SW8030917_Historical File_20051115

November 15, 2005
Dr. Arnold Sobol,
Aftew Properties,
2020 S. Churchill
Wilmington, NC
Member/Manager
LLC
Drive
28403
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: Exemption from Stormwater Management Permit Regulations
Landscaping at The Village at Motts Landing
Stormwater Project No. SW8 030917
New Harover County
Dear Dr. Sobol:
The Wilmington Regional Office received a copy of the Sedimentation and Erosion Control
application for the disturbance of 4.09 acres for the addition of landscaping and a fence at the
previously permitted subject project. Staff of the Wilmington Regional Office has reviewed the
current grading activity for the applicability of the Stormwater Management rules. Based on our
review, the proposed landscaping and fence installation activity will not require a permit
modification. Please be advised that other regulations will potentially apply to your proposed
activities.
If your project disturbs one acre or more and has a point source discharge of stormwater
runoff, then it is subject to the National Pollutant Discharge Elimination System (NPDES)
stormwater discharge requirements. You are required to have an NPDES permit for
stormwater discharge from projects meeting these criteria.
This exemption applies only to the Coastal Stormwater Management Permit for the currently
proposed grading activity. The subdivision itself received a high density stormwater
management permit on July 9, 2004, which remains in effect. If the proposed activities differ in
any manner from what is shown on the plans on file with the Division, then you must submit
the project for review of the applicability of the stormwater management rules prior to said
construction or development. If you have any questions concerning this matter, please do not
hesitate to call Linda Lewis or me at [phone].
M
�&k'
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:IWQSISTORMWATIEXEMPT1030917.nov05
cc: Sherwin Cribb, P.L.S.
City of Wilmington Stormwater Services
Beth Wetherill, New Hanover County Engineering
Tony Roberts, New Hanover County Building Inspections
Linda Lewis, DWQ
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us ne
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An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Natoallff

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Beth Easley Wetherill, C,P,E,S,C.
Soil Erosion Specialist
MEMO UM
NIEW HANovEP coTTNTV
Engineering Department
230 Market Place.Drive - Suite 160
Wilmington; North Carolina 28403.
TELEPHONE [phone]
0 0��q,
Date:
To: Linda Lewis fool
N. C.D.E.N.R.
.From: Beth E. Wejhp
_,rIH.
Sail Erosion Specialist
Re: Sedimentation and Erosion control Plan
Grading Permit-#} - Sa—off
y
The attached plans have been submitted for approval to New Hanoyer County.
you have any questions,'please, contact this Office.
BEW/aj
L �
Attachment t L �z-vJ

OV-07-2005 12:49 PM
P.01
Sherwin D. Cribb
N. C. Professional Land Surveyor L-1099
1144 Shipyard Blvd.
Ardmington, N. C. 28412
Phone [phone]
Fax [phone]
N.C.D.E.N.R.
127 cardinal. Dr.
Wilmington, N. C'. 28405
Attn: Linda Lewis
Re: Motts Village Development
New Hanover County, North Carolina
Dear 1VIs. Lewis,
R I El UdD
NUS° 0 7 ZU05
Novcrnber 07, 200
The Developer of Motts Village (AFTEW, LLC) desires to supplement Msft
trees with additional trees along certain areas of his boundary. The Developer also desires
to construct a boundary line fence.
We have submitted to New Hanover County a plan of Erosion Control along with
the necessary Application Forms and Permit Fecs. It is our understanding from Beth
...aalcy-Wetherill, that a Storm Water Plan is required from your office.
Based on a conversation with Mr. Ed fleck, in your office this date, we are to
submit this letter along wide a request of an exemption from the Storm Water requirements.
The Developer plans no conAtruetion and no grading in the area of landscapirig
shown on the attached drawings. The total purpose is to construct a fence and to
supplement. existing trees. There is no plan for removal of any !pees.
'thank ,you for your consideration of and exemption with this matter.
Yours truly,
/Sherwin D. Cribb
�t'���E11la!!179,9Rp
`rw�� �'1 S' Y.lrr 1:;^�:T t,.7 r• "'+•�L, !a¢ �"•h
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�'ut�4as,fat\

Sherwin D. Cribb
N. C. Professional Land Surveyor L-1099
1144 Shipyard Blvd.
Wilmington, N. C. 28412
Phone [phone] November 07, 200
Fax [phone]�
N.C.D.E.N.R.$U
127 Cardinal Dr.
Wilmington, N. C. 28405
Attn: Linda Lewis
Re: Motts Village Development
New Hanover County, North Carolina
Dear Ms. Lewis,
The Developer of Motts Village (AFTEW, LLC) desires to supplement existing
trees with additional trees along certain areas of his boundary. The Developer also desires
to construct a boundary line fence.
We have submitted to New Hanover County a plan of Erosion Control along with
the necessary Application Forms and Permit Fees. It is our understanding from Beth
Easley -Wetherell, that a Storm Water Plan is required from your office.
Based on a conversation with Mr. Ed Beck, in your office this date, we are to
submit this letter along with a request of an exemption from the Storm Water requirements.
The Developer plans no construction and no grading in the area of landscaping
shown on the attached drawings. The total purpose is to construct a fence and to
supplement existing trees. There is no plan for removal of any trees.
Thank you for your consideration of and exemption with this matter.
SDC1yw
Yours truly,
Sherwin D. �Cnbb
SEAL
� L-1099
2° SUS:

`', \ ► '� `'� \ ', NOTE:
LAJ CO
{ \ 1. ALL DISTANCES SHOWN ARE HORIZONTAL FIELD.
G� W %� ` ,! `\ �: ' I \' \ \'\ f i 2. NO SIGNIFICANT 'TREES TO BE REMOVED DURING LANDSC
APING.
3. NO TREES OR FENCES TO BE PLACED IN PROPOSED DRAINAGE OR UTILITY EASEMENTS.
C3 OTHERS A 4
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3. WOOD POSTS SHALL BE A MINIMUM OF 6' I Wcy /�
IN HEIGHT AND 3" OR MORE IN DIAMETER oM / \�//\/
WIRE FABRIC SHALL BE FASTENED TO WOODEN O
POST WITH NOT LESS THAN #9 WIRE STAPLES / v I
1-1/2 LONG
NCHOR FILTER FABRIC SKIRT•
AS DIRECTED BY THE ENGINEER HERWIN D. CRI .�
�`
o/ter
�, �� �>
N.C. PROFESSIONAL LAND SURVEYOR L-1099 v /
QUIDELINES FOR TEMPORARY SILT FENQE DETAIL
1144 SHIPYARD BLVD. / � w
�
TO SCALE WILMINGTON,NC 28412�
NOT
910 791-0080
,o

........ ... . ........ ....... --- ------ . ......... ------- -- -------- .......... ..... .. ... --- - ------
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'A
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......-A ..........
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ILA
tj V JL
----------
...... NCY
INSTALLATION
—FILTE
R FABRIC
...............
FORj x_/,
A—`
----------
I/ 11,f v
_-Z . A Rri" I E S LLC
s
,�7� /Z -8 1-c
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..........
a202O CHURCHILL DR.
....... ZZ '1\1v1Z
E
..........
C\;
C
DISTURBED AREA A 1.24 ACRES NO SILT F NCE
E
WILMINGTON, NC 28403
Y
t4 T Wd� t::;—
> DISTURBED AREA "B"= 0.26 ACRES NO SILT FENC
tz 'v ... ......
DIST
"C"= 2.85 ACRES 910-763-2629
. . .... ..... AREA "D"= 1.99 ACRES
DISTURBED
PART OF DIVISION OF J.H. McDONALD LAND
BED AREA "E"= 0.92 ACRES
DISTUR N 0
TRACT 1,2,3,4 AND 5
7.26 ACRES N
0
TOTAL DISTURBED AREA
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY
50-55:
FILTER FABRIC
:65:00 NORTH CAROLINA AUGUST 4, 2005
210
*oa.0:0.00000,0 0,0,0,0 R.M.M. 0\,
0
0 0: S: apt - 05, i
LEGEND 200 0 200 400 600
X NOTES: FILL SLOP
nv
CENTERLINE E
Moz R;
..W. N. - go- . 1. FILTER FABRIC SHALL BE A MINIMUM OF
6" 'N
36" IN HEIGHT AND SHALL BE FASTENED
rle'
m
PROPERTY LINE ADEQUATELY TO THE WIRE AS DIRECTED
LLJ �o MIN
" , N :
BY THE ENGINEER
A
SYR 020YO
;ngmon Ss;g_ S
=3 scc/ 200
uj A, OR 0 EXISTING CONTOUR (TRACED FROM NHC MAP) 2. STEEL POST SHALL BE 5' 0" IN HEIGHT
0
cy- u
6 m N m gg. NER ANGLE
U- 0 Z: a-
gg;.g STEEL TYPE
ggogggo-
-AMORM: CLO
,j� R; ;:; X,
CL N. :;.:
L) EXISTING SPOT ELEVATION (TRACED FROM NHC MAP) LLJ C,4 A
07s.0j0j*:.j .0 F 6'
z 3. WOOD POSTS SHALL BE A MINIMUM 0
V-
010A
V)
L4 0 EAL
J U5 IN HEIGHT AND 3" OR MORE IN DIAMETER 0
CL -E
gg IN0.1*9.0 ODEN v
0
WIRE FABRIC SHALL BE FASTENED TO WO
0- --x— POST WITH NOT LESS THAN #9 WIRE STA
2'
0 1-1/2" LONG T
1. PLES
F
............ NCHOR FILTER FABRIC SKIRT
40' 0
GINEER SHERWIN D. CRIBB
099
N.C. PROFESSIONAL LAND SURVEYOR L-1
'W,
1144 SHIPYARD BLVD.
GUIDELINES FOR TEMEORARY SILT. FENCE DEJAIL f"
RY GRAVEL LONSTRUCTION ENTRANCEIEXIT .................... PROPOSED LIMITS OF DISTURBANCE WILMINGTON,NC 28412
TYPIQ—AL-5F NOT TO SCALE 910-791 —0080
NOT TO SCALE
`V �Adlel'
.. ....... .. . ...... .. ------ - ------ -------------- ... ....... .
...... ---------
- --------- ------ --- ---- --
... .... ... - --- ---------- ------------ .........
... . ....... -- -----

SHEET 1 OF 2

22' VARIABLE 22'
ry
ry
� saw
a
VARIABLE 1,50 ASPHALT CEMETARY VARIABLE
1.5 ASPHALT
CEMETARY THRU-WAY
�• :...-. k .... ..r... rt`i ar s� _. .. .. ..•UF':3TiJ1:.Yrit:.�.,;.2=1}:.r.1ic�'iAW.'��:,T:'�."_-':�'+'c-'.�+_
-Z.
.......,.:Fps.:•#.`, _-E
.\ , ., `�%` .. ,. �'`\ `, y. `. �t_•`.. f'`' y\ i.�\�y1`. ..�,.�� \,,y.'`,.`:. •. 4\.�.., �\ 1:..w '°. flt \` ram'\%. \/'+ j` '` �`, \ /' ` � � ,.
y,!'! ♦:/! ,fti,/.! \�//i /!�f \� `_I t,�i\i"\ y -y r� y.,�r `\
"\xi r
'`/ / j. f , � ! ,% r /r �. •r .!' i / f. //', r /�t / •:'r' •' '.. / �/ j j!1`f � ! '`l ��� f / % r' ..l�r/ f % / `/ t!/ / ��/ \ !
VALLEY TYPE CURB S,UBGRABE 6" STONE GRASS
TYPICAL ROAD SECTION
(NTS)
22was Now
ry
19now so
1,50 ASPHALT
.�...� N.x ALL CUL-DE-SACS
///��� .x. a.`� .-....sr ... -M,a ..s+ . ,'•:A:.f'i"a l,;,x'-.-✓a&-.!'1`.T'x.;'?.'a..a'.'.;-'.?X"'..t`_:.[Y"'%'�^?"`
♦. �. `,� �,... � v it
j• y� %/ 1'4 F,' \•jl \l •-. ! 1���.,j/. f r '\� / '.`! 1 / ! \ jJ ti. j/ y �. i/ �l % / \ ' f '.. ,i / `�` f \ \ i ,,. �'. ! �'q / f .s
. /`fti �,\`./j' ,/�% •�/^ / '. 1 / �'/ /\ %!/\ // �// 'ti /�/•�•`/�f/ �/}\ f /�. /' /� P J/ f ff ' \�/ /�'f�// .�% r%/-` / rfj`//f`/ /�'/y'/i%\,j ,;.\l/ t'"f ✓//�
w
6„ STONE z
VALLEY TYPE CURB a' SUBGRADE GRASS
w
z
w
U
TYPICAL ROAD SECTION
,
(CROWN)
(NTS)
2 8'
ry
16, 14' 14 ` 16'
1.50 ASPHALT •:� POINT PLEASANT DR.
• -. .' ..... -,a,,; ....: r.4 �-> ':..�`.a�W%'.. �.F'.F`.^`�-...w..rw--
,T - WHITE HERON DR.
�! \..!!!•` y '�'. i '+.-'w,{'*..y ''\. �y�. fi ;�•. ✓`\' ,a �` ,. ti- \+, f. `'•\,
!'�''•ti�. f\y ',�y �1.•. %•y` �� \ :' •,..,y, 4f\ \.\ `.�1 `• y`\ \ y , �\ yy .�, ` •/
1/ //
w
6" STONE J
VALLEY TYPE
CURB
W SUBGRADE GRASS
w
U
TYPICAL ROAD SECTION
(CROWN)
(NTH
36'
12'
18' 18'
12'
Now
"a�
F
1.50 ASPHALT
.'�
_ ....
-
- _
. ,.. N ''f.h�;:. J..'`..:
•
...f :,`.. w .?: �� S.-.t.�:. `i_�,
•[ .: rl':.'4�.
•r
.Ss,;%'��'!.S`w�`�'2'Y�,...+r"X^•�!•.Y..;1.;2.:'p_.l!Fa•�.
_
z
6 STONE
VALY TYPE
LEY
CURB
cr, SUBGRADE GRASS
w
z
w
TYPICAL ROAD SECTION
(CROWN)
(NTS)
VILLAGE at, MOTT' S CREED NOTES:
1.
TOTAL AREA OF TRACT ON APPROVED MASTER PLAN:
261.51
AC.
2.
TOTAL AREA OF TRACT: PHASE 1
84.33
AC.
3.
DENSITY APPROVED BY MASTER SITE PLAN:
654 UNITS
4.
LOTS IN PHASE I (3X 170=510 BEDROOMS):
170
5.
BALANCE OF UNITS APPROVED:
484
EA.
6.
TOTAL OPEN SPACE PHASE 1:
10.08
AC.
7.
AREA BELOW HIGHWATER LINE PHASE I:
4.50
AC.
8.
AREA WITHIN 100 YEAR FLOOD PLAIN (BELOW ELEVATION 10.0')
PER FIRM #
6.70
AC.
9.
TOPOGRAPHIC DATA TAKEN FROM AERIAL PHOTO (EXCEPT AT PONDS)
10.
RECREATION AREA REQUIRED PHASE 1 (170X0.03 AC/UNIT)
5.10
AC.
a. - PASSIVE RECREATION AREA=
2.55
AC.
b.-ACTIVE RECREATION AREA=
2.55
AC.
c.-ACTIVE RECREATION AREA SHOWN
5.90
AC.
d.-OPEN SPACE SHOWN SATIRES PASSIVE & ACTIVE RECREATION AREA REQUIREMENTS
e.-COMMON AREA SHOWN:
11.65
AC.
11.
WATER SERVICE BY: AQUA SERVICE AMERICA
12.
SEWER SERVICE BY NEW HANOVER COUNTY
13.
ZONING CLASSIFICATION R-15
14.
LAND USE CLASSIFICATION "URBAN TRANSITION", "DEVELOPED" AND CONSERVATION
15.
STREET LIGHTING SYSTEM TO BE DESIGNED AND INSTALLED BY POWER COMPANY
THERE ARE NO SIGNIFICANT TREES IN THE RIGHT-OF-WAY OR EASEMENTS IN PHASE I
PRELIMINARY PLAN
PHASE
_ THE VILLAGE at MOTT I S CREEK
(A PERFORMANCE DE`V'EL0"%PMENT)
PART OF J.H. McDONALD TRACT 1 THRU 5
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY
NORTH CAROLINA AUGUST 7, 2004
AYEWOOD RD.,
LEN ELLEN RD.,
UMBERLAND CT (FROM RIVER
OAD TO GLEN ELLEN'RD.)
.,A
SHERWIN D. CRIBB
N.C. PROFESSIONAL LAND SURVEYOR L-1099�7111,
,.
1144 SHIPYARD BLVD r`
ti` GE�x•.3N`
WILMINGTON, NC 28412
910 - 791- 0080
LEGEND
-� DITCH/SWALE WITH FLOW DIRECTION
- PROPERTY N ROERTY LINE
E -----0 E EXISTING OVERHEAD ELECTRIC WITH POWER POLE(PP)'
---
W W WATER LINE
E
CENTERLINE
SS SANITARY SEWER (EXISTING)
SS SANITARY SEWER (PROPOSED)
0 NEW IRON PIPE (NIP)
p OLD IRON PIPE (OIP)
O OLD IRON PIN (O.I.PIN)
.:. STORM SEWER
PHASE I BOUNDARY LINE TABLE
NUMBER
DIRECTION
DISTANCE
L1
N
50°00'47"
E
40.46'
L2
N
65°41'44"
E
34.01'
L3
N
68057'45"
E
27.86'
L4
N
31025'46"
E
21.10'
L5
N
00000'00"
E
27.00'
L6
N
19039`14"
W
29.73'
L7
N
11°5834"
E
33.73'
L8
N
14055'53"
E
62.10'
L9
N
33056'37"
E
62.68'
L10
N
77°3533"
E
51.20'
L11
S
78041'24"
E
50,99'
L12
S
62035'33"
E
30.41'
L13
S
7603627"
E
21.59'
L14
N
43021'48"
E
24.761f
L15
N
31°49'39"
E
68.26'
L16
N
35°55'43"
E
85.21'
L17
N
36028'09"
E
85.80'
L18
N
14°02'10"
E
37.11'
L19
N
01025'56"
W
40.01'
L20
N
17026'50"
E
36.69'
L21
N
6103016"
E
39.82'
L22
N
48056'43"
E
41.11'
L23
N
13°14'26"
W
34.93`
L.24
N
19°05'37"
W
27.51'
L25
N
54 °51'57"
E
33.02'
L26
N
10057'15"
E
31.58'
L27
N
21°34'17"
E
46.24'
L28
N
42°57'17"
E
39,62'
L29
N
83002'49"
E
41.30'
L30
N
85°14'11"
E
24.08'
L31
N
56°18'36"
E
36.06'
L32
N
10°26'15"
E
38.64'
L33
N
01011'37" E
48,01'
L34
N
27°41'58"
E
45.18'
L35
N
71°12'00"
E
49.65'
L36
N
58°23'33"
E
30.53'
L37
S
75017'56"
E
47.57'
L38
S
28*01'28"
E
58.39'
L39
S
13042"29"
E
34.54°
L40
S
16°4624"
E
34.20'
L41
S
89028'27"
E
22,68'
L42
N
860'40'55"
E
23,86'
L43
S
56042`59"
E
23.14'
L44
S
35046'07"
E
48.30'
L45
S
47°23'56"
E
32-11'
L46
S
34048'39"
E
28.52°
L47
S
45°25'59"
E
27.06'
L48
S
18042'27"
E
26.54'
L49
S
05°2642"
W
28.63'
L50
S
23°41'44"
E
28,53'
L 51
S
71014' 41'' E
21.51'
L52
N
38017'05"
E
29.60'
L53
N
06°32'50"
E
31.77!
L54
N
03001'58"
W
19,81'
L55
N
12°01'29"
W
29.30'
L56
N
14059'50"
W
30.95'
L57
N
14035'12"
W
19,45'
L58
N
13042'11" E
24.45'
L59
N
31057°45"
W
36.33'
L60
N
30O 16I 08"
E
21.08'
L61
N
13051'05"
E
25.13'
L62
N
32°05'18"
E
25.20'
L63
N
57°18'56"
E
37.26'
L64
N
80°30'53"
E
28.80'
L65
S
82058'27"
E
19.10'
L66
S
51048'17"
E
23.14'
L 67
S
01 ° 30' 31" W
35.23'
L68
S
14043'10"
W
35.07'
L69
S
17"04'03"
E
38.01'
L70
S
15°05'15"
E
48.45'
L71
S
00°42'34"
W
47.91'
L 72
S
01 °20'28"
W
52.00'
L73
S
22°3431"
W
27.47'
L74
S
09°3726"
W
30.71'
L75
S
10010'03"
E
34.48'
L 76
S
00°33'35"
E
27.02'
L77
S
0802725"
E
31.16'
L78
S
17051'12"
E
41,27'
L79
S
16°33'52"
W
34.04'
L80
S
42°19'24"
W
28.85'
L81
S
75°40'08"
W
35.15'
L82
S
73°26'40"
W
36.66'
L83
S
80°45'16"
W
37.53'
L84
S
82°48'12"
W
36.84'
L85
S
33°54'49"
W
20.20'
L86
S
21022'09"
E
34.1V
L87
S
5902436"
E
29.14'
L88
S
45°25'19"
E
33.94°
L 89
S
51 °29'03"
E
38.09'
L90
S
73°2331"
E
41.61'
L91
S
46°14'15"
E
32.76'
L92
S
69°05'21"
E
37.32'
L93
N
56°54.23"
E
51,37'
L94
N
34049'09"
E
38.98'
195
N
62002'53"
E
34.78'
L96
N
86049'56"
E
57.59'
L97
N
84024`30~
E
46.41'
L98
N
83013'50"
E
35.10'
L99
N
79037'04"
E
35.38'
L100
S
67003'06"
E
30.83'
L101
S
79°2739"
E
36,24'
L102
S
4503236"
E
29.91'
L103
S
86052'56"
E
30.31'
L104
N
14015'35"
E
40.78'
L105
N
45049'07"
W
47.99'
L106
N
84053'18"
E
52.00'
L107
N
62°02'40"
E
4,77°
L108
S
59037'39"
W
61.93'
L109
N
68°4336"
E
70. ' 00
L110
N
54037'01"
E
71.96'
L11I1
S
67036'56"
W
46.86'
L112
S
81012'37"
W
34.74'
L113
S
18048'53"
E
39.62'
L114
S
01031'46"
E
28.95'
L115
S
28040'54"
W
31,21'
L116
S
49°5837"
W
25.75'
L117
S
06036'17"
E
22.35'
L:118
N
82003'15"
W
107,48'
L119
S
13049'30"
E
33.11'
L120
S
47028'30"
W
40.73'
L121
S
80°2845"
W
17.17'
L122
S
08°13'41"
E
33.24'
L 123
S
09025'51"
E
18.59`
L124
S
21033'08"
W
32.07'
L125
S
36003'00"
W
37.41'
L126
N
1902546"
W
48.95'
L 127
S
75002'03"
W
28.20'
L128
S
43°13°26"
W
21.35'
L 129
S
77010'33"
W
19.90'
L130
S
24°31'36"
W
30.43'
L131
S
29°19'10"
W
32.73'
L 132
S
!
4 2O 53 22"
W
29.22'
L133
S
45°25'05a
W
7,75'
L134
N
64°05'38"
W
74.29'
L135
S
25°54°22"
W
119.55'
L 136
S
10°5231"
E
110.01'
L137
N
46°28'08"
E
27.59'
L138
N
08025`37a
E
27,29'
L139
N
26033'54"
W
29.07'
L140
N
38002'49"
W
29,21'
L141
N
11°46'06"
E
24,521
SHEET 2 OF 2