20180430 Ver 1_More Info Received_20180501

\ E.I. /
N:197,194.54 \
E:2,362,716.26 /
15 \ E:2,363Nil97 126 4"
,0126.4
81.72
15
:ASF E.I. N/F
COUNTY/CITY BOUNDARY / /\ \\ \\ ROBERT W. & VALERIE WILLETS \ CCM I \ \
/ 1) 2 0.
N/F ' ASSEMBLY \ °ti
so,
G� 12,233 SF \A� PUS
II \ \ W
FDC WILMINGTON HOLDINGS LLC /��P/ \ \ 16 / \Cl?IGHTOF _ �
10 \ / / oG �/ 16 \ \ / ` V / Q � wAY � V? i-
0� / N
rL0/ 30' CP& L p \ JO
\ / 9,740 SF EASEMENT O \\ \ Z BAYSHOR
10/ SSMH o. 3� o (� � E DR.
/ RIM 5.17,963 SF\ \ So / U
20
5 \ G / 1 3 \I 20.1 \ \� E.I.
\ N:197,044.06 �J 1 7� / D�/ \ 15 \ ~ a /
\ E:2,362,448.43 / O \\ 17h LOCATION MAP
/ N/F
�( NTS
0+00 1+00 2+00 Z J+00 \ 7 �� \ \ DANIEL M. & ELEISA H. BENNETT � CCM.
SECTION A -A \ 9 \ 13,170 SF 1� 1 9,167 SF \AUG O /
v
HOR/Z 1`50' CHARLES FRANKLIN & THELMA FOY , \ \ 1 g 1 ��� �� \ ��o / \ \ 350
VERT 1`5' 14
SID
2E)' WIDE
WE LAND\ \ \y 9,167 Slfi
5 19 sO'9 19EXIST. 'FINISI In \/
y /O
\ �� / SS 6,986 SF \ f O 13 10"X7 6,986
WETLAND, �o� �, ss, ��� SITE TRI)kNG�L O 351
0.59 Ac., 1 2" B.O. SEMBLY �\ G 9,146 SF \,/
0 _ E.I.
\\ / 7,051 SF �X J
THE PARK AT THREE OAKS E I (' 11,620 SF \ EX. SSMH
<Y \ N/F / SMH No. 2A �O� S� \ 12 �' �� / INV 1638 N/F \
\ \ F\ GRE JV WILMINGTON LLC / l , RIM 18.1 \ • r ya CHRISTOPHER D. & RHONDA CLEMMONS \
�'\ / I \ / 26 INV Mf1SF 21 \ / \G � �`�
5B,,�S, \�/ O O J0�' \ 18 352 �� _ /
7,051 SF f Q \
44 O ROP. STOP SG \ ��' o \ a
1g%324 SF � � O� , � � �p 4� o
OP. STRE SIGN \ co
0+00 �` 1) 2� B.O. EMBLY
�� m
\ \ O a / / + / \ 6,761 SF 22 // \ \ m
SECTION„ B \ Ss 1) 8 45 BENDS / / �\ x--_� �� 24 O
HOR/Z 1 =50 \ /� /\/�-� 14o I 1 \ x,051 SF E.I. SSMH No. 3A \ \ \
VERT 1 "=5' \ / // \ - - - 1 X70 RIM 26.3 \
20 SITE IANGLE INV 17.6± N/F
PROP. $ W yvETLAND LINE � S , �° j �O/ SHIRENA HARDEE &JONATHAN MICHAEL\ \ /
\ a / / \ � 6� O / E SS� ODONNELL 353
/ / O \ / \
�j \ \ % S (�^ 7,051 SF 1�,TOP= 7. 3
(MIN. 3 BURY) c.� / \ \ 28 �e \ \v j END
=17.E
LINE2\,, LOT 1
10,295 SF M' °G / 0`c' LOWER 1) 81 TEE \
/._1 k 3 , I \ \ G 23 / Q RIM 1.0' �O (1) $"x2" REDUCER \ \
\ 0T 0,z/C '�" I o° % \ � TO MATCH P. (1) 2" G.V. \
\ \Fs�\ 29 \ / ASPHALT GRAC3 \
MT / / /" ' / f ] 1 1 0,867 SF
\ / �� \ \
/ II A Es \ OP. STOP SIGN .P / 354
TEMPORARY /� WETLAND �' 'S 7,392 SF �j / /00 S H No. 1F 13 50
\ STREAM IMPACT / o.8s Ac. III 4 �`' / RIM 5.0 1 p 120(*140 \
O R�P. STRE SIGN INV .0 O
20 LF / SS / �S 8150 SF
\ ( �'r / 1II 10 70 30 / 90 1 20
/ IT TRIANGLE D
/ 90 9SG \
\ �• / r/130
6,935 SF / 160 O 100 4DW 90 140 E.I. \ /
N/F
E1�8,293 SF 9SG + 355
� •�• > /' GJ � 5
OGD12 PROPERTIES LLC \ / / / / ° / Sb4F S SG 7x140 No. 1 14SG
31 / / °o/ RIM 25.0 Ssc13SG /+ \
\ •\ �• �" �� 8 V 12.0 14 G
TEMPORARY / �� _r te. \' l S T / / aOiSo SF I FJR 11�� s /
x i
N/F
WETLAND IMPACT \ \ w � . •. • \\ / /8,249 S X �) 8'x8" TEE 12SG + HUBERTUS W. &JOAN H. DIEM /
,,
�\ \ 32 / /SSM No. 1D ( FH ASSEMBL ,$� �13sG 12MA+
AREA (SF) PR P. 8 W/ Q ��� �`' k _� \\ .�'�G� , RIM 2 0 O7 (1) "x2" REDU Ff 13SG / \ 356 \
J / " 43,344 SQ. FT. /
\ F6,250 ,(�GIIN. 3 URY) �Q \ '�\ I\\ Flo J� 7�6 / I V 10. �� a,15o) " G.V. �° oP n space �12SG /9 ACRES +
\ POINT A -POINT B \ . ��� 8,241 SF 13SG
STREAM " TEMPORAR 33 / \ o° 91*1 9M G SG SG
PROPERY LINE 1) 8 45 BEN \ } \ 240O /5,277 SQ. FT. /
IS THE CENTER STREAM IMPAC T \ \ \ / \ 8,150 SF 90 8SG G 12SG N/F
/ 0.12 ACRES `� G�' � /
OF THE STREAM 25 POI B \ / / 7 r open space 1° �� \ /
( \ 29 10X12SG gSG + PATRICIA M. &STEVEN D. BAKER
41 \ � / o
N/F � � f CLUSTER � O 4G 9SG + \ 357 /
ROBERT L. & KAREN R. PENNINGTON I I 10,820 SF / MAILBOX \ 8� \ /
D.B. 1524 PAGE 0491 I � 34 / \ `c� N/F
I 0' SSMH Nq. 35 O + RONALD KESTNER \ /
RIM 18.7
--pl?pP. $" W/ INV 10.1 1EX. HOME TO REMAIN / \ 358 \
(MIN. Z`-WRY)I I I Q� \� 20,582.49 SF `
\ h x\\ I 1 +
0.47 ACRES
� I
N/F (2) 8" G.V. \ _ �� +
II I ROBERT L. ZIMMERMAN ETAL I SSMH No. 1 / N/F \
PC: 1 +f7. RIM 15.9 O S,n+ JAMES & PATRICIA LARRICK / �\
I E TEt D EX. 12' GRAVEL DW AS SHOWN rn '130 IN / \ 359
I
DEVELOPER
DAN HILLA
SITE ADDRESS
409 HIGHGREEN DRIVE
NHCo. PARCEL No.
R03600-005-020-001
420.25
ZONING R-15
RESIDENTIAL DISTRICT
USE
RESIDENTIAL
TOTAL TRACT AREA
14.07 ACRES
DISTURBED AREA
564,251 SF/13 ACRES
CONVENTIONAL SUBDIVISION
LOTS 1-5
85.
PROJECT AREA
1.43
AC.
TOTAL # LOTS
77.47
5
AVERAGE LOT SIZE
15,252
SF
PERFORMANCE RESIDENTIAL DEVELOPMENT
LOTS 6-35
E
GROSS PROJECT AREA
12.64
AC.
LESS CLASS IV SOILS
0.05
AC.
NET TRACT AREA
12.59
AC.
TOTAL # UNITS PERMITTED
12.59x2.5 =
31
TOTAL # OF UNITS PROPOSED
30
# OF BEDROOMS PER UNIT
49' 19 23
3
RECREATION SPACE REQUIRED
0.03x35 = 1.05
AC.
PASSIVE RECREATION SPACE PROVIDED 1.76
AC.
ACTIVE RECREATION SPACE PROVIDED
1.11
AC.
IMPERVIOUS AREA
LOTS
142,000
SF
ROADS
39,020
SF
SIDEWALKS
5,800
SF
OFFSITE
10,330
SF
FUTURE
2,850
SF
TOTAL IMPERVIOUS AREA
200,000
SF
SOIL TYPES
JO-JOHNSTON
SE -SEAGATE FINE SAND
MU-MURVILLE FINE SAND
BP -BORROW PITS
IEND CURB AND GUTTE� +
(SEE CURB TRANSITION DETAIL) open space
I 5
ACCESS AND UTILITY EASEMENT � 7X9MAG 5� \ / \� \
I
LEGE
' SSMH fA ` \ 15,011 SF \ \ / �%
XT�ND EX. 8 G VEL��W- A�#OW = .88 + / Q s EXISTING CONTOUR
NOTES: �8 TOP 13
1. TOPOGRAPHY AND TREE SURVEY COMPLETED BY GARY W. KEYES LAND SURVEYING P.C. E 1D X. 16' CONC. DW AS SHOWN =8'07 _ I- SS No. 1A \ \ �\ \+ / / / \ ����- ss EXISTING SEWER
75
2. STREET LIGHTS TO BE INSTALLED. RIM\ .\ 1 \ c �/ SD SID EXISTING STORM DRAIN
I
3. ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS. / BP: 0+ 0. 6 E.I. -� ` 8" IN IN 8.5 \ \�
PROPOSED SEWER
4. ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED STORM DRAINAGE SYSTEM. I I FLOYD JR.& WANDA R. PALMER \ BOT/ �NV 7.55± \ 15,153 SF \ +�/ ` / �C
5. 10' NON -MUNICIPAL EASEMENT ALONG ALL STREET FRONTAGE. / \ w w PROPOSED WATER
UTTILLITYITYEASEMENT SID SID PROPOSED STORM DRAIN
6. THE HOA WILL BE RESPONSIBLE FOR THE SIDEWALK MAINTENANCE, STORM WATER I sAGE& +� \ \ \ / �,/ �Dw \ /
FACILITIES AND RECREATION AREA. \ / /
50' TEMPORARY �• ' � �� \ \ 2 \ \ +
7. ALL LOTS SHALL BE GRADED TO THE STREET OR DRAINAGE SWALE OR YARD INLETS. LOT 29 15,294 SF \ \ / POPS / \
BAYSHORE SEC. 14 GRAVELED CONSTRUCTION x EX. SSMH LIMITS OF DISTURBANCE
8. SUITABLE MATERIAL SHALL BE USED ON ANY LOTS THAT ARE REQUIRED TO BE FILLED. I TOP=13.46 \\ + E
9. 'NO PARKING ON STREET ANYTIME' SIGNAGE SHALL BE PROVIDED. ENTRANCE x I ,m INV=7.19 \ N PROPOSED SIDEWALK
10. PROJECT NOT LOCATED WITHIN 100 -YR FLOOD ZONE PER FIRM MAP NUMBER I I 15,002 SF \ \ O \\ F +
3720316900J DATED APRIL 3 2006. 1 8" 45' BEN V) x 5 \ �5 / \ \
11. NO PARKING, OBSTRUCTIONS, 'OR GATES WILL BE ALLOWED WITHIN THE PUBLIC N/F () II `� \ 4 \ \ \\ // 1) 2" ASSEMBLY W W W EXISTING WETLAND
HARRY D. JR. & MILDRED W. GRIFFIN I \ \ ° /\
RIGHTS -OF WAY. \ I I T 360 PROP. 8" W I 15,804 SF \ � � / i / ,� B.O.\ � N. N.
12. PARKING TO BE LOCATED WITHIN PRIVATE DRIVEWAYS. \ I / I I + SAWCUT EXIST. CONC. DW TO THE
13. WATER AND SEWER ARE PUBLIC AND WILL BE PROVIDED BY CFPUA. I B Y LORES C. (MIN. 3' BURY) n I PROP. 8" W/ *OT EL. 9' \ �/ / FIRST JOINT TO INSTALL PROP. 8" W / \ CLASS IV SOILS
14. EXISTING POSTED SPEED LIMIT: 25 MPH; DESIGN SPEED LIMIT: 30 MPH. \ ��T r��r I " o
SAWC DW TO THE EX. 8 SS TO L. 6.3 .�► 5 RESTORE TO ORIGINAL CONDITIONS
15. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY. I "NIA *18`� x`38 a I��, x �� �� EX. SSMH
16. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT-OF-WAY. I FIRST JOINT TO INSTALL PROP. 8 W I�� x 2.7 VERT. SEPI TION So ,j � TOP=14.51 \ /
RESTORE TO ORIGINAL CONDITIONS IJ AT CROSSING X /,� INV=7.84 " \ \ TEMPORARY WETLAND IMPACT AREA
17. ALL STEEL AND IRON PRODUCTS WHICH ARE PERMANENTLY INCORPORATED INTO THIS EC. 14 I I a E I I TSFx " � so o ROP. 8 W/
PROJECT SHALL BE PRODUCED IN THE UNITED STATES. I " " �, / sV Dw (MIN. 3' BURY /\ \
(1) 8x8 TEE TEMPORARY STREAM IMPACT AREA
(1) FH ASSEMBLY
� WALTER T. & WANDA L. GORDY(2) $" G.V. .y
LOT 361 (1) 2" B.O. -_Y.s R / EX. SS
SITE PLAN BAYSHORE SEC. 10 ASSEMBLY D ID SP
SID INV 7.09 6
I \
CURVE RADIUS
ARC LENGT
HORD
LENGTH CH0RD
BEARING DELTAGLE TANGENT
C1
420.25
306.71
99.95
N
68'14 05
E
41'49 00
160.55
C2
51.00
219.60
85.
09' 18 38
E
246'42 44
77.47
C3
35.00
40.75
38.49
N
80'41 22
E
66'42 44
3.04
C4
550.00
25.17
25.17
S
48'38 40
W
2'37 19
1 59
C5
1275.0016.07'
6.07
N
49' 19 23
E
11' 15'52"
3.03
BAR SCALE 1`60' \ /
EX. LANDSCAPING W H
I PLANTS, TREES, WAL S, ETC S CUT EXIST. CONC. DW TO THE
�ROVIDE AN ASPHALT OVERLAY (MILL ANDS) EX. SS H SAWCUT EXIST. SPHALT AS " FIR T JOINT TO INSTALL ROP. 8" W \
a _ /'
60' 30' o' so' 120' X80' (1 aZB) -TACHE-ttMffS SHOWN TOP -1325 NECESSARY TO INSTALL PROP. 8 W REST RE TO ORIGINAL/CONDITIONS \
INV N = .77
INV E _ .81 RESTORE TO ORI INAL CONDITIONS /
INV S = 73
REVISIONS
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DATE 04-30-18
DESIGN PGT
DRAWN MLV
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SHEET 1 OF 1
17020

Strickland, Bev
From: [e-mail]
Sent: Tuesday, May 01, 2018 9:46 AM
To: 'Dooley, Brennan J CIV USARMY CESAW (US)'
Cc: Coburn, Chad
Subject: [External] RE: [Non-DoD Source] Catherine's Cove Temp Permit
Attachments: 17020-W1 05.01.18 to USACE.PDF
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an
attachment to Report Spam.<mailto:[e-mail]>
Brennan,
I had the engineer do a little cleaning up of the site plan and produce some detail drawings (see attached). However,
when I reached out to them, they informed me that they would be directionally drilling the utility line. My first thought
was to only depict the bore hole areas, which there would have been four to impact wetlands and the stream impacts
would not be necessary at all. But, after speaking with the developer, we decided to keep the impact area the same. We
did this to ensure that the contractor had flexibility with the bore hole locations. That being said, we do not anticipate
impacting the entire shaded wetland area or the two stream crossings, on the attached map, but would like to secure
authorization in the event that it is necessary.
Please let me know if this is acceptable.
Dana
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
Office: 910.452.2711
Mobile: [phone]
www.segi.us
-----Original Message -----
From: Dooley, Brennan J CIV USARMY CESAW (US) <[e-mail]>
Sent: Monday, April 23, 2018 1:58 PM
To: [e-mail]
Subject: RE: [Non-DoD Source] Catherine's Cove Temp Permit
Great, thank you!
-----Original Message -----
From: [e-mail] [mailto:[e-mail]]
Sent: Monday, April 23, 2018 1:58 PM
To: Dooley, Brennan J CIV USARMY CESAW (US) <[e-mail]>; smtp-Syster, David
<[e-mail]>
Subject: RE: [Non-DoD Source] Catherine's Cove Temp Permit
1

Thank you, Brennan.
I will get the engineer to work on preparing a better drawing and detail sheet(s).
Dana
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
Office: 910.452.2711
Mobile: [phone]
Blockedwww.segi.us
-----Original Message -----
From: Dooley, Brennan J CIV USARMY CESAW (US) <[e-mail]>
Sent: Monday, April 23, 2018 1:42 PM
To: smtp-Syster, David <[e-mail]>
Cc: Dana Lutheran <[e-mail]>
Subject: RE: [Non-DoD Source] Catherine's Cove Temp Permit
David,
It looks like we have everything we need for this except some clear and legible plans. There is a lot going on with the
plan sheet submitted in the PCN. Can you guys provide something that will be clear for anyone who comes
behind be and does compliance? Also, can you provide detail sheets for the
impacts so that we can see what we are authorizing?
Thanks,
Brennan
-----Original Message -----
From: [e-mail] [mailto:[e-mail]]
Sent: Monday, April 23, 2018 10:30 AM
To: Dooley, Brennan J CIV USARMY CESAW (US) <[e-mail]>
Cc: Dana Lutheran <[e-mail]>
Subject: [Non-DoD Source] Catherine's Cove Temp Permit
Brennan,
The developer of the Catherine's Cove development (Bayshore / High Green
Drive) has asked about the status of the permit. I know you mentioned it was on your desk and you would process as
you get to it. If you do have any updates please let me know.
Thankyou
David

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