWNED AT THE MIDDLE.
2. TIE ALL ROOF DRAINS AND FOUNDATION DRAINS TO STORM
DRAINAGE STRUCTURES ADJACENT TO EACH BUILDING.
3. PER GEOTECHNICAL REPORT, UNDERCUT, INSTALL
GEOTEXTILE FABRIC AND REPLACE WITH SUITABLE
MATERIAL IN LOCATIONS OF PARKING & DRIVES PROPOSED
OVER EXISTING WETLANDS.
4, THIS DRAINAGE PLAN WAS DESIGNED IN ACCORDANCE WITH ARTICLE
13-3 OF THE TOWN OF MOREHEAD CITY'S UNIFIED DEVELOPMENT
ORDINANCE.
4
LEGEND
EX. CONTOURS
- 19.5- PROPOSED CONTOURS
PROPOSED IMPROVEMENTS
(SCREENED FOR CLARITY)
•�� FLOW DIRECTION
HP HIGH POINT
TW TOP OF WALL ELEVATION
BW BOTTOM OF WALL ELEVATION
o PROPOSED STORM DRAINAGE
CB CATCH BASIN
DI DROP INLET
SDMH STORM DRAIN MANHOLE
PIPE SCHEDULE
Upstream
Structure
Downstream
Structure
Length
(If)
Slope
Pipe
Diameter
(in)
Notes
YI-23
YI-22
82
0.30%
12.00
YI-21
YI-20
88
0.91%
12.00
YI-22
YI-20
77
0.710
12.00
YI-20
CB-19
61
2.87%
15.00
CB-19
CB-10
19
1.58%
15.00
CB-18
CB-17
104
0.48%
15.00
CB-17
CB-16
127
0.47%
15.00
CB-16
CB-10
100
0.55%
15.00
YI-14
YI-13
115
0.78%
12.00
YI-13
DI-11
76
1.18%
12.00
o
YI-15
DI-11
106
1.79%
12.00
DI-11
CB-10
75
1.40%
15.00
a
CB-10
CB-2
253
1.56%
24.00
YI-9
YI-8
112
1.07%
12.00
YI-8
DI-6
77
0.84%
12.00
YI-7
DI-6
102
1.817
12.00
DI-6
CB-2
98
4.29%
15.00
C13-4
C13-3
19
1.05%
12.00
CB-3
CB-2
81
0.31%
15.00
CB-2
FES-1
13
4.23%
18.00
YI-31
YI-28
112
0.36%
12.00
YI-30
YI-29
102
0.34%
12.00
YI-29
YI-28
76
0.39%
18.00
YI-28
YI-27
91
0.33%
18.00
0
YI-27
DI-26
81
0.31%
12.00
o
CB-35
YI-29
84
0.30%
12.00
DOUBLE
ZO
CB-34
DI-32
56
0.36%
15.00
DOUBLE
a
YI-33
DI-32
75
1.47%
12.00
DI-32
DI-26
75
0.33%
15.00
DOUBLE
DI-26
SDMH-25
170
0.29%
24.00
SDMH-25
FES-24
5
1.00%
15.00
DOUBLE
CB-54
CB-53
62
0.40%
12.00
CB-53
SDMH-52
61
0.33%
12.00
DOUBLE
SDMH-52
CB-47
200
0.40%
15.00
YI-51
YI-50
109
0.55%
12.00
YI-50
YI-48
76
0.53%
12.00
YI-49
YI-48
100
0.50%
12.00
YI-48
CB-47
57
0.35%
15.00
M
CB-47
CB-44
64
1.88%
18.00
CB-46
CB-45
25
0.40%
12.00
Z
CB-45
CB-44
108
0.32%
12.00
DOUBLE
0
0-
CB-44
CB-42
95
0.32%
18.00
DOUBLE
CB-43
CB-42
29
0.34%
12.00
CB-42
DI-40
68
0.29%
18.00
DOUBLE
YI-41
DI-40
100
1.45%
12.00
DI-40
DI-38
80
0.31%
24.00
DOUBLE
YI-39
DI-38
109
0.64%
12.00
DI-38
FES-37
90
0.33%
24.00
DOUBLE
Elijah's Landing
3140 & 3200 Bridges St.
Morehead City, Careteret
County, NC 28557
FHA Project #:053-36291
➢;NGINEERING & SURVIEYING SIERVICIES
C-4482
151-A NC HIGHWAY 24
MOREHEAD CITY• N.C. 28557
(252) 77 3-0090
100%
CONSTRUCTION
DRAWINGS
date
9/9/22
drafter
CMC
checked
by CMC
prof. no.
PM858-29
revisions
1
PER NCFHA
2
PER TOWN
3 PER TITLE/LENDER
4
PER NCDPS
GRADING &
DRAINAGE PLAN
C5,0
NOTE: ALL PIPE SHALL BE DOUBLE WALLED HOPE WITH SMOOTH
INTERIOR AND TRAFFIC RATED

14 5
� 1 I
ilk \ �� •i. \ ' I I I �
y� 4
CCULV #- - -- --- - _ _2C
%------ i
1.2. �--------------------- - - ---- --
-\- -
-----
\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
10.0
I -26 E`ADWALL
(OFF PAGE) V24 HDPE 24" HDPE 170 LF 24 HDPE
I NV = 1 0. 55' I NV = 8. 1 4' I NV = 8.00' @ 0. 29%
PIPE CROSSING
NOTE:
DRAINAGE
THE
INVERT OF
THE D I-26/SDMH-25
PIPE
AT
THE POINT
OF CROSSING
IS 1 0. 35
EXHIBIT
THE
INVERT OF
THE CULVERT
PIPE
AT
THE POINT
OF CROSSING
IS 8.05'.
THE
CLEARANCE
AT THE POINT
OF CROSSING
IS
0.30' .
AT
THE POINT
OF CROSSING
BOTH PIPES SHALL
BE
ENCASED IN
CONCRETE.
20 10
0
20 40
SCALE:
1" = 20'