20160510 Ver 1_Application_20160518

RECEIVED/NCDENR/DWR
o�oF wnrFgo APR 2 6 2016
o < Water Quality Regional
Operations Section
Washington Regional Office
Office Use O y:
Corps action lD no
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
O t
"0
1a. Type(s) of approval sought from the Corps:
Q Section 404 Permit
❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
Q Yes ❑ No
1 d. 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
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
0 Yes ❑ No
For the record only for Corps Permit:
❑ Yes ❑x 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
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes 0 No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2. Project Information
2a. Name of project:
The Rosemyr Corporation
2b. County:
Pitt
2c. Nearest municipality / town:
Ayden
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
The Rosemyr Corporation
3b. Deed Book and Page No.
3290,30
3c. Responsible Party (for LLC if
applicable):
Lois Williams
3d. Street address:
PO Box 108
3e. City, state, zip:
Henderson, NC 27536
252-430-6161
110H
3f. Telephone no.:
3g. Fax no.:
252-430-7097
W L=
3h. Email address:
I'v1AY
40 -WAT R RE OUR g
1 & BUFFER PERMITTIN
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. AgentlConsultant Information (if applicable)
5a. Name:
Phillip R. Joyner, Jr.
5b. Business name
(if applicable):
Aspect Engineering and Inspections
5c. Street address:
3124 Zebulon Road
5d. City, state, zip:
Rocky Mount, NC 27804
5e. Telephone no.:
252-452-4772
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
4663522259
1b. Site coordinates (in decimal degrees): I Latitude: 35.477199 Longitude: -77.437252
1c. Property size:
4,38 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Unnamed Tributary Swift Creek
2b. Water Quality Classification of nearest receiving water:
C;Sw,NSW
2c. River basin:
INeuse
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 existing site is vacant. The properties to the east, west and south are commercial developments. The property to the north is vacant.
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 500
3d. Explain the purpose of the proposed project:
The project will involve installing underground sanitary sewer pipe and RCP pond discharge pipe Into the jurisdictional ditch.
3e. Describe the overall project in detail, including the type of equipment to be used:
A backhoe or trackhoe will be used to excavate for the sanitary sewer pipe and RCP pond outlet pipe installation.
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 priorphases) in the past?
0 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): Kyte Barnes - USACE
Agency/Consultant Company,
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE 2-19-16; NCDEQ 11-19.2014 and 2-22-16
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ❑ No ❑X Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑X Yes ❑ No
6b. If yes, explain.
A future building expansion Is planned at an undetermined date: however the expansion will not effect the ditch.
Page 3 of 10
PCN Form -- Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands [X 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.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e,
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
-
W2
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
-
W4 _
Choose one
Choose one
EYes/No
W5
Choose one
Choose one
W6 -
Choose one
Choose one
2g. Total Wetland Impacts:
2h. Comments:
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b. 30. 3d.
Type of impact Stream name Perennial (PFR) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f. 3g.
Average Impact
stream length
width (linear
(feet) feet)
81 f Pond
Discharge Pipe UT to Swift Creek INT
Corps
20 5
82 T
UG Sanitary Sewer Cross UT to Swift Creek INT
Corps
20 10
S3
Choose one -
-
S4 -
Choose one
-
S5
Choose one
S6 -
Choose one -
3h. Total stream and tributary impacts 15
3i. Comments:
S1 is for the pond discharge pipe which will be Installed on the stream bank and protected with rip -rap and is permanent. S2 is for the underground
sanitary sewer crossing and is temporary.
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 individually 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. 4e.
Waterbody Area of impact (acres)
type
01
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
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. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled Excavated Flooded
Filled Excavated
P1
Choose one
P2
Choose one
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
YeslNo
B2 -
Yes/No
B3 -
YeslNo
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
61. Comments:
Page 5of10

D. Impact Justification and Mitigatlon
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The overall project has been scaled back to minimize impact to the ditch. The impact for the sanitary sewer is required to provide sanitary sewer to the
development. The water quality pond is required to meet NCDEQ stormwater rules and the ditch is the only point of discharge available.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The sewer crossing will be temporary and will be graded and seeded immediately to reestablish ground cover. The pond discharge pipe will only
impact the east bank of the ditch, will be angled downstream to minimize impact to the opposite bank and will be armored/protected with rip -rap outlet
protection.
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 ❑x 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: Choose one
Type: Choose one
Type: Choose one
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: Choose one
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:
5. Complete If Using a Permittee 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
buffer mitigation?
❑ Yes ❑ No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(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 ❑X No
within one of the INC Riparian 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?
54%
2b. Does this project require a Stormwater Management Plan?
❑x 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:
This project requires stormwater runoff management and nutrient reduction. There are plans for potential future development; therefore, the nutrient
management and water quality pond are designed for future development. The water quality pond Is designed for a drainage area 2.60 acres of which
2.35 is impervious resulting in 90% impervious cover for design calculations, Based on 2.35 acres of future impervious the impervious cover Is 54%.
This proposed project as shown in the plans is 0.86 impervious.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Town of Ayden
3. Certified Local GovernmentStormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Town of Ayden
❑ Phase 11
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
[] USMP
apply (check all that apply):
❑ Water Supply Watershed
Q Other: Town of Ayden
3c. Has the approved Stormwater Management Plan with proof of approval been
❑Yes ❑X 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):
❑Session 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)
la. Does the project involve an expenditure of public (federallstate/local) funds or the
❑ YesxQ
No
use of public (federal/state) land?
1b. 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
C] 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,
❑ Yes
❑ No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after -the -fact permit application?
❑ Yes
❑X 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
Oyes
® 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.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed prjEect, or available capacity of the subject facilityy.
The domestic sewage vWn be discharged directly into the existing manhole via L proposed 6" sewer service.
Page 9 of 10
PCN Form — Version 1.4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X 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?
http://ecos.fws.g ovlcrltha b/
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Essential Fish Habitat Mapper v3.0
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 ❑X 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?
NC State Hlstorlc Preservation Office GIS - http://gis.ncdcf.govlhpoweb/
8. Flood Zone Designatlon (Corps Requirement)
Be. 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?
Flood insurance Rate Map by the Federal Emergency Management Agency, Community Panel No. 370189 4663 J, dated January 2, 2004.
TL RoseM CorPp+r0.�l'
`Li
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature Is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Map Book 70, Page 58
Map Book 53, Page 90
Area calculated by coordinate method.
All distance shown are horizontal ground distance unless otherwise noted.
Wetlands are not shown and may not have been determined.
This property is subject to any encumbrances that are found upon a title
search.
The surveyor did not visibly see any marked cemeteries or groves in open
areas on the site.
Parcel Number: 4663522259
Recorded deeds and maps referenced on this plot are located in the office of
the Pitt County Register of Deeds.
Existing underground utilities shown on this plan are approximate and were
provided by others. All contractors are responsible for verifying the location
of all underground utilities prior to commencing work.
The network positional accuracy of the RTK derived positional information is
O.01 US Feet. Horizontal positions are referenced to NAD 83(NSRS20011).
Vertical positions are referenced to NAVD88, Combined Factor 0,9998774
The streams located on this property are note subject to the Neuse Riparian
Buffer rules per an email from Anthony Scarbrough with NCDEQ dated March
7, 2016
Flood Zone
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TRANSVERSE EXPANSION
JOINT IN CURB AND GUTTER
1. Contraction joints shall be placed at 10'
intervals, except that 15' spacing may be
NOT &,ed when a machine is used or when
ctory support for the face form
can be obtained without the use of
templates at 10' intervals. Joint spacing
may be altered by the engineer to
prevent uncontrolled cracking.
2. Contraction joints may be installed by the
use of templates or formed by other
approved methods. Where such joints are
not formed by templates, a minimum
depth of 1 1/2" shall be obtained.
3. All contraction joints shall be filled with
joint filler.
4. Expansion joints shall be spaced at 90
intervals, and adjacent to all rigid objects.
5. All curb and �gutters are to be poured
with class "A" concrete (3,000 PSI).
6. Flexible forms are to be used when
radius is less than 200'.
CURB AND GUTTER DETAILS
Not To Scale
- Ex, Gross
0
I I UNIT 4
PRO ASPHALT — 3'
S -9.5A AND 8* CABC zo
0,
61
IE 63.1'
PROPOSED BUILDING
8,139 SF
(REFER TO ARCHITECTURAL PLANS FOR EXACT
BUILDING DIMENSIONS)
FINISH FLOOR ELEVATION 65.00
UNIT 3 UNIT 2 UNIT 1
1 111.4' H
4.
OPO CONCRETi SIDOW"' PRO VAN ACCESSIBLE SIG
PRO WHEEL STOPS
+M 12 PROPOSED SPACES 901
PRO ASPHALT - 3"
S -9,5A AND Sr CABC
L11V '10 PROPOSED SPACES
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25.0'
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10 PROPOSED SPACES
PRO ASPHALT — 3'
5-9,5A AND 8' CABC
17 PROPOSED SPACES
0
PRO FL1ME1 2 250
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Vicinity Map - Not To Scale
Surveyor's Certfficate
11,WW M -M M lyn�
Zone B-2/C COIL
B-2 (Highway Commercial Setbacks):
Front — 25'
Side — 15'
Rear — 20'
C COL (CommercIa! Corridor Overlay)
Front — 100' ,,,am NC Highway 11
I, Scott M. 6umgarner, Professional Land Surveyor, certify that this moF
was drawn under my supervision from an actual field survey made under
my supervision (from Deed Description recorded In Book 329.0 Page Mj
That the boundaries not surveyed are clearly indicated as drawn from
information found in Book gs , Page shown : That the ratio of precision
as calculated10,000+; and that this map meets the requirements
of The Standards of Pragiice for Land Surveyin in Nor);h Carolina (21
NCAC 56.1600). Thlsday
1, S ott M. Burngarner, Professional Land Surveyor No. L-4579, certify
th4this survey is of an existing parce[_sw_+,arceIs of fond.
- Area calculated by coordinate method.
All distance shown are horizontal ground distance unless
otherwise noted.
— Wetlands are not shown and may not have been determined.
— This property is subject to any encumbrances that ore found
upon a title search.
surveyor did not visibly see any marked cemeteries or
groves in open areas on the site.
— Parcel Number: 4663522259
— Recorded deeds and maps referenced on this plot are
located in the office of the Pitt County Register of Deeds,
— Existing underground utilities shown on this plan are
approximate and were provided by others. All contractors
are responsible for verifying the location of all underground
utilities prior to commencing work.
— The network positional accuracy of the RTK derived positional
information is 0.01 US Feet. Horizontal positions are
referenced to NAD 83(NSRS20011). Vertical positions are
referenced to NAVD88, Combined Factor 0.9998774
streams located on this property are not subject to the
Neuse Riparian Buffer rules per an small from Anthony
Scarbrough with the NCDEQ dated March 7, 201& A
Le nd".
E- — — —
Guy Wire
- — — — — — — — — — — — — — -
Edge of Pavement
Date- Feb.
Storm Drain Pipe
Project No.:
Curb and Gutter
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Property Line Surveyed
CC:•
Property Line Not Surveyed
Right of Way
CHU —
Overhead Utility(s) (Generic)
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Contours
Cd
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Gravel
Sanitary Sewer
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Water
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Concrete
Ballard
wv
Water Valve
Fire Hydrant
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Utility Pole
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Sanitary Manhole
I�DD
Storm Manhole
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Area Light(s)
U
Sign
MB
Moil Box
0
Not to Scale
CB
Catch Basin
oco
Clean—out
Cons.
Concrete
DI
Drop Inlet
DIST.
Disturbed
Ex.
Existing
EIP
Existing Iron Pipe
FES
Flared End Section
IPS
Iron Pipe Set
MH
Manhole
RCP
Reinforced Concrete Pipe
SF
Square Feet
SSMH
Sanitary Manhole
SDMH
Storm Manhole
INV
Invert
N
Northing
E
Easting
NAD
North American Datum
CIF
Combined Scale Factor
TC
Top of Curb
BC
Back of Curb
BG
Below Ground
AG
Above Ground
0H1/0Bl
Soil Boring
MBI.
Minimum Building Line
Trees (Existing)
Shrubs
A?
References
Deed Book 3290, Page 30
Ex. I Story
Map Book 70, Page 58 it
It Concrete Block A
Map Book 53, Page 90 If I ZZ Building
NAD 53(NS�2011)�
NG Grid North
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Ex. Asphalt
The Rosemyr Corporation
-Z Deed Book 3057, Page 27
Map Book 53, Page 90
x,
EIP �14 Ex. Gross
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Benchmark
Fire Hydrant Top Nut
Elevation = 66.79
S 16'46 q' I
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15' utilit it
oH2 (Map Y Ease A4 E.. Catch Basin
Book 70, ment TC@Bc 6122
Page 5 Inv. 60.10
4
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�,_*qNo all J
20'
-4579 Z, ,5 9,37 V
OB2 MBL
4' BG
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Ex. Asphalt
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The Rosemyr Corporation
ill
Deed Book 3290, Page 30
III Ex. Catch B" sin
TC@6C 63
A, Inv, 59.65,27
Parcel 3A
X
OHI d,
e`%, Map Book 70, Page 58
Jorpct Worthington if
Ralph C_ Worthington, Jr. 4.38 Acres
Deed Book 1428, Page 216
Mop Book 70, Page 58 1, IF Ex. Gross
11Ex. 1 Story
- - - - - - - - - - - - ---- Brick Building
if
Ex. Landscape
Area
Control Comer
3/4- EIP, 2- EIG
N=631,782.62 US Feet
wy
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Walgreens of North Carolina
Deed Book 3171, Page 667
Map Book 70, Page 58
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P\ E..-� 1 11 �\\ TC'@BC 62.95
OB6 Dampstel Inv. 58.75
085
X Ex. 15" Ex. Asphalt
A, Ex. Brick -
Ajol��,- -_ - Plastic Pipe
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Ex. Gross Ex. FES
Inv. 58�22
N\\ a Ex. Brf�pk��
Box
lzx�_2istr Structure
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Benchmark 0
Noll Set in Power Pole Iin _E`x. Rip -Rap
1/2- EIP Elevation 65.60 4)
R/W G I v
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ab Rim 65.64
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S S, - a- -"LLucia Street -1 M - M - - Inv. 46.54
7' S S - - - - S - -- - S - - - - S 302.56' (SSMH—SSMH) Ledge 47.38
Green pointed line in Field Ex. SSMH 60' Public Right -of -Way -S - - - - S - - - - S - - - - S - - - - S I__ S S - M_ -S - - - - S ® - - - S - S
- - - - - - - - - - - - - - Rim 64,37 -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - Ex. 8" Sanitary Sewer - Line - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I -
Inv. 44.61
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RIPP ZxL 59-g 9
Ledge 45.47 Inv. 45.44
20' Temporary
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R/W
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8
Project No.:
P160004
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Date- Feb.
8, 2016
Project No.:
P160004
Drawn by:
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Vertical Scale:
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Date- Feb.
8, 2016
Project No.:
P160004
Drawn by:
LFH
'Checked by:
SMB
6: