20190435 Ver 1_PCN Form Submission_20190404

QXR,
pMskm of Winer 8059MOS
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
O Yes
d No
Is this project a public transportation project?*
O Yes O No
Charge only if needed.
BIMS # Assigned*
Version#*
20190435
1
Is a payment required for this project?
O No payment required
What amout is owed?*
O Fee received
O $240.00
O Fee needed - send electronic notification
d $570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
540 West
1a. Who is the Primary Contact?*
Deborah Shirley
1b. Primary Contact Email:*
[e-mail]
Date Submitted
4/4/2019
1c. Primary Contact Phone:*
[phone]
Nearest Body of Water
UT to Beaverdam Creek (east side of Neuse River) (Neuseco Lake, Beaverdam Lake); Milburnie
Creek ( Milburnie Lake)
Basin
Neuse
Water Classification
C;NSW
Site Coordinates
Latitude: Longitude:
35.8128 -78.5249
A. Processing Information U
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
O Yes O No
1a. Type(s) of approval sought from the Corps:
m Section 404 Permit (wetlands, streams and waters, Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
m Nationwide Permit (MNP)
❑ Regional General Permit (RGP)
❑ Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
OYes0No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
V 401 Water Quality Certification - Regular
❑ Non -404 Jurisdictional General Permit
❑ Individual Permit
29 - Residential Developments
Is. Is this notification solelyfor the record because written approval is not required?
For the record onlyfor DWR 401 Certification:
For the record only for Corps Permit:
❑ 401 Water Quality Certification - Express
m Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
Acceptance Letter Attachment
540 West DMS Acceptance.pdf 78.35KB
th. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1j. Is the project located in a designated trout watershed?
O Yes d No
O Yes O No
O Yes O No
B. Applicant Information 61
1d. Who is applying for the permit?
❑ Owner ® Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
O Yes O No
2. Owner Information
2a. Name(s) on recorded deed:
Adcock Trust
2b. Deed book and page no.:
Bk 8002, Pg 20
2c. Responsible party:
Alvin Adcock
2d.Address
Street Address
1521 Old Milburnie Road
Address line 2
CKY
Raleigh
Postal / Zip Code
27604
2e. Telephone Number:
[phone]
2g. Email Address:*
Randy. [e-mail]
.............................................................................................................
2a. Name(s) on recorded deed:
MCA Family Farm, LLC
2b. Deed book and page no.:
Bk 17337, Pg 770
Rate / Rov'rnce/ R4M
NC
Qx rtry
USA
2f. Fax Number:

2c. Responsible party:
Alvin Adcock
2d. Address
Street Address
1512 Old Milburnie Rd
Address line 2
Qty
Raleigh
Postal / Zip Code
27604
2e. Telephone Number:
[phone]
2g. Email Address:*
Randy. [e-mail]
2a. Name(s) on recorded deed:
Pulte Home Company, LLC
2b. Deed book and page no.:
Bk 17337, Pg 537; 17337, 543; 17338, 1283; 17337, 766; 17338, 1283;
2c. Responsible party:
Chris Raughley
2d. Address
Street Address
1225 Crescent Green Drive, Ste. 250
Address Line 2
CKY
Cary
Postal / Zip Cade
27518
2e. Telephone Number:
[phone]
2g. Email Address:*
Chris. [e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Chris Raughley
3b. Business Name:
Pulte Home Company, LLC
3c.Address
Street Address
1225 Crescent Green Drive, Ste. 250
Address Line 2
CKY
Cary
Postal / Zip Code
27518
3d. Telephone Number:
[phone]
3f. Email Address:*
Chris. [e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(ff appropriate)
1c. Nearest municipality/ town:
Raleigh, NC
2. Project Identification
Slate / Rovince / Fagion
NC
Country
LISA
2f. Fax Number:
State / Rwince / Ragim
NC
Q -by
USA
2f. Fax Number:
State / Rwince / Fegion
NC
!burry
United States
3e. Fax Number:

2a. Property Identification Number:
1745115311,1745210404,1745213556,
1744291751, 1745101172, 1744180546,
2b. Property size:
1735903287 &1744081979
161.85
2c. Project Address
Street Address
Old Milburnie Rd, Old Barbee Ln
Address Line 2
qty
State/ Row ce / R3gion
Raleigh
NC
Postal / Zip Cade
Country
27604
United States
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Uf to Beaverdam Creek (east side of Neuse River) (Neuseco Lake, Beaverdam
Lake); Milburnie
Creek ( Milburnie Lake)
3b. Water Resources Classification of nearest receiving water:*
C;NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12 -digit HUC in which the project is located.
030202010705
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
E)dsting conditions south of Old Barbee Lane consist of agricultural fields and wooded areas. Unpaved driveways and structures ebst within the assemblage of properties. A perennial
stream bounds the property to the south. Three perennial stream systems flowthrough the property, with Headwater Forest wetlands, bottomland Hardwood Forest wetlands, linear
wetlands, and open waters. North of Old Barbee Lane, conditions consist of wooded parcels with several mobile homes. No wetlands or streams ebst North of Old Barbee Lane.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
0 Yes d No O Unknown
4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf 917.98KB
4e. Attach an 8 1/2X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
SS.pdf 279.75KB
4f. List the total estimated acreage of all existing wetlands on the property:
Appro>amately 2.4 acres, and < 1 acre in open waters
4g. List the total estimated linear feet of all existing streams on the property:
ApproArnately 5,000 linear feet
4h. Explain the purpose of the proposed project:*
The purpose of this project is to provide access and utilities for a residential subdivision.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of the construction of a Residential Development, including but not limited to roads, utilities, stormwater devices, residential structures and associated
facilities. Specifically, there are two (2) road crossings, two (2) culvert extensions associated with Old Milburnie Road widening/relocation, two (2) aerial sanitary sewer crossings, one (1)
area of lot fill and five (5) velocity dissipaters from stormwater control measures. Equipment to be used will include excavators, bull dozers and other typical equipment used for land
clearing, construction and excavation.
4j. Please upload project drawings for the proposed project.
PLT17020 540 West Ebsting Conditions Sheet Signed.pdf
E-1 Overall Impacts. pdf
5. Jurisdictional Determinations
Sa. Have the wetlands or streams been delineated on the property or proposed impact areas?
O Yes 4 No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
9 Preliminary O Approved O Not Verified O Unknown 4 WA
Corps AID Number:
1.96MB
2.32MB
4 Unknown

5c. If 5a is ves. who delineated the iurisdictional areas?
Name (if known): Steven Ball
Agency/Consultant Company: Soil & Environmental Consultants, PA
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
USACE site visit and Feld verification was completed by Tasha Alexander on June 7, 2018; Riparian buffer determination was completed by Cheng Zhang on August 2, 2017 (NBRRO
#17-240)
5d1. Jurisdictional determination upload
Old Milburnie Assemblage buffer letter.pdf 4.42MB
6. Future Project Plans
6a. Is this a phased project?*
O Yes O No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
It is our understanding that the project will be constructed in three (3) phases, given the size of the proposed development and off-site roadway improvements. There are no intended
future phases beyond the property boundaries shown.
D. Proposed Impacts Inventory U
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
m Wetlands ® Streams -tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.014 0.298
2g. Total Wetland Impact
0.312
2h. Comments:
Al temporary wetland impacts will be brought back to pre -construction contours and will be re -vegetated with a wetland seed mix
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
i1
Impact act D2 & 133 -Road Permanent Culvert F -LIT to Beaverdam Creek Perennial Both 3 113
Widening Average (feet) (linear feet)
2a1 Reason(?)
2b. Impact type * (?)
2c. Type of W.
2d. W. name *
2e. Forested*
2f. Type of
Jurisdicition*(?)
2g. Impact
area
Impact Al
Road Crossing: Culvert
P
Headwater Forest
W16
Yes
Both
0.047
& Fill slopes
(acres)
Impact Al
Temporary Construction
T
Headwater Forest
W16
Yes
Both
0.003
(acres)
Impact A2
Lot Fill
P
Headwater Forest
W16
Yes
Both
0.172
Impact E1
AerialUtilityp rap
P
Bog
W11
Yes
Both
OAa01
ban
)
Im act F2
P
Road Fill
P
Bottomland Hardwood Forest
W9
Yes
Both
0.002
(acres)
Im act G1
P
Road Fill
P
Bottomland Hardwood Forest
W12
Yes
Both
0.048
(acres)
Im act G1 P
Temporary Construction
P Y
T
Bottomland Hardwood Forest
W12
Yes
Both
0.011
(acres)
Impact 11
Aerial Lhility Wrip-rapP
Bottomland Hardwood Forest
Yes
Both
bank protection
�Wl
114=1
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.014 0.298
2g. Total Wetland Impact
0.312
2h. Comments:
Al temporary wetland impacts will be brought back to pre -construction contours and will be re -vegetated with a wetland seed mix
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
i1
Impact act D2 & 133 -Road Permanent Culvert F -LIT to Beaverdam Creek Perennial Both 3 113
Widening Average (feet) (linear feet)

3i. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
371
31. Total stream and ditch impacts:
455
31. Total temporary stream impacts:
84
3j. Comments:
All temporary stream impacts will be brought back to pre -construction stream bed elevations and the stream banks will be stabilized.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
m Neuse
❑ Catawba
❑ Goose Creek
❑ Other
❑ Tar -Pamlico
❑ Randleman
❑ Jordan Lake
61b. Impact Type
6c. Per or Temp6d.
Stream name
6e. Buffer mitigation required?
6f. Zone 7 impact
6g. Zone 2 impact
Impact B1 -SCM velocity dissipater
P
Milburnie Creek
S2
Impact D2 & D3 -Dissipater
Permanent
Other
F -UT to Beaverdam Creek
Perennial
Both
2
52
Impact D1 -SCM velocity dissipater
Pad (Permanent -no
LIT to Beaverdam Creek
No
432
263
Impact D2 & D3 -Road Widening
Avera<7e (feet)
(in�rfeet)
No
Permanent Loss)
4,802
Impact E1 -Aerial Utility
P
LIT to Beaverdam Creek
No
2,655
2,456
S3
Impact D2 & D3 -Temporary
Temporary
Other
F -UT to Beaverdam Creek
Perennial
Both
2
27
No
Construction
2,447
Impact G1 -Road Crossing
P
UT to Beaverdam Creek
No
Average (feet)
(ir�rfeet)
S4
act F2 & F3 -Road
Impact
Permanent
Culvert
H -UT to Beaverdam Creek
Perennial
Both
2
31
No
Widening
1,829
Average (feet)
(ir�rfeet)
S5
Impact F2 & F3 -Dissipater
Permanent
Other
KLIT to Beaverdam Creek
Perennial
Both
2
37
Pad (Permanent -no
Average (feet)
(irrfeat)
Permanent Loss)
S6
Impact F2 & F3 -Temporary
Temporary
Other
H Ui to Beaverdam Creek
Perennial
Both
2
35
Construction
Aver�e(fcet)
(knearfect)
37
Impact G1 -Road Crossing
Permanent
Culvert
KLIT to Beaverdam Creek
Perennial
Both
5
100
Avenge (feet)
(ir�rfeet)
gg
Impact G1 -Dissipater Pad
Permanent
Other
KLIT to Beaverdam Creek
Perennial
Both
5
17
(Permanent -no Permanent
Average (feel)
(irrfeet)
Loss)
S9
Impact G1 -Temporary -1
Temporary
Other
J
H Ui to Beaverdam Creek
Perennial
Both
4
16
Construction
Average (feet)
(inaar feet)
FO
Impact A -Fill
Permanent
Fill
S1 -UT to Beaverdam Creek
Perennial
Both
2
21
Average (feet)
(ir�rfeet)
gtt
Impact A -Temporary
Temporary
Other
SI ATF to Beaverdam Creek
Perennial
Both
2
6
Construction
Aver�e(feet)
(ir�rfeet)
3i. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
371
31. Total stream and ditch impacts:
455
31. Total temporary stream impacts:
84
3j. Comments:
All temporary stream impacts will be brought back to pre -construction stream bed elevations and the stream banks will be stabilized.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
m Neuse
❑ Catawba
❑ Goose Creek
❑ Other
❑ Tar -Pamlico
❑ Randleman
❑ Jordan Lake
61b. Impact Type
6c. Per or Temp6d.
Stream name
6e. Buffer mitigation required?
6f. Zone 7 impact
6g. Zone 2 impact
Impact B1 -SCM velocity dissipater
P
Milburnie Creek
No
373
443
Impact C1 -SCM velocity dissipater
P
UT to Beaverdam Creek
No
387
308
Impact D1 -SCM velocity dissipater
P
LIT to Beaverdam Creek
No
432
263
Impact D2 & D3 -Road Widening
P
LIT to Beaverdam Creek
No
8,932
4,802
Impact E1 -Aerial Utility
P
LIT to Beaverdam Creek
No
2,655
2,456
Impact F1 -SCM velocity dissipater
P
UT to Beaverdam Creek
No
586
360
Impact F2 & F3 -Road Widening
P
LIT to Beaverdam Creek
No
4,013
2,447
Impact G1 -Road Crossing
P
UT to Beaverdam Creek
No
7,465
4,507
Impact H1 -SCM velocity dissipater
P
Milburnie Creek
No
427
282
Impact 11 -Aerial Utility
P
Milburnie Creek
No
2,950
1,829
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2

Total Permanent impacts: 28,220.00 17,697.00
Zone 1 Zone 2
Total combined buffer impacts: 28,220.00 17,697.00
61. Comments:
Supporting Documentation
540 West Impact Map Set.pdf 4.13MB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
S&EC completed a wetland delineation and Neuse River Buffer evaluation for the entire property in order to identify natural resources so that impacts
could be avoided & minimized to the maximum extent practicable. Impact Area Al is proposed permanent and temporary wetland impacts for a road
crossing. This road crossing is a City of Raleigh block length requirement and a required road crossing. The location was determined to minimize
impacts to the floodplain, streams and riparian buffers. A retaining well has been proposed to minimize impacts to the maximum extent practicable.
Impact Area A2 is proposed permanent wetland impacts for lot fill. The existing grade for wetland W16 is approximately 258. Proposed grades for the
roadway crossing to the east and the road to the west are both approximately 263. With a 3:1 roadway slope requirement from proposed right of way
on each side of this wetland area, it would be difficult to avoid the wetland areas between these two fill slope areas. If it were to be avoided, a hole
would remain within the residential lot area layout. Additionally, it would also be difficult to provide hydrology to this area to keep the wetland
recharged. Impact Areas B1, C1, D1, F1 & H1 are proposed riparian buffer impacts for velocity dissipaters. These impacts are necessary to minimize
erosive conditions from the Stormwater Control Measures (SCM), and to allowfor maintenance at the bottom of the SCMs. These impacts have been
minimized and angled to flow with the streams. Impact Areas D2 & D3 are proposed permanent and temporary stream impacts and riparian buffers for
a road widening on Old Milburnie Road. This road widening is a City of Raleigh transportation requirement to comply with site access and the future
roadway section for Old Milburnie Road. Precast head walls have been proposed instead of Flared End Sections at the end of pipes to minimize
stream and riparian buffer impacts. Also, the two 42" culverts will be replaced to improve the alignment of the stream channel to minimize erosive
conditions and provide for aquatic life passage. Impact Area E1 is proposed permanent wetland and riparian buffer impacts for an aerial sanitary
sewer crossing. This sanitary sewer crossing is a City of Raleigh public sewer requirement to convey sewer from the north side of the site to a
proposed pump station. Other gravity sewer alternatives were considered, however the environmental impacts were substantially greater given the
distance to existing sewer systems. The 30-40 ft width of the riparian buffer impacts is a City of Raleigh public utility requirement for maintenance for
the pipe. The pipe will be an aerial crossing approximately 4 ft above the bottom of stream and thus will avoid temporary stream impacts. The wetland
impact is a result of the riprap within the stream banks being required by the City of Raleigh to minimize erosive conditions at the piers. Impact Areas
F2 & F3 are proposed permanent and temporary stream, permanent wetland and riparian buffer impacts for a road widening on Old Milburnie Road.
This road widening is a City of Raleigh transportation requirement to comply with site access and the future roadway section for Old Milburnie Road.
Concrete endwalls have been used at the end of the box culvert to minimize the length of stream impacts. Also, the undersized 24" culvert will be
replaced to improve the existing flooding and provide for aquatic life passage. To minimize erosion conditions at the upstream end of the Culvert #3
crossing and to reduce flow velocities, a plunge pool has been provided. Impact Area G1 is proposed permanent and temporary stream, permanent
and temporary wetland and riparian buffer impacts for a road crossing. This road crossing is a City of Raleigh street connectivity requirement. The
proposed location was selected in an area where the existing grades would allowthe design to meet the City of Raleigh street standards. Precast
headwalls have been used instead of Flared End Sections at the end of pipes to minimize stream and riparian buffer impacts. Also, the culvert will be
buried 0.5' below the stream channel to provide for aquatic life passage. Impact Area 11 is proposed permanent wetland and riparian buffer impacts for
an aerial sanitary sewer crossing. This sanitary sewer crossing is a City of Raleigh public sewer requirement to connect sewer to an existing sanitary
sewer outfall on the south side of the stream that bounds the property. The 30-40 ft width of the riparian buffer impacts is a City of Raleigh public utility
requirement for maintenance for the pipe. The pipe will be an aerial crossing approximately 4 ft above the bottom of stream and thus will avoid
temporary stream impacts. The wetland impact is a result of the riprap within the stream banks being required by the City of Raleigh to minimize
erosive conditions at the piers. Impact Area A is a proposed permanent and temporary stream impact necessary for a retaining wall. The retaining
well was proposed to avoid stream impacts to feature S2 and to minimize stream impacts to feature S1. Minimal fill is required on the backside of the
retaining wall to minimize the height of the retaining wall which is currently 18 ft. tall. To avoid the permanent stream impacts, the retaining well would
have to be approximately 30 ft. tall and would start to impede close to the building footprint with tiebacks. All temporary wetland impacts will be brought
back to pre -construction contours and revegetated with a wetland seed mix All temporary stream impacts will be brought back to pre -construction
stream bed elevations and the stream banks will be stabilized.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The project will require an approved Erosion & Sediment Control Plan, reviewed and approved by the City of Raleigh. Typical measures such as silt
fence, riprap outfalls, tree protection fencing, sediment basins will be required for this project. At stream crossings, either a pump around or coffer
dams will be utilized to dewater the streams before construction activities take place within the stream beds.
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?
O Yes 6 No
2c. If yes, mitigation is required by (check all that apply):
❑ DWR ® Corps
2d. If yes, which mitigation option(s) will be used for this project?
m Mitigation bank ® Payment to in -lieu fee ❑ Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:

EBX Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically from the
Hannah Bridge Site;
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland 0.60
Attach Receipt and/or letter
Neu -Con SOA - Howell Bridge - 540 West.pdf
3c. Comments
Permanent wetland impacts = 0.30; 0.30 @ 2:1 mitigation ratio = 0.60 acres
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
O Yes d No
4b. Stream mitigation requested:
(linear feet)
530
4d. Buffer mitigation requested (DWR only):
(square feet)
4f. Non -riparian wetland mitigation requested:
(acres)
181.73KB
4c. If using stream mitigation, what is the stream temperature:
warm
4e. Riparian wetland mitigation requested:
(acres)
4g. Coastal (tidal) wetland mitigation requested:
(acres)
4h. Comments
Perennial -Permanent loss stream impacts = 265; 265 @ 2:1 mitigation ratio = 530 linear feet
F. Stormwater Management and Diffuse Flow Plan (required by DWR) tJ
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
O Yes 6 No
What type of SCM are you providing?
❑ Level Spreader
❑ Vegetated Conveyance (lower SFIWT)
❑ Wetland Swale (higher SHWT)
m Other SCM that removes minimum 30% nitrogen
❑ Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
PLT17020-POST-DA.pdf 1.47MB
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
O Yes O No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
d Yes O No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
O Yes d No
2d. Which of the following stormwater management program(s) apply:
V Local Government ❑ State
Local Government Stormwater Programs
m Phase II ® NSW ❑ USMP ❑ Water Supply
Please identifywhich local government stormwater program you are using.
City of Raleigh
Comments:
Six (6) wet detention ponds are proposed in accordance with City of Raleigh stormwater requirements.
G. Supplementary Information U
1. Environmental Documentation

1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
O Yes 6 No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H.0500), Isolated Wetland Rules (15A NCAC 2H.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
O Yes O No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
O Yes d No
3b. If you answered "no," provide a short narrative description.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs" document
prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that many private developments are unlikely to cause
cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural
and silvicultural operations. The 540 West project is a residential development. Additionally, the project is located within the City of Raleigh jurisdiction,
therefore the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1) the Neuse
River Basin Riparian Buffer Protection regulations, these regulations require limited development within the riparian buffer area, in addition to "diffuse
flow' requirements and could require Best Management Practices that control nitrogen if diffuse flowcannot be achieved; 2) the Phase II NPDES
Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post -
construction stormwater management requirements. We anticipate that the DWR will advise us if any additional information is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
O Yes O No O WA
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Per the project engineer: A public Sewer Pump Station and gravity sewer outfall will be constructed on-site to convey sewer from the site to the City of
Raleigh's municipal sewage collection and treatment system. The City of Raleigh has confirmed adequate capacity is available.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
O Yes d No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
O Yes d No
5d. Is another Federal agency involved?*
O Yes d No O Unknown
5e. Is this a DOT project located within Division's 1-8?
O Yes O No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
O Yes O No
5g. Does this project involve bridge maintenance or removal?
O Yes O No
5h. Does this project involve the construction/installation of a wind turbine(s)?"
O Yes d No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
O Yes O No
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
North Carolina Natural Heritage Program Data E)plorer Search [November 26, 2018]. Department of Environment and Natural Resources, Office of
Land and Water Stewardship, Raleigh, NC. hftp://wAw.ncnhp.org/
The details of the percussive activity, purpose, duration and specific location(s) have not been determined to date.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
O Yes O No

6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No Essential
Fish Habitat was identified near the project.
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 status?*
O Yes d No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC State Historic Preservation Office HPOWEB GIS Service Interactive Map was referenced on November 26, 2018; no historic listings, study
listings or study list entries, or determined eligible listings were identified within the property boundaries.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
0 Yes O No
8c. What source(s) did you use to make the floodplain determination?*
The NC Flood Risk Information System Floodplain Mapping Program and confirmation from the project engineer.
Miscellaneous
Comments
Miscellaneous attachments not previously requested
Signature
*
G? By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Deborah E. Shirley
Signature
dJ6PLG a S. a
Date
4/4/2019

Environmental Consultants,
\(l 2761.5 • Phone: [phone]
Sandec.coin
PROPERTY OWNER CERTIFICATION 1 AGENT AUTHORIZATION
Project Name/Description: 540 West S&EC Project # 13240
Date: b s t r
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: James Lastinger Field Office: Raleigh Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the property herein described
for the purpose of conducting on-site investigations and issuing a determination associated with Waters of
the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899. This document also authorizes S&EC, as my agent, to act on my behalf
and take all actions necessary for the processing, issuance and acceptance of a permit or certification and
any and all associated standard and special conditions. This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 1745115311, 1 745210404, 1745213556, 1744291751, 1745101172,
Site Address: Old Mllburnie Road & Old Barbee Lane
City, County, State: Raleigh, NC 27604
PROPERTY OWNER INFORMATION:
Name: Pulte Home Comr)anv. LLC
Mailing Address: 1225 Crescent Green Dr., Suite 250, Cary, NC 27518
Telephone Number: 117 - bl'& — % i U o
Email:
Property Owner (please p A t) I Date
Property Owner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge,

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax; [phone]
sandec.com
PROPERTY OWNER CERTIFICATION 1 AGENT AUTHORIZATION
Project Name/Description: 540 West
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
S&EC Project # 13240
Attn: Tasha Alexander Field Office: Raleigh Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the property herein described
for the purpose of conducting on-site investigations and issuing a determination associated with Waters of
the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899. This document also authorizes S&EC, as my agent, to act on my behalf
and take all actions necessary for the processing, issuance and acceptance of a permit or certification and
any and all associated standard and special conditions. This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 1744-08-1979
Site Address: 151201d Milburnie Road
City, County, State: Raleigh NC 27604
PROPERTY OWNER INFORMATION:
Name: MCA Family Farm LLC
Mailing Address:
Telephone Number:
Property Owner (p ase put) Date/
Property Owner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Environmental Consultants,
NC 27615 • Phone: ()19) 846-59(1()
sandec.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: 540 West S&EC Project # 13240
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Tasha Alexander Field Office: Raleigh Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the property herein described
for the purpose of conducting on-site investigations and issuing a determination associated with Waters of
the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899. This document also authorizes S&EC, as my agent, to act on my behalf
and take all actions necessary for the processing, issuance and acceptance of a permit or certification and
any and all associated standard and special conditions. This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 1735-90-3287 1735-90-8493
Site Address: 1521 & 1617 Old Milburnie Rd
City, County, State: Raleigh NC 27604
PROPERTY OWNER INFORMATION:
Name: Adcock Trust
Mailing Address: ✓
Telephone Number:
Owner (pleyfse prim
Property
1115�11
i -
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
TIM BAUMGARTNER
Director
Chris Raughley
Pulte Home Company, LLC
1225 Crescent Green Drive, Suite 250
Cary, NC 27518
fA&:
NORTH CAROLINA
Environmental Quality
April 3, 2019
Expiration of Acceptance: 10/3/2019
Project: 540 West County: Wake
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location
(8 -digit HUC
Neuse 03020201
Impact Type
Impact Quantity
548
Warm Stream
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 0213 .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
cc: Debbie E. Shirley, agent
Q E
Sincerely,
Ja s. Stanfill
Asse anagement Supervisor
North Carolina Department of Environmental QuL":, I Dig;
217 W. Jones Street 1 1652 Mail Service Center I Ralelgh,l,
919.707.8976

Water Resources',
E!IYlRq)iMTNTAL OUA,LJTY
r
August 2, 2017
Steven Ball
S&EC
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
P,aY. COOPER
MICHAEL-.: RE,GAN,
S. JAY Z.1MMERMAN,
Subject: Surface Water Determination Letter
NBRRO# 17-240
Wake Countv
Determination Type:
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 2B .0233)
Start@
❑ Tar -Pamlico (15A NCAC 2B.0259)
❑ Ephemeral/Intermittent/Perennial Determination
USGS
To o
❑ Isolated Wetland Determination
❑Jordan (15A NCAC 2B .0267)
Project Name: Old Milburnie Assemblage
Location/Directions: The projected area is located at 1700 Old Milburnie Road in Wake County
Subject Stream: UTs to Beaverdam Creek/Milburnie Creek
Determination Date: 8/2/2017
Staff: Cheng Zhang
Stream
E/I/P*
Not Subject to
Buffers
Subject to
Buffers
Start@
:Stop@
Soil
Survey
USGS
To o
A
P
X
X
X
B
**
X
X
C
**
X
X
D1
I
X
DWR Rag
Pond 1
X
Pond 1
X
X
X
D2
I
X
Pond 1 dam,
X
X
E
I
X
DWR flag
X
F
I
X
DWR flag
X
G
E
X
X
H1
I
X
DWR Rag
DWR flag
X
H2
I
X
DWR flag
Pond 2
X
Pond 2
X
X
H3
I
X
Pond 2 dam
X
X
I
**
X
X
J
E
X
X
*EIIIP = Ephemera!/Intermittent/Perennial
** Not present
Division of Water Resources, .Raleigh Regional Office, Water Quality Operations Section http://deq.nc.gov/about/divisions/water-resources
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone] .
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Old Milburnie Assemblage
Wake County
8/2/2017
Page 2 of 2
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing If sending via US Postal Service c/o Karen Higgins DWR — 401 &
Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617. If sending via delivery service (UPS, FedEx,
etc.) Karen Higgins DWR — 401 & Buffer Permitting Unit, 512 N. Salisbury Street Raleigh, NC 27604
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner/future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regardin this determination, please feel free to contact Cheng Zhang at [phone].
Si cer y,
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy

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Project Number: Map Title: N
13240.W1 0 1,000 2,000
Project Manager: Figure 2- Soil Survey Map I i i i I i i i
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Scale: 1 1000' Wake County, NC )k -
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Date: Source: Wake County Soil & Environinental Consultants, PA
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Project Number: Map Title: N
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Project Manager: Figure 1- USGS Map I i i i I i i i I
SB Old Barbee Lane Feet
Scale: 1 IV = 1000' Wake County, NC
Date:
Source: NC USGS Soil & Environmental Consultants, PA
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FILENAME: PLT17020-POST
CHECKED BY: KEG
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SCALE: 1 "=200'
DATE: 05-17-18
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PIN: 1744177680 / `��TVdk \ �7 �9 183 OLD MILBURNIE ROAD
DB. 13123, PG. 1344 / I A V - �� / / I AMSEY, GRACE D
MB. 2008, PG. 1054 N/F / / I I \ I (� /\ 1 i I 1 I I PIN: 1745117750
I 1760 PIERCE DAIRY ROAD I - 73 \ 92 - I 95 13 - _ �I _ _ / I I B. 112855, PG. 2144
ZONING: NMX
VACANT �A V �') / _ �i \ / I
WOOD, NANCY JEAN RESTER / / I z \ '.'.'.'.
PIN: 1744281121 / N 1 9 ...... / i i i - 1 I NING: R-4
DB. 6461, PG. 170 / A / A I / 1 7 1 / I U�:� �SDEI�TIAL < 10 ACRES
72 93 94 114 1
MB. 1995, PG. 3113 / .. � I I - - � � \�� / � .� -
ZONING: GR8 (KNIGHTDALE) / / $� W 9 I
1 1 �A v III I / /v//10,
USE: FORESTRY '7
G
T \ P SS VE c I D /p
� 861 J�
/ IMPACT I 0 i 130 3Q 1304130 I 1 3 1 1 01 99 60 5 58 57 5 54 53 5 5
1V 1 I .�
AREA B» v v 85 \ - - -- - - - v Ir.3 I
\ �j -- 8 I 2911 1 41 9 1961 9 I 9 4 4 4 I I I I 1 50 Ey 17 14� 11 'f
/ ® / -
I
1 179 7€3 7 76
\ I L-- -� -- - 1_-
Imo- ., • �_ I I � .....JY` r1_i � •�
11- - - Cip,
■
CARDINALROAD
IMPACT AREA SUMMARY
IMPACT
AREA
PERMANENT
WETLAND
TEMPORARY
WETLAND
ZONE 1
ZONE 2
ROAD ZONE 1
ROAD ZONE 2
PERMANENT STREAM
PERMANENT -NO
PERMANENT LOSS
STREAM
TEMPORARY STREAM
SF
ACRES
SF
ACRES
SF
ACRES
SF
ACRES
SF
ACRES
SF
ACRES
SF
ACRES
LF
SF
ACRES
LF
SF
ACRES
LF
A
9582
0.22
126
0.00
B
373
0.01
443
0.01
C
387
0.01
308
0.01
D
432
0.01
263
0.01
8932
0.21
4802
0.11
305
0.01
113
97
0.00
52
63
0.00
27
E
25
0.00
2655
0.06
2456
0.06
F
120
0.00
586
0.01
360
0.01
4013
0.09
2447
0.06
57
0.00
31
56
0.00
37
45
0.00
35
G
2095
0.05
477
0.01
7465
0.17
4507
0.10
445
0.01
100
77
0.00
17
65
0.00
16
N
427
0.01
1 282
0.01
1
1262
0.03
2950
0.07
1829
0.04
J
I
1
1
42
0.00
21
12
0.00
6
TOTALS
13084
0.30
603
0.01
7810
0.18
5941
0.14
20410
0.47
11756
0.27
849
0.02
265
230
0.01
106
185
0.00
84
it 1
CWR PARTNERS WES LLC
••••
MB. 2008, PG. 1282 1804 WALL HILL ROAD j 1804 WALL HILL ROAD
ZONING: GR8 (KNIGHTDALE) HESTER, ROCKEY A III HESTER, ROCKEY A III
USE: VACANT PIN: 1744291958 PIN: 1745213075
DB. 1786, PG. 384 DB. 13288, PG. 7940
ZONING: R-4 MB. 1968, PG. 198
USE: FORESTRY ZONING: R-4
IMPACT USE: RESIDENTIAL < 10 ACRES
AREA "J"
IMPACT -JAREA "G"
NC GRID (NAD 83)
GRAPHIC SCALE
150 0 75 150 300
1 inch = 150 ft.
- 111 1
II II IIS I
l/%,!
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO. PLT -17020
FILENAME: PLT17020-E1
CHECKED BY:
DRAWN BY: LAW
SCALE: 1 "-150'
DATE: 10-12-18
SHEET N0.
E-1
�� MCADAMS

W16
IMPACT "A1" TEMPORARY
WETLAND IMPACT AREA
(CONSTRUCTION) = 126 SF
IMPACT "Al" PERMANENT
WETLAND IMPACT AREA
(ROAD FILL) = 2,049 SF
RETAINING WALL
(DESIGN BY OTHERS)
AREA "A" - CROSS SECTION
0
_ o
I\
I
I
IMPACT "A2" PERMANEN
WETLAND IMPACT AREA
(LOT FILL) = 7,533 SF
I
I 1 �
I C I
-------------------
L
PROJECT NO. PLT -17020
FILENAME: PLT17020-E1
SCALE: 1 „=40'
N
DATE: 11-29-2018
10+00 11+00 11+50
I
)E
)F
)E
GRAPHIC SCALE
40 0 20 40 80
NC CTD (NAD 83)
1 inch = 40 ft.
540 WEST
(FORMERLY MILBURNIE CREEK SUBDIVISION)
WETLANDS AND STREAM BUFFERS IMPACT EXHIBIT - AREA "A"
!!J 1iIL JOHN R . INC. tS
COMPANY, INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
919.361,5000,McAdan'$Co.com
MCADAMS

246
IMPACT "B1" ZONE 2 BUFFER
IMPACT AREA = 443 SF
(VELOCITY DISSIPATER)
i
250
IMPACT "B1" ZONE 1 BUFFER
IMPACT AREA = 373 SF
(VELOCITY DISSIPATER)
\ \-, \ \ \ \
0
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
NC =MD 83)
GRAPHIC SCALE
0 0 20 40
I inch = 40 ft.
PROJECT NO. PLT -17020
L 540 WEST IJ
�� FILENAME: =JOHN COMPANY. cA AM
� PLT17020—E1
SCALE: (FORMERLY MILBURNIE CREEK SUBDIVISION) Durh m,N"Parkway 713
a 1 "=40'
License No.: C-0293
WETLANDS AND STREAM BUFFERS IMPACT EXHIBIT - AREA "B„ sL9. ssi. s000•Mena�,8co.eom
N DATE: 11-29-2018 MCADAMS i

ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
STREAM G
IMPACT "Cl" ZONE 2 BUFFER IMPACT "Cl" ZONE 1 BUFFER
IMPACT AREA = 308 SF IMPACT AREA = 387 SF
(VELOCITY DISSIPATER) (VELOCITY DISSIPATER)
%/IbI
//� // � , � / — \✓yl
W8
I / + 224
/ / I I
Ys /1
230
?s \� ✓ �_
/ PUBLIC STORM Iw
DRAINAGE EASEMENT
I I
I 242 \\\� \\ \\ \\\ \ SRO \ �\ � I \V
NC =MD 83)
GRAPHIC SCALE
0 0 20 40
I inch = 40 ft.
PROJECT NO. PLT -17020
L 540 WEST IJ
�� FILENAME: =JOHN PIY. cA AM
� PLT17020—E1
SCALE: (FORMERLY MILBURNIE CREEK SUBDIVISION) Duch m,N"Parkway 713
a 1 "=40'
License No.: C-0293
WETLANDS AND STREAM BUFFERS IMPACT EXHIBIT - AREA "C„ sL9. ssi. s000•Mena�,8co.eom
N DATE: 11-29-2018 MCADAMS i

OLD
ROW
IfAD \CULVERT #4 \ �\
°
(2)-1.34 LF 42" RCDP
BEDDED U/S INV =204.0
( X. GROIiNQ�20 .40) \ \ \ A
BEDDED 'D/,5 INV. =206.46 \ \
EX. GROUND = 04.36) \ \
ZONE 1 BUFFER IMPACT
(ROAD IMPACT)
ZONE 2 BUFFER IMPACT
(ROAD IMPACT)
50
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
000000000000000013
00000000000PERMANENT STREAM
vvvvvvvvvvvvvvvvvvvvvvvv
vvvvvvvvvvvvvvvvvvvvvvvv
vvvvvvvvvvvvvvvvvvvvvvvv IMPACT
vvvvvvvvvvvvvvvvvvvvvvvv
OOOOOOOOOOOnnnn�nnnnnn00
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PERMANENT—NO PERMANENT
000000000000000000000000
OOVOOnnnnnnnnnn�000�00vv LOSS IMPACT (DISSIPATER)
_ _ 000000000000000000000000
�✓ / �— � aaa aaa.a a.�aa.�aa
TEMPORARY STREAM
.�eaeeeaeae�e�eae�e�eae.��.aa��a�a�a�.
IMPACT
PERMANENT—NO PERMANENT LOSS IMPACT
°y oy \��2 "D3" STREAM "F" (DISSIPATER PAD)
AREA = 36 SF & 18 LF
�(x GE OF (NOTE: TOP OF RIP—RAP PLACED FLUSH WITH
n PA Md NT STREAM BED)
IMPACT "D3" STREAM "F"
,\ IMPACT AREA = 21 SF
10 LF
IMPACT "D3" ZONE 1 BUFFER
IMPACT AREA = 1,464 SF
(ROAD FILL)
IMPACT "D3" ZONE 2 BUFFER
IMPACT AREA = 897 SF
(ROAD FILL)
IMPACT "D2" ZONE 1 BUFFER
\ 1�
STP/�D_ IMPACT AREA = 7,468 SF
(ROAD FILL)
/ \V
_____S IAM F � MPORARY OACT D1" STREAM T"-
/ IMPACT AREA 63 SF & 27 LF
�,A D/ 1
07/,,222 i I
N
'—IMPACT "D1" ZONE 2 BUFFER IMPACT AREA
(VELOCITY DISSIPATER)= 263 SF
IMPACT "D1" ZONE 1
BUFFER IMPACT AREA
(VELOCITY DISSIPATER)
= 432 SF
PUBLIC STORM
DRAINAGE
EASEMENT
220
210
200
IMPACT D2 ZONE 2 BUFFER
IMPACT AREA = 3,905 SF
(ROAD FILL)
— IMPACT "D2" STREAM "F"
& IMPACT LF AREA = 284 SF
PERMANENT—NO PERMANENT LOSS IMPACT
"D2" STREAM "F" (DISSIPATER PAD)
AREA = 61 SF & 34 LF
(NOTE: TOP OF RIP—RAP PLACED FLUSH WITH
/ STREAM BED)
0
o I
w
I z
m
J
0
J
FINI HED �
I
AREA 61. -
FILL FIL
EXISTING
\ CONCRE E
.i 2) 4
" CP
CLA S I RIP AP =
32' X 8" -HICK m
VAR ABL WI H
XIST NG RIP—RAP
HAN14
220
210
200
9+50 10+00 11+00 12+00 12+50
GRAPHIC SCALE
40 0 20 40
I I I I
NC GRID (NAD 83)
� 1 inch - 40 ft. JOHN & 0
X: Pro'ects PLT PLT -17020 Land Construction Drawin s Current Drawin s PLT17020—IM1.dw 4/3/2019 2:45:14 PM, S auldin ,Luke
PROJECT N0. PLT -17020
L 540 WEST IJ
FILENAME: 'll%INCObIPAP1Y, IN��C�S
� PLT17020-E1
d SCALE: (FORMERLY MILBURNIE CREEK SUBDIVISION) Elurh m5 N Parkway 713
a 1 "=40'
License No.: C-0293
WETLANDS AND STREAM BUFFERS IMPACT EXHIBIT -AREA "D„ 919. ssi. 5N0•Menl
a",ACo.eom
DATE: 11-29-2018
y
MCADAMS
EL
220
210
200
9+50 10+00 11+00 12+00 12+50
GRAPHIC SCALE
40 0 20 40
I I I I
NC GRID (NAD 83)
� 1 inch - 40 ft. JOHN & 0
X: Pro'ects PLT PLT -17020 Land Construction Drawin s Current Drawin s PLT17020—IM1.dw 4/3/2019 2:45:14 PM, S auldin ,Luke
PROJECT N0. PLT -17020
L 540 WEST IJ
FILENAME: 'll%INCObIPAP1Y, IN��C�S
� PLT17020-E1
d SCALE: (FORMERLY MILBURNIE CREEK SUBDIVISION) Elurh m5 N Parkway 713
a 1 "=40'
License No.: C-0293
WETLANDS AND STREAM BUFFERS IMPACT EXHIBIT -AREA "D„ 919. ssi. 5N0•Menl
a",ACo.eom
DATE: 11-29-2018
y
MCADAMS

'03040401 So So 00 00 00 0 0 0 0 opol WETLAND IMPACT \\\\\\\\\\\\\\\\\\\\\\\\\ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
/ �� / \X
W9 / z \�
30' CIT OF /
/ RALEIG SANITY / / / // /W10
SEWeR E SE� ENT
// AERIAL PIPExo
o
/ CR/OSSING OOTING/
(�YP.I //
IMPACT "E1" PERMANENT N_
WETLAND IMPACT AREA / / / / o� / / _ _ / z \ �
25 SF / / / / / �/ o/ / / / / / ^ \ / m \ v-
198 N
'LD
IMPACT "E1" ZONE 2 BUFFER
0
r
tQ
J// ��-�����-�Tl
X 02�
00 40' CITY OF,
2 RALEICF�ANGRY / STRRIE H /
SEWER EASFVMENk
202 ///
6
i/ ay
io,/dl \ \
IMPACT AREA = 2,456 SF L IMPACT "E1" ZONE 1 BUFFER
IMPACT AREA = 2,655 SF
AREA "E" - CROSS SECTION
210
EXISTING
CL GRAD
■
200
195
210
H-205)
PLAIN
1==M_ MMI
200
WITH
ZAP
ALL
PER
195
_ —
NC GRID (NAD 83)
11+50
12+00 13+00 13+50
GRAPHIC
SCALE
40
0 20
40
1 inch =
40 ft. 00
X: Pro'ects PLT PLT -17020 Land Construction
Drawin s Current Drawin s PLT17020—IM1.dw , 4/l/2019 3:10:33 PM, S ouldin ,Luke
S
MH 203, STA 12 01.03
L
PROJECT NO. PLT -17020
540 WEST
I IJ
SS H-204. STA 13+63.0
FILENAME:
�
PLT17020-E1
RI =20 .87, (4' DIA)
IY,
d
(FORMERLY MILBURNIE CREEK SUBDVSION)
/
Meridian
Dh m," 7131=40'
a
F RALEIGA DETAIL S-12
License No.: C-0293
919.361.8000• McAdamsCo.com
DATE: 11-29-2018
N
WETLANDS AND STREAM BUFFERS IMPACT EXHIBIT - AREA "E"
MCADAMS
i
102.0 LF 8" DIP S
INV I =20
.55 (SS
FLOOD
25 YEAR
NEW -
_ — ELEV.
1
= 202
N
r
A
0\
--LINE EMBA
IV NT
o �
N o
(BOTH SID
S)
� II
o z
CO CRETE
PIE S
K z45'
MA PAN BE BU IED
3' WN
B
TTO
0 CASING
0 SREM
210
H-205)
PLAIN
1==M_ MMI
200
WITH
ZAP
ALL
PER
195
_ —
NC GRID (NAD 83)
11+50
12+00 13+00 13+50
GRAPHIC
SCALE
40
0 20
40
1 inch =
40 ft. 00
X: Pro'ects PLT PLT -17020 Land Construction
Drawin s Current Drawin s PLT17020—IM1.dw , 4/l/2019 3:10:33 PM, S ouldin ,Luke
L
PROJECT NO. PLT -17020
540 WEST
I IJ
=JOHN cA AMS
FILENAME:
�
PLT17020-E1
IY,
d
(FORMERLY MILBURNIE CREEK SUBDVSION)
Meridian
Dh m," 7131=40'
a
License No.: C-0293
919.361.8000• McAdamsCo.com
DATE: 11-29-2018
N
WETLANDS AND STREAM BUFFERS IMPACT EXHIBIT - AREA "E"
MCADAMS
i

PERMANENT -NO PERMANENT LOSS IMPACT "F3" STREAM (DISSIPATER PAD)
AREA = 26 SF & 13 LF
(NOTE: TOP OF RIP -RAP PLACED FLUSH WITH STREAM BED)
IMPACT "F3" STREAM IMPACT
AREA = 6 SF
& 3 LF
IMPACT "F3" ZONE 2 BUFFER
IMPACT AREA = 652 SF
(ROAD FILL)
_ CULVERT #3
42"x96% BOX CULVERT-, \
U/S INV. =1899.6\
J (E"ROUND =190.37)
J J EMBEDI)Ea-D/S INV. =189.27
(EX. GrU D-=0189.97)
OLD
/ R" \ \
MPACT"F� ZONE 2 BUFFER
MPACT AREA = 1,795 SIF
,ROADFl LL) IMPACT "F2" IWETLAND "G" \
WIRLACT AREP = 120 SF
(ROAD FILILT I —
o \ \.
STREAM H -- 6
W10
200
AREA 'IF" - CROSS SECTION
200
185
L
PROJECT NO. PLT -17020
YFILENAME:
PLT17020—E1
SCALE:
1"=40'
d
�
DATE: 11-29-2018
W
■■■■■■■■■■■■1
■■■■■■■■■■■■1
■■■■■■■■■■■■1
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■!S■l�1��
: 7■1�■I■1
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O�■■�
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■I■■[iii■�fi■�
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it■1
■1.\S
AOL
IE■■■
■■1
■1;�1■
■■11■■i�■
■r'■1
■1!i■■■1■■■
>I
■1■■■■m■■■■■■1
200
190
185
IMPACT TY ZONE 1 BUFFER
IMPACT AREA = 965 SF
(ROAD FILL)
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
PERMANENT STREAM
IMPACT
PERMANENT -NO PERMANENT
LOSS IMPACT (DISSIPATER)
TEMPORARY STREAM
IMPACT
ZONE 1 BUFFER IMPACT
(ROAD IMPACT)
ZONE 2 BUFFER IMPACT
(ROAD IMPACT)
WETLAND IMPACT
(ROAD FILL)
IMPACT "F2" STREAM IMPACT
AREA = 51 SF
& 28 LF
IMPACT "F2" ZONE 1 BUFFER
IMPACT AREA = 3,048 SF
(ROAD FILL)
PERMANENT -NO PERMANENT LOSS IMPACT
"F2" STREAM (DISSIPATER PAD)
AREA = 30 SF & 24 LF
(NOTE: TOP OF RIP -RAP PLACED FLUSH WITH
STREAM BED)
TEMPORARY IMPACT "F2" STREAM
IMPACT AREA = 45 SF & 35 LF
IMPACT "F1" ZONE 1 BUFFER
IMPACT AREA = 586 SF
(VELOCITY DISSIPATER)
IMPACT "F1" ZONE 2 BUFFER
IMPACT AREA = 360 SF
(VELOCITY DISSIPATER)
NC CRID (NAD 83)
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
540 WEST
(FORMERLY MILBURNIE CREEK SUBDIVISION)
WETLANDS AND STREAM BUFFERS IMPACT EXHIBIT - AREA "F"
1iiE JOHN R S
coMpnNr. INC. nvc.
2905 Meridian Parkway
Durham. North Carolina 27713
License No.: C-0293
MCADAMS 919.361.5000"M0,damsCo.=n
00

PLUNGE POOL CLASS B
PERMANENT—NO PERMANENT —
LOSS IMPACT "G1" STREAM "H"
(DISSIPATER PAD)
AREA = 77 SF & 17 LF
(NOTE: TOP OF RIP—RAP
PLACED FLUSH WITH EXISTING
GRADE/STREAM BED)
-611--
IMPACT "G1" TEMPORARY—
WETLAND IMPACT AREA
(CONSTRUCTION) = 398 SF
u\
IMPACT "G1" STREAM "H"
IMPACT AREA = 445 SF &
100 LF
IMPACT "G1" TEMPORARY
WETLAND IMPACT AREA //
(CONSTRUCTION) = 79 SIF
STREAMH
240
RETAINING —
WALL (DESIGN
BY OTHERS)
230
TOP OF
PRECAST WALL
(TYP. )
220
215
AREA "G" - CROSS SECTION
10+00
L
PROJECT NO. PLT -17020
FILENAME: PLT17020–E1
1
SCALE: 1 „=40'
1p
DATE:
11-29-2018
Q
Q
z
�
I
5"
CP
"T"<
M
Co
–
j
/
AREA
ril-L
OF
RETAINING
ALL
Y OTHERS)
(DESIGN
/
EXISTING
42"
RCPPLU
42"
TOP
PRECAST
(TY
OF
•)
CLAS
15.31
THI
WALL
GE POO
X
K
RIP
14'
AP
X
12"
CL
GRADE
10+00
L
PROJECT NO. PLT -17020
FILENAME: PLT17020–E1
1
SCALE: 1 „=40'
1p
DATE:
11-29-2018
11+00
IMPACT "G1" WETLAND "G"
IMPACT AREA = 2,095 SF
(ROAD FILL)
IMPACT "G1" ZONE 1 BUFFER
IMPACT AREA = 7,465 SF
(ROAD FILL)
IMPACT "G1" ZONE 2 BUFFER
IMPACT AREA = 4,507 SF
(ROAD FILL)
ZONE 1 BUFFER IMPACT
(ROAD FILL)
ZONE 2 BUFFER IMPACT
(ROAD FILL)
WETLAND IMPACT
(ROAD FILL)
TEMPORARY WETLAND
IMPACT (CONSTRUCTION)
PERMANENT STREAM
IMPACT
PERMANENT–NO
PERMANENT LOSS
STREAM IMPACT
TEMPORARY STREAM
IMPACT
- LUNA WAY
(59' PUBLIC R/W)
TEMPORARY IMPACT "G1" STREAM
IMPACT AREA = 65 SF & 16 LF
240
230
220
NC =MD 83)
215
GRAPHIC SCALE
d 0 0 20 40 80
12+00
1 inch = 40 ft.
540 WEST
(FORMERLY MILBURNIE CREEK SUBDIVISION)
WETLANDS AND STREAM BUFFERS IMPACT EXHIBIT - AREA "G"
=JOHN R
COMPANY,. INC. INC.tS
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
S 919.361,5000,McAdan' ,com
MCADAM

a
_CN
w
IMPACT "H1" ZONE 1 BUFFER
IMPACT AREA = 427 SF
(VELOCITY DISSIPATER)
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
—STREAM
I \
A
W1
IMPACT "H1" ZONE 2 BUFFER
IMPACT AREA = 282 SF
(VELOCITY DISSIPATER)
0
Z
0
a
U
GRAPHIC SCALE 2
40 0 20 40 80
I I I I I
I inch = 40 ft
n: rroeccs —I ru–I/— rano –
L
PROJECT NO. PLT -17020
540 WEST
(FORMERLY MILBURNIE CREEK SUBDIVISION)
WETLANDS AND STREAM BUFFERS IMPACT EXHIBIT - AREA "H”
IJ
WADAMS
JOHN &
�bIcADAMS
�SgpAj](, IN
Durham, Parkway 713
License No.: C-0293
919'ss�.5000•M�aamBCo.eom
9
d
W
FILENAME:
PLT17020—E1
SCALE: 1„_40.
DATE: 11-29-2018

.............................
:............................WETLAND IMPACT
• OF
R .R •
��.SEWER E-A-SEIVENT
.
�MPACT PERMANENT
I.0 WETLAND IMPACT AREA
1,262 -SF
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DATE' 11-29-2018
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540 WEST
(FORMERLY MILBURNIE CREEK SUBDIVISION)
WETLANDS AND STREAM BUFFERS IMPACT EXHIBIT - AREA "J"
'� 1fIL JOHN R L,rC
COMPANY. INC. INC.
2905 Meridian Parkway
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License No.: C-0293
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\ � '/, ASPHALT
•I DRIVE 24" RCP
\V A �11 BURIED
I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
/ RECORDED IN BOOK 14613, PAGE 2043 AND PLAT BOOK 1968, PAGE
/ 198 ); THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN
FROM INFORMATION IN PLAT BOOK , PAGE ; THAT THE RATIO
OF PRECISION OR POSITIONAL ACCURACY IS 1:65.860+; AND THAT THIS
N/F \ 30 r1 MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR
LEGEND ALGA D. JONES AND WIFE, GRAVEL VI \ -1( / LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600)."
MARGARET P. JONES I DRIVE/ � 24" RCP
D.B. 2580, PG. 433 / / (1 `\ ELEV.: 242.18' NC GRID (NAD 83)(2011) THIS DAY OF 2019.
QQ EXISTING IRON PIPE o �1at" /
P.I.N.: 1734.02-98-6440 / GRAVEL / / `, �\ ' �� N/F
® IRON PIPE SET = ) / Q 1= / ` ISfiNG ra �� e `- AMOS V. ADCOCK REVOCABLE TRUST 5•
/ / Z \ tM I _ AMOS V. ADCOCK, TRUSTEE AND / JAM A M N I NAL ND SURVEYOR
CALCULATED POINT �o`O^� �'M t / Q= -^ I/ /i ) j f I ,/ _ �� SI,_ CONCRETE
I v \ �'� IMOGENE M. ADCOCK REVOCABLE TRUST
BORE HOLE �Co � ^ / / Q o =J °) // I 1 m wy DRIVE IMOGENE M. ADCOCK, TRSUTEE
2 0• r\ J l / 1-1 \
c� rn \ V tv Q j' �,� O "� / / % / 1 \ \- �� I D.B. 8002, PG. 20 I
N F /Qo Q , .< fi ry Q 2�'0• o /P �j\ L / �`\\ I CONCRETE 12" CMP P.I.N.: 1735.04-90-3287 I, JAMES S. ARMSTRONG. CERTIFY THAT THIS PROJECT WAS COMPLETED
SQ SANITARY SEWER MANHOLE / I �9z o�^p / J o / / -- -_ \ $RIVE ji /, ��
MILURNIE FISHING CLUB, / 20 Q^^o / /, _�- eH =\0 Q Q / //o \\5 - . // //// \�� DRIVE GRAVEL ELEV.: 242.41' I UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY
a, ry / \ti /L ///r \ 1
© SANITARY SEWER CLEANOUT INC. 27 �MeF �,' N/^� / Q �,�h"o, /ti`s � �, \ /Z� rt/, / /( r-, � \� ��� DRIVE MADE UNDER MY SUPERVISION; THAT THIS GROUND PERFORMED BY
WV D.B. 2819, PG. 749 4/- rO,\ Q; '5 4- ^ d /'/ J S/r'/ ///\\\\ `\
WATER VALVE I m m , �Z o^'`��! ��^� \ //�� ,/ // \ I ASPHALT MCADAMS) AND AIRBORNE (PERFORMED BY AVIOIMAGE) (INSERT AS
P.I.N.: 1734.02-97-7564 / �� / 4rcip= v ` ✓ �ti5 - \\\ ',/I /°////r///\ \_ iso- DRIVE 12" CMP APPROPRIATE: GROUND, AIRBORNE 0 R SPACEBORNE) SURVEY WAS
WATER METER 2 Q' 2 "�ci Q J/ i \� - % /// 11�/'// \� \\ \ - ) ` 1\� %ELEV.: 232.88' \ PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL TO MEET FEDERAL
® I / - GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY WAS
ry 11 FIRE HYDRANT / Q / / 3 Q �`N / �� _ %�� V!ADCOCK� R\EV C B E Tf�IU S \Ill / �� j \ PERFORMED TO MEET THE REQUIREMENTS FOR A
I \ ///O, - J / ° /V• ADO K,I TRU T E/All�[� J l r 35,0 01 �� TOPOGRAPHIC/PLANT METRIC SURVEY TO THE ACCURACY OF CLASS AA AND
❑T TELEPHONE PEDESTAL -, (\�\\\ \\ \ / - /tip � � ,IM( �E I/M. ADCp EV C6ABL� 1f U$T/ 1 (I'�\1 I �� I I' , •� VERTICAL ACCURACY WHEN APPLICABLE TO THE CLASS A STANDARD, AND
Y -_ � -t,� Ili 11111/;Jju/r��r,l 111 � - / ��. 1 / % IM GENE f� COCK /TR I Q
T TELEPHONE MANHOLE / \ 1 1\\ I 1 1/ ' / ��\� , �� �� �\ '/ / - / ,M. SUT I II \ o ( I T �f / THAT THE ORIGINAL DATA WAS OBTAINED ON APRIL 23, 2018; THAT THE
` \_` �� ���1\\\��`�_�\����� �« < 1 �\ - ,1 ��\\ \ I \ �° \` % / / - / D.B 1$4,0�2'/,G✓ 11 I I SURVEY WAS COMPLETED ON MAY 16, 2018; THAT CONTOURS SHOWN AS
- 0 �„ \ �1� . \ \ , - � 1 N 04' ») /, . , \� -_ / // : 65 // / / / P!LM: r1i7f3�.01 � 8i / / I l 111 I II III \ �` 1 END CRUSHED
/ 04'08,21 - ,'- I / [BROKEN LINES] MAY MEET THE STATED STANDARD; AND ALL
❑Q ELECTRIC BOX EX. SMH 1 < E , --56 .04" (� 7�5 - 61 .9 ;- )�� \� ✓l' ,/.� • - I » r / / I III \\ 1 �1 \ �� �P
-�. I ,,`` *\1 \I \\\\�1 \ 74.95 147 "1 ` L74 N9 ' S " o E' / / I I I I \\I \ �`_ `Q� COORDINATES ARE BASED ON NAD83 (201 11 'NAD 83' AND REALIZATION
RIM: 213.59' ���;� \i`11\\ \\ N\ I a\ \\\\ J� 'r 2 18357 S �' , - - 2\f^ / (N III\\ \ \- GRAVEL
x LIGHT POLE \ �� � 1)�\�1\���1\�i,l\ \\((�1\ 1( `� I I �\ \\-v- - > 2� `- f,, 1 I ) �� \\ `I\ / 211 3� - _ r NII �s �\ \\`�� =\ 1\ I / DRIV 15" CMP (DATE OF ADJUSTMENT OF COORDINATE SYSTEM) OR 'NAD 27' AND ALL
INV. IN: 201.99' `�lr � S � _� 9 6 1 �A \� BURIED / ELEVATIONS ARE BASED ON NAVD88 NGVD 29, NAVD 88, OR OTHER
\ \, ( Il\\ \�\ , \\\\ ,\\�\\� \` 1) �� -� S \ \ \� � C ��� - - ' /13220` _ �„\\\ / 1 ( )
`� POWER POLE INV. OUT: 201.94' \\\\� �,��.\1 \\\ \ \ 1� \\ x\\\ I I I r - \\\ \�\s\ - //A. I \� o \ \ \ /II 11) \ )
�\ ))(1\ \� \� \\\\\\\\\\\1\\\11 I( I / T - _ S ( 1 \ \ \ 2/�,� \ ( ,� -- \ \ r v \ �\ �' I I )(II111 I \\ 42" RCP
\ \\ \ \ \ 1 i -_ - - I ) i \ \ \ \ \ �'`� 1'- 1 1 - \ , 1 r�\\ I 5. JA" S S. ARMS N . DATE
Will CURB INLET \\ ( \ \ \ `\\\ \ \\ \ I / \ \ ( N I / \ o\ �.6 h, III ( \ I ,1111,
1� o\ �\ \\\\ A \\ \\ 11 1 1 I --2ss \ J r / \ \ \` 13ARN� I 1 \ /l /!1'�0 /�� ��- \, � I I \\ /
\\\ \ \ \\ \ \\\\ \ I 1 /' . \ ( ( \ Z)) 1\� ` o_,, \ I \ I \ \ `- / / /_ 2so \ - t �\ \ \ ELEV.: 204.32'
�. \\ \\\\\ \ I II \� l 1 Il I/ / / /,
QD STORM DRAINAGE MANHOLE \\ �> \\ \\\ \ \\ \ I I \ 1 ) \ \\ ('j 1\ v, \ / /%///,// // / - '�'� ✓/ �i \\\\ !;'
\ � N\\ \ \\\\ \\\\ II I l I I / �s \ `, , I I 111 � \ \ - \ � f � � � / / / \ --- � __. \ 24" CMP
\\� \`. - �� \\\`,\\. \\\\\1 'I 11 II I r ' ( \ \ \ \ /INTI/ /// //� \ -/%,,�
❑ YARD INLET ` \ 1\ 1 = \\ \ \\ \ \ 11 1 1 1 / I ) \ , ) o \ \ \_ / , / ,---,26 \ - � / / / // // - \ - i i \ \A� \ t 42" RCP ELEV.: 189.97'
\ \ \1\ \\\� \\\\ \\\\ \\\ \\I'I \\ \ / l l /� \ 1 \ l/ / %-�% 7� yam,
N/F _\ \\� \\�' \� \\`\� )�\ ��\\ \ \\11\\\\\\\\I\\\\ \11 / ) �_� / ( I�/\ \`\ \ - \ \ \ -`- -f ' i ( I I /1 / / / -----/ / //,")/ // //// t,-- �,/�X �.-r ✓� / I/ / \� ELEV.: 204.40' I, JAMES S. ARMSTRONG. CERTIFY THAT THIS MAP WAS DRAWN UNDER
NANCY JEAN HESTER W� "q\\ 11,/ )1 I\ I \11111\I \\\ \\ \\'\\\ MC� �AM 1� RM,1LS� \\ \ ❑ / l / / r / ��J/ / i i (�-z4s--' // , / i7 �/ // y `\� MY SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY
IF r ( , I)) I , \\ \ \ \\\ \ J / / / % / - - /, J l - I' f - -� / /�� /� ��5 / r it / 15" RCP SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM
SD STORM DRAIN PIPE D.B. 2389, PG. 00-E \\ C� - I 1111 I \ \� \\ \\ \� tD�B.(14 1a��PG. g043� �� �� �/ /// //, / / ' I III ,, �- ZIA
---
P.I.N.: 1744.01-17-4238\\ d� 1 / // % 1 ) \\ \\ \ \ R.I N.\17 4<(�8�9�9\ \ / (I ( ( i r- ,� r I l j ri , = _ 42" RCP; / i� ='�� � ELEV.: 191.47' THE SURVEY:
1 I I (/ / I/)1 I \ \ \\ `mss \ �,, \ \ \ 2 --eAI�N/ / I l - / / j ,- - -_
OU OVERHEAD UTILITY LINES \� \ `STI I I I!I (I // I\ \ \\ \\ \ \ ` \ s, , /) 1 \ 1 / ,
\\ \ I , /�) of /�/i,, ) 11 1 \ \�,\\ \ \ \ \ \ -- -_ ,\ \` �4 /// / / l I I ( l '\ c j % i///� / �� I (�' / / / / i I \ 5 � �- ELEV.: 204185' I �� �i,� - Il o
c (I lI r \ � \ , � _ / 1 \ 1 1 / \ \ \ \` �� \ \ (( � 1 � _� ,� = J / _ _ �\ 15" RCP (1) CLASS OF SURVEY: AA
W WATER LINE EX. SMH 2 \ \\\)\\ 1 �)) N/ /(///// \\ 1 \o \ \ \ ` &OALTRO P NT\1\6 _ / / ) \ 1 - / ��`\\ \ 2 \ I ( , �� \� (2) POSITIONAL ACCURACY: HORIZONTAL 0.035' VERTICAL 0.085'
I o f // � _ `� - ` I,,'/ l I \\ � -� - \ ��� �,- \ \\'10.\ \ \ , - 1-1 � � f 'mow °. ` r
1 -/ /(I /I ( I / ' 1 i 1 \ \ _- -N.�--G�Ib Cr00RDI�lATES \ \ \I \ \ \ \ \ ��s ��� \•\ -- \\ �� \ 11\ \ I I / / �� ' ` - // i � �'�-" I ELEV.: 192.10'
SS SANITARY SEWER LINE RIM: 218.88' \ 11�\\� I�)N 11f II VIII INS / -/'/ ) �l \ \ \ \ \ _ \ / / \ - Q_�, �\ `� \ �`�" , \ I/Ii z /, / _ (J / l (3) TYPE OF GPS FIELD PROCEDURE: VRS
INV. IN: 207.00' Z 2 \19�\ I (\\ II\ llil( 11 I i // //,J / 1 \ � � NAD 8 2 1) I I \ \ \ \ \ \ - - - \ \ \\I �, ,' �\� i r "/1 T-' » (4) DATES OF SURVEY: 08-29-2017
\ - �_\ \ / ��//J \ - i /J
\ o � 1 \ \\ �2 \\ \ ) )
\I III )) / / \ - - - \ o ) \ \- \ 2ss _ 1 \ \ ) \ � mss) \� / i - Ertl/ l,;f///� %�/ (°` N 30'00 36 E
T TELEPHONE LINE INV. OUT: 206.93' =' � \�\\ Illlr ((I I I)ll / , - - --NARTF#NO 9J\o 4.45 \ 1, \ \\ \ ) \ \ \ \ \ 1 \ / \\ 1 / / / E, 1 /l % / %/////// f 5) DATUM/EPOCH: NAD83 (201 1)
>_ I \ \ \\ � III 11 1 I I - - - I e0.\ \ 1 \ \ ` \ \ \ \ 1 /� /j �!r /� 42" RCP // 23 A I I / / / � \ \� 232.41
� \ \ 11 I \� . ( M1';.� , / ti ERST�IN :zs1�F ,�8�. ) 1% \ \\ \ \\ ( . - �. /f'� �% N rL ��
G GAS LINE Q >' 1 I I X11 vi I\11,Iu i�l(I/� 111 \\ 111) II,M ��r�4! 7= ' / ,^--�2so�- EL�/ATION(N�1VD88 :69,ao' // /I \___\ \ \� \ `\ -h \ ) i \ \ \ \ �) \ 1�/ / / /i _ \ ELEV` 204.82' //,� 1 r I //rl/ ��l//i �1>, j 1 \�� �\\ 12' CMP (6) PUBLISHED/FIXED-CONTROL USE: VRS
2 W li \ I i✓I / 11 ///� I I \ ' II ,. J - - \ \ 1 I / // /,rl\ - �\ \ \ \ \ I (; / I I ) \ /, / ��A� / _ /�� - •\� \ _ - / i / //i// /i �i » \Y R ELEV.: 194.00' (7) GEOID MODEL: 126
UE UNDERGROUND ELECTRIC o \ I I // I/ ////fll I�1t ( 11.97 /, / - � \ \ 1 I I / /// // \ I ;� / / , // /,�y/ _ ��,/J \ - /E7CIs>ING / /�/, iI/ \ , (8) COMBINED GRID FACTOR(S): 0.999911826275
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o �`'� ,I / I r 1I' it , llll1 / I I IQ�1T� 211. /'/�'� - \ , vv 1 I) i //// , / /,V) v vv I ) /i /n / / / / /// %j // / ���� - z\/�_ \ v� �r p�)Il=��j//i%//i r /, ., / ,o-- (9) UNITS: U.S. FEET
I Ir 1/ r11 II IIlII r( r_ -. / / / ri . , / // , / - - ,\ / /i ,
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UT UNDERGROUND TELEPHONE / ` I I I 1 // ) I / I / / / // / \ \ \ / / / / ( // - 1 _ ��+' _Y / i / / / - -?'?U ^
rnozS IN �\ �I) �N III III\I I\ 1 1 I \ \\ / ///'/ Y 1 ll /// //�// //: //' _ �l I , I ( i ( /`r /11 --/-/% %/ � I ��40= _ _ � \\ , / / � `�/ , /C/ o /- \ o \ ice
U I I I III IIII (� l 1 - / N / / . \� -\ -, TRACT -1 /- // / / , � �.
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Y Z \1 I� �) III \\ \11111 \ I I I1 ( s I / , //, j / / ♦ jlir' �� � , - - -- \\\ \)// i t� R r / /G/1/ �!--\ 3 \ \ �°/✓ o''�\ JA S S. ARMSTRONG, PLS DATE
W � - r 1 \ 11 1 I 1 I O ///X245--� 1 / / / / //// \-\ \ \ \ 1 1 I\ I 1 w 1 I II - � \_.z45 ==_ \� �/� -- - _ - C 'E. / / /,' / «, / � \
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1 1 r f)�(C\II(II,1--i//,' ,**� 1 // /III / ///-'_270- l l,1 \\\\. \�r,\ ��\\\ _-_-- \�\ )/// I/-MC/�FA�iI ,✓ /`/ / ,//�� 1 ,
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r- J /( I )�ll (//�(I((i((11� I /((`I \\�� ; �� % o 11 \\\� \\\ o�\ \\\ \\��\ I / %%11\ \ \� \\�\\ \, \\ \ � ._ \ 1 1 \ /)///. / j !_* _ -N\ ) \116"( "�' )11%�/ '% %_, � ro z ./11)j� _ „ \
�Q3 ;I 111�!�`' f 11111111111\�-, \\ // C �\\` it \\ \' ) \ \ �� %// /:/off _ �I''► 'ifll .��'/ o / ��'z� - -z `-C = 12" cMP
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U ,/ I I I k ��\ =�� / \ \ , s \\� I \ \ \ \ N ♦ ✓ h////i/// S /r' / - 1 1 I I� �/ i i 2 0-�`•.� ��� _ \ ✓/// /��
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GENERAL NOTES \\�6� = _ -\ I / / 1 // / \ - - - /� ; \\\ (I r Illli/It`��/ �%i/if, /,; /�� /// \\\' ,%%=' = 1 111. IS I I (1�i1)11 X411 a�, l B.M. 1981, PG. 367
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- _ 1\ _ \ \ \L4. \) I llil ,, / 2 llllp/I/rl/ 1/lil
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�. itin
1. THIS IS A TOPOGRAPHIC SURVEY OF EXISTING PARCEL(S) OF \ \ 1 � \� ) \ _ / lr, r r , r I `\ , s - f 111�I(I�tll�illl�l/ I /i// I /// /////;/ 00 51 26, W 31917.46 , , /, �j00.32 40= ;,��352 �$ \\\\ �_�\ \\ \ \11 II/)r,S QO'25„11. W 8 f
LAND. THE TOPOGRAPHIC INFORMATION IS BASED ON THE AERIAL 1 l 1 i r j / /I,�\ IIII / I Jl) _/ //// /// /// ' I I / / / \� \ 1 \ I i I 1 i 'i '/"'i ' // Il • 1
SURVEY PREPARED BY AVIOIMAGE. MCADAMS PROVIDED \ / / 1//�,%///,/�/i/�//, I (lll�lll/'////,'i ;%i/lilll�i�///i////%�/%/ % ji _%_ ���\ \�\\\�:�� J�%i j�/lllrlllll�l��/lrI I� /��� ��''i)l71)i�lr Il
TOPOGRAPHIC SURVEYS FOR OBSCURE AREAS TO SUPPLEMENT \ // /` - / / ///// r / / / /
��� 1�\\.�� i.'%/,%/�/r%/ll%/,�//i/%i/,�//ilii%/'/%/�l/til'/'/, ((I� I /
THE AERIAL SURVEY. CWR PARTNERS WEST, LLC 1% ANNUAL CHANCE FLOOD '///Go/%/ll��/lJnl l/
2. BEARINGS FOR THIS SURVEY ARE BASED ON GRID NORTH NAD \ D.B. 12716, PG. 1260 CONTROL POINT 432 PER FEMA F.I.R.M. NO. 3720174500J �//,
h /
83 (2011). B.M. 2008, PG. 1282-1288 N.C. GRID COORDINATES WITH AN EFFECTIVE DATE OF 05-02-06/r
3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. \ P.I.N.: 1745-20-9095 NAD 83(201 1)
4. ZONING: R-4 AND R-30 \ / //,
5. AREA BY COORDINATE GEOMETRY. NORTH ING:750,596.23 ,
6. FLOOD NOTE: A PORTION OF THIS PROPERTY IS LOCATED IN A EASTING:2,142,651.62' r, /
41 '299.
SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE "AE" AS \ ELEVATION (NAVD88):REGULATORY FLO/ /
DEFINED BY F.E.M.A F.I.R.M COMMUNITY PANEL #3720174500J 37201 /
DATED 05-02-06. \ PER FEMA F.I.R.M. N0. 3720174500)
7. REFERENCES: D.B. 14613, PG. 2043; D.B. 2470, PG. 605; WITH AN EFFECTIVE DATE OF 05-02-06 / /r
D.B. 2865, PG. 858; D.B. 13288, PG. 791; 1
1
B.M. 1967, PG. 106; B.M. 1968, PG. 198; /
B.M. 1980, PG. 126; D.B. 968, PG. 539 1
OF THE WAKE COUNTY REGISTRY.
PIN: 1744-19-0553, 1744-08-1979, / '
1745-11-5311, 1745-21-0404, 1745-21-3556,
1744-29-1958
8. UTILITY STATEMENT
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
9. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEFIT
OF A TITLE REPORT. THIS SURVEY SUBJECT TO ANY FACTS AND
EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND
ACCURATE TITLE SEARCH.
10. NO GRID MONUMENTS FOUND WITHIN 2000' OF SITE.
11. ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD 88
12. REVISED SEPTEMBER 13, 2018 TO ADD AREA FOR OLD BARBEE
LANE.
LINE TABLE
LINE
CURVE
BEARING
DISTANCE
L1
S
24°19'49" E
123.62'
L2
S
67'58'38" E
164.25'
L3
S
00°25 20 W
253.50
L4
S
00' 16'54"
47.54'
L5
S
00° 1 1'2 8
291.79
L6
S
00'39'03" W
152.17'
L7
S
01°01 58"
285.72'
L8
S
00°30'41 "
67.54'
L9
S
69'59'20" W-32.68'
C6 1
L10
N
40°01 13
67.88
L11
N
00'55'29" E
30.48'
L12 N
48°44'46" W
39.62'
L13 N
60'24'20" W
53.18'
L14
N
01'59'25'
23.99'
L15
N
36°00 41
13.47
L16
N
00'38'1 2"
39.03'
L17 N
42°04 25 W
12.37
L18
N
73'14'35"
40.48'
L19
S
08°24'39" E
25.58'
L20
S
66'02'46" W
25.27'
L21
S
06'22'34" E
22.26'
L22
S
51°5213
17.02
L23
N
45'02'48" W
44.35'
L24
N
69°32 06 W
8.38
L25
S
64'56'39" W
26.58'
L26
S
74°22'58" W
26.70'
L27
S
33'24'48" W
26.42'
L28
N
48'14'58'
34.97'
L29
N
65°3815
28.96
L30
N
36'11'51"
40.88'
L31
N
62°06 39 W
46.40
L32
S
86'27'54" W
9.80'
L33
S
24°47' 13 '
26.10'
L34
N
88'09'1 5"
24.19'
L35
N
41'05'03'
16.08'
L36
N
47°47 30 W
13.93
L37
S
66'48'32" W
51.67'
L38
N
78°31 34
50.39
L39
N
39'06'01"
15.11'
L40
N
50° 1 1'33"
18.43'
L41
N
77°35'40" W
45.53'
L42
S
89'42'42" W
17.23'
L43
S
42°25 56 W
17.72
L44
N
86'02'25" W
71.58'
L45
N
72°42 33 W
43.72
L46
S
80'41'01 "
45.42'
L47
S
64'1 0 01 "
56.56'
L48
N
75°01 ' 14"
32.03'
L49
S
51'18 01'
16.09'
L50
S
71 ° 13 53
28.56
L51
S
56'59'14"
84.81'
L52
S
78°38 36 W
10.83
L53
S
74'05'08" W
37.48'
L54
S
45°40'04" W
52.34'
L55
S
51°15'49"
34.71'
L56
S
53'44'23" W
36.21'
L57
S
84°21 42
29.41
L58
S
63'34'31"
8.61'
L59
S
53°28 26 W
10.25
L60
S
76'38'04" W
27.34'
L61
S
71°04'02'
54.41'
L62
S
56°29 18
35.02
L63
S
70'55'28" W
26.09'
L64
S
61 °34 06
12.65
L65
N
81'39'23"
42.57'
L66
N
75°35'50" W
213.00'
L67
N
26'55'22" E
185.60'
L68
N
12'36'59'
248.00'
L69
N
14°21 59
_T__0.00
L70
N
12'06'59'
155.00'
L71
N
16°21 59
182.00
L72
N
17'51'59"
63.38'
L73
N
07°20'38" E
86.09'
L74
N
01'21'59"
164.00'
L75
S
01'12'33"
133.45'
L76
S
88° 15 53
199.80
L77
N
81'04'55'
50.65'
L78
S
88°38 03 E
324.80
L79
N
88'41'14"
29.58'
L80
N
88°41 ' 15 '
30.42'
L81
S
01'18'45"
110.30'
L82
N
88'41'15:
300.00'
L83
N
88°41 15
39.00
L84
S
88'04'45" W
200.75'
L85
N
80°4715
319.53
L86
S
01'18'45
135.30'
L87
S
01 ° 18 45"
20.04'
L88
S
01°18'45"
64.96'
L89
N
88'41'15'
60.00'
L90
N
88°41 15
337.31
L91
S
88'04'45" W
205.00'
L92
N
80°4715
331.87
L93
N
88'41'13"
326.61'
L94
N
88°41 ' 13 '
326.88'
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1. THIS IS A TOPOGRAPHIC SURVEY OF EXISTING PARCEL(S) OF \ \ 1 � \� ) \ _ / lr, r r , r I `\ , s - f 111�I(I�tll�illl�l/ I /i// I /// /////;/ 00 51 26, W 31917.46 , , /, �j00.32 40= ;,��352 �$ \\\\ �_�\ \\ \ \11 II/)r,S QO'25„11. W 8 f
LAND. THE TOPOGRAPHIC INFORMATION IS BASED ON THE AERIAL 1 l 1 i r j / /I,�\ IIII / I Jl) _/ //// /// /// ' I I / / / \� \ 1 \ I i I 1 i 'i '/"'i ' // Il • 1
SURVEY PREPARED BY AVIOIMAGE. MCADAMS PROVIDED \ / / 1//�,%///,/�/i/�//, I (lll�lll/'////,'i ;%i/lilll�i�///i////%�/%/ % ji _%_ ���\ \�\\\�:�� J�%i j�/lllrlllll�l��/lrI I� /��� ��''i)l71)i�lr Il
TOPOGRAPHIC SURVEYS FOR OBSCURE AREAS TO SUPPLEMENT \ // /` - / / ///// r / / / /
��� 1�\\.�� i.'%/,%/�/r%/ll%/,�//i/%i/,�//ilii%/'/%/�l/til'/'/, ((I� I /
THE AERIAL SURVEY. CWR PARTNERS WEST, LLC 1% ANNUAL CHANCE FLOOD '///Go/%/ll��/lJnl l/
2. BEARINGS FOR THIS SURVEY ARE BASED ON GRID NORTH NAD \ D.B. 12716, PG. 1260 CONTROL POINT 432 PER FEMA F.I.R.M. NO. 3720174500J �//,
h /
83 (2011). B.M. 2008, PG. 1282-1288 N.C. GRID COORDINATES WITH AN EFFECTIVE DATE OF 05-02-06/r
3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. \ P.I.N.: 1745-20-9095 NAD 83(201 1)
4. ZONING: R-4 AND R-30 \ / //,
5. AREA BY COORDINATE GEOMETRY. NORTH ING:750,596.23 ,
6. FLOOD NOTE: A PORTION OF THIS PROPERTY IS LOCATED IN A EASTING:2,142,651.62' r, /
41 '299.
SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE "AE" AS \ ELEVATION (NAVD88):REGULATORY FLO/ /
DEFINED BY F.E.M.A F.I.R.M COMMUNITY PANEL #3720174500J 37201 /
DATED 05-02-06. \ PER FEMA F.I.R.M. N0. 3720174500)
7. REFERENCES: D.B. 14613, PG. 2043; D.B. 2470, PG. 605; WITH AN EFFECTIVE DATE OF 05-02-06 / /r
D.B. 2865, PG. 858; D.B. 13288, PG. 791; 1
1
B.M. 1967, PG. 106; B.M. 1968, PG. 198; /
B.M. 1980, PG. 126; D.B. 968, PG. 539 1
OF THE WAKE COUNTY REGISTRY.
PIN: 1744-19-0553, 1744-08-1979, / '
1745-11-5311, 1745-21-0404, 1745-21-3556,
1744-29-1958
8. UTILITY STATEMENT
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
9. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEFIT
OF A TITLE REPORT. THIS SURVEY SUBJECT TO ANY FACTS AND
EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND
ACCURATE TITLE SEARCH.
10. NO GRID MONUMENTS FOUND WITHIN 2000' OF SITE.
11. ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD 88
12. REVISED SEPTEMBER 13, 2018 TO ADD AREA FOR OLD BARBEE
LANE.
GRAPHIC SCALE
200 0 100 200 400
ill
1 inch = 200 ft.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO. PLT -17020
FILENAME: PLT17020-C2
CHECKED BY: JSA
DRAWN BY: JSA
SCALE: 1 " = 200
DATE: 11-07-18
SHEET N0.
C-1
TI MCADAMS
CURVE TABLE
CURVE
RADIUS
ARC LENGTH CHORD BEARING CHORD LENGTH
C1
4868.32'
75.89'
N
31 °43'41 "
E
75.89'
C2
365.81 '
105.70
N
23°00' 15"
E
105.33'
C3
770.72'
99.31'
N
1 1'02'07"
E
99.24'
C4
892.24'
387.50'
N
17°34'05"
E
384.46'
C5 1
25.00' 1
39.27'
1 S
46°18'45"
W 1
35.36'
C6 1
25.00' 1
39.27'
1 N
43'41'15"
Wl
35.36'
GRAPHIC SCALE
200 0 100 200 400
ill
1 inch = 200 ft.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO. PLT -17020
FILENAME: PLT17020-C2
CHECKED BY: JSA
DRAWN BY: JSA
SCALE: 1 " = 200
DATE: 11-07-18
SHEET N0.
C-1
TI MCADAMS

EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability April 3, 2019

U.S. Army Corps of Engineers
James Lastinger
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587

Re Project: 540 West

This document confirms that Pulte Home Company, LLC (Applicant) for the 540 West (Project) has
expressed an interest to utilize 0.60 Riparian Wetland Mitigation Credits from the EBX-Neuse
sponsored Neu-Con Wetland & Stream Umbrella Mitigation Bank, specifically from the Hannah Bridge
Site in the Neuse HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC, attests to the fact
that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1055.
Best Regards,
Amy Staley
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605