20181527 Ver 2_Minor revision to site plan_20201204

Strickland, Bev
From: Williams, Kimberlee <[e-mail]>
Sent: Friday, December 4, 2020 4:15 PM
To: Emily C CIV USARMY CESAW Greer (US); Snider, Holley; Allison Engebretson
Subject: [External] Fwd: Salters Haven; Minor revision to site plan; Action ID# SAW-2018-01501
& DWR# 2018-1527
Attachments: C-2.0 2020.08.25.pdf
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Hi Emily and Holley
I wanted to follow back up with you about Salters Haven. I emailed you a couple of months ago about some
minor changes to the site plan in Phase 2 (attached). Impacts would remain the same. We are hoping that new
permits won't be needed and that you can simply update your files with this new plan. Let me know what you
think.
Thanks,
Kim
Kim Williams I Environmental Scientist
Land Management Group I Environmental Consultants
Direct: 910-452-0001 x 1908 1 Cell: 910.471.5035 1 Fax: [phone]
3805 Wrightsville Ave., Suite 15 I Wilmington, NC 28403
Email: kwilliams(ailmgroup.net I Website: www.lmgroup.net
---------- Forwarded message ---------
From: Williams, Kim <kwilliamsklmgroup.net>
Date: Mon, Aug 31, 2020 at 2:24 PM
Subject: Salters Haven; Minor revision to site plan; Action ID# SAW-2018-01501 & DWR# 2018-1527
To: Emily C CIV USARMY CESAW Greer (US) <Emily. C. Greergusace. army. mil>, Mairs, Robb L
<robb.mairskncdenr.gov>, Dan Fisk <dfiskkparamounte-eng com>, Allison Engebretson
<aengebretsonkparamounte-eng com>, Greg Finch < fg inchghngroup.net>, Steve Morrison
<smorrisonghngroup.net>

Hi Emily and Robb
I want to let you know that the site plan for Phase 2 of Salters Haven has changed slightly. The applicant is now
proposing boat parking and a pond in the northwestern corner of the site (see attached). The previous site plan
showed just an amenity pond in this location. The two RPW impacts that were previously shown and authorized
in this location haven't changed.
This proposed change is needed because Mr. Logan was getting feedback from potential lot buyers requesting
boat parking. This demand exceeded the planned parking available near the marina.
Since the revision is minor and impacts haven't changed, we are hoping that new permits won't be needed and
that you can just update your files with this new plan. But let me know what you think.
Thanks so much!
Kim
Kim Williams I Environmental Scientist
Land Management Group I Environmental Consultants
Direct: 910-452-0001 x 1908 1 Cell: 910.471.5035 � Fax: [phone]
3805 Wrightsville Ave., Suite 15 1 Wilmington, NC 28403
Email: kwilliamsklmproup.net I Website: www.hnproup.net

LANDSCAPING
1. ALL PROPOSED LANDSCAPE TO COMPLY WITH ARTICLE 8 OF THE PENDER COUNTY LIDO.
BOUNDARY & TOPOGRAPHIC SURVEY
1. SURVEY IS COMPLETE. FINAL PLAT WILL REFLECT ANY EASEMENTS. SURVEY COMPLETED ON
MAY 17, 2018.
RECREATION UNIT NOTES
1. 189 SINGLE FAMILY LOTS REQUIRE 2 RECREATION UNIT TOTALING $20,000 OR MORE.
INSTALLATION OF THE PROPOSED ACTIVE RECREATION AREAS WILL FAR EXCEED THE 2 UNIT
REQUIREMENT. FOR FULL DETAILS OF PROPOSED ACTIVE RECREATION AREAS, REFER TO COST
ESTIMATE PROVIDED WITH SUBMITTAL TO PENDER COUNTY.
01
4 2. ALL PRIVATE ROADS IN THE PROJECT WILL BE ACCESSIBLE TO FIRE AND \ / ,♦ /
�JO PROJECT 5 EMERGENCY SERVICES. BUFFER NOTES �O /♦
SITE 3. ALL PROPOSED INTERNAL ROADWAY INTERSECTIONS AND CONNECTIONS TO 1. ALL SURROUNDING ADJACENT PROPERTIES ARE ZONED RP -SEE PLANS FOR \ /
O EXISTING ROADWAYS & THE PROJECT COLLECTOR ROAD WILL HAVE A 30' RADIUS SPECIFIC BUFFER TYPES AND LOCATIONS AS REQUIRED BY UDO. v
V RR MINIMUM UNLESS OTHER NCDOT DESIGN RADIUS IS ALLOWED.
A�ESTIc OAKs DR. 4. STREET NAME SIGNS SHALL BE INSTALLED AS SOON AS ROADWAYS ARE r'
ACCESSIBLE BY VEHICLE TRAFFIC TO INCLUDE DURING CONSTRUCTION AND MEET WETLAND NOTES yy�� �y-7 ;p, O� / �
EI D a PENDER COUNTY STREET SIGN SPECIFICATIONS. 1. SEE APPROVED WETLAND JD. (9 ,r'0A� oo
y o 5. ADDRESSING WILL COMPLY WITH PENDER COUNTY UDO ARTICLE 11. r'o �G �� ♦♦
Jo�o� o / tG/ /
7 ORTHLINE R. 4 6. NO PROPOSED ROAD EXCEEDS 1 MILE IN LENGTH OR ACCESSES MORE THAN 200 O °
O
LOTS. ALL ROADS WILL COMPLY WITH SECTION 7.5.3 OF THE PENDER COUNTY '%i A'� F`,A °
W�RI K`V�IEWj � UDO. � � O
HY 21 �L✓ / �2
nor.
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HEAD / �• / / /
WATERS DR Lp� 0 /
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TOTAL SINGLE FAMILY: 308 LOTS
PHASE 1: 119 LOTS
PHASE 2: 189 LOTS
STREETLIGHT NOTES
1. STREETLIGHT LOCATIONS SHOWN ON PLAN ARE PRELIMINARY, AND BASED
ON PENDER LIDO SPECIFICATIONS. FINAL DESIGN, LOCATIONS, AND
CALCULATIONS WILL BE PROVIDED BY DUKE ENERGY.
HISTORICAL & ARCHAEOLOGY NOTES
1. NO KNOWN HISTORIC OR ARCHEOLOGICAL SITES EXIST ON ANY OF THE
SUBJECT PARCELS.
PROJECT ROAD NOTES
1. ALL COLLECTOR ROADS WILL BE PUBLIC RIGHT OF WAYS CONSTRUCTED TO
NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION STANDARDS.
FLOODPLAIN NOTES
1. THIS PARCEL IS IN FLOOD ZONE X, WITH PORTIONS OF THE PARCEL IN AE
& VE FLOOD ZONES, ACCORDING TO FEMA FLOOD PANEL 3720329200J
WITH AN EFFECTIVE DATE OF FEBRUARY 16, 2007.
2. THIS PROJECT IS UNDER PRELIMINARY REVIEW TO REVISED AE &VE
FLOOD ZONES AND RELATIVE ELEVATIONS. VERIFY EFFECTIVE MAP
PRIOR TO CONSTRUCTION.
UTILITIES
1. ALL WATER UTILITIES WILL BE COORDINATED WITH PENDER COUNTY
ENGINEERING & UTILITIES; AND SEWER UTILITIES WILL BE COORDINATED
WITH OLD NORTH STATE WATER CO. OR OTHER APPROVED PROVIDER.
SIGNS
1. ALL PROPOSED SIGNS SHALL CONFORM TO PENDER COUNTY LIDO 9.6.1
FOR PERMANENT SIGNS FOR SUBDIVISIONS AND RESIDENTIAL
DEVELOPMENTS AND SHALL BE SUBMITTED UNDER SEPARATE PERMIT AS
OUTLINED IN ARTICLE 9, SECTION 9.2.
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LOCATION MAP \ CLp �d, / / (286) �, \� ♦ �`�,
SCALE: 1 "=2,000' \ /
02
SITE INFORMATION <�' °'Aos
APPLICANT INFORMATION: WLI INVESTMENTS, LLC s 9
60 GREGORY RD, SUITE 1 S' ?y r' /-223.70, /�
BELVILLE, NC 28451 a �9p�� / ^
[phone] 0'oG p �'j� C Ads / 240'
OWNER: LEA PROPERTIES, LLC �O y ABC'°Oo /
PO BOX 130
p 9iy A p ° /
HAMPSTEAD, NC 28443 1plO s� �� / 40'
[phone] A o
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CURRENT LAND USE: VACANT LAND
CAMA LAND USE PLAN DESIGNATION: LOW DENSITY RESIDENTIAL & COASTAL RESIDENTIAL v 'q -, �oi76) �P% 20'
EXISTING ZONING: RP - RESIDENTIAL PERFORMANCE \ �, �f�`G'cpo OG,L��yI Op°oo ItjGP BOAT STORAGE DRIVE AISLE
PROPOSED ZONING: RP s s �' O 'L 0 / A\ Oi
o 9l o ,o �, s� y� P� / [SEE DETAIL] 30'
OWNER: 3292-34-1754-0000 yjtF� �O•LFO �so`,O \ ` A�90
TOWNSHIP: TOPSAIL OG,Lyy�A�O7, 0 \ / 25' 14'
DEED BOOK/ PAGE: PB 941/310 s o \ O s 484'
S O /
PROPOSED USE: SFD- SINGLE FAMILY DWELLING \ 60 �� 9c? \ v�9 30'
DETACHED CONVENTIONAL (SEC. 4.15.1) \ �O��p9�0 0"TOTAL PHASE 2 /
y� 2A y vG s6
TOTAL SITE 2' E AREA(PHASE1 & 2): +80.27 ACRES � 49.04 ACRES � y9�0' i o° / 20'
9 °o fit♦
SINGLE FAMILY DIMENSION REQUIREMENTS /
PROPOSED HOUSING TYPE: ALL UNITS ARE SINGLE FAMILY `W570 12'
DWELLING
DETACHED CONVENTIONAL \ /
(SEC. 4.15.1)
DIMENSION (LID OPTION PER SECTION 7.14 OF THE UDO): y9'%'p��
MINIMUM LOT SIZE: 11,250 SF s 9�Gc6q
MAXIMUM RESIDENTIAL LOT SIZE: 35,000 SF y-s� p'Ap,y o00
FRONTYARD SETBACK: 15' MINIMUM O O e� / / 3292-15-7923-0000
SIDEYARD SETBACK: 5' MINIMUM \ �'S �% di / LAMBERT ERIN R
CORNER SIDEYARD SETBACK: 15' MINIMUM 0 ZONED: RP
REAR SETBACK: 12.5' MINIMUM o� O /l , LT 116R PB 52/125 MAJESTIC OAKS
MAXIMUM BUILDING HEIGHT: 35' 9 3292-16-6031-0000
\ ��` WILTSHIRE ALLAN III
STRUCTURE SEPARATION: 15' MINIMUM
�2� �u'6 / ZONED: RP
MINIMUM CHORD DISTANCE: 15' 'sy 6' / /
MINIMUM LOT WIDTH: 30' ���"80'�F,�9.A oo C— $ MAJESTIC OAKS SEC 3
0 00 /
oGyO �2 A d� /
\ 20 oy A
\ < 9 � OGo`�Pulp
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G'As-o �00 SoF BOAT STORAGE PARKING
�OOV ti�\ ' y- [TYPICAL -SEE DETAIL]
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\ A'L�'Ao�6a; o
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j�O�s O 060 \ / �g OPT
S'o o OQ� CMG
30'
f
N 29°34'02" W 343'
3292-15-7872-0000
PAGE JAMES D
JR
ZONED: RP
L 117 PB 46/84
MAJESTIC
OAKS SEC 3
O Off. oo / �5 20' OR 30' PER SITE PLAN
\ O'L�� �� ��oo DRIVE AISLE
A
12" RIBBON CURB 1' 1'
WET POND #9
8" GRAVEL PARKING
L o \ O [SEE DETAIL &GRADING & ASTM NO. 57 STONE 1/4" PER FT 1/4" PER FT
p2 r�, o�s6 / DRAINAGE PLANS] DRIVE AISLE PAVEMENT
� F F
\ A O ��' %00. �'P °00 / PRESSURE TREATED LUMBER PERIMETER BOARDER f. ;'.':; 1.5"-SF9.5A SURFACE
\ �O> 9� �9 \ OG S �� q 0 6"-B25.0B BASE 6" STONE UNDER CURBING
p�%i206 \ 209�0 12" RIBBON CURB
O 2y �
'Ljy o0 O,L�,A� 1" DIAMETER ROD PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
\ �s -p O• A O0 O / / 2' %\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\ , ' ' ' .' DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING
<'� o yi 00 %� ��/��/��/��/��/��/��/��/��/�� SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE
06'\ O� �'p 9�' Gy9 <<i %\\/, /\\/\\/\\/\\/\\/\\/\\/\\/\\/ AVAILABILITY OF SOILS DATA.
A
O Tip o iPj6 \ \ ��3'�� A� �/ NON -WOVEN GEOTEXTILE FABRIC REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
s s2 y� o��o� oo° 90
'1 y;PQ 6 AI<, ° BOAT STORAGE PARKING BOAT STORAGE DRIVE AISLE
s \ �� / \ CROSS SECTION CROSS SECTION
y�s�°o�p ay'o \ �`����90 3292-06 4403 000o NOT TO SCALE NOT TO SCALE
y9 '.A sp000 WEIR DEWEY F JR et al
\ / 50 FT R/W -SEE PLAN FOR LOCATIONS 50 FT R/W 50 FT R/W
O s C� \y ZONED: RP No -
\ 0�2< / / PB 47/04 EASEMENT 41/10 E/S US
/ 12' 1' 24' 1' 7' S' 10 1' 28' 1' 5' 5' 12' 1' 24' 1' 7' S'
Oy 17 AT 1570 PB 28/68 WEIR ESTATE
1/4" PER FT 1/4" PER FT 1/2" PER FT 1/4" PER FT 1/4" PER FT 1/2" PER FT 1/4" PER FT 1/4" PER FT 1/2" PER FT
/ 32 1 SLOPES= 3:1 TYP. 5' SIDEWALK SLOPES= 3:1 SLOPES= 3:1
351 1.5"-S9.5B SURFACE VARIES SEE PLAN 1.5"-S9.5B SURFACE 1.5"-S9.5B SURFACE
6"-ABC BASE 6"-ABC BASE 6" STONE UNDER CURBING 6"-ABC BASE 6" STONE UNDER CURBING
6" STONE SLOPES= 3:1 SLOPES= 3:1
24" ROLLED CURB UNDER CURBING 24" ROLLED CURB OR AS OTHERWISE REQUIRED BY NCDOT 24" ROLLED CURB OR AS OTHERWISE REQUIRED BY NCDOT
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
/ SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING
AVAILABILITY OF SOILS DATA. SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE
AVAILABILITY OF SOILS DATA. AVAILABILITY OF SOILS DATA.
/ REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION. REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION. REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
TYPICAL 50' PRIVATE ROW ROAD CROSS SECTION
50' ROW APPLIES TO BLUENOSE LN., JACKLINE DR., W. KEEL DR, E. KEEL DR.,
AND KNOTS BEND DRIVE
NOT TO SCALE
TYPICAL COLLECTOR ROAD CROSS SECTION TYPICAL COLLECTOR ROAD CROSS SECTION
GROUP 1 COLLECTOR APPLIES TO ANCHORS AWAY RD GROUP 1 COLLECTOR APPLIES TO TIDE VIEW POINT
NOT TO SCALE NOT TO SCALE
6lCV RA AD
NU 1 FCC SGALL
16,478 SF ± \ ♦ 10' GENERAL UTILITY EASEMENT
0.38 AC.
0
45'
40'
4
� s
97,
285 2�s ♦ )�7
15,304 SF ± �T0 \
0.35 AC. ± 9�i\ ♦�
LDRAINAGE EASEMENT [TYPICAL]
♦
. 108.21' 89.38'
S 29�E S 34°35'25" E
6 64'
LEGEND
0
mw 57.91' S
3292-15-8741-0000 N 34°35'25" W 14.54' (TOTAL) 3292-15-9!
MCMANUS WILLIAM C et al ATKINSON DANIE
ZONED: RP ZONE[
L 118 PB 46/84 MAJESTIC OAKS SEC 3 L 119 PI
MAJESTIC C
I
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PROPERTY LINE
SWALE
WET WET WETLAND DELINEATION
— SS SS
W W W
FM
25
EXISTING CONTOUR
RIGHT OF WAY/BOUNDARY
SANITARY SEWER
WATER LINE
FM FORCEMAIN LINE
STORM DRAIN LINE
20 PROPOSED CONTOURS
50
- PROPOSED SETBACKS
PROPOSED EASEMENTS
PROPOSED POND OUTLINE
DRIVEWAY LOCATION
SANITARY SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
BUILDING HATCH
CONCRETE PAVEMENT
CONCRETE PAVERS
LANDSCAPE BUFFER
GRAPHIC SCALE
100
SCALE: 1 "=50'
.0
101
N
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21 �­l
APPROVED BY PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE ADMINISTRATOR.
SIGNATURE:
DATE:
SITE PLAN VALID FOR TWO YEARS FROM APPROVAL DATE.
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