20200375 Ver 1_PCN Form Submission_20200313

DWR
mrlslon of Water Resources
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?*
r Yes
r No
Is this project a public transportation project?*
G Yes IT No
Change only if needed.
BIMS # Assigned
20200375
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Village Court Lot 5
1a. Who is the Primary Contact?*
Chad Blackmon
1b. Primary Contact Email:*
[e-mail]
Date Submitted
3/13/2020
Nearest Body of Water
Reedy Branch
Basin
Neuse
Water Classification
WS-III; NSW
Site Coordinates
Latitude:
35.706182
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.618541
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
[phone]
U

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
39 - Commercial/Institutional Developments
r 401 Water Quality Certification - E)iress
V Riparian Buffer Authorization
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification: r Yes r No
For the record onlyfor Corps Permit: r Yes r No
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. lathe project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Aversboro Properties, LLC
2b. Deed book and page no.:
Book:17079; Page: 2545
2c. Responsible party:
Chad Blackmon
2d.Address
Street Address
401 Aversboro Road, Suite 100
Address tine 2
aty
Garner
Postal / Zip Cate
27529
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Scott Mitchell
State / Province / Region
NC
Country
United States
2f. Fax Number:

4b. Business Name:
Mitchell Environmental. PA
4c.Address
Street Address
1501 Lakestone Village Lane, Suite 205
Address tine 2
City
Fuquay-Varina
Postal / Zip Code
27526
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Authorization Form 031320.pdf
State / Province / legion
NC
Country
United States
4e. Fax Number:
105.33KB
C. Project Information and Prior Project History C^)
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Garner
2. Project tt Identification
2a. Property Identification Number:
2b. Property size:
1711322084
2.16
2c. Project Address
Street Address
0 Village Court
Address Line 2
City
State / Province / legion
Garner
NC
Postal / Zip Code
Country
27529
United States
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Reedy Branch
3b. Water Resources Classification of nearest receiving water:*
WS-III; 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.
030202011002
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:*
The existing conditions on the site are wooded with two streams and a power transmission line. The general land use in the vicinity is commercial and residential development.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No 6 Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
NC_Garner_162060_2002_24000_geo.pdf 15.18MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Village Ct Soil Survey map78.pdf 931.02KB
4f. List the total estimated acreage of all existing wetlands on the property:

0
4g. List the total estimated linear feet of all existing streams on the property:
790
4h. Explain the purpose of the proposed project:*
The purpose of the project is to develop the property for commercial use, including the installation of all required utilities, access, and grading.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project will use equipment typical of roadway, pavement, and utility infrastructure installation including excavators, bull dozers, dump trucks, etc.
4j. Please upload project drawings for the proposed project.
AversboroLot5-CD-20200103-COMPLETE.pdf 26.03MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No C Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: Mitchell Environmental
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r 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?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries
r Open Waters r Pond Construction
3. Stream Impacts
W Buffers
U
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* �narn. * 3e. Stream Type * 3f. Type of 3g. S. width * �31h. Impact
(?) Jurisdiction* length*
�]Sewer Crossing Temporary Other A Intermittent Both 3Average(feet) 1(li�rfeet)
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
0
3i. Total stream and ditch impacts:
11
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
3i. Total temporary stream impacts:
11

Check all that apply.
V Neuse
r Catawba
r Goose Creek
r Other
F Tar -Pamlico
F Randleman
F- Jordan Lake
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
Sidewalk
P
A
No
0
363
Road and Sidewalk Paving
P
A
No
2,994
953
Grading
P
A
No
0
2,325
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 2,994.00 3,641.00
Zone 1 Zone 2
Total combined buffer impacts: 2,994.00 3,641.00
61. Comments:
Road crossing will utilize existing culvert that was installed prior to implementation of the Neuse River Riparian Buffer Rule, hence, no permanent
stream impacts are required for this project.
Supporting Documentation
AversboroLot5-CD-20200103 IMPACT -MAP (4).pdf 576.97KB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
An existing culvert on the site was installed prior to the Neuse River Riparian Buffer Rule implementation. This culvert will be used to avoid any
additional permanent stream impacts. The proposed sanitary sewer crossing is perpendicular to the stream. Proposed sidewalk buffer impacts are
required by the Town of Garner.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Tree protection and silt fence will be installed to ensure impacts are confined to the proposed impact areas.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Proposed stream impacts are below mitigation thresholds, and all buffer impacts are listed as "Exempt' or "Allowable" in the Neuse Buffer Rule
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
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?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SMNT)
W Other SCM that removes minimum 30% nitrogen
r Proposed project will not create concentrated stornnvater flow through the buffer
Diffuse Flow Documentation
Village Ct Lot 5 - Stormwater Plans.pdf 1.34MB
2. Stormwater Management Plan

2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r 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?
r Yes r No
2d. Which of the following stormwater management program(s) apply:
W Local Government r State
Local Government Stormwater Programs
W Phase II W NSW r USMP W Water Supply
Please identifywhich local government stormwater programyou are using.
Town of Garner
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r 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)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
All adjoining parcels have been developed and it is not likely to spur cumulative impacts.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r No r NIA
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
5i. 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.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS website

Consultation Documentation Upload
USFWS Wake County TandE Species.pdf 1.3MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
Essential Fish Habitat Mapper
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?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC HPOWEB 2.0
7c. Historic or Prehistoric Information Upload
HPOWEB 2.0.pdf 467.4KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMArequirements:
No development will occur within the FEMA designated 100-year floodplain.
8c. What source(s) did you use to make the floodplain determination?*
Wake County iMaps
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
GIS Aerial.pdf 809.64KB
GIS Topo.pdf 835.07KB
Signature u
*
W 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:
Scott Mitchell
Signature
f7-COrr441TGhrLL
Date
3/13/2020

Mi
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
4ell Environmental, P.A.
AGENT AUTHORIZATION and
ROPERTY OWNER CERTIFICATION FORM
II Blanks to be Filled in by Current Landowner
NCDENR — Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
To Whom It May Concern:
I, the undersigned, current property owner designate and authorize representatives of Mitchell Environmental,
P.A., to act on my behalf as my agent in the processing of permit applications, to furnish upon -request
supplemental information in support of applications, etc., from this day forward.
This the 9 day of 3 20 a0 .
(number) (Month) (Year)
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) 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 notification supersedes any previous correspondence concerning the agent for this project.
Project Name: G0_r 15 A4646 C at/OT Location:�grz,
Property Owner's Name (Print): L7✓?�! 1 G L��--
Property Owner's Signature:
Property Owner's Mailing Address:®/ lworz onw Re/%
Property Owner's Telephone: 22— 26b Fax No.
Property Owner's Email Address:
1501 Lakestone Village Lane, Suite 205
Fuquay: Varina, North Carolina 27526
919-669-0329

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GENERAL NOTES1. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER, 2019, AND ISIN NAD83 COORDINATE SYSTEM TIED TO NGVD88 VERTICAL DATUM.2. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY FIELD OBSERVATION.3. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006, BUTDEVELOPMENT IS OUTSIDE THIS AREA.4. NO CHANGES MAY BE MADE TO THE APPROVED DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE ISSUING AUTHORITY.5. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF GARNER AND CITY OF RALEIGH UTILITY STANDARDS AND SPECIFICATIONS,STATE AND LOCAL GOVERNING STANDARDS AND APPLICABLE CODE REQUIREMENTS.6. NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND IN THE PLAN DESIGN DURING CONSTRUCTION.7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE CONSTRUCTION BEGINS.8. ALL BUILDINGS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS.50' STREAM BUFFERBUFFER
BIORETENTION CELL
TOP OF MEDIA: 326.0
1
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:

3
2
8
.
0
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:

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SW
A
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FFE: 331.0
JB-1
OUT-1
FES-2
DI-1
DI-2
DI-3
4" PVC
6" DIP
1"WL
1"WL
1"WL4" PVCPROP FH
MIN. 10'
FROM OHE
6" TS&V ON
EXIST. WL20' PRIVATEUTIL.ESMT20' UTIL.ESMT
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AND UTILITY EASEMENT TO
VILLAGE COURT
NEW DOGHOUSE
MH ON EX. SS LINE
EX INV IN 320.12
EX INV OUT 320.07
NEW 6" INV 320.29
6"
6" PVC
6" PVCSCM TEMPORARY STREAMIMPACT FOR SEWERSERVICE INSTALLDOWNSTREAM OFEXISTING CULVERTTOTAL: 10.5 LFPERMANENT BUFFERIMPACT FOR NEWDISTURBANCE/UTILITY/IMPERV (GRAY HATCH)PERP. TO BUFFERTOTAL: 3,947 SF ZONE 1: 2,994 SF ZONE 2: 953 SFBUFFER IMPACT FORGRADING PARALLEL TOBUFFER (SOLID GRAY)TOTAL: 2,325 SF ZONE 1: 0 SF ZONE 2: 2,325 SFBUFFER IMPACT FOR NEW 1' ROADWIDENING (SOLID GRAY) ATOP EXISTINGDRIVE STONE PARALLEL TO BUFFER - WESTNET TOTAL: 0 SF ZONE 1 IMPERV REMOVED: 159 SF ZONE 1 IMPERV ADDED: 159 SFBUFFER IMPACT FOR NEWSIDEWALK (SOLID GRAY)PARALLEL TO BUFFER - EASTNET TOTAL: 363 SF ZONE 2 IMPERV REMOVED: 124 SF ZONE 2 IMPERV ADDED: 487 SFPhone No. (919) 389-81022805 Tobermory LaneF&BCONSULTINGRaleigh, NC 27606License No. C-2149SWN E
VILLAGE COURT LOT 5EXHIBIT - BUFFER IMPACTSGARNER, NCFEBRUARY 28, 2020SHEET 1 OF 1STREAMIMPACTVICINITY MAPN.T.S.
Disclaim er
iMap s m akes every effor t to pro duce an d pu blish
th e m ost curren t a nd ac curate information possib le.
However, th e m ap s are p roduc ed for inform ation purposes,
and ar e NOT surv eys. N o warran ties, expressed or imp lied,
are p rovided for the da ta therein, its u se,or its interpr etation .
Lo t 5 Villa ge Co ur t
0 100 20050 ft
1 inch = 100 feet
±PIN: 1711322084
PIN Ext: 000
Real Estate I D: 0148514
Map Name: 1711 18
Owner: AVE RSB ORO P ROP ERT IES, LLC
Mail Addre ss 1: 401 A VERSBORO RD STE 100
Mail Addre ss 2: GA RNER NC 27529-3633
Mail Addre ss 3:
Deed Book: 017079
Deed Page: 02545
Deed Acres: 2.16
Deed Date: 3/27/2018
Building V al ue: $0
Land Value : $50,809
Total Value : $50,809
Biling C lass: Business
Descriptio n: LO5 PLAZA 70 EAS T BM1985 -
1912
Heated Area:
Site Address: 0 VI LLAGE CT
Street Nam e: VILLAG E CT
City: GA RNER
Planning Jursidiction: GA
Township: S t. Mary's
Year Built:
Sale Price: $0
Sale D ate:
Use Type:
Design S tyle:
Land Class: Vacant
Disclaim er
iMap s m akes every effor t to pro duce an d pu blish
th e m ost curren t a nd ac curate information possib le.
However, th e m ap s are p roduc ed for inform ation purposes,
and ar e NOT surv eys. N o warran ties, expressed or imp lied,
are p rovided for the da ta therein, its u se,or its interpr etation .
Lo t 5 Villa ge Co ur t
0 100 20050 ft
1 inch = 100 feet
±PIN: 1711322084
PIN Ext: 000
Real Estate I D: 0148514
Map Name: 1711 18
Owner: AVE RSB ORO P ROP ERT IES, LLC
Mail Addre ss 1: 401 A VERSBORO RD STE 100
Mail Addre ss 2: GA RNER NC 27529-3633
Mail Addre ss 3:
Deed Book: 017079
Deed Page: 02545
Deed Acres: 2.16
Deed Date: 3/27/2018
Building V al ue: $0
Land Value : $50,809
Total Value : $50,809
Biling C lass: Business
Descriptio n: LO5 PLAZA 70 EAS T BM1985 -
1912
Heated Area:
Site Address: 0 VI LLAGE CT
Street Nam e: VILLAG E CT
City: GA RNER
Planning Jursidiction: GA
Township: S t. Mary's
Year Built:
Sale Price: $0
Sale D ate:
Use Type:
Design S tyle:
Land Class: Vacant
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1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES
1. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER, 2019, AND IS
IN NAD83 COORDINATE SYSTEM TIED TO NGVD88 VERTICAL DATUM.
2. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY FIELD OBSERVATION.
3. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006, BUT
DEVELOPMENT IS OUTSIDE THIS AREA.
4. NO CHANGES MAY BE MADE TO THE APPROVED DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE ISSUING AUTHORITY.
5. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF GARNER AND CITY OF RALEIGH UTILITY STANDARDS AND SPECIFICATIONS,
STATE AND LOCAL GOVERNING STANDARDS AND APPLICABLE CODE REQUIREMENTS.
6. NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND IN THE PLAN DESIGN DURING CONSTRUCTION.
7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE CONSTRUCTION BEGINS.
8. ALL BUILDINGS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS.
9. ALL SIGNAGE SHOWN IS SCHEMATIC AND SHALL BE CONSTRUCTED PER TOWN OF GARNER STANDARDS AND SHALL BE APPROVED
THROUGH THE INSPECTION DEPARTMENT.
10. REFERENCE GENERAL NOTES ON SHEET C-2.
SURVEY NOTES:
1. BEARINGS AND DISTANCES FOR PHASE PERIMETER ARE PROVIDED ON THE OVERALL SITE PLAN.
2. CONTOUR ELEVATIONS SHOWN WITHIN ROADWAY SURVEY AREA FOR THIS PHASE ARE FIELD
SURVEYED AND SHOWN AT 1' CONTOUR ELEVATION INTERVALS, TIED TO NAVG88 AND NAD83.
3. BOUNDARY INFORMATION AND BUILDING SETBACKS SHALL BE FIELD VERIFIED BY PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION STAKING AND FOOTING CONSTRUCTION BEGINS.
DEMOLITION NOTES:
1. REMOVE ANY EXISTING DRIVES AND STRUCTURES LOCATED WITHIN THIS PHASE OF DEVELOPMENT DURING DEMOLITION.
GRADING PLAN GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS, AND
EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND DESIGN MANUAL AND WAKE COUNTY S&EC PLAN REVIEW MANUAL.
2. SEE COVER SHEET AND SITE PLAN FOR ADDITIONAL NOTES APPLYING TO THIS PROJECT.
3. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER 2019, AND IS IN NAD 83 COORDINATE SYSTEM.
4. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006.
5. SEE SHEET D-2 FOR STORM DRAINAGE DESIGN INFORMATION.
6. STOCKPILE LOCATIONS WILL BE AS NEEDED AND DETERMINED IN THE FIELD DUE TO SOIL TYPES AND CONDITIONS. IF REQUIRED,
ADDITIONAL AREA OUTSIDE SITE DISTURBANCE AREA WILL BE SUBMITTED AND APPROVED BY WAKE COUNTY AND THE APPROPRIATE
DISTURBED AREA FEE PAID BY THE DEVELOPER.
7. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY GRADING ON THE SITE.
8. ALL HC SPACES AND ACCESSIBLE ROUTES SHALL CONFORM TO THE N.C. BUILDING CODE, VOLUME 1-C, ACCESSIBILITY CODE.
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF ANY EASEMENTS PRIOR TO OBTAINING THE
CERTIFICATE OF OCCUPANCY.
10. ALL GRADES SHOWN ARE FINISHED GRADES AND SHOULD INCLUDE LANDSCAPE MULCHING. NEVER FILL MULCH ABOVE THE FFE
(FINISHED FLOOR ELEVATION)
11. THE SIDEWALK SHALL MEET THE BUILDING AT FFE AT ALL ACCESS POINTS.
12. REFERENCE GENERAL NOTES ON SHEET C-2.
13. NOTE SPOT ELEVATIONS SHOWN ARE TO THE TOP OF FINISHED GRADE/LANDSCAPING. SUBGRADE IN PLANTING AREAS IS TO BE
LEFT DOWN BY 0.5' FROM GRADES SHOWN.
14. A TOWN BUILDING PERMIT IS REQUIRED WHEN A) ADJACENT TO A STRUCTURE, ANY RETAINING WALL LESS THAN 5' IN CUMULATIVE
VERTICAL RELIEF AND LOCATED CLOSER TO STRUCTURE THAN THE VERTICAL RELIEF, OR B) ANY RETAINING WALLS PROVIDING
CUMULATIVE VERTICAL RELIEF GREATER THAN 5' WITHIN A HORIZONTAL SEPARATION DISTANCE OF 50' OR LESS. WALLS REQUIRING
A BUILDING PERMIT SHALL BE DESIGNED UNDER THE RESPONSIBLE CHARGE OF A REGISTERED DESIGN PROFESSIONAL PER THE NC
BUILDING CODE, SECTION 1807.2.
15. ALL SLOPES TO BE VEGETATED WITH GRASS SHALL BE A MAXIMUM OF 3:1.
DRAINAGE/EROSION CONTROL NOTES:
1. A PRE-CONSTRUCTION MEETING WITH THE TOWN OF GARNER AND WAKE COUNTY ENVIRONMENTAL INSPECTOR WILL BE REQUIRED
BEFORE BEGINNING ANY CONSTRUCTION.
2. INLET PROTECTION WILL BE PROVIDED AROUND EACH CATCH BASIN AND STORM INLET SHOWN ON THE CONSTRUCTION DRAWINGS.
3. ANY STORM DRAINAGE EASEMENTS LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE PROPERTY
OWNER AND SHALL BE DESIGNATED "PRIVATE DRAINAGE EASEMENT" ON A RECORDED PLAT.
4. SEE DRAINAGE DESIGN CHART ON SHEET D-2 OF FINAL CONSTRUCTION DRAWINGS FOR ALL ELEVATIONS, PIPES AND SLOPES.
5. TEMPORARY DITCH LINING INFORMATION SHOWN ON SHEET C-4 CONSTRUCTION DRAWINGS ALONG TDD LIMITS AS NEEDED.
6. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE IN ALL LOCATIONS.
7. ALL DOWNSPOUTS AND ROOF DRAINS SHALL BE HIDDEN AND TIED INTO THE NEAREST CATCH BASIN OR ROUTING PIPING AS
SHOWN. IN LIEU OF DIRECTION CONNECTIONS, ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
8. EROSION CONTROL PLANS SHALL BE APPROVED PRIOR TO ANY GRADING ON THIS SITE.
9. ANY DISTURBED AREA IN ZONE 2 WILL BE RE-STABILIZED PER REQUIRED TIMEFRAMES.
STORMWATER CONTAINMENT MANAGEMENT NOTES:
1. REFERENCE CONSTRUCTION DRAWINGS FOR STORMWATER CONTAINMENT MANAGEMENT DEVICES DESIGN INFORMATION.
2. BIORETENTION BASIN SHALL BE GRASSED/SODDED IN ACCORDANCE WITH TOWN OF GARNER AND WAKE COUNTY STORMWATER
REQUIREMENTS BY THE DEVELOPER AND ARE NOT SPECIFICALLY SHOWN ON THESE PLANS.
3. ONCE STORMWATER DEVICES ARE CONSTRUCTED, CONTRACTOR TO PROVIDE ASBUILT SURVEY OF CONTOURS, STRUCTURES
AND SPILLWAYS TO THE ENGINEER FOR THE REQUIRED ENGINEER'S CERTIFICATION.
4. REFERENCE GENERAL NOTES SHEET C-2.
5. STORMWATER CONTAINMENT MANAGEMENT DEVICE IS ACCESSED FROM A 20' MAINTENANCE EASEMENT FROM THE PARKING LOT
AND SURROUNDING THE DEVICE. THIS EASEMENT CONNECTS TO THE EXISTING 50' ACCESS AND UTILITY EASEMENT IN THE
SHARED ACCESS DRIVEWAY TO THE EAST OF THE SITE.
6. MAINTENANCE PLAN AND MEMORANDUM OF AGREEMENT ARE REQUIRED TO BE RECORDED AT THE WAKE COUNTY REGISTER OF
DEEDS PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
IMPERVIOUS AREA CALCULATIONS:
EXISTING IMPERVIOUS = 433 SF (SHARED DRIVEWAY ON PROPERTY)
NEW IMPERVIOUS AREAS WITHIN 2.26 AC PROJECT PROPERTY:
PROPOSED BUILDINGS = 4,200 SF
PROPOSED SIDEWALK/PADS/PAVEMENT = 13,640 SF
NEW IMPERVIOUS AREAS OUTSIDE PROJECT PROPERTY:
PROPOSED DRIVE = 0 SF
PROPOSED SIDEWALK = 385 SF
TOTAL PROPOSED IMPERVIOUS FOR PROJECT PROPERTY = 17,840 SF
ROOF DRAINAGE NOTES:
1. ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
2. A MAINTENANCE PLAN MUST BE DEVELOPED FOR ALL STORMWATER CONTROL MEASURES (SCMS) INSTALLED TO ACHIEVE
NITROGEN LOADING AND/OR FLOW ATTENUATING REQUIREMENTS AS PART OF THIS PROJECT.
3. AT THE CONCLUSION OF THE PROJECT, ALL SCMS INSTALLED ON-SITE MUST BE CERTIFIED BY A DESIGN PROFESSIONAL AND THE
TOWN OF GARNER ENGINEERING DEPARTMENT MUST RECEIVE ALL AS-BUILT DRAWINGS PRIOR TO RECEIVING THE CERTIFICATE OF
OCCUPANCY.
4. ALL ROOF DRAIN LEADRES/CONNECTION PIPES SHALL BE SCHEDULE 40 PVC WITH A MINIMUM DIAMETER OF 6" (FOR UP TO 4
DOWNSPOUT CONNECTIONS UPSTREAM), 8" (FOR UP TO 6 DOWNSPOUT CONNECTIONS UPSTREAM) OR 12" DIAMETER FOR MORE
THAN 6 CUMULATIVE DOWNSPOUT CONNECTIONS. CONTRACTOR TO USE 4" DIA SCHEDULE 40 PVC RISER SECTION AND 4" ROOF
DRAIN CONNECTOR FROM END OF DOWNSPOUT TO 6" DIA ROOF DRAIN PIPE. ALL ROOF DRAIN PIPES SHOULD BE GROUTED AT
CONNECTION WITH DROP OR CURB INLET STRUCTURE.
5. BUILDING FOUNDATION IS TO HAVE AN UNDERSLAB VAPOR BARRIER AS PER THE ARCHITECTURAL DETAILS. THIS BARRIER SHALL
BE COORDINATED WITH ALL UTILITIES AND ROOF DRAINAGE LINES TO PREVENT PUNCTURE AND MAINTAIN INTEGRITY.50' STREAM BUFFER15' BUFF
E
R
15' BUFFER25' BUFFERBUFFER
BIORETENTION CELL
TOP OF MEDIA: 326.0
1
0
'

D
AM
:

3
2
8
.
0
10
'
DAM
:

3
28
.0
SW
A
L
E

-
>
FFE: 331.0
FFE: 331.4
JB-1
FES-1
OUT-1
FES-2
JB-2
DI-1
DI-2
DI-3 20' PRIVATEUTIL.ESMT20' UTIL.ESMT
15' BUFFERNEW PROPERTY LINE25' FROM EX.PROPERTY BOUNDARY15' BUFFERTREE SAVE AREA
(CROSS HATCHED)
TREE SAVE AREA
(CROSS HATCHED)
PUB
LI
C
M
AI
N
T.
E
S
M
T
PERMANENT SWALE
TO BYPASS TEMP BASIN
220 LF GRASSED SWALE
NORTH AMERICAN GREEN
DS75 LINING OR EQUAL
50' CONSERVATION
20' PUBL
I
C
MAINT.ES
M
T
20' PUBLIC ACCESS
ESMT FOR SCM CONTINUES
THROUGH EXISTING 50' ACCESS
AND UTILITY EASEMENT TO
VILLAGE COURT
SCM
DO NOT ADD ANY BIORETENTION MEDIA UNTIL THE SITE IS COMPLETELY STABILIZED.
C-4A
1"=20'STORM DRAINAGE/GRADING PLANS
W
N
E
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES
1. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER, 2019, AND IS
IN NAD83 COORDINATE SYSTEM TIED TO NGVD88 VERTICAL DATUM.
2. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY FIELD OBSERVATION.
3. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006, BUT
DEVELOPMENT IS OUTSIDE THIS AREA.
4. NO CHANGES MAY BE MADE TO THE APPROVED DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE ISSUING AUTHORITY.
5. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF GARNER AND CITY OF RALEIGH UTILITY STANDARDS AND SPECIFICATIONS,
STATE AND LOCAL GOVERNING STANDARDS AND APPLICABLE CODE REQUIREMENTS.
6. NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND IN THE PLAN DESIGN DURING CONSTRUCTION.
7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE CONSTRUCTION BEGINS.
8. ALL BUILDINGS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS.
9. ALL SIGNAGE SHOWN IS SCHEMATIC AND SHALL BE CONSTRUCTED PER TOWN OF GARNER STANDARDS AND SHALL BE APPROVED
THROUGH THE INSPECTION DEPARTMENT.
10. REFERENCE GENERAL NOTES ON SHEET C-2.
SURVEY NOTES:
1. BEARINGS AND DISTANCES FOR PHASE PERIMETER ARE PROVIDED ON THE OVERALL SITE PLAN.
2. CONTOUR ELEVATIONS SHOWN WITHIN ROADWAY SURVEY AREA FOR THIS PHASE ARE FIELD
SURVEYED AND SHOWN AT 1' CONTOUR ELEVATION INTERVALS, TIED TO NAVG88 AND NAD83.
3. BOUNDARY INFORMATION AND BUILDING SETBACKS SHALL BE FIELD VERIFIED BY PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION STAKING AND FOOTING CONSTRUCTION BEGINS.
DEMOLITION NOTES:
1. REMOVE ANY EXISTING DRIVES AND STRUCTURES LOCATED WITHIN THIS PHASE OF DEVELOPMENT DURING DEMOLITION.
GRADING PLAN GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS, AND
EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND DESIGN MANUAL AND WAKE COUNTY S&EC PLAN REVIEW MANUAL.
2. SEE COVER SHEET AND SITE PLAN FOR ADDITIONAL NOTES APPLYING TO THIS PROJECT.
3. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER 2019, AND IS IN NAD 83 COORDINATE SYSTEM.
4. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006.
5. SEE SHEET D-2 FOR STORM DRAINAGE DESIGN INFORMATION.
6. STOCKPILE LOCATIONS WILL BE AS NEEDED AND DETERMINED IN THE FIELD DUE TO SOIL TYPES AND CONDITIONS. IF REQUIRED,
ADDITIONAL AREA OUTSIDE SITE DISTURBANCE AREA WILL BE SUBMITTED AND APPROVED BY WAKE COUNTY AND THE APPROPRIATE
DISTURBED AREA FEE PAID BY THE DEVELOPER.
7. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY GRADING ON THE SITE.
8. ALL HC SPACES AND ACCESSIBLE ROUTES SHALL CONFORM TO THE N.C. BUILDING CODE, VOLUME 1-C, ACCESSIBILITY CODE.
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF ANY EASEMENTS PRIOR TO OBTAINING THE
CERTIFICATE OF OCCUPANCY.
10. ALL GRADES SHOWN ARE FINISHED GRADES AND SHOULD INCLUDE LANDSCAPE MULCHING. NEVER FILL MULCH ABOVE THE FFE
(FINISHED FLOOR ELEVATION)
11. THE SIDEWALK SHALL MEET THE BUILDING AT FFE AT ALL ACCESS POINTS.
12. REFERENCE GENERAL NOTES ON SHEET C-2.
13. NOTE SPOT ELEVATIONS SHOWN ARE TO THE TOP OF FINISHED GRADE/LANDSCAPING. SUBGRADE IN PLANTING AREAS IS TO BE
LEFT DOWN BY 0.5' FROM GRADES SHOWN.
14. A TOWN BUILDING PERMIT IS REQUIRED WHEN A) ADJACENT TO A STRUCTURE, ANY RETAINING WALL LESS THAN 5' IN CUMULATIVE
VERTICAL RELIEF AND LOCATED CLOSER TO STRUCTURE THAN THE VERTICAL RELIEF, OR B) ANY RETAINING WALLS PROVIDING
CUMULATIVE VERTICAL RELIEF GREATER THAN 5' WITHIN A HORIZONTAL SEPARATION DISTANCE OF 50' OR LESS. WALLS REQUIRING
A BUILDING PERMIT SHALL BE DESIGNED UNDER THE RESPONSIBLE CHARGE OF A REGISTERED DESIGN PROFESSIONAL PER THE NC
BUILDING CODE, SECTION 1807.2.
15. ALL SLOPES TO BE VEGETATED WITH GRASS SHALL BE A MAXIMUM OF 3:1.
DRAINAGE/EROSION CONTROL NOTES:
1. A PRE-CONSTRUCTION MEETING WITH THE TOWN OF GARNER AND WAKE COUNTY ENVIRONMENTAL INSPECTOR WILL BE REQUIRED
BEFORE BEGINNING ANY CONSTRUCTION.
2. INLET PROTECTION WILL BE PROVIDED AROUND EACH CATCH BASIN AND STORM INLET SHOWN ON THE CONSTRUCTION DRAWINGS.
3. ANY STORM DRAINAGE EASEMENTS LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE PROPERTY
OWNER AND SHALL BE DESIGNATED "PRIVATE DRAINAGE EASEMENT" ON A RECORDED PLAT.
4. SEE DRAINAGE DESIGN CHART ON SHEET D-2 OF FINAL CONSTRUCTION DRAWINGS FOR ALL ELEVATIONS, PIPES AND SLOPES.
5. TEMPORARY DITCH LINING INFORMATION SHOWN ON SHEET C-4 CONSTRUCTION DRAWINGS ALONG TDD LIMITS AS NEEDED.
6. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE IN ALL LOCATIONS.
7. ALL DOWNSPOUTS AND ROOF DRAINS SHALL BE HIDDEN AND TIED INTO THE NEAREST CATCH BASIN OR ROUTING PIPING AS
SHOWN. IN LIEU OF DIRECTION CONNECTIONS, ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
8. EROSION CONTROL PLANS SHALL BE APPROVED PRIOR TO ANY GRADING ON THIS SITE.
9. ANY DISTURBED AREA IN ZONE 2 WILL BE RE-STABILIZED PER REQUIRED TIMEFRAMES.
STORMWATER CONTAINMENT MANAGEMENT NOTES:
1. REFERENCE CONSTRUCTION DRAWINGS FOR STORMWATER CONTAINMENT MANAGEMENT DEVICES DESIGN INFORMATION.
2. BIORETENTION BASIN SHALL BE GRASSED/SODDED IN ACCORDANCE WITH TOWN OF GARNER AND WAKE COUNTY STORMWATER
REQUIREMENTS BY THE DEVELOPER AND ARE NOT SPECIFICALLY SHOWN ON THESE PLANS.
3. ONCE STORMWATER DEVICES ARE CONSTRUCTED, CONTRACTOR TO PROVIDE ASBUILT SURVEY OF CONTOURS, STRUCTURES
AND SPILLWAYS TO THE ENGINEER FOR THE REQUIRED ENGINEER'S CERTIFICATION.
4. REFERENCE GENERAL NOTES SHEET C-2.
5. STORMWATER CONTAINMENT MANAGEMENT DEVICE IS ACCESSED FROM A 20' MAINTENANCE EASEMENT FROM THE PARKING LOT
AND SURROUNDING THE DEVICE. THIS EASEMENT CONNECTS TO THE EXISTING 50' ACCESS AND UTILITY EASEMENT IN THE
SHARED ACCESS DRIVEWAY TO THE EAST OF THE SITE.
6. MAINTENANCE PLAN AND MEMORANDUM OF AGREEMENT ARE REQUIRED TO BE RECORDED AT THE WAKE COUNTY REGISTER OF
DEEDS PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
IMPERVIOUS AREA CALCULATIONS:
EXISTING IMPERVIOUS = 433 SF (SHARED DRIVEWAY ON PROPERTY)
NEW IMPERVIOUS AREAS WITHIN 2.26 AC PROJECT PROPERTY:
PROPOSED BUILDINGS = 4,200 SF
PROPOSED SIDEWALK/PADS/PAVEMENT = 13,640 SF
NEW IMPERVIOUS AREAS OUTSIDE PROJECT PROPERTY:
PROPOSED DRIVE = 0 SF
PROPOSED SIDEWALK = 385 SF
TOTAL PROPOSED IMPERVIOUS FOR PROJECT PROPERTY = 17,840 SF
ROOF DRAINAGE NOTES:
1. ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
2. A MAINTENANCE PLAN MUST BE DEVELOPED FOR ALL STORMWATER CONTROL MEASURES (SCMS) INSTALLED TO ACHIEVE
NITROGEN LOADING AND/OR FLOW ATTENUATING REQUIREMENTS AS PART OF THIS PROJECT.
3. AT THE CONCLUSION OF THE PROJECT, ALL SCMS INSTALLED ON-SITE MUST BE CERTIFIED BY A DESIGN PROFESSIONAL AND THE
TOWN OF GARNER ENGINEERING DEPARTMENT MUST RECEIVE ALL AS-BUILT DRAWINGS PRIOR TO RECEIVING THE CERTIFICATE OF
OCCUPANCY.
4. ALL ROOF DRAIN LEADRES/CONNECTION PIPES SHALL BE SCHEDULE 40 PVC WITH A MINIMUM DIAMETER OF 6" (FOR UP TO 4
DOWNSPOUT CONNECTIONS UPSTREAM), 8" (FOR UP TO 6 DOWNSPOUT CONNECTIONS UPSTREAM) OR 12" DIAMETER FOR MORE
THAN 6 CUMULATIVE DOWNSPOUT CONNECTIONS. CONTRACTOR TO USE 4" DIA SCHEDULE 40 PVC RISER SECTION AND 4" ROOF
DRAIN CONNECTOR FROM END OF DOWNSPOUT TO 6" DIA ROOF DRAIN PIPE. ALL ROOF DRAIN PIPES SHOULD BE GROUTED AT
CONNECTION WITH DROP OR CURB INLET STRUCTURE.
5. BUILDING FOUNDATION IS TO HAVE AN UNDERSLAB VAPOR BARRIER AS PER THE ARCHITECTURAL DETAILS. THIS BARRIER SHALL
BE COORDINATED WITH ALL UTILITIES AND ROOF DRAINAGE LINES TO PREVENT PUNCTURE AND MAINTAIN INTEGRITY.50' STREAM BUFFER15' BUFF
E
R
15' BUFFERFFE: 331.4
JB-2
DI-1
DI-2
DI-3 20' PRIVATEUTIL.ESMT20' UTIL.ESMT
NEW PROPERTY LINE25' FROM EX.PROPERTY BOUNDARY
20' PUBL
I
C
MAINT.ES
M
T
20' PUBLIC ACCESS
ESMT FOR SCM CONTINUES
THROUGH EXISTING 50' ACCESS
AND UTILITY EASEMENT TO
VILLAGE COURT
DO NOT ADD ANY BIORETENTION MEDIA UNTIL THE SITE IS COMPLETELY STABILIZED.
C-4B
1"=20'STORM DRAINAGE/GRADING PLANS
W
N
E
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES
1. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER, 2019, AND IS
IN NAD83 COORDINATE SYSTEM TIED TO NGVD88 VERTICAL DATUM.
2. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY FIELD OBSERVATION.
3. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006, BUT
DEVELOPMENT IS OUTSIDE THIS AREA.
4. NO CHANGES MAY BE MADE TO THE APPROVED DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE ISSUING AUTHORITY.
5. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF GARNER AND CITY OF RALEIGH UTILITY STANDARDS AND SPECIFICATIONS,
STATE AND LOCAL GOVERNING STANDARDS AND APPLICABLE CODE REQUIREMENTS.
6. NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND IN THE PLAN DESIGN DURING CONSTRUCTION.
7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE CONSTRUCTION BEGINS.
8. ALL BUILDINGS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS.
9. ALL SIGNAGE SHOWN IS SCHEMATIC AND SHALL BE CONSTRUCTED PER TOWN OF GARNER STANDARDS AND SHALL BE APPROVED
THROUGH THE INSPECTION DEPARTMENT.
10. REFERENCE GENERAL NOTES ON SHEET C-2.
SURVEY NOTES:
1. BEARINGS AND DISTANCES FOR PHASE PERIMETER ARE PROVIDED ON THE OVERALL SITE PLAN.
2. CONTOUR ELEVATIONS SHOWN WITHIN ROADWAY SURVEY AREA FOR THIS PHASE ARE FIELD
SURVEYED AND SHOWN AT 1' CONTOUR ELEVATION INTERVALS, TIED TO NAVG88 AND NAD83.
3. BOUNDARY INFORMATION AND BUILDING SETBACKS SHALL BE FIELD VERIFIED BY PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION STAKING AND FOOTING CONSTRUCTION BEGINS.
DEMOLITION NOTES:
1. REMOVE ANY EXISTING DRIVES AND STRUCTURES LOCATED WITHIN THIS PHASE OF DEVELOPMENT DURING DEMOLITION.
STORMWATER CONTAINMENT MANAGEMENT NOTES:
1. REFERENCE CONSTRUCTION DRAWINGS FOR STORMWATER CONTAINMENT MANAGEMENT DEVICES DESIGN INFORMATION.
2. BIORETENTION BASIN SHALL BE GRASSED/SODDED IN ACCORDANCE WITH TOWN OF GARNER AND WAKE COUNTY STORMWATER
REQUIREMENTS BY THE DEVELOPER AND ARE NOT SPECIFICALLY SHOWN ON THESE PLANS.
3. ONCE STORMWATER DEVICES ARE CONSTRUCTED, CONTRACTOR TO PROVIDE ASBUILT SURVEY OF CONTOURS, STRUCTURES
AND SPILLWAYS TO THE ENGINEER FOR THE REQUIRED ENGINEER'S CERTIFICATION.
4. REFERENCE GENERAL NOTES SHEET C-2.
5. STORMWATER CONTAINMENT MANAGEMENT DEVICE IS ACCESSED FROM A 20' MAINTENANCE EASEMENT FROM THE PARKING LOT
AND SURROUNDING THE DEVICE. THIS EASEMENT CONNECTS TO THE EXISTING 50' ACCESS AND UTILITY EASEMENT IN THE
SHARED ACCESS DRIVEWAY TO THE EAST OF THE SITE.
6. MAINTENANCE PLAN AND MEMORANDUM OF AGREEMENT ARE REQUIRED TO BE RECORDED AT THE WAKE COUNTY REGISTER OF
DEEDS PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.25' BUFFERBUFFER
BIORETENTION CELL
TOP OF MEDIA: 326.0
1
0
'

D
AM
:

3
2
8
.
0
10
'
DAM
:

3
28
.0
SW
A
L
E

-
>
FFE: 331.0
JB-1
FES-1
OUT-1
FES-2
JB-2
15' BUFFER25' FROM EX.PROPERTY BOUNDARY15' BUFFERTREE SAVE AREA
(CROSS HATCHED)
TREE SAVE AREA
(CROSS HATCHED)
PUB
LI
C
M
AI
N
T.
E
S
M
T
PERMANENT SWALE
TO BYPASS TEMP BASIN
220 LF GRASSED SWALE
NORTH AMERICAN GREEN
DS75 LINING OR EQUAL
50' CONSERVATION
MAINT.ES
M
T
SCM
DO NOT ADD ANY BIORETENTION MEDIA UNTIL THE SITE IS COMPLETELY STABILIZED.C-6
S
W
N
E
1"=20'STORMWATER MANAGEMENT
Endangered Species, Threatened Species,Federal Species of Concern,
and Candidate Species,
Wake County, North Carolina
Updated: 06-27-2018
Common Name Scientific name Federal Record Status
Status
Vertebrate:
Bald eagle
Haliaeetus leucocephalus
BGPA
Current
Cape Fear shiner Range by Basin
Notropis mekistocholas
E
Current
Carolina madtom Range by Basin
Noturus furiosus
ARS
Current
Neuse River waterdog Range by
Necturus lewisi
ARS
Current
basin
Red -cockaded woodpecker
Picoides borealis
E
Current
Southern hognose snake
Heterodon simus
ARS
Obscure
Invertebrate:
Atlantic pigtoe Range by Basin
Fusconaia masoni
ARS
Current
Dwarf wedgemussel Range by
Alasmidonta heterodon
E
Current
basin
Green floater
Lasmigona subviridis
ARS
Current
Tar River spinymussel Range by_
Parvaspina steinstansana
E
Current
basin
Yellow lance Range by basin
Elliptic lanceolata
T
Current
Vascular Plant:
Bog spicebush
Lindera subcoriacea
ARS
Current
Michaux's sumac
Rhus michauxii
E
Current
Nonvascular Plant:
Lichen:
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to support

listing. (Formerly "C1" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
ARS = At Risk Species. Species that are Petitioned, Candidates or Proposed for Listing under the Endangered
Species Act. Consultation under Section 7(a)(2) of the ESA is not required for Candidate or Proposed species;
although a Conference, as described under Section 7(a)(4) of the ESA is recommended for actions affecting
species proposed for listing.
FSC=Federal Species of Concern. FSC is an informal term. It is not defined in the federal Endangered Species
Act. In North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service (Service)
define Federal Species of Concern as those species that appear to be in decline or otherwise in need of
conservation and are under consideration for listing or for which there is insufficient information to support
listing at this time.Subsumed under the term "FSC" are all species petitioned by outside parties and other
selected focal species identified in Service strategic plans, State Wildlife Action Plans, or Natural Heritage
Program Lists.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance
with another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered
or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land,
for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Eagle Protection Act (BGPA)_
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-
listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8,2007.
After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the
primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a
statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle
Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid
disturbing bald eagles. For mor information, visit http://www.fws,gQy/migratoryi2irds/baldeagie.
Threatened due to similarity of appearance(T(S/A))_
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New
York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to
Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the
collection and interstate and international commercial trade of bog turtles from the southern population. The
T(S/A) designation has no effect on land management activities by private landowners in North Carolina, part of
the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife
Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known
records (in adjacent counties), the presence of potentially suitable habitat, or both.