20090692 Ver 2_401 Application_20130713

oq - T) toga. v �-
Ot WALe9
y�. pG Office Use Only:
C Corps action ID no.
o < DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form �, r� T
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
® Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number. 29 or General Permit (GP) number.
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes ❑ No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Project Information •
2a. Name of project:
Topsail Bluff
2b. County:
Onslow
2c. Nearest municipality / town:
Sneads Ferry, NC r_1 rim
2d. Subdivision name:
Proposed Topsail Bluff
2e. NCDOT only, T.I.P. or state project no:
r
n/a jut-
-
3. Owner Information ___ITJ
3a. Name(s) on Recorded Deed:
Topsail Bluff, LLC W d® ate+
3b. Deed Book and Page No.
D.B. 3882, P. 57
3c. Responsible Party (for LLC if
applicable):
Mr. Bartow L Shaw
3d. Street address:
1031 S Caldwell St., Suite 220
3e. City, state, zip:
Charlotte, NC 28203
3f. Telephone no.:
704- 527 -0204
3g. Fax no.:
704527 -0828
3h. Email address:
I [e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Infonnatlon (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify: Developer (contractual owner)
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
S. Agent/Consultant Information (If applicable)
5a. Name:
Ken Johnson
5b. Business name
(if applicable):
Charles F. Riggs & Associates, Inc.
5c. Street address:
501 New Bridge Street
5d. City, state, zip:
Jacksonville, NC 28541
5e. Telephone no.:
910 - 455-0877 (910 -081 -7444 Wilmington)
5f. Fax no.:
910-455 -9033
5g. Email address:
k.johnson @bizec.rr.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
761 -37 & 761 -35.2
1b. Site coordinates (in decimal degrees):
Latitude: 34.5756 Longitude: - 77.4769
1c. Property size:
116.6 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Turkey Creek
2b. Water Quality Classification of nearest receiving water.
SA; ORW
2c. River basin:
White Oak
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is vacant of all structures except for boat dock, gazebo, boardwalk and observation deck approved with Major CAMA permit. The uplands on-
site have been bushhogged for topographic survey and timbered for new proposed roads. The site has three very distinctive drains that are
surrounded by wetlands and culminate into marsh that feeds Turkey Creek. Adjacent properties are mainly woodlands and crop farmlands.
3b. List the total estimated acreage of all existing wetlands on the property: 44.896
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,850
3d. Explain the purpose of the proposed project:
Project purpose provides access to uplands via road crossings for subdivision development, including boat amenity area.
. Describe the ov II pro' I subdiv piondwitR publitt�vppe of e�uiDment tQ b rsed:
e protect is a pro poses dyvater an private septic. a roads are designed around natural drains. The boat
ramp and future lots area located on uplands currently accessed by an existing soil road; this access needs improvement to NCDOT specifications.
Heavy earth moving and road construction equipment will be used to gain access to the uplands.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
© Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Gene Young
Agency /Consultant Company: Applied Resource Management,
Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE Action ID: SAW - 2004000110 & SAW- 2012 -01766
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
®Yes [I No ❑Unknown
5b. If yes, explain in detail according to "help file° instructions.
-Major CAMA Permit # 81 -11 dated June 24, 2011
-401 Water Quality Certification Project # 2009 -0692 dated May 3, 2011
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary
W1 P
Fill
Pine Flat
No
Corps
0.002
VU2 P
Fill
Pine Flat
No
Corps
0.028
W3 P
Fill
Pine Flat
No
Corps
0.042
W4 P
Fill
Pine Flat
No
Corps
0.016
W5 P
Fill
Pine Flat
No
Corps
0.049
W6
2g. Total Wetland Impacts:
0.137
2h. Comments:
' W1 impact was previously permitted under CAM permit
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P
Culvert
Unknown
INT
Corps
3
53
S2
S3
S4
S5
S6
3h. Total stream and tributary Impacts
53
3i. Comments:
" An existing soil access road currently has a 20LF culvert that will he replaced. The NCDOT right -of -way is 50LF wide. The stream winds and curves
within the proposed RAN an estimated 74LF. Joanne Steenhuis determine the stream to be intermittent starting off -site. Impacts are computed with
73LF - 20LF (existing culvert) = 53LF
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
02
03
04
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
P2
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
B1
B2
B3
B4
B5
B6
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Original road was proposed at new crossing with additional impacts 800SF of wetlands and 53LF of stream. The road was redesigned to follow
existing soil road and for replacement of three existing culverts. The house lots were redesign as to not split uplands with wetlands. Cul-de-sacs
alleviated additional wetland crossings.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The impact width is the right -of -way plus 61-F into Shaw Property since road on P/L and grade changes from side to side; and uses steep side slopes if
necessary to minimize impacts. Construction of headwalls for the culverts; culverts are to be buried 20% of diameter, silt fence is to be installed along
edge of fill areas; seeded and strawed (sodded) to prevent erosion into wetlands. The round culverts create a flow width consistent with natural
stream - not flatting out and widening bed. No mitigation is being proposed at this time due to the avoidance and minimization practices implemented.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Type:
Type:
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete If Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
S. Complete If Using a Permlttee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6'of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
Yes Ig No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Ri parian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
12%
2b. Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Stormwater Management Plan proposed a 12% low density, residential permit Stormwater will be sheet flow to roadside swales and/or wetlands
located in the back of lots. All roadside swales culminate at a level spreadeNvegetated filter strip and designed to diffuse all flow through effective
infiltration. All areas with wetland impacts have no roadside swales; therefore only sheet flow off the roads and no concentrated flow at the wetland
crossings. Culverts at the wetland crossing are a conduit for existing flow and not newly introduced runoff from proposed impervious areas.
2e. Who will be responsible for the review of the Stormwater Management Plan?
NCDENR- DWQ
3. Certified Local Government Stormwater Review
3a. In which local governmerift jurisdiction is this project.?
❑ Phase li
❑ NSW
3b. Which of the following locally- implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
®Coastal counties
❑HQW
4a. Which of the following state - implemented stormwater management programs apply
ORW
(check all that apply):
BSession Law 2006 -246
[]Other
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federaUstate/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes° to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes° to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
Oyes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes' to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The proposed subdivision utilizes appr 16.237 acres of appr. 22 acres covering two tracts currently owned by Mr. Pollert. As stated, Mr. Polled retains
the first 500' of the area adjoining US Hwy 17. This area is contains a residential house, established pond and wetlands. The future use on this land
area is unknown and should not be considered part of this permit request.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the roposed project, or available capacity of the subject facility.
72 lots will have on-s a (on lot) individual septic system; 3 lots will have off -site (within limits) individual
project septic systems.
Page 9 of 10
PCN Form — Version 1.4 January 2009

6. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑Yes ®No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS Website
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Habitat and Ecosystem Atlas - Integrating Management Resources
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
North Carolina State Historic Preservation Office HPOWEB GIS Service
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping Information System (FMIS)
Ken Johnson of Charles F. Riggs &
Associates, Inc.
6/27/2013
Applicant/Agent s Printed Name
Applicant/ nYs Signature
Date
(Agents signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

l
Aw
EC
JUl_ ?32013
NOW OR
CEp
a WIFE
ARY B. PARKEFI"
D.B. 520, P. 1621
M.B. 14, P. 77
J
LEGEND
30X5
= HOUSE (TYPICAL)
CC =
CONTROL CORNER
ECM =
EXISTING CONCRETE MONUMENT (FOUND)(CC)
EIP =
EXISTING IRON PIPE (FOUND)
EIR =
EXISTING IRON ROD (FOUND)
EMN =
EXISTING MAGNETIC NAIL (FOUNDXCC)
EPK =
EXISTING PARKER —KALON NAIL (FOUNDXCO)
ERRS =
EXISTING RAILROAD SPIKE (FOUND)
MBL =
MINIMUM BUILDING LINE
NMP =
NON MONUMENTED POINT
R/W =
RIGHT OF WAY
SCM
SET CONCRETE MONUMENT (CONTROL CORNER)
SIP =
SET IRON PIPE
SIR =
SET IRON ROD
SMN =
SET MAGNETIC NAIL (CONTROL CORNER)
SPK =
SET PARKER —KALON NAIL (CONTROL CORNER)
S.T.
SIGHT TRIANGLE 10' X 70'
=
CENTERLINE
�
®Lm
WAIERUNE
a 3
FIRE NYORAIIT ASSEMBLY
—®
—� WATER SERVICE WITH METER
oa
LM GATE VALVE AND BDX
La
► REDUCER/ DIOREASER
w
WATER BLOW OFF ASSEMBLY
a
—�
- �— MAJOR CONTOUR
s
-�-- LUNN OONTOUR
•� SPOT ELEVATION
— - —
ROAD CEMIERUNE
RIGHT-OF-WAY
EASEMENT
— M
—
- — — -
SETBACIC
APPROXIMATE FLOOD ZONE
404 TIETLANDS
m W STORMINAIM BUFFER
a ODASTAL W TIJOIDS
— +�—
+�— a•— = NORMAL HIGH WATER
LM�RIIw = FOREBAY/LEVEL SPREADER
/VEGETATED FILTER STRIP
INTERMITTENT STREAM
J
Q
START AS DELINEATED
BY JOANNE STEENHUIS
ON JANUARY 16, 2013
OWNERS
TOPSAIL BLUFF, LLC
TITLE SOURCE
D.B. 3165, P. 165
D.B. 3758, P. 575
D.B. 3781, P. 236
TAX ID
761 -37
761 -35.2
INTERMITTENT STREAM IMPACTS #1
U
J
WETLAND
IMPACTS #5
WETLAND IMPACTS #1
W
U Q
WETLAND 53LF
WETLAND
2153
SF
96 SF
O
Q
EXISTING STREAM MEANDERS IN
IMPACTS #4
PREVIOUSLY PERMITTED
IMPACTS #2 AREA OF PROPOSED R /W1 STREAM
697 SF
ug
DO
UNDER CAMA PERMIT
H
GO
1234 SF START IS OFF —SITE
fi
°5
w
LLLL W 0
--%° _
mIr �
Lu
COASTAL
w
WETLAND
;t
Z:
a 3
WETLAND LINE
J
IMPACTS #3
w
PROPOSED ALDERMAN LANDING ROAD 1820 SF
go
NHW LINE
50' R/W (20' ASPHALT— PUBLIC)
1 lZl
x
,
,
I 61 ENTERUNE
2 � ( �sr�;,`•.r,:�;,`�:� � >. ; WETLAN
STREAM --
SURVEYED
CENTERUN •'` ` ,vy,;,' ;.' ,,.` ,'`gym
✓( +� 5 3 STREAM —
O� 41 J -SURVEYED
wATER
�F BUFFER
10 - r_,"f��i •rii :'�- '~; ,',;yr , „frrrr » »,.;�r,t �;i�..v
14�c4, `0
THIS IS TO CERTIFY THAT 1HEAt�U (CT ) TY IS e�. E '•' r`< •u t,o c za ,:> rA Yh,4
LOCATED IN FLOOD ZDNES EL=80+2 WHICH
'Y IS NOT AND 'AE• 6 s SPECIAL FLOOD HAZARD AREA
AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT l Q %; r.', "f•: ; t
COMMUNITY PnNE L�1M�S.FLOOD INSURANCE PROGRAM
370340 V20425700J. NOVEMBER 4 2005
370340 3720426700J. NOVEMBER 4 2006 1J .�•a ,. ` e�:x i4;
404 WETLANDS HAVE BEEN VERIFIED BY THE ``,`�I
DAVID BAILEY OF THE U.S.A.C.E. ��•�'(N CARp4
NORMAL HIGH WATER AS DETERMINED BY
CHARLES F. MGM P.L.S. L -2881. UMUMNG_
AS FLAGGED OR DETERMINED BY JON GIIES. Q�
DIVISION OF COASTAL MANAGEMENT. STATE OF SEAL
NORTH CAROLINA. = L -4925
ELEVATIONS ARE RELATIVE TO NAVDBB
IMPACT SUMMARY:
INTERMITTENT STREAM = 53 LF
WETLAND IMPACTS
1 (PREVIOUSLY PERMITTED) = 0.002 ACRES
2 = 0.028 ACRES
3 = 0.042 ACRES
4 = 0.016 ACRES
5 = 0.049 ACRES
TOTAL = 0.137 ACRES
GRAPHIC -SCALE
( IN FEET )
i inch = 300 fL
-r,. :• � >N �, N% ter. <,s' :< 41= ,:�., -;
�•E�Tgg ROAD
WATER PLAN DESIGN BY
KEITH P. BLIUA,
P.E.
v P E 16724
J a1o►NW 117 SOUTH
pp�p S$3 TEACHEY. NC 28464
x(1110)352 -�664
Id
C',
BT
gill
J
Y O a
U
J
W
U Q
LL
I.L.
N U
m
FLL.
�o3 o
J
O
Q
9WT_
O Q
v 5
O Z
HO
a z,0
IL
9WT_
L
ug
DO
H
GO
fi
°5
w
LLLL W 0
--%° _
mIr �
Lu
w
Q=�
;t
Z:
a 3
J
o -,
w
go
WET1

NSION OF 545
PRORNE ROAD- N•CH�T_PuBu0
60 S V �pItUPOSFD
L23
�6 +00
EP ��
NOW OM'FORMERLY
D.B. 439. RA 14 S45 °45'07'E
258.04 SIDE SWALE
STA 1 +27 TO 9 +00
- 8+00 �--
00 - —
T
NO ROAUa)vr-"
/ • • • STA 1 +27 TO
cp
am ".
M/FESJ 4O.F • . X34 �r
1NV Db 344' . .
INV OUTS 23.4'
---_ • " of
1,
NOW OR FORMERLY
CREECH
/PLAN VIEW GRAPEC SCAIIB D.B. 132, P. 78
(MMM)
Imb - III
C
s
L
% \A 1 CAR04 /
�O
4 SEAL
L -4925
lot 1;11%
\ 7' 8' 10' 10' 8, 7' Z Z O/3
VARIES-
VARIES
MAX. 1 °/FT 1 /4° FT 1/4-/FT 1 /FT MAX.
OR
CUT \ \�� \� RAP
/ \/ OUTLET
5 +50 6 +00 6 +50
PROFILE VIEW
HORIZONTAL: SCALE 1 " =50'
VERTICAL: SCALE 1 " =5'
7 +00 7 +50
CULVERT 20X BURIED
SEE SEPARATE
NCDOT CONCRETE ENDWALL FOR SINGLE FILTER
AND DOUBLE PIPE CULVERTS (DETAIL CLOTH
838.01 SHEETS 1 TO 3) FOR
DIMENSIONS AND CONSTRUCTION NOTES
1.•1 3 , •,, _ . •. 11
Z'
TYPICAL TIO► OF TWO A.► ROADWAY
NO SWALES AND NO CURB & GUMR
NOT . SCALE
CLASS B
RIP RAP
—4' T;BOTTOM
'
OF
STREAM /DRAIN
INTERMITTENT STREAM
START AS DELINEATED
BY JOANNE STEENHUIS
ON JANUARY 16, 2013
OWNERS
TOPSAIL BLUFF, LLC
D.B. 3165, P. 165
D.B. 3758, P. 575
D.B. 3781, P. 236
TAX ID
761 -37
761 -35.2
NAT'ER PLAN DESIGN BY
KEITH P. BULLA,
P.E.
P E. 10724
4710 HWY 117 SOUTH
TEACHEY, NC 28184
1910) 3524851
4t
also
�6 5ga
I� r�
J
LL
u-
D
J
ED
J
Z
U)
O
p
z�
oW
N �O
~ ca
U �
cn
u- �g
7° mW &n
4 JZW
H cn
a.
~a
WET2
PROPO
-D -GRAI
E
30
ISTIN
G
25
I
W
—w-
2' MIN
STA
+82 G
S HOR
E
20
18'
INV
CP W/
V-IN
OUTS i
ESl 401
4-.-(-N
3.4' (SW)
F
r
in
15
> LLI
V)
' 0 r-00
a r%�
N
w
ja
�r-
r*� r-�
N N
O
04
f\ r-�
N N
et to
(0 00
r\ c6
N N
(0 *—
LO O �
t\ Li
N (N
00
OM
t\ 4 r-.:
N N
C) 00
M
4
N N
r-
I-N
^ Sri
N N
M M
It
ri Lri
N N
r\
N
5 +50 6 +00 6 +50
PROFILE VIEW
HORIZONTAL: SCALE 1 " =50'
VERTICAL: SCALE 1 " =5'
7 +00 7 +50
CULVERT 20X BURIED
SEE SEPARATE
NCDOT CONCRETE ENDWALL FOR SINGLE FILTER
AND DOUBLE PIPE CULVERTS (DETAIL CLOTH
838.01 SHEETS 1 TO 3) FOR
DIMENSIONS AND CONSTRUCTION NOTES
1.•1 3 , •,, _ . •. 11
Z'
TYPICAL TIO► OF TWO A.► ROADWAY
NO SWALES AND NO CURB & GUMR
NOT . SCALE
CLASS B
RIP RAP
—4' T;BOTTOM
'
OF
STREAM /DRAIN
INTERMITTENT STREAM
START AS DELINEATED
BY JOANNE STEENHUIS
ON JANUARY 16, 2013
OWNERS
TOPSAIL BLUFF, LLC
D.B. 3165, P. 165
D.B. 3758, P. 575
D.B. 3781, P. 236
TAX ID
761 -37
761 -35.2
NAT'ER PLAN DESIGN BY
KEITH P. BULLA,
P.E.
P E. 10724
4710 HWY 117 SOUTH
TEACHEY, NC 28184
1910) 3524851
4t
also
�6 5ga
I� r�
J
LL
u-
D
J
ED
J
Z
U)
O
p
z�
oW
N �O
~ ca
U �
cn
u- �g
7° mW &n
4 JZW
H cn
a.
~a
WET2

CULVERT C
STA 12+14 ALDERMAN LANDING
REPLACES EXISTDIG 24' CULVERT 20 LF
36' RCP V/DOT ENDWALLSJ GOLF
INV Db 3°7' 00 - 2OX 21 D
DIV MITI 313' W - 800E
NOTE NEW CULVERT AEONS WITH
EXISTDIG STREAM AT PD ENTRY AND I
pm MaT
TOP OF BANK
- AVERAGE WIDTN 2'
FLOOD ZONEI X" \ \
PROPOSED ALDERMAN LANDING ROAD
RESIDENTIAL LOCAL SUBDIVISION ROAD
50' R/W (20' ASPHALT - PUBLIC) CULVERT 8" C900 PVC
CULVERT CS STA 18+83 ALDERMAN Wi��LR WATERLINE
STA 14+06 ALDERMAN LANDDrG 24' RCP WAM ENDWALLS) 56LF NCDOT APPRO ED
24' RCP W /DOT ENDVALLSI 48LF INV D6 12A; OD - 2= IqD RIGHT -OF -WAY TO
INV IM 75' 00 - 200E IVIED INV OVTr 9b (S) - 800E BUR= F L W PROPERTY LINE
INV OUTr 50 013 - = _
N86 °39'09'E
EIR -
fl0S'tN1 l-SOL --
Ia +o
V6 F ti
_ A I E WA
18RAP OUTLET PROTECTION -� 8�. \ 3 + 2
C900 PVC
P
.TOP OF BANK _ - WATERLINE �. `• \ ✓' .� . I
\ - AVERAGE WIDTH 2' -3'.-, �-�' . • . ' • . I >�� I ' . p . I \ \
•CENTERLINE P gREq PROTECTION " " ���4uiurrrr
. STREAM- SURVEYED EN �C� 1:::/: • ,�{ I I I (1) 8X8 TEE ��.�N CARO�''�.,
\� \ • ' : . ' . \S �• I I VALVE
lNlERNrrTENT STREAM DIPACTS Al .�. . \- .� I = ¢ SEAL
EXISTDrG STREAM MEANDERS IN AREA �' . . • • . • .. ' . ' . ' . ' . 50 STORM WATER 9 L -4925
1 •�: BU r
PROPPED It") STREAM START IS OFF -SITE . • � . ...-L ' . ' . \ d18 CI 3I E10 '• �F O2:
• PLAN VIEW
E. ,��%%
aRAPMC SCALE PROFILE VIEW r1111114�
HORIZONTAL: SCALE 1"=50'
VERTICAL: SCALE 1"=5'
-
t, mats . ao s
177.1
0/3
E
ISTING
PRADE
O—
to
mm
mo
m
NO
tD O
RT C
TA-I;—"+T"
CING
7 - W
EXIST
TLAND
ERM
-24=
IMP
LA
-CUL
RCP
W /DOT
ENDWA
LSI
ni t
l �� r.
N - 0
1 10
—z
M
✓RTC8- E
STA 14+06 AL
CACTNG XISfiI1
11%/ m \ I _m9 I
INt V.5' (N)I - 20% [BURIED
UN
z
in
�n
r7�
co
O—
to
mm
mo
m
NO
tD O
rlw
N 0
0)*
m '-
O*
w °q
R
D.B. 3758, P. 575
Oi
I�
D.B. 3781, P. 236
6
0 o6
0 6
0i -
pi
of
X
�
761 -35.2
W
11+00 11+50 12 +00 12 +50 13 +00
�I0! 1 CN 04
d
� �O
13 +50
2' MIN
No 0010 01*
G O� �r-
14 +00 14 +50
0 m N'd' 0�0 OR
17 to N n N
15 +00
2 MI[20%
L RTC rDiE
STA 15 +83 REP ACIN 2_ ' CP W INV INI 12.
QD N N I-- I N *
Lq N rnr rN n
M N rM r7 4 Ln 4
T- - �r_ � V_ � V_
15
SEE FOLLOWING REFERENCE
SHEETS,
• WETI FOR LEGEND
• WET2 FOR ROAD DETAIL
10
INTERMITTENT STREAM
4P-AC-T- 5. - START AS DELINEATED
ING BY JOANNE STEENHUIS
UtVER - ON JANUARY 16, 2013
6L
RIED rj
-
OWNERS
0 TOPSAIL BLUFF, LLC
TITLE SOURCE
D.B. 3165, P. 165
N
OR
D.B. 3758, P. 575
0)
D.B. 3781, P. 236
TAX ID
761-37
761 -35.2
15 +50 16 +00 16 +50
ATER PLAN DESIGN BY
LEITH P. BULLA
P.E.
P.E. 10724
4710 HWY 117 SOUTH
TEACHEY, NC 28484
[phone]
oil
o
b
a! b
1 °1q
J
J
LL
LL
J
m
J
0
zk
0
N >0
g LL ° l
�
Z m Ir 0
g Q
w 0-
OQ
W ET3

M3)I9 o06 - 3dId at nuHl „5i 'O'N `HDI31W
m m SAVMHDIH J0 NOISIAIO
+ S1d3AMO 3dIJ 318A00 ONV NOIIV1HOdSNVH1 30 '1d30
619 319NIS dOd IIVMON3 3MONOO VNIIOHVO H1HON
-A 10 HOd ONIMM OUVONVIS HSIl9N3 d0 31V1S
1
I
I —
M
I `I
I
r 1
c � I
r �I
I
I O
1
T --
1
�m
mr
w m$
lq o
CID H�
m
m
0
a 9a d, m
L�1
0 T I 9m T
= I
iu° w
5
m to at
A �
8
2
-Ir
X 0
I ENGLISH STANDARD DRAWING FOR STATE OF
CONCRETE ENDWALL FOR SINGLE NORTH CAROLINA
m � DEPT. OF TRANSPORTATION
o AND DOUBLE PIPE CULVERTS DIVISION OF HIGHWAYS
IM&M 15" THRU 48" PIPE - 90° SKEW RALEIGH, N.C.
p► N O p A 0� 0
m O OI OI A (O O¢
O 11ri fa O N e fa
to 1p
O m
.! � O� A A (O
p A m V O 1%1'11
o
a
m
N
N
X
a
m
+
A
f0
.
f0
=
pa
_
+
s
fd
A
t0
O
X
O
w
O
a
a
a
a
a
m�
f0
m
C
W
w
aM
A
A
N
N
A
N
T
N
<
a
a
s
N
a
a
a
m
m
A
N
+
f0
fO
to
N
N
O
W
m
o
w
o
a
m
�
N
N
z
'
A
m
N
N
f0
X
m
�Qd
w
p
OI
A
N
pl
p
V
w
O
tl=
N
A
Oo
N
N
M
fa
a,
p
O
a
0p
a
01
s
N
z
N
a
t0 OI
�rr
o
m
•
o
al
of
�
m
r
a
a
a
a
a¢
,
y
M
1911
m
O
A
O
o
a
m
N
N
X
a
m
+
A
f0
.
f0
=
pa
_
+
s
fd
A
t0
O
X
O
w
m
A.
A
X
m�
i
A
N
T
N
<
a
a
s
N
M
p
N+
N
X
W
s
�
N
N
f0
X
a
A
m
N
N
f0
X
pppps
O
�Qd
a
p
w
M
.
01
t0 OI
X
N
<
�

Icm M3 )IS .06 - 3dI-d ,9V MIH1 J5
aolI
o 319NI9 V 4 11VtAaN3 3iMONO9
CA dOd ONIMVaa adVONV1S HSIlON3
a'o
m
m
S
N
IM
I�
M
Z
m
N
t%r
-
p
A
m
p.
a
o
DEPT. OF TRANSPORTATION
y
OI
O
A
A
m
m
RAI FTAH. N.C.
o
a
�a
a
i
a
S
A
tlp
■
Ca
N
N
N
N±
f
O
I�'lyl.
m+
a
a
N
a
CI
a
m
a_
m
a
p
CpC
D
t
a
J
O
p
V
o
N
N
c
r
F'
m
M
A
W
N
1!,.
1:-1;-
O
ip
m
m
O
P
O
r
m
m
1D
m
r
y
W
N
A
W
(0
N±
O
(O
O
m
O
4
T
a
•
V
A
O
m
N
0
r
m
V
o.oavmio6
0
M
0
I
I /
I
Ir T
f 1in
4vio x
D
A N N X O w
a p22
m A A :AIR
fril
v
..
r.
(O a A m
O. N X
N �
a
N N+ N X N
a n
I�I�I+I�IX �I
m O X Iii
N N O I f
_ al_
N a e r I
A N A X I
n
l
Aa T w
OINO.K
am
O N
'O'N 'H0131VU
SAVMHDIH d0 NOISIAIa
NOI MOdSMI d0 ' ld3a
VNI1OUVO H1dON
sue, d0 UV1S
:.
T g
9i
O
4
O H
M
I. D. + 12"
D
ze
v
_f m
ITMXGK�
0 I = THICIc .
x
g
m
O
z
0
8
W
t_l�
f -A /fal Te"I PTKAl r%Anr% r%oAmTt1lr rno
t%r
-
4i a
CONCRETE ENDWALL
FOR SINGLE
""'"'" "^""L±"" }
a m
DEPT. OF TRANSPORTATION
c
AND DOUBLE PIPE
CULVERTS
DIVISION OF HIGHWAYS
I
. -n ...P... .^If .,Tr..-
^Ae Lawr -!Ar
RAI FTAH. N.C.
t_l�

0
cm
-v
K,
CA
rri
=[T DDm
^r ln00
z,. vim
O
V, o
a
Z
m ' ' C- z
—� rA m
� (15 M m
r_ h..
JJTP CA
13 >
�o 1A r o
�ITI Itl�v
ca
z
lil M c
.ii
•e
m
_SHE= 3 OF 3
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1 ".
PLACE �- #8 "'Y" BARS IN THE: TOP OF ALL E:W)WALL FOR PIPE: CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 0" LESS THAN
ENDWAI.I. LENGTH .
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPWSLE, 1311T IS USED IN COMPU•r]:NG ENDWALL QUANTITIES.
WHEN 1rm CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWEL;i IN THE BASE AS SHOWN ON PUNS.
SPACE EIARS AIP12ROXIMATELY (IN 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINIEE:R.
WHEN ^rHE CONTRACTOR ELECTS TO USE_ A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROU13H.
USE CtJtSS "B" CONCRETE.
z
oy
Q
F cr
Ct CD ca x
ulc LL =
F^ tO0
V,1�- LL O..J
2 °HQ
�>
d
Qo
In
.J
is co
F.
u" I-# W vi
J
� i"=.� a vi
QAn ,
C) ..J LLI
IL
a '< CL
o :3 d.
~ �_ d•
CD lL m -
a
uu :z z �
.Z •-.
42 Q
0
.01