20060108 Ver 1_COMPLETE FILE_20060120

Q?QF WAT ?9oG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
O 'C Alan W. Klimek, P.E. Director
Division of Water Quality
April 7, 2006
DWQ Project # 06-0108
Pitt County
Mr. Tony Free
Days Construction
P.O. Box 1657
Murrells Inlet, SC 29576
Subject Property: Affordable Suites of Greenville
Green Mill Run [030305, 28-96, C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Tar-Pamlico
River Buffer Protection Rules (15A NCAC 2B .0259) with Additional Conditions
Dear Mr. Free:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.10 acres of wetland and 0.00 square feet (ft') of protected Zone 1 Neuse
River basin riparian buffer and 0.00 square feet (ft) of protected Zone 2 Neuse River basin riparian buffer
associated with the construction of the proposed two-story hotel on the subject property as described
within your application dated December 16, 2005 and received by the N.C. Division of Water Quality
(DWQ) on January 9, 2006, with additional information received by the DWQ on February 8, 2006.
After reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use Nationwide Permit(s) 18
(NW 18) when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your
approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0259.
In addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and
Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwetiands
;+r:I ?r
N C a R
An Equal Opportunity/Affirmative Action Employer- 50% Recycledr10% Post Consumer Paper
Days Construction
Page 2 of 3
April 7, 2006
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved nits Plan Location or Reference
404 Wetland 0.10 acres PCN page 8 of 13
Zone 1 TPBR Buffer Impacts 0.00 (square feet PCN page 11 of 13
Zone 2 TPBR Buffer Impacts 0.00 (square feet) PCN page 11 of 13
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the 404/401Permit Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H,
Section.0500;
6. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
Days Construction
Page 3 of 3
April 7, 2006
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit
web site at http://h2o.cnr.state.nc.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
7. Mitigation
You have indicated that you will be placing the conservation easements on the remaining 0.40 acres of
on-site riverine wetlands adjacent to Green Mill Run Tributary.
8. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate before
discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not possible, it may
be necessary to provide stormwater facilities that are considered to remove nitrogen. This may require
additional approval from this Office.
Written Stormwater Management Plan (No Further Plan Needed):
9. The final, written stormwater management plans (including a signed and notarized Operation and
Maintenance Agreement), must be implemented and the stormwater management facilities shall be
constructed and operational before any permanent building is occupied at the subject site. The
structural stormwater practices as approved by this Office as well as drainage patterns must be
maintained in perpetuity. No changes to the structural stormwater practices shall be made without
written authorization from the Division of Water Quality.
Certificate of Comnletion:
10. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650
Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or LAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Days Construction
Page 4 of 3
April 7, 2006
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Kyle Barnes in the DWQ Washington Regional Office at 252-946-6481.
AWK/Um
Enclosures: GC 3402
Certificate of Completion
cc: USACE Washington Regulatory Field Office
Kyle Barnes, DWQ Washington Regional Office
DLR Washington Regional Office
File Copy
Central Files
Robert M. White, Rivers & Associates, Inc., P.O,
Sincerely,
? 16??4
Alan W. Klimek, P.E.
Box 929, Greenville, NC 27835
Filename: 060108 AffordableSuitesOfGreenville(Pitt)401 _TPBR
(Page 1 of 4)
o(o- O\ O g

?IIIII lUlll l? ll? ll? ll? t1fl IPN I?? IIIV IUD ? IVl! I ll? l?
Doc ID: 000394740004 Type: CRP
Recorded: 03/22/2006 at 10:53:03 AM
Fee Amt: $23.00 Page 1 of 4
Pitt County, NC
Judy J. Tart Register of Deeds
eK2085 Pa707-710
w
13MP OPERATION AND MAINTENANCE AGREEMENT'
THIS AGREEMENT, made and entered into this 28`x' day of November, 20 05 , by and
between _ Premier Group Properties, Inc. hereinafter
(Insert Full Name of Owner)
called the "Landowner and the City of Greenville, hereinafter called the "City".
WITNESSETH, that

WHEREAS, the Landowner is the owner of certain real property described as
Pitt County, Tax Man No 4677 14 / Parcel ID No. 71090 as recorded by deed in the land
(Pitt County Tax Map / Parccl Identification Number)
records of Pitt County, North Carolina, Deed Book 2005 Page 60 ,
hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property; and
WHEREAS, the Site Plan/Subdivision Plan known as
Affordable Suites of Greenville
(Name of Plan/Development)
hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be
approved by the City, provides for detention of stormwater within the confines of the property;
and
WHEREAS, the City and the Landowner, its successors and assigns, including any
homeowners association, agree that the health, safety, and welfare of the residents of the City of
Greenville, North Carolina, require that on-site stormwater management/BMP facilities be
constructed and maintained on the Property; and
WHEREAS, the City requires that on-site stormwater management/BMP facilities as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors and
assigns, including any homeowners association.
NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants
contained herein, and the following terms and conditions, the parties hereto agree as follows:
' Return to: r4"O -
City of Greenville - Public Works Department, Engineering
1500 Beatty Street, Greenville, North Carolina 27834
Book:2085,Page:70
(Page 2 of 4)
1. The on-site stormwater management/BMP facilities shall be constructed by the
Landowner, its successors and assigns, in accordance with the plans and specifications
identified in the Plan.
2. The Landowner, its successors and assigns, including any homeowners association,
shall adequately maintain the stormwater management/BMP facilities in accordance with
the requirements of the City of Greenville's Stormwater Management Program, which
references the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, Water Quality Section, Stormwater Best Management
Practices Manual. This includes all pipes and channels built to convey stormwater to the
facility, as well as all structures, improvements, and vegetation provided to control the
quantity and quality of the stormwater. Adequate maintenance is herein defined as good
working condition so that these facilities are performing their design functions.
3. The Landowner, its successors and assigns, shall have a qualified professional as
defined by Title 9 Chapter 9 of Greenville City Code inspect the stormwater
management/BMP facility and maintain annual inspection reports. The purpose of the
inspection is to assure safe and proper functioning of the facilities. The inspection shall
cover the entire facilities, berms, outlet structure, pond areas; access roads, etc.
Deficiencies shall be noted in the inspection report. Annual reports shall be kept on
record for a minimum of five years and shall be made available to the City upon request.
4. The Landowner, its successors and assigns, hereby grant permission to the City, its
authorized agents and employees, to enter upon the Property and to inspect the
stormwatcr management/BMP facilities whenever the City deems necessary. The
purpose of inspection is to follow-up on reported deficiencies and/oIr to respond to citizen
complaints. The City shall provide the Landowner, its successors and assigns, copies of
the inspection findings and a directive to commence with the repairs if necessary.
5. In the event the Landowner, its successors and assigns, fails to maintain the
stormwater managemcnt/BMP facilities in good working condition acceptable to the
City, the City may enter upon the Property and take whatever steps necessary to correct
deficiencies identified in the inspection report and to charge the costs of such repairs to
the Landowner, its successors and assigns. This provision shall not be construed to allow
the City to erect any structure of permanent nature on the land of the Landowner outside
of the easement for the Stormwater management/BMP facilities. It is expressly
understood and agreed that the City is under no obligation to routinely maintain or repair
Book:2085,Page:70'
(Page 3 of 4)
said facilities, and in no event shall this Agreement be construed to impose any such
obligation on the City.
6. The Landowner, its successors and assigns, will perform the work necessary to keep
these facilities in good working order as appropriate. In the event a maintenance
schedule for the stormwater managementBMP facilities (including sediment removal) is
outlined on the approved plans, the schedule will be followed.
7. In the event the City pursuant to this Agreement, performs work of any nature, or
expends any funds in performance of said work for labor, use of equipment, supplies,
materials, and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred
by the City hereunder.
8. This Agreement imposes no liability of any kind whatsoever on the City and the
Landowner agrees to hold the City harmless from any liability in the event the
stormwater managementBMP facilities fail to operate properly.
9. This Agreement shall be recorded in the Registry of Deeds among the land records of
Pitt County, North Carolina, and shall constitute a covenant running with the Property,
and shall be binding on the Landowner, its administrators, executors, assigns, heirs and
any other successors in interests, including any homeowners association.
IN WITNESS WHEREOF, the parties hereto have executed this agreement on the day and year
first above written:
Premier Group Properties Inc,
A North Carolina Corporation
Secretary
(Type Title)
Book:2085,Page:70
Tony C Free
(Type Name)
(Page 4 of 4)
i
STATE OF S
COUNTY OF -"0 Agq
ZaW-Z , a Notary P or County,
certify that d 4 ` t` PJ personally came
before me this day and acknowledged that he (or she) is of
Premier Group Properties, Inc. _, a corporation, and that he (or she), as
being authorized to do so, executed the foregoing on behalf of the corporation.
hand and official seal, this the day of Off-y 20o5--
a??4 scr
OTARY PUBLIC
IvTyommission Expires: D
City of Greenville Pitt County, North Carolina
Company/Corporation/Partnership Name
By: k.,?
David T. Brown
(Type Name)
City Engineer
(Type Title)
STATE OF North Carolina
COUNTY OF Pitt
1, Robin M. Edwards, a Notary Public for Pitt County, North Carolina, certify that David T.
Brown personally came before me this day and acknowledged that he is City Engineer for The
City of Greenville, a corporation, and that he, as City Engineer, being authorized to do so,
executed the foregoing on behalf of the corporation.
.
NOTARY PUBLIC
Commission Expires:
my hand and official seal, this the
Z oY-'-day of , 20 No
0-
0?" Zoo
Ap a. o Fo
G,
City Attorney
2- /21/06
Date
Dook:2085,Page:70
(Page 1 of 4)
OLo-ID 108
11111111HUIIIII IIIIIANIAN109il1II11
Doc ID: 000394740004 Type: CRP
Recorded: 03/22/2000 at 30:53:03 AM
Fee Amt: $23.00 Page 3 of 4
Pitt County, NC
Judy J. Tart Realater of Ceeds
BK2085 Pa707-710
U

BMP OPERATION AND MAINTENANCE AGREEMENT'
THIS AGREEMENT, made and entered into this 28`x' day of November , 20 05 , by and
between Premier Group Properties, Inc. hereinafter
(Insert Full Name of Owner)
called the "Landowner and the City of Greenville, hereinafter called the "City".
WITNESSETH, that
L. .
WHEREAS, the Landowner is the owner of certain real property described as
Pitt County Tax Man No. 4677.14 /Parcel ID No. 71090 as recorded by deed in the land
(Pitt County Tax Map / Parcel Identification Number)
records of Pitt County, North Carolina, Deed Book 2005 Page 60 ,
hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property; and
WHEREAS, the Site Plan/Subdivision Plan known as
Affordable Suites of Greenville
(Name of Plan/Development)
hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be
approved by the City, provides for detention of stormwater within the confines of the property;
and
WHEREAS, the City and the Landowner, its successors and assigns, including any
homeowners association, agree that the health, safety, and welfare of the residents of the City of
Greenville, North Carolina, require that on-site stormwater management/BMP facilities be
constructed and maintained on the Property; and
WHEREAS, the City requires that on-site stormwater management/BMP facilities as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors and
assigns, including any homeowners association.
NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants
contained herein, and the following terms and conditions, the parties hereto agree as follows:
' Return to: f" flo-k. _
City of Greenville - Public Works Department, Engineering
1500 Beatty Street, Greenville, North Carolina 27834
Book:2085,Page:70
(Page 2 of 4)
1. The on-site stormwater management/BMP facilities shall be constructed by the
Landowner, its successors and assigns, in accordance with the plans and specifications
identified in the Plan.
2. The Landowner, its successors and assigns, including any homeowners association,
shall adequately maintain the stormwater management/BMP facilities in accordance with
the requirements of the City of Greenville's Stormwater Management Program, which
references the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, Water Quality Section, Stormwater Best Management
Practices Manual. This includes all pipes and channels built to convey stormwater to the
facility, as well as all structures, improvements, and vegetation provided to control the
quantity and quality of the stormwater. Adequate maintenance is herein defined as good
working condition so that these facilities are performing their design functions.
3. The Landowner, its successors and assigns, shall have a qualified professional as
defined by Title 9 Chapter 9 of Greenville City Code inspect the stormwater
management/BMP facility and maintain annual inspection reports. The purpose of the
inspection is to assure safe and proper functioning of the facilities. The inspection shall
cover the entire facilities, berms, outlet structure, pond areas, access roads, etc.
Deficiencies shall be noted in the inspection report. Annual reports shall be kept on
record for a minimum of five years and shall be made available to the City upon request.
4. The Landowner, its successors and assigns, hereby grant permission to the City, its
authorized agents and employees, to enter upon the Property and to inspect the
stormwater management/BMP facilities whenever the City deems necessary. The
purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen
complaints. The City shall provide the Landowner, its successors and assigns, copies of
the inspection findings and a directive to commence with the repairs if necessary.
5. In the event the Landowner, its successors and assigns, fails to maintain the
stormwater management/BMP facilities in good working condition acceptable to the
City, the City may enter upon the Property and take whatever stew necessary to correct
deficiencies identified in the inspection report and to charge the costs of such repairs to
the Landowner, its successors and assigns. This provision shall not be construed to allow
the City to erect any structure of permanent nature on the land of the Landowner outside
of the easement for the stormwater management/BMP facilities. It is expressly
understood and agreed that the City is under no obligation to routinely maintain or repair
Book:2085,Page:70'
(Page 3 of G)
said facilities, and in no event shall this Agreement be construed to impose any such
obligation on the City.
6. The Landowner, its successors and assigns, will perform the work necessary to keep
these facilities in good working order as appropriate. In the event a maintenance
schedule for the stormwater management/BMP facilities (including sediment removal) is
outlined on the approved plans, the schedule will be followed.
7. In the event the City pursuant to this Agreement, performs work of any nature, or
expends any funds in performance of said work for labor, use of equipment, supplies,
materials, and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred
by the City hereunder.
8. This Agreement imposes no liability of any kind whatsoever on the City and the
Landowner agrees to hold the City harmless from any liability in the event the
stormwater management/BMP facilities fail to operate properly.
9. This Agreement shall be recorded in the Registry of Deeds among the land records of
Pitt County, North Carolina, and shall constitute a covenant running with the Property,
and shall be binding on the Landowner, its administrators, executors, assigns, heirs and
any other successors in interests, including any homeowners association.
IN WITNESS WHEREOF, the parties hereto have executed this agreement on the day and year
first above written:
Premier Group Properties Inc.
A North Carolina Corporation
Company/Cq;poration/Parnership Name
By:
Tony C. Free
(Type Name)
Secretary
(Type Title)
Hook:2085,Page:70
(Page 4 of 4)
i
STATE OF
COUNTY OF
I, , a Notary P ls,?or County,
_, certify that Q7d,l t'-tJ personally came
11
before me this day and acknowledged that lie (or she) is of
Premier Group Properties, Inc. _, a corporation, and that he (or she), as
. being authorized to do so, executed the foregoing on behalf of the corporation.
hand and official seal, this the day of QcfC , 20?
OTARY PUBLIC
sion Expires: 1/0
City of Greenville Pitt County, North Carolina
Company/Corporation/Partnership Name
By: 'Iola
David T. Brown
(Type Name)
Cijy Engineer
(Type Title)
STATE OF North Carolina
COUNTY OF Pitt
I, Robin M. Edwards, a Notary Public for Pitt County, North Carolina, certify that David T.
Brown personally came before me this day and acknowledged that he is City Engineer for The
City of Greenville, a corporation, and that he, as City Engineer, being authorized to do so,
executed the foregoing on behalf of the corporation.
my hand and official seal, this the day of , 20 a(p
7?
NOTARY PUBLIC
y Commission Expires:
r) 2
Appro-vqd a. o Fo
G.
City Attorney
2121/06
Date
Dook:2085,Page:70
(Page 1 of 4)
I?Illlli??ll?[??II?IfJI?l??lll?K?lVIII??{?{{{?{??If
Doc ID: 000394740004 Type: CRP
Recorded: 03/22/2000 at 10:53:03 AM
Fee Amt: $23.00 Page 1 of 4
Pitt County, NC
Judy J. Tart Register of Deeds
13K2085 Pc;707-710
DLo-Ok012
o.?z
?tilhf•( •i :? ! 0115
STOV!X,;
BMP OPERATION AND MAINTENANCE AGREEMENT'
THIS AGREEMENT, made and entered into this 28ei day of November , 20 05 , by and
between _ Premier Group Properties, Inc, hereinafter
(Insert Full Name of Owner)
called the "Landowner and the City of Greenville, hereinafter called the "City".
WITNESSETH, that
L
WHEREAS, the Landowner is the owner of certain real property described as
Pitt County Tax Mai) No 4677.14 / Parcel ID No. 71090 as recorded by deed in the land
(Pitt County Tax Map / Parcel Identification Number)
records of Pitt County, North Carolina, Deed Book 2005 Page 60 ,
hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property; and
WHEREAS, the Site Plan/Subdivision Plan known as
Affordable Suites of Greenville
(Name of Plan/Development)
hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be
approved by the City, provides for detention of stormwater within the confines of the property;
and
WHEREAS, the City and the Landowner, its successors and assigns, including any
homeowners association, agree that the health, safety, and welfare of the residents of the City of
Greenville, North Carolina, require that on-site stormwater management/BMP facilities be
constructed and maintained on the Property; and
WHEREAS, the City requires that on-site stormwater management/BMP facilities as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors and
assigns, including any homeowners association.
NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants
contained herein, and the following terms and conditions, the parties hereto agree as follows:
' Return to: rc) .11L
City of Greenville - Public Works Department, Engineering
1500 Beatty Street, Greenville, North Carolina 27834
Book:2085,Page:70
(Page 2 of 4)
1. The on-site stormwater management/BMP facilities shall be constructed by the
Landowner, its successors and assigns, in accordance with the plans and specifications
identified in the Plan.
2. The Landowner, its successors and assigns, including any homeowners association,
shall adequately maintain the stormwater management/BMP facilities in accordance with
the requirements of the City of Greenville's Stormwater Management Program, which
references the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, Water Quality Section, Stormwater Best Management
Practices Manual. This includes all pipes and channels built to convey stormwater to the
facility, as well as all structures, improvements, and vegetation provided to control the
quantity and quality of the stormwater. Adequate maintenance is herein defined as good
working condition so that these facilities are performing their design functions.
3. The Landowner, its successors and assigns, shall have a qualified professional as
defined by Title 9 Chapter 9 of Greenville City Code inspect the stormwater
management/BMP facility and maintain annual inspection reports. The purpose of the
inspection is to assure safe and proper functioning of the facilities. The inspection shall
cover the entire facilities, berms, outlet structure, pond areas, access roads, etc.'
Deficiencies shall be noted in the inspection report. Annual reports shall be kept on
record for a minimum of five years and shall be made available to the City upon request.
4. The Landowner, its successors and assigns, hereby grant permission to the City, its
authorized agents and employees, to enter upon the Property and to inspect the
stormwater management/BMP facilities whenever the City deems necessary. The
purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen
complaints. The City shall provide the Landowner, its successors and assigns, copies of
the inspection findings and a directive to commence with the repairs if necessary.
5. In the event the Landowner, its successors and assigns, fails to maintain the
stormwater management/BMP facilities in good working condition acceptable to the
City, the City may enter upon the Property and take whatever steps necessary to correct
deficiencies identified in the inspection report and to charge the costs of such repairs to
the Landowner, its successors and assigns. This provision shall not be construed to allow
the City to erect any structure of permanent nature on the land of the Landowner outside
of the easement for the stormwater management/BMP facilities. It is expressly
understood and agreed that the City is under no obligation to routinely maintain or repair
Dook:2085,Page:70'
(Page 3 of 4)
said facilities, and in no event shall this Agreement be construed to impose any such
obligation on the City.
6. The Landowner, its successors and assigns, will perform the work necessary to keep
these facilities in good working order as appropriate. In the event a maintenance
schedule for the stormwater management/BMP facilities (including sediment removal) is
outlined on the approved plans, the schedule will be followed.
7. In the event the City pursuant to this Agreement, performs work of any nature, or
expends any funds in performance of said work for labor, use of equipment, supplies,
materials, and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred
by the City hereunder.
8, This Agreement imposes no liability of any kind whatsoever on the City and the
Landowner agrees to hold the City harmless from any liability in the event the
stormwater management/BMP facilities fail to operate properly.
9. This Agreement shall be recorded in the Registry of Deeds among the land records of
Pitt County, North Carolina, and shall constitute a covenant running with the Property,
and shall be binding on the Landowner, its administrators, executors, assigns, heirs and
any other successors in interests, including any homeowners association.
IN WITNESS WHEREOF, the parties hereto have executed this agreement on the day and year
first above written:
Premier Group Properties Inc,
A North Carolina Corporation
Secretary
(Type Title)
Book:2085,Page:70
Tony C. Free
(Type Name)
(Page 4 of 4)
i
STATE OF
COUNTY OF
a Notary or County,
certify that ?PJ personally came
before me this day and acknowledged that he (or she) is of
Premier Group Properties, Inc. _, a corporation, and that he (or she), as
being authorized to do so, executed the foregoing on behalf of the corporation.
hand and official seal, this the Al"t-day of QeL 20,0 5--
CH
f oy?'' E,Qr`
146TARY PUBLIC
Vymn
mission Expires: /?)q / 1/0
City of Greenville, Pitt County, North Carolina
Company/Corporation/Partnership Name
By: AIX ?. ...,1
David T. Brown
(Type Name)
City! Engineer
(Type Title)
STATE OF North Carolina
COUNTY OF Pitt
I, Robin M. Edwards, a Notary Public for Pitt County, North Carolina, certify that David T.
Brown personally came before me this day and acknowledged that he is City Engineer for The
City of Greenville, a corporation, and that he, as City Engineer, being authorized to do so,
executed the foregoing on behalf of the corporation.
hand and official seal, this the W-"-day of 200(a
7?. &aA?
NOTARY.PUBLIC
ision Expires:
6)?,, 7_00
Appro-wd a. o Fo
G.
M?-
City Attorney
2.12 1/0?
Date
Dook:2085,Page:70
(Page 1 of 4)
11111WI N' 19111111111'11111VI1110l1 111
Doc ID: 000394740004 Type: CRP
Recorded: 03/22/2008 at 10:63:03 AM
Fee Amt: $23.00 Page 1 of 4
Pitt County, NC
Judy J. Tart Repiater of coeds
BK2085 pc, O / -710
06- 01019
RFD r t `I: i
FI','w (' "L!TY
BMP OPERATION AND MAINTENANCE AGREEMENT'
THIS AGREEMENT, made and entered into this 286 day of November , 20 05 , by and
between Premier Group Properties, Inc. hereinafter
(Insert Full Name of Owner)
called the "Landowner and the City of Greenville, hereinafter called the "City".
WITNESSETH, that

WHEREAS, the Landowner is the owner of certain real property described as
Pitt County Tax Map No 4677.14 /Parcel ID No. 71090 as recorded by deed in the land
(Pitt County Tax Map / Parcel Identification Number)
records of Pitt County, North Carolina, Deed Book 2005 Page 60 ,
hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property; and
WHEREAS, the Site Plan/Subdivision Plan known as
Affordable Suites of Greenville
(Name of Plan/Development)
hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be
approved by the City, provides for detention of stormwater within the confines of the property;
and
WHEREAS, the City and the Landowner, its successors and assigns, including any
homeowners association, agree that the health, safety, and welfare of the residents of the City of
Greenville, North Carolina, require that on-site stormwater management/BMP facilities be
constructed and maintained on the Property; and
WHEREAS, the City requires that on-site stormwater management/BMP facilities as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors and
assigns, including any homeowners association.
NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants
contained herein, and the following terms and conditions, the parties hereto agree as follows:
Return to: 17(`,
City of Greenville - Public Works Department, Engineering
1500 Beatty Street, Greenville, North Carolina 27834
Book:2085,Page:70
(Page 2 of 4)
1. The on-site stormwater management/BMP facilities shall be constructed by the
Landowner, its successors and assigns, in accordance with the plans and specifications
identified in the Plan.
2. The Landowner, its successors and assigns, including any homeowners association,
shall adequately maintain the stormwater management/BMP facilities in accordance with
the requirements of the City of Greenville's Stormwater Management Program, which
references the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, Water Quality Section, Stormwater Best Management
Practices Manual. This includes all pipes and channels built to convey stormwater to the
facility, as well as all structures, improvements, and vegetation provided to control the
quantity and quality of the stormwater. Adequate maintenance is herein defined as good
working condition so that these facilities are performing their design functions.
3. The Landowner, its successors and assigns, shall have a qualified professional as
defined by Title 9 Chapter 9 of Greenville City Code inspect the stormwater
managementBMP facility and maintain annual inspection reports. The purpose of the
inspection is to assure safe and proper functioning of the facilities. The inspection shall
cover the entire facilities, berms, outlet structure, pond areas, access roads, etc.
Deficiencies shall be noted in the inspection report. Annual reports shall be kept on
record for a minimum of five years and shall be made available to the City upon request.
4. The Landowner, its successors and assigns, hereby grant permission to the City, its
authorized agents and employees, to enter upon the Property and to inspect the
stormwater managementBMP facilities whenever the City deems necessary. The
purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen
complaints. The City shall provide the Landowner, its successors and assigns, copies of
the inspection findings and a directive to commence with the repairs if necessary.
5. In the event the Landowner, its successors and assigns, fails to maintain the
stormwater managemcntBMP facilities in good working condition acceptable to the
City, the City may enter upon the Property and take whatever steps necessary to correct
deficiencies identified in the inspection report and to charge the costs of such repairs to
the Landowner, its successors and assigns. This provision shall not be construed to allow
the City to erect any structure of permanent nature on the land of the Landowner outside
of the easement for the stormwater management/BMP facilities. It is expressly
understood and agreed that the City is under no obligation to routinely maintain or repair
Dook:2085,Page:70'
(Page 3 of 4)
said facilities, and in no event shall this Agreement be construed to impose any such
obligation on the City.
6. The Landowner, its successors and assigns, will perform the work necessary to keep
these facilities in good working order as appropriate. In the event a maintenance
schedule for the stormwater managementBMP facilities (including sediment removal) is
outlined on the approved plans, the schedule will be followed.
7. In the event the City pursuant to this Agreement, performs work of any nature, or
expends any funds in performance of said work for labor, use of equipment, supplies,
materials, and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred
by the City hereunder.
8. This Agreement imposes no liability of any kind whatsoever on the City and the
Landowner agrees to hold the City harmless from any liability in the event the
stormwater managementBMP facilities fail to operate properly.
9. This Agreement shall be recorded in the Registry of Deeds among the land records of
Pitt County, North Carolina, and shall constitute a covenant running with the Property,
and shall be binding on the Landowner, its administrators, executors, assigns, heirs and
any other successors in interests, including any homeowners association.
IN WITNESS WHEREOF, the parties hereto have executed this agreement on the day and year
first above written:
Premier Group Properties Inc,
A North Carolina Corporation
Company/Cgporation/Partnership Name
By:
Tony C. Free
(Type Name)
Secretary
(Type Title)
Dook:2085,Page:70
(Page a of a)
STATE OF S.
COUNTY OF
a Notary P lis for County,
certify that ??t1? /`} ?? personally came
before me this day and acknowledged that lie (or she) is of
Premier Group Properties, Inc. _, a corporation, and that he (or she), as
being authorized to do so, executed the foregoing on behalf of the corporation.
"My hand and official seal, this the ? day of ?? . 20=
L.'
`; r r
146TARY PUBLIC
ommission Expires: 1/0
City of Greenville Pitt County North Carolina
Company/Corporation/Partnership Name
By: ?Ql???'-n-
David T. Brown
(Type Name)
City Engineer
(Type Title)
STATE OF North Carolina
COUNTY OF Pitt
I, Robin M. Edwards, a Notary Public for Pitt County, North Carolina, certify that David T.
Brown personally came before me this day and acknowledged that he is City Engineer for The
City of Greenville, a corporation, and that he, as City Engineer, being authorized to do so,
executed the foregoing on behalf of the corporation.
my hand and official seal, this the W-'-day of 20 NO
7?
NOTARY PUBLIC
Commission Expires:
02, 700
oFo
Approwd
G,
City Attorney
212 1/06
Date
Book:2085,Page:70
(Page 1 of 4)
18111111??14? l? loll ll?I ?I? I?81?{ nIV ? l? l?4! I Illl {? III
Doc ID: 000394740004 TVpe: CRP
Recorded: 03/22/2008 at 30:53:03 AM
Fee Amt: $23.00 Page 1 of 4
Pitt County, NC
Judv J. Tart Regiater of needs
BK2085 Pa707-710
ou -ato$
Uo C?i:1(

BMP OPERATION AND MAINTENANCE AGREEMENT'
THIS AGREEMENT, made and entered into this 28`x' day of November , 20 05 , by and
between Premier Group Properties, Inc. hereinafter
(Insert Full Name of Owner)
called the "Landowner and the City of Greenville, hereinafter called the "City".
WITNESSETH, that
k. ?
WHEREAS, the Landowner is the owner of certain real property described as
Pitt County Tax Man No, 4677.14 /Parcel ID No. 71090 as recorded by deed in the land
(Pitt County Tax Map / Parcel Identification Number)
records of Pitt County, North Carolina, Deed Book 2005 Page 60 .
hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property; and
WHEREAS, the Site Plan/Subdivision Plan known as
Affordable Suites of Greenville
(Name of Plar /Development)
hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be
approved by the City, provides for detention of stormwater within the confines of the property;
and
WHEREAS, the City and the Landowner, its successors and assigns, including any
homeowners association, agree that the health, safety, and welfare of the residents of the City of
Greenville, North Carolina, require that on-site stormwater management/BMP facilities be
constructed and maintained on the Property; and
WHEREAS, the City requires that on-site stormwater management/BMP facilities as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors and
assigns, including any homeowners association.
NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants
contained herein, and the following terms and conditions, the parties hereto agree as follows:
Return to: rl'O-d-
City of Greenville - Public Works Department, Engineering
1500 Beatty Street, Greenville, North Carolina 27834
Book:2085,Page:70
(Page 2 of 4)
1. The on-site stormwater management/BMP facilities shall be constructed by the
Landowner, its successors and assigns, in accordance with the plans and specifications
identified in the Plan.
2. The Landowner, its successors and assigns, including any homeowners association,
shall adequately maintain the stormwater management/BMP facilities in accordance with
the requirements of the City of Greenville's Stormwater Management Program, which
references the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, Water Quality Section, Stormwater Best Management
Practices Manual. This includes all pipes and channels built to convey stormwater to the
facility, as well as all structures, improvements, and vegetation provided to control the
quantity and quality of the stormwater. Adequate maintenance is herein defined as good
working condition so that these facilities are performing their design functions.
3. The Landowner, its successors and assigns, shall have a qualified professional as
defined by Title 9 Chapter 9 of Greenville City Code inspect the stormwater
managementBMP facility and maintain annual inspection reports. The purpose of the
inspection is to assure safe and proper functioning of the facilities. The inspection shall
cover the entire facilities, berms, outlet structure, pond areas; access roads, ctc.
Deficiencies shall be noted in the inspection report. Annual reports shall be kept on
record for a minimum of five years and shall be made available to the City upon request.
4. The Landowner, its successors and assigns, hereby grant permission to the City, its
authorized agents and employees, to enter upon the Property and to inspect the
stormwater managementBMP facilities whenever the City deems necessary. The
purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen
complaints. The City shall provide the Landowner, its successors and assigns, copies of
the inspection findings and a directive to commence with the repairs if necessary.
5. In the event the Landowner, its successors and assigns, fails to maintain the
stormwater managemcntBMP facilities in good working condition acceptable to the
City, the City may enter upon the Property and take whatever steps necessary to correct
deficiencies identified in the inspection report and to charge the costs of such repairs to
the Landowner, its successors and assigns. This provision shall not be construed to allow
the City to erect any structure of permanent nature on the land of the Landowner outside
of the easement for the stormwater management/BMP facilities. It is expressly
understood and agreed that the City is under no obligation to routinely maintain or repair
nook:2085,Page:70'
(Page 3 of 4)
said facilities, and in no event shall this Agreement be construed to impose any such
obligation on the City.
6. The Landowner, its successors and assigns, will perform the work necessary to keep
these facilities in good working order as appropriate. In the event a maintenance
schedule for the stormwater management/BMP facilities (including sediment removal) is
outlined on the approved plans, the schedule will be followed.
7. In the event the City pursuant to this Agreement, performs work of any nature, or
expends any funds in performance of said work for labor, use of equipment, supplies,
materials, and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred
by the City hereunder.
8. This Agreement imposes no liability of any kind whatsoever on the City and the
Landowner agrees to hold the City harmless from any liability in the event the
stormwater management/BMP facilities fail to operate properly.
9. This Agreement shall be recorded in the Registry of Deeds among the land records of
Pitt County, North Carolina, and shall constitute a covenant running with the Property,
and shall be binding on the Landowner, its administrators, executors, assigns, heirs and
any other successors in interests, including any homeowners association.
IN WITNESS WHEREOF, the parties hereto have executed this agreement on the day and year
first above written:
Premier Group Properties Inc.
A North Carolina Corporation
Secretary
(Type Title)
Book:2085,Page:70
Tony C Free
(Type Name)
(Page 4 of 4)
i
STATE OF
COUNTY OF e12V -/- lZawe_ a Notary P lor County,
certify that ,v.tlc.,o eP..J personally came
before me this day and acknowledged that he (or she) is of
Premier Group Properties, Inc. _, a corporation, and that he (or she), as
being authorized to do so, executed the foregoing on behalf of the corporation.
rq--my hand and official seal, this the /441*-day of d&C-1 , 20
f% 1% V A
p "r ? r
OTARY PUBLIC
y ommission Expires:
qty of Greenville Pi County. North Carolina
Company/Corporation/Partnership Name
By: '10,12
David T. Brown
(Type Name)
City Engineer
(Type Title)
STATE OF North Carolina
COUNTY OF Pitt
I, Robin M. Edwards, a Notary Public for Pitt County, North Carolina, certify that David T.
Brown personally came before me this day and acknowledged that he is City Engineer for The
City of Greenville, a corporation, and that he, as City Engineer, being authorized to do so,
executed the foregoing on behalf of the corporation.
hand and official seal, this the W'-'-day of , 200(a
_i ?- 1?. &m J4-)
NOTARY PUBLIC
Approwd a. o Fo
City Attorney
ision Expires:
0 7,, Zoo
2121/06
Date
I3ook:2085,Page:70
Office Use Only: Fomn Version March 05
X0030108
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NTV 18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information n' ((? ' /
1. Owner/Applicant Information
Name: Days Construction
Mailing Address: P.O. Box 1657
Murrells Inlet. SC 29576
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: TonyFreePSC.rr.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Robert M. White, Environmental Project Manager
Company Affiliation: Rivers & Associates, Inc.
Mailing Address: P.O. Box 929
Greenville, NC 27835
Telephone Number: 252-752-4135 Fax Number: 252-752-3974
E-mail Address: bivhite(oDriversandassociates.conz
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Days Construction Affordable Suites of Greenville
2. T.I.P. Project Number or State Project Number (NCDOT Only):
N/A
3. Property Identification Number (Tax PIN): Pitt Co. Tax Parcel 58806
4. Location
County: Pitt Nearest Town: Greenville
Subdivision name (include phase/lot number): Lake Ellsworth
Directions to site (include road numbers/names, landmarks, etc.): Property is located oil
corner o US Hi hivay 13 (Dickinson Ave) and Daiisey Rd in Greenville, NC. Site extends
southward from Dansey Rd to center line of streani prof le ditch.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.591199 °N 77.408710 °W
6. Property size (acres): 123,802 square ft (2.84 acres)
7. Name of nearest receiving body of water: Green Mill Run
8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/naps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently a partially cleared vacant lot in a
Page 6 of 13
residential area with approximately S acres of wetlands bordering a tributary from Lake
Ellsworth to Green Mill Run.
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of constructing a 2-story building mid parking lot lvith utilities and
stormwater nranayement The site will be filled so the finished floor is above the 100-year
jloodplain Construction equipment will include a dozer, excavator, motor Zrader, and
vibrating roller.
11. Explain the purpose of the proposed work: Construction o a 2 story hotel.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 7 of 13
1. Provide a written description of the proposed impacts:
Fill of an approximate 4,356 ware foot (0.10 acre) tract of tivetland.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
senarately list impacts due to both structure and flooding.

Wetland Impact
Number
(indicate on map)

Type of Impact of Wetland
Type
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within

100-year
F(yes/no)
(yes/no) Distance to

Nearest
Stream
linear feet) Area of

Impact
(acres)
1 Fill Forested Yes 130.5 ft 0.10

Total Wetland Impact (acres) 0.10
3. List the total acreage (estimated) of all existing wetlands on the property: 0.50 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Intermittent. Perennial t? Average
Stream Width
Before Impact Impact
Length
(linear feet Area of
Impact
acres
None

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact v v
Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)
Page 8 of 13
None
Total Open Water Impact (acres)
List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0
Wetland Impact (acres): 0.10
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.10
Total Stream Impact (linear feet): 0
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The proposed building has been
located in the eastern end of the site to avoid tivetland impacts. Additionally, access to the site is
offDansey Road rather to avoid impacts in the south end of the site along Dickensofi Ave.
Page 9 of 13
VIII. Mitigation
DWQ In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
littp:/ih2o.enr.statc.nc.us/ncwctlands/stniigide.liti-nl.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
_ Placement of conservation easement on remaining 0.40 acre riverine wetlands adlaceiit
to Green Mill Run tributary. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/indcx.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 10 of 13
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an enviromnental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify N/A )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact I Required
Zone* ,..,,,.. _e I Multiplier r4,'+', #,*-.,
3 (2 for Catawba)
1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
3. If buffer mitigation is required, please
Donation of Property, Riparian Buffer
Riparian Buffer Restoration Fund). Plc
within 15A NCAC 213 .0242 or.0244, or
discuss what type of mitigation is proposed (i.e.,
Restoration / Enhancement, or Payment into the
ase attach all appropriate information as identified
.0260. Buffer mitigation not required
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. Proposed inipervious acreage encompasses approximately 26% of the total acreage
on site (0 74 acres/2.84 acres). Stormwater management will be implemented to reduce the
nutrient loading to below the approved levels and to attenuate the runofff'om the 1-year storm
event to pre-developed levels.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Mastewater from this site will be piped to the Greenville Utilities commission WWTF (Permit
No NC 002393 where it will be treated and discharged into the Tar River.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? I\To
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: It is not
likely that the proposed project will result in additional downstream development as the business
caters to non-local individuals. The proposed use does not encourage support-type business.
Page 12 of 13
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
I
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SMALL EvERGFLW rREES 20 (16 ?RONDfD)
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RrOIIRED SCREWG9'O VECCIADO't (425 LF) BJfFD? RO E
LARCE.EVEROPLEN ALES 17
SMALL EVERGr EN NESS 26
EVERGREEN SHRUBS 68
* REQUIRED VEDETATON LOCATED N EASWCUTS
SCllFT TREES ALONG DICYBSON
BI9EERYARO ALONG NORTHOW PROPERTY LANE
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A Amwm PLANr STIES SHALL Be N ACCORDANCE win NE
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W' SECDOY 9-4-2670
& No PDRDaI GFANY PARI:WD AREA NCLUGAO ANY CPoVEWAr
PARXNC SPAQ BMW ASE OR NRNIHO AREA SHALL BE LCCA TED
Mo"f THAN I"ry (JO) FEET FRQV AN ON-SRO SMALL TREE CR MCRE
THAN SFN TY-PILE (75) FEET FRGV AN CN-sTE LARGE TREE
FOR PURPOSES OF THIS SECNQL THE MEASURWENT SHALL BE
lFOM THE FARDMsr EDGE LP THE sueccr AREA To TIE (ENTER
OF BE EASE W THE CLOSEST CUAWIVIO TREE
C 57E PLAN APPROVAL FROM ATE RE9'ECRtE MSLMAT Ham? WALL
BE CONSTRUED AS APPROVAL OF ALL ORMCIRAFR7$ AS SNOW
ON IMS FLM4 (SEE Now ON ITM I.C.
& THE FWCO OWGBTA AN WA TALS AT USDD BY MVUON NAME 9WL
CQ.SPTUIE Nor MORE SUN 1 Tr-mr W Pa?MTOr Aa;OM
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A LARGEAErCAMOGNY-
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BRADFORD PEAR
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a fl4RCR'w S WA3 C TFGORY -
RED 77P PHOI9M
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Be 1301 PO 116
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r. OU4IPSMF1t'CAAPACMR SHALL BE SCREENED ON J 906' N ACCOROAYCE
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L No LARGE TRRS' N BE PLANTED WBM
SAMTARYSLWER CR WAIERUNEEASEU04TI
4 PARKING LOT AREA To BE SCREENED N ACCORDANCE MEN SECTION
9+228(!)9. PARKNO AREA SGREEMNO WALL BE NSTALLEO WDM
A 10 FOOT AREA A cENr To AND EmNowo THE fuL 6AEEr Sor
MBAR of ALL PARKNC AREAS wraH FRONT A PLWC ON PRIVATE
SPRECC
K MMMW or i rrEr aEARANCr MUST BE MANTANED AROUND ALL rlRC
HYDRANTS N ACCCRWAICE NN STATE BLZZCNS CGOE
Parking Requirements:
RCO IRED PARTONG
I SPACE PER WE PLUS 1 SPACE PEP 2 LWLOMES
4404PLOYEES12 . 2 SPACES
41 UMTS • 44 SPAr'S
TOTAL SPACES REOUWED • 45 WAGS
Errsl SEUI S 4178'05' V.7 1J5.-, (CAN)
TOP6AJ9 -- ,-, --
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BOA CULVERT L--J
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Legend
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FL000WAY3AAV ACN,EMMAdABdARE49
O Proposed Large Tree NO CIACROA0WENM NaUDNC TAI. NEW CGFSTRUCn%L

O
Proposed Small Tree &BSTANDAL NPROVEMENTS AND OVER OEYf1OPMFNTS
SHALL BE FYRWRED UNLESS rr HAS BEEN CWONSTRA TED
THROUGH HYDROLOGIC AND NYCRAWIC ANALYSES PERFORMED
Proposed Shrub N ACCORDANCE W7N STANDARD ENGNFE97H0 PRAcncr nur
THE moposzD ENa7WOLUE7vr BOLLD NOT REvArN ANY

J
POrkfng Area Screening NONCASE' N RCLW LIIa.S DU4WC OCCINFEK'E ON lTX BASE
AOQa SUCH CERTnCANOV AM RMBCM DATA SHALL DE
PRESENTED TO THE LOCAL FLOOOPEAW A014VSMMR
US HIGHWAY 13 - DICKINSON AVE
(100' PUBLIC R/V7. PAAYMT 110771 VNM'ES) GRAPHIC SCALE References:
/?
N7P n _ ?U
?'°•--- "w••-•( 0.& 2? PG 60
Be M-4& PG 390
HUNTER P. HANNAFORD
Ba 130 a 22l ba 27 & 27A
MM
& MaYTE7 BURNEY, ETALS ( IR FUEL 1 M& 26, PG 9D

ESTATE FAF 91, PG 407 I loch • ESC iL
Pa 68
Y.B. 64,
"R Go. TAX PARCEL 58606
ZONED RASE
RENSED 1211ZAT5 PER CITY ON GVZNWEE RETIE'V COMMENTS
Owner.
Wetland Note:
WED.MWS NA VE BEEN DCPAOTED ON INS
PLAN FOR THE PURPOSE OF PLA'N"r
AND FOP WFJfTOA DON OF ACCURATE
ND.MB DELNFAIGN BY THE US ARMY
CORPS OF EN0.MERS PRIOR ro SITE
W IK ANTH-2AMIN SNAIL BE
OSIANED FROM WE US ARMY CORPS OF'
FNG lECNS THROUGH 17S IVATIONWOE
PCRIIITTNC PPOGUM
Vcinit Ma
Site Data
TOTAL ACREAGE N SIC 184 AC.
ACREAGE N CGMON AREAS NONE
ACREAGE IN RCCREA RCN AREA(S) AND RI[ LWC NONE
TOTAL XtM!MA W WNS/BCLWOGAM "UMTS
GROSS FX" AREA: 22.218 Sf.
BU'LaIG LOT COVERAGE oX LVSr. 9.OX PRO'a5N
BUULYP NEWT N fur AND S7mz.T 28• (2 slo7T)
TOTAL N0. F PAWN2 SPARS 49 SPACES
(NaL42S 2 NC)
REQUIRED PARiGNO - 46 SPACES
RCGUWm HC PARGTC • 2 SPACES
TOTAL SQUARE Mr OF PRLPMEO 941CANO S AREA x979 Sa FX
WPM= AREA FOR PARKNB AREAS 17.4" 52 fr..
a4b?EN'r2a'MO GO
TAX MAP: 4677.14 - PARca Na 71090
General Notes:
C CLNTAc7Na MY-cAu (7-200••672-,919) ro NA 'r ALL tNCfRC`OUND
UDUDES LOCATED PRIOR TO IXUVABNB a7 BRENC W'C.
2 ELECTRIC AND XUPHrNE UWCES SHALL BE INSTALLED W6FRGRQA.D.
J ALL PECU4 f0 ANROAWENTS SUU Cd Y WW THE CITY OF 6REWMIf
MANUAL CF SIM'ONN DF9GYS AN0 CETAUS AND THE MANUAL FOR CF
DESIGN ANO ECVSTIIUC77011 CF WA MR AND WASMWAM? SYSTEM
URNSSON$ FOR CIENNLLE UANES GCWISSaN
L TAPS PROPERTY B LOCATED WHIN TO'S AE' (ARCAS KIM INS Ii ANNUAL
CHANCE FLGGfLAN (100 MAR FLOWA HATING A BASE MCW ElEYADCY ON
642 FEET RCA 556 PEST (NAM 89)) AFB SAON 2aNE A' (ARCS M au
AWWM CHANCE F1000 .WK AREAS CF IX A'N'UAL (NAFCE FLIX.Y;PUW ww
AWRACE CEPLTIS ON LESS MAN 1 rc^r OR W7H oRANAGE AREAS LESS v"v
1 SCVARf W.E; AW ARCS PROTEC20 BY LF&ES FRGV DIE IX ANNUAL
CHANCE FLOCOPUN, AS SHOW ON FLCO7 NSORANCC RATE MAP NUMSER
J72N677G04 EfFECDM "WARY 2 2GOA
NOW 29 + (-1.1.5) • NAM E9
S SCJ. EROSION AND SEDIMWTABON CONTROL PLAN APPROVAL BY THE CITY
WONEER RCQV0 PRIOR TO NRMMW Cr ANr LAW 06TUNBWO ACDWNCS
C. S=WWATER MANAGEMENT REQIWEO
7. REFUSE COL ECOON BY PRIVATE CANJf&
E. ANY UMFS-^J ClWW415.MWL BE CLOSED IN ACCORDANCE K77H
CITY OF CRE.'.:BILY DRIVEWAY ORDNANCE
9. CLN?PACTCR SWL NON%PL'BLIC WaYKS STREET MANM'4WCE
aWSaY N HGUNS PRIOR To MM G CONNECRON'S TO EMSTDNG
STORM DRAINS LOCATED WNN PUBLIC STORM DRPNACE EASE-
MEWS ON 0GHT-Or-WAK
Ia THIS suI S OF AN mnNG PARES m' LANG
IL APPROVAL K 9TE PAAN COLS Nor Casuarx .VPRoYAL OF 9aY£
A 5EPAAOr SG4 PEwris REUMF4
12 PRONGS ALL NCCESSARY SQARE r0R KUA1'W PAAOYG
IS PARIONO LOT 91AU BE SIMPED N ACCORDANCE WDM PU2
14 ALL OMEN9ONS ARE TO BACK OF CURS UAU-S CMLRSTSE NOTED.
1.1 CLEANWTS LOCATED N PAVED AREAS 94ALL BE NSTALLEI WIN A SLAER
OFANOFT BOY SET TO n%75HED GAGE AS SHO101N CUES STAWARD
CETAS DWG Na $-a
16. PAEMENT SECBON SMALL BE 2'1-2 ASPHALT MITI 6* CABC.
17, CITY LP CREEMULE DRIVEWAY PERMIT REQUIRED.
IL E fV47?GNS ALB CQN7OTRS SHOW: ARE BASED ON NAM 88 DAD... BIT-
WE BENCHMARK USED FOR VERTICAL CONTOA NOS MONUMENT MALL.
ELEV... 7418 Fr (NAW 88,1
19. NO PERMANENT SIRUCTURr(SJ, RYLI NO BUT Nor LAUTED TO SUSLMSDN
EGA,. FEN= ON STORAGE BULCINCS SH,4L BE CONSWUCRD CN
LOCATED N ANYDRA'NAGE EASEMENT MnHWrPNLIR APPROVAL PRow 01'
anCL•CREEN LE PUBLIC WORKS ZARD"ENT
2a THE *17L4NB BONDARY SFOWL 1¢9£ON WAS LYLWCA7ED BY RPARS AND
ASSCPAk$ NO AND SHOW! BY RIVERS AND ASSOCI47ES WC ORAWNO
Na D+UT-Y Wnnro 'WEC.WO DENEITIal OATS CONSWJCA'VC
AFFDRDABLE SLATES OF CRFENWLLE LLC' DATFO AAY 14 2005 AND
EERmED BY THE US ARMY CLAPS OF WCNELRS ON OCiCBFR 7, 2006
2L NOTES, A107EL APPROVAL TOR LlWMD STAY CILY AS PER GRIDTVLIE CITY
CCOE
PREMED CROUP PROPERr•F£ NCI
401 CM ARAM SQUARE CFNCF PARK UNIT 8
FRECMti SBLMZ VA 11405
P71CYE (9") 222-229J
Dever
LAYS CCNSTRUCCOI
PO BOY 2789
PAME)S CLMW, SC 29585
PHO0,-D (841) 222-229J
Days Construction
Affordable Suites of Greenville
Vicinity Map
/V Secondary Roads
/V Primary Roads
Pitt County
Boundary
Pitt County, NC
S
?• lDansey Rc
i \
40
Highway 13 _
T--1 Dickinson Avenue

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2001 DeLorme. XMap®. Data copyright of content owner.
Scale: 1 : 6,400 Zoom Level: 16-0 Datum: W0884 Map Rotation: 0° Magnetic Declination: 8.40W
Green Mill R n
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Days Construction
Affordable Suites of Greenville
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Office Use Only: Form Version March 05
?p
USACE Action ID No. DWQ No. p p 0 1 p 8
(If any particular item is not applicable to this project, please enter "Not Applicable" or "NSA °.)
I. Processinb
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NTV 18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
JAN 2 r 7.006 !f
Name: Days Construction
Mailing Address: P.O. Box 1657 iTr
Murrells Inlet, SC 29576--""""
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Tonyl7reep_SC.rr.com
Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Robert M. White Environmental Pro/ect Manager
Company Affiliation: Rivers & Associates. Inc.
Mailing Address: P.O. Box 929
Greenville NC 27835
Telephone Number: 252-752-4135 Fax Number: 252-752-3974
E-mail Address: bwhite cz riversandassociates.com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable snaps are provided.
1. Name of project: Days Construction, Affordable Suites of Greenville
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Pitt Co. Tax Parcel 58806
4. Location
County: Pitt Nearest Town: Greenville
Subdivision name (include phase/lot number): Lake Ellsworth
Directions to site (include road numbers/names, landmarks, etc.): Property is located on
corner o US Highway 13 (Dickinson Ave) and Dansey Rd in Greenville, NC. Site extends
southlvard,fi'an Dansey Rd to center line of s1reani profile ditch.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.591199 ON 77.408710 °W
6. Property size (acres): 123,802 square ft (2.84 acres)
7. Name of nearest receiving body of water: Green Mill Ruff
8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/adniin/naps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently a partially cleared vacant lot in a
Page 6 of 13
residential area with approximately .S acres of wetlands bordering a tributary front Lake
Ellsworth to Green Mill Run.
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of constructing a 2-story buildinz and parking lot with utilities and
stonnwater management. The site will be filled so the finished floor is above the 100-year
oodplain. Construction equipment will include a dozer, excavator, motor grader, and
vibrating roller.
11. Explain the purpose of the proposed work: Construction o a 2 story hotel.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 7 of 13
1. Provide a written description of the proposed impacts:
Fill o an approxiniate 4,356 square foot (0.10 acre) tract of wetland.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.

Wetland Impact
Number
(indicate on map)

Type of Impact of Wetland
Type
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within

100-year
F(yes/no) ain Distance to

Nearest
Stream
feet Area of

Impact
(acres)
1 Fill Forested Yes 130.5 ft 0.10

Total Wetland Impact (acres) 0.10
3. List the total acreage (estimated) of all existing wetlands on the property: 0.50 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet Area of
Impact
acres
None

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma) ocean, etc.) (acres)
Page 8 of 13
None
Total Open Water Impact (acres)
6. List the cumulative imuact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0
Wetland Impact (acres): 0.10
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.10
Total Stream Impact (linear feet): 0
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The proposed building, has been
located in the eastern end of the site to avoid lvetland ininacts. Additionallv, access to the site is
off Dansey Road rather to avoid impacts in the south end of the site along Dickenson Ave.
Page 9 of 13
VIII. Mitigation
DWQ In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Teclmical Guide for Stream Work in North Carolina, available at
http://h2o.cnr.state.nc.us/ncwetlands/strmaide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Placement of conservation easement ova remahdng0.40 acre riverhie wetlands adjacent
to Green Mill Run tributary. .
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://li2o.enr.state.nc.us/wM/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 10 of 13
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify N/A )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* I Impact Multiplier I Required
(square feet) Mitigation
1 I 13 (2 for Catawba)
2 1.5
Total I I I I
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. 13ufer mitigation not required
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. Proposed impervious acreage encompasses approximate) 2y 6% of the total acreage _
on site (0.74 acres12.84 acres). Stormwater management will be implemented to reduce the
nutrient loading to below the approved levels and to attenuate the runoff from the 1-year storm
event to pre-developed levels.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater from this site will be piped to the Greenville Utilities commission WYVTF (Permit
No. NC 002393 where it will be treated and discharged into the Tar River.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: It is not
likely that the proposed project will result in additional downstream development as the business
caters to non-local individuals. The proposed use does not encourage support-type business.
Page 12 of 13
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
/-(16-
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
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APR-05-2006 WED 11:07 AM RIVERS ASSOCIATES INC FAX NO. 2527523974
P. 01/06
Arm
y? © Englnoors
Planners
&Associates,lnC. Survoyors
sirce1918
FAX NO. (252) 7523974
FACSIMILE SHEET
DATE: 4/5/2006 TIME SENT: 12:00 PM
TO: NAME: Sam
COMPANY: Division of Water Quality
FAX NO.: 919-733-6893
FROM: Scott Anderson
SUBJECT: Affordable Suites of Greenville
The following items are being faxed. Number of pages including transmittal sheet; ('?
For Your Comments/Approval
X Per Our Conversation
Please Advise
Would like to discuss
HARD COPY SENT:
US Regular Mail
UPS Overnight
Federal Express
MAKE SUGGESTIONS ON COPY AND RETURN
For Your Information
Per Your Request
Please Call
Please Handle
Hand Delivery
US Certified
X No Hard Copy Sent
Other;
REMARKS:
Attached Is the Grass Swale Worksheet that you requested. I have also attached a copy of the
calculations for the Grass Swale and the cross section of the Swale.
If you have any questions or if you need any additional information, please do not hesitate to
call me.
IF YOU HAVE ANY QUESTIONS OR PROBLEMS WITH THIS TRANSMISSION, PLEASE
CONTACT o.,,?;c AT(252)752-4135.
"CONFIDENTIALITY NOTICE"
Th,s transmisslcn is Intended only for the use vl tho Individual or entity to which It Is addressed and may contain informatlon that
Is privileged and confidential. If the reader of this message Is not the Int©nded rocipiont, you are hereby notified that any disclosuro, distribution
or copying of this Information Is stfctiy prohlpitad. If you have received this transmission In error, ploaGa nollfy us immediately by tolophone and
return the faxed dccumants to us at the above address via the Unilud Stator. Postal Service. PAGonofl%FaxForm%FaxFomn1.xls
107 East Second Street, Groonvlile, NC 27858 • Post Office l3ox 929 - Greenville, North Carolina 27835 - [phone] - FAX [phone]
E-mail: rlversQgreenvillenc.com
APR-5-2006 LJED 11:04 TEL:[phone] NAh1E:DWO-WETLANDS P. 1
APR-05-2006 WED 11:08 AM RIVERS ASSOCIATES INC FAX NO, 2527523974
DWQ Project No. 06-0108
DIVISION OF WATER QUALITY • GRASSED SWALE WORKSHEET
P. 02/06
1. PROJECT INFORMA7ION (p'ease complete the following information):
Project Name: Affordable Suites of Greenville
Contact Person: Scott Anderson - Rivers & Associates. Inc. Phone Number (2521 752 4135
Swale ID: 1
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
II. REQUIRED ITEMS CHECKLIST
260 ft.
137 ac,
0.757 aG,
1.9 fp
2.1 fps
4:1 ratio
0.008__ Rift
Bermuda 1 Centipede
(at least 100 ft per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min)
(check dams may be used)
Iritial in the space provided to Indicate the following design requirements have been met and supporting documentation is attached. Ito
requirement has not been met, affach an explanation of wary. At a minimum, a complete stormwater management plan submittal Includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structuro details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An Incomplete submittal pact-ago will result in a request for
additional informaton and w1l substantially delay final review and approval of the protect.
Vegetation Plan provided on plans
The underlying soils are permeable and non-compacted
Swale carries only stormwater flow
Water table depth is greater than 1 foot.
-5Plan details for the swale provided.
Plan details for the inlets and outlets are provided.
$ZV Check dams provided.
-:::W- The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
arnual mowing.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
APR-5-2006 WED 11:05 TEL:[phone] NAME:DWQ-WETLANDS P.'2
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Project: Affordable Suites
Date: March 30, 2006
(2 Year Storm)
Variables and Equations:
L= Hydraulic Length ((t)
H= Height (Elevation difference along hydraulic length in ft)
Tc= Time of Concentration = (LA31H)"0.3851128 in min
Calculated by: STA
Checked by: FDT
1= Intensity= (127/18+Tc) in infhr (2-year storm in Greenville)
A= Drainage Area = Area draining to ditch (From cad) in ac
Q= Flow = C`I`A in cfs
SUB TOTAL L H Tc 1 Cc Q=CIA
Swale AREA AREA
[ac] [ac] IN [ft] (min) [In/hr] [cfs]
1 1.37 1.37 520 4.5 6.0 5.3 0.58 4.2
Variables and Eauations:
e= half width of flovr (ft)
d= depth of flow (ft)
Z= eld (fttft)
R= Hydraulic Radius = Zd12*(Z^2+1)11.5 in ft
V= Velocity = 1.49/n'R".67'S^.5 in fps
A= Area = Zd^2 in sq ft
Q= Flow = V'A in cis
Q (CIS) n s ((lift) Z (runtrisc) d (ft) V (fps) a (ft) R (ft) A (sq ft) REMARKS
4.2 0.035 0.008 . 4 0.74 1.92 2.95 0.36 2.19 Grass Swale behind builidng
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Swale -Triangular Section
Project: Affordable Suites
Date: March 30, 2006
(10 Year Storm)
Variables and Equations:
L= Hydraulic Length (ft)
H= Height (Elevation difference along hydraulic length in ft)
Tc= Time of Concentration = (L^31H)"0.3851128 in min
Calculated by: STA
Checked by: FDT
1= Intensity = (199122+Tc) in in/hr (10-year storm in Greenville)
A= Drainage Area = Area draining to ditch (From cad) in ac
Q= Fluw = C`I`A in cfs
SUB TOTAL L. H Tc I Cc Q=CIA
Swale AREA AREA
[ac] [ac] [it) [ft] [m[n] rn/hrl [cfs]
1 1.37 1.37 520 4.5 6.0 7.1 0.58 5.6
Variables and Equations:
e= half width of flow (ft) V= Velocity= IA91n'R^.67*S^.5 in fps
d= depth of flow (ft) A= Area = Zd"2 in sq ft
Z= eld (Rift) Q= Flow = V'A in cfs
R= Hydraulic Radius = Zd/2*(Z'2-t 11)1.5 in ft
a (cfs) n s (Rift) Z (runlrise) d (ft) V (fps) e (ft) R (ft) A (sq ft) REMARKS
5.6 0.035 0.008 4 0.83 2.06 3.31 0.40 2.73 Grass Swale behind builidng
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NOMS:
A 1. ROCK CHECK DAM SHALL BE CONSTRUCTED
A OF CLASS I R!P-RAP MTH 12' THICK NO. 57
STONE FACE ON UPS7REAW SIDE.
2. H-VARIES ACCORDING TO LOCAL COND177ONS.
INSTALL AS DIRECTED BY ENGINEER.
SPILLWAY SHALL BE 6' MIN. BELM LEVEL OF LOIIFST BANK
SPILLWAY-W MIN. 2'-0'
2/3S7REAM 4MTN ? -'r4? I M1N.
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H J: T
! CLASS I RIP
-RAP
A-A
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NO. 57 STONE
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Since1918
To: NCDENR
Date
?oo6010a
Engincers / Planners / Surveyors
LETTER OF TRANSMITTAL
1/16/2006 Job No. 25083
NC Division of Water Quality ATTENTION:
1650 Mail Service Center
Raleigh, NC 27699-1650 SUBJECT: Days Construction-Affordable Suites
Pre-Construction Notification (PCN)
Application Form
GENTLEMEN:
WE ARE SENDING YOU [ X ] Attached [ ] Under separate cover via the following items:
[ ] Shop Drawings [ ] Prints [ ] Plans ( ] Samples [ ] Specifications
[ ] Copy of letter [ ] Change order [ ] Other
COPIES DATE No.
DESCRIPTION
"J PCN Application Form
'1 Site and Utilities Plan
"1 Site Location Vicinity Map
1 Site Location Topography Map
? Site Location Soils Map
I Check No. 83934 in the amount of $200.00
THESE ARE TRANSMITTED as checked below:
[ X ] For approval [ ] Approved [ ] Resubmit _ copies for approval
[ ] For your use [ ] Approved as noted [ ] Submit copies for distribution
[ ] As requested t ] Disapproved [ ] Return corrected prints
[ ] For review and comment [ ] Other:
REMARKS:
cc: File
Please find the enclosed application form and supporting items for your review and approval. Please do n
hesitate to call should there be any questions.
RIVERS AND ASSOCIATES, INC.
SIGNED: ?-
Robert M. White
Environmental Project Manager
l enclosures are not as noted, Aindlr notili as at once
E-mail Address: rivers!a rivcrsandassociates.com
107 last Second Street • Post Office 13os 929 • Green ille, North Carolina 27835 ' [phone] ' FAX [phone]
8410 Falls of Neuse Road, Suite D ' Raleigh, North Carolina 27615 ' [phone] ' PAX [phone]
Office Use Only: Form Version March 05
g
USACE Action ID No. DWQ No. 0 0 60 10
(If any particular item is not applicaote to tins project, please enter toot Appucaoic ui n/A .)
I. Processing
1. Check all of the approval(s) requested for this project:
N Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NTY 18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed onlpage
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information Aw
Name: Days Construction
Mailing Address: P.O. Box 1657
Murrells Inlet SC 29576
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Tony&eeRSC rr coin
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Robert M. White Environmental Project Manager
Company Affiliation: Rivers & Associates Inc.
Mailing Address: P.O. Box 929
Greenville NC 27835
Telephone Number: 252-752-4135 Fax Number: 252-752-3974
E-mail Address: bivhitepa riversandassociates.com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Days Construction Affordable Suites of Greenville
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Pitt Co. Tax Parcel 58806
4. Location
County: Pitt Nearest Town: Greenville
Subdivision name (include phase/lot number): Lake Ellsworth
Directions to site (include road numbers/names, landmarks, etc.): Property is located on
corner of US Hi Ig ivay 13 (Dickinson Ave) and Dansey Rd iit Greenrville, NC. Site extends
southward from Dansey Rd to center line o strewn profile ditch.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.591199 ON 77.408710 °W
6. Property size (acres): 123,802 square ft (2.84 acres)
7. Name of nearest receiving body of water: Green Mill Run
8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/adniin/naps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently a partially cleared vacant lot in a
Page 6 of 13
residential area tivith approximately 5 acres of wetlands bordering a tributary front Lake
Ellsworth to Green Mill Run.
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of constructing a 2-story building and parking lot with utilities and
stormwater rnrannZement The site will be filled so the fnished floor is above the 100-year
;Floo plain Construction equipment will include a dozer, excavator, motor Zrader, and
vibrating roller.
11. Explain the purpose of the proposed work: Construction o a 2 story hotel.
IV. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
it is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation fonns should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 7 of 13
1. Provide a written description of the proposed impacts:
Fill o an approxiniate 4 356 square foot (0.10 acre) tract of ivetland.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
sennrntely list impacts due to both structure and flooding.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
1 Fill Forested Yes 130.5 ft 0.10

Total Wetland Impact (acres) 0.10
List the total acreage (estimated) of all existing wetlands on the property: 0.50 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, darn
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
mint lie included. To calculate acreage. multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact _
Perennial or Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet Area of
Impact
acres
None

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill- excavation. dredainQ. flooding. drainage, bulkheads, etc.
Open Water Impact
Site Number Name of Waterbody
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay, Area of
Impact
indicate on ma) (if applicable) ocean, etc.) (acres)
Page 8 of 13
None
Total Open Water Impact (acres)
G
List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): 0
Wetland Impact (acres): 0.10
Opcti Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.10
Total Stream Impact (linear feet): 0
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g. dam/embankment excavation, installation of
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The proposed building has been
located in the eastern end of the site to avoid wetland inipacts. Additionally, access to the site is
offDansey Road rather to avoid impacts in the south end of the site along Dickenson Ave.
Page 9 of 13
VIII. Mitigation
DWQ In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in'order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwctlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan ,view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Placement of conservation easement oii remaining 0.40 acre riverine wetlands adjacent
to Green Mill Run tributary. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.cnr.statc.nc.us/wip/indcx.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 10 of 13
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
0
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify N/A )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multioliers.
I Zone* I Impact Multiplier Required
(souare feet) Miti£ation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Buffer mitigation not required
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. Proposed imipervious acreage encompasses approxirnately 26% of the total acreage
on site (0.74 acres12.84 acres). Stornrtvater management will be implemented to reduce the
nutrient loading to below the approved levels and to attenuate the runoof from the 1-year storm
event to pre-developed levels.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater f-onr this site will be piped to the Greenville Utilities commission WWTF (Permit
No. NC 002393 where it will be treated and discharged into the Tar River.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.cnr.state.nc.us/ncwctlands. If no, please provide a short narrative description: It is not
likely that the proposed project will result in additional downstream development as the business
caters to non-local individuals. The proposed use does not encourage support-type business.
Page 12 of 13
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
? - / 40 --tee
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
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SMALL TREES 28
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EVERGREEN SHRUGM 52 (51 PROkLPD)
R.-MrRED SLYEE%YC WCETABOV. (425 U) BUFFERYARO E
LARGE'. EVERGREEN TREES 17
SMALL EVER N TREES 28
EYFRGRII SNUBS 68
a REQUIRED W5B7AToN LOCATED N EAS51EN12
STREET TREES ALONG OORHSLW
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FOR PURPOSES O" 773 SECHO, ME MLASUR MCNT SAIL BE
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OF THE BASE GP THE aoscsT GUAL9YJlo TREE
G 97C PAN APPROVAL PROW THE RESfC77W EASEYENr HOLLER SHALL
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ON M6 n.Vt (SCE HOT! Cv INN I.D.J
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L No URGE wEES' TO BE PUN7ED N N
SANTARY SCX.R ON WATERLINE EASEMENTS
4 PARKWC LOrAREA M BE SCRrMFD W ACCORDANCE WIN SCCBON
9-4-263R)9. PARKWC AREA SCREE VG STALL BE V.STALUD WTNN
A 10 fODT AREA ADJAOJIr TO AND LYTENG'ND ME FIAL 57REET SOE
ND RI OF ALL PNkWC AREAS WMW fRONT A PUBLIC OR PRVATE
STREET
k Y'NYLY Cr J PEER CLEARANCE MUST BE VA TAYRD AROUND ALL ME
HYDRANTS N AGCOR0.4NCE W7H STATE BLVIGNO CGDE
Park)ng Requirements:
RELRED PARKWC
I SPACE PER L=r, PLUS 1 SPACE PER 2 LAIROYEES
4 "UPLOYEES12 - 1 SPACES
44 UNn - 44 SPACES
TOTAL SPACES RLW87CD - 46 SPACES
S 4178''.5' W 235.78' (CH..)
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Proposed Small Tree SLVSTANTM14 NPROWUINR A.0. CEVEICPITENrs
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Proposed Shrub W ACCORANCE WIN STAADARO ENG LRNG PRACn(E THAT
RE PROPOSED RcROACHNWT WEALD Not RESULT N ANY

Parking Area Screening INCREASE W n OW LEVELS DUWNC CCCUR..NCE OF THE BASE
noaa SUW CERTUCAnW AND WNCLL CIA TA SHALL BE
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Site Data
TOTAL ACREAGE N S7!' 284 AC.
ALHUCE N CaWaY AREAS NOE
ACREAGE W RELREAPCV ARM(S) AW7 ME L'KE• ALOE
T07AL NUIDER GP LV r1V DRCCU2 H LUIS
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REWIRED PARGYC. 46 SPACES
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TOTAL SGUARE FEET OF PROPOSED 94CRWOUS AREA: JU79 S0 R.
NPERNWS AREA FOR PARKING AREAS 17,444 SO PE
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General Notes:
1. CONTACT NO CN£-CALL(1-800-631-4949) TO NA VE ALL WDERGKVND
U11UPE3' LOCATED PRIOR TO EXGYASUG OR TRENO6YG.
Z ELECTRIC AND TEIFPHG4E UDUrES SLAV BE 6LS7ALLED G'NGERCRO(Oa
S ALL REov a WPRONLENrs SUu COIPLY WIN 772 arY CP 6FEFNMLE
VANDAL OF STANDARD GESOTS ANO CETALS AND THE MANUAL TOR THE
BE9CN AND CONSTMTCPQV CP 07ER AND WASTEWARER SYSTM
CABNSCHS FOR GREENVILLE UnJrES COWLCSSa1l
1 THIS PROPERTY It LOG/TED W V 765E AC (AREAS WCSV 171E IX A.AHUAL
a4ANCE FLCCT.PLAN (100 TEAR RcGGb NAWNC A BASE ROW AEVAnON OF
Sat FELT TO 56.6 FFFT (NAG 86)) AND SLAOED 70NE K (AREAS Or all
ANNUAL CHANGE nAWPLAN AREAS GF X ANN'OAL CHANCE nOCOP AW WD4
AVERAGE CEPP'S O Liss MAN I TROT OR WM DRAR"" AAUS LESS DLW
I SONAR: L - AVO AREAS PRD1ECiV BY LEWES FRGV PIE IX ANNUAL
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NCW 29 I (-1.15) • NANO BB
S SCI. ER'JSION AND SEDWENTAVQN CON7Ra PLAN APPROVAL BY THE On•
ENG4A'ER NEQULRD PRIOR TO NIRAPON O' ANY LAND DWUNONO AC77WI,C1
0. STORU'NAM? YANAaYRr BEWNED.
7. RINSE COLLECnaP BY PRIVATE CARRIER.
6 ANY LMSEO CR'VEBAYS SHALL BE CLOSED N ACCGRDANGf 617H
CITY OY GRED"W5 C.VWMY ORDINANCE
A COVMACTCR SALL NOT" PUBLD BOdY$ STREET MAIN71NNCE
aW20H 4814CURS PMOR TO MA ,HG Co EC11GNS TO EXSBNC
STOW DRANNS LOCATED WM:V PUBLIC STORM GRAWACE EASE-
Al INrs .R PoOR-O-NAY.
TO DOS SURVEY AS CT AN EMSAW PARCEL O LAND.
It. APPROVAL OF STE PUN ODES NOT CG'NSnN r APPROVAL CF SGNS
A SEPARATE Say PERIdT b REQa
!L PROWCE ALL NECESSARY SF Aa FGR HANOUP PAAKPIO
IA PARKING LOT SHALL BE STFWYD N ACCORDANCE W IN PLV4
14. ALL 0.415YSONS ARE TO BACK OF CURB LPBLSS OPIERAISZ NOTED.
14 CLFANOI7S LOCATFO N PAVED AREAS SHALL BE 21STALLEO 917H A SETTER
CLEANQUT BON SET To FWSHED GRADE AS SDAN N GUCS 54AV0.AW
DEGM1 CRO Na S-J
16. PAYLVENT.L"'CBGW SHALL BE 2' I-2 AS'LLILr WM 6' CADa
17. CITY O'CRLENWUE DRIVEWAY PERAIIr BEWA Ea

OlVner. I8 BE TONS AND CCNRVRS SIGW ARE BASED ON NAM BB DAMN, OT-
STE BWWVARK USED FOR VERRCAL CONGO: NCGS MO WDVT HALL
EVEN - 7118 Fr (NAM BBC.
PREMED GROUP PREFERPES B1C
401 ENATNAU SQUARE GmGC PARK UMT B IS, NO PERMANENT STRUCn.RE(SA NCLUONG BUT Nor LANDED TD SUBOWS n
PRECMCRSBURa VA 22405 SGVAG4 FENCES OR STORAGE- EUWNCr SH.UL BE CONSRUCIED OR
PHOVC (817) 222-223! LOCATED N ANY DRAINAGE EASEMENT V47HOUT PRIG? APPROVAL FROM THE
OTT OF CRE049JE PUBIC KWKS OLPARa1R7,
2a ME 9:7LVD BOYAARY S IOKN HEREON WAS DELA'EA7E) BY MWRS AND
ASSCCIAMSS NC AND SLOW! OF RWRS AND ASSOCIATES. WC CRAWYG
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AFFO.ROA81E =MS CF GRMVII 6 LLC• CA TED JAY IA 2CW AND
Mn CONSTRVCCW L£RTY'ED BY DE US ARMY CCRr'S of LNONffRS 0V OCTGC b TGOS
PO BOX 2789
PA MEn LSLAD, SC 29555 21 HOTEL, M07a APPROVAL FOR LVd7FD STAY OZY AS PEA CROEWALLE aN
'

PHCVti• (BU) 222-2297 .
KV15 0 11111/0.5 PER CITY OF 6RMwLLE RE" C=aurs
References:
D.a 200.'{ Pa 60
as M-44 Pa 780
D.B. I301, Pa 125
Ma 22, Pa 27Y 27A
Ma 26. Pa SO
MB. 64. Pa 68
WN Ca TAX PARCEL 56806
Days Construction
Affordable Suites of Greenville
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Days Construction
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P avers
&Associates,Inc. ?,fc,?ry?,• ,?;r, ;}c(?pft li k RRA'Nch Engineers / I'lanners / Surveyors
Since1918
LETTER OF TRANSMITTAL
Date (Job No.
TO: NCDENR 13/22/2006
Division of Water Quality ATTENTION: j
401 Oversight / Express Review Permit IMs. Cyndi Karoly
1650 Mail Service Center SUBJECT:
Raleigh, North Carolina 27699-1650 i DWQ Project #06-0108
(Affordable Suites of Greenville
Greenville, Pitt County, North Carolina
GENTLEMEN:
WE ARE SENDING YOU
? Shop Drawings
? Copy of Letter
COPIES DATE
5
1
5
D Attached ? Under Separate Cover vii US Mail the following items:
? Prints ? Plans ? Samples ? Specifications
? Change Ordei ? Other
No. DESCRIPTION
Stormwater Management Plan
Site Plan
BMP Operation and Maintenance Agreement
THESE ARE TRANSMITTED as checked below:
? For Approval ? Approved ? Resubmi copies for approval
? For Your Use ? Approved as Noted ? Submit copies for distribution
P-1 As requested ? Disapprovec ? Return copies for approval
? For Review and Comment ? Other
REMARKS
Attached for your review is the stormwater management plan for the proposed project
which has been approved by the City of Greenville. The runoff from the proposed development
will be treated by on-site stormwater BMP's that will remove nutrients and attenuate the peak flow in
accordance with the Tar-Pamlico stormwater rules.
Please do not hesitate to call me if you have any questions or need any additional information.
With best regards,
RIVERS AND ASSOCIATES, INC.
Mr. Kyle Barnes
COPY TO File SIGNED: _
If enclosures are not as noted, kindly notify us at once Cott T. Anderson, P.E.
sanderson(a?riversandassociates.com
107 East Second Street * Post Office Box 929 * Greenville, North Carolina 27835 * [phone] * FAX [phone]
8410 Falls of Neuse Road, Suite D * Raleigh, North Carolina 27615 * (919) 8:8-3347 * FAX [phone]
?OF WATF9P Michael F. Easley, Governor
William G. Ross Jr., Secretary
( r North Carolina Department of Environment and Natural Resources
O .? Alan W. Klimek, P.E. Director
Division of Water Quality
January 24, 2006
DWQ Project # 06-0108
Pitt County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Tony Free
Days Construction
P.O. Box 1657
Murrells Inlet, SC 29576
Subject Property: Affordable Suites of Greenville
Green Mill Run [030305, 28-96, C, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Free:
On January 20, 2006, the Division of Water Quality (DWQ) received your application dated January 16,
2006 to impact 0.10 acres of wetland to construct the proposed two-story hotel at the subject property.
The DWQ has determined that your application was incomplete and/or provided inaccurate information
as discussed below. The DWQ will require additional information in order to process your application to
impact protected wetlands and/or streams on the subject property. Therefore, unless we receive five
copies of the additional information requested below, we will have to move toward denial of your
application as required by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Please provide the location of any proposed stormwater management practices that you
mentioned you will be utilizing under section XI of the PCN application.
2. In your application, you state that the proposed project includes utilities. It is unclear from the
drawing provided if the sewer line located on the project site is existing or proposed. The
applicant is reminded that impacts to the wetland for installation of the sewer line must be
included in the PCN application.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Kyle
Barnes of the DWQ Washington Regional Office. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.uVncwetlands
Noy` Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10°io Post Consumer Paper
Days Construction
Page 2 of 2
January 24, 2006
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
CJ
f?
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Kyle Barnes, DWQ Washington Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Robert M. White, Rivers & Associates, Inc., P.O. Box 929, Greenville, NC 27835
Filcname: 060108AffordableSuitesGreenville(Pitt)On hold
DWQ 06" 08 Affordable Suites of Greenville
Subject: DWQ 06-0108 Affordable Suites of Greenville
From: Laurie Dennison <1 aurie.j. denni son@ncmail. net>
Date: Wed, 25 Jan 2006 09:30:46 -0500
To: [e-mail]
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
060108AffordableSuitesGreenville(Pitt)On_Hold.doc
Content-Type: application/msword
Content-Encoding: base64
1 of 1 1/25/2006 9:31 AM
0
?0` WATF9O Michael F. Easley, Governor
?? i? William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O .? Alan W. Klimek, P.E. Director
Division of Water Quality
March 6, 2006
DWQ Project # 06-0108
Pitt County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Tony Free
Days Construction
P.O. Box 1657
Murrells Inlet, SC 29576
Subject Property: Affordable Suites of Greenville
Green Mill Run [030305, 28-96, C, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Free:
On January 20, 2006, the Division of Water Quality (DWQ) received your application dated January 16,
2006 to impact 0.10 acres of wetland to construct the proposed two-story hotel at the subject property.
The DWQ received more information from you on February 24, 2006. However, the DWQ has
determined that your application remains incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive five copies of the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 211.0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to review your
project.
Additional Information Requested:
1. Please provide detail for the proposed stormwater management practices to demonstrate how they
will result in either sheet flow through the buffer or a BMP which will remove nutrients in
accordance with the General Certification for Nationwide 18.
2. Please indicate the diffuse flow measures on the site plan, and provide level spreader worksheets
and a signed Operations and Maintenance Agreement for the level spreaders.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Kyle
Barnes of the DWQ Washington Regional Office. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
None Carolina
401 Oversight/Express Review Permitting Unit
tlrrllllf
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/newetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Days Construction
Page 2 of 2
March 6, 2006
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
Enclosures: GC3402
cc: Kyle Barnes, DWQ Washington Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Robert M. White, Rivers & Associates, Inc., P.O. Box 929, Greenville, NC 27835
Filename: 060108AffordableSuitesCreenvillc(Pitt)On_llold
DW,406-0168 Affordable Suites of Greenville
Subject: DWQ 06-0108 Affordable Suites of Greenville
From: Laurie Dennison <[e-mail]>
Date: Tue, 07 Mar 2006 11:00:18 -0500
To: [e-mail], [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
060108AffordableSuitesGreenville (Pitt)On_Hold2.doc Content-Type: application/msword
Content-Encoding: base64
1 of 1 3/7/2006 11:00 AM
Office Use Only: Form Version March 05
20060108
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Pen-nit Number(s) Requested: NW 18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Co tV-Maagez?entj-Area of
Environmental Concern (see the top of page 2 for further details), liech`l?ere:=?f
jl? H. Applicant Information

JAk `,, 0 U1G5
car
Owner/Applicant Information
Name: Days Construction
Mailing Address: P.O. Box 1657
Murrells Inlet. SC 29576
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Tony17ree(a,SCYY.conn
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Robert M. White, Environmental Project Manager
Company Affiliation: Rivers & Associates, Inc.
Mailing Address: P.O. Box 929
Greenville, NC 27835
Telephone Number: 252-752-4135 Fax Number: 252-752-3974
E-mail Address: bwhite(o-)rivetsandassociates.com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Days Construction, Affordable Suites of Greenville
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Pitt Co. Tax Parcel 58806
4. Location
County: Pitt Nearest Town: Greenville
Subdivision name (include phase/lot number): Lake Ellsivorth
Directions to site (include road numbers/names, landmarks, etc.): Property is located on
corner o US Highway 13 (Dickinson Ave) and Dansey Rd in Greenville, NC. Site extends
southward from Dansey Rd to center line o stream profile ditch.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.591199 ON 77.408710 °W
6. Property size (acres): 123,802 square ft (2.84 acres)
7. Name of nearest receiving body of water: Green Mill Run
8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/adnin/naps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently a partially cleared vacant lot in a
Page 6 of 13
residential area with approximately S acres of wetlands bordering a tributary from Lake
Ellsworth to Green Mill Run.
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of constructing a 2-story building and parking lot with utilities and
stornnvater management The site will be filled so the finished door is above the 100-year
oodplain Construction equipment will include a dozer, excavator, motor grader, and
vibrating roller.
11. Explain the purpose of the proposed work: Construction of a 2 story hotel.
IV. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated
VI. Proposed Impacts to Waters of the United States/'Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 7 of 13
1. Provide a written description of the proposed impacts:
Fill o an approximate 4,356 square foot (0.10 acre) tract of ivetland.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.

Wetland Impact
Number
(indicate on map)

Type of Impact of Wetland
Type
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within

100-year
F(yes/no) gin Distance to

Nearest
Stream
linear feet Area of

Impact
(acres)
1 Fill Forested Yes 130.5 ft 0.10

Total Wetland Impact (acres) 0.10
3. List the total acreage (estimated) of all existing wetlands on the property: 0.50 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi ly length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
None

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)
Page 8 of 13
None
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): 0
Wetland Impact (acres): 0.10
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.10
Total Stream Impact (linear feet): 0
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The proposed building, has beers
located in the eastern end of the site to avoid wetland inwacts. Additionally, access to the site is
off Drnsey Road rather- to avoid impacts in the south erid of the site along Dickenson Ave.
Page 9 of 13
VIII. Mitigation
DWQ In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o.enr.state.nc.us/ncwetlands/stnn!ide.litml.
Provide a brief description of the proposed mitigation plan. The description should provide
as much infonnation as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Placement of conservation easement on rernailzing 0.40 acre riverine wetlands adjacent
to Green Mill Run tributary. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at llttp://li2o.enr.state.nc.us/wrp/indcx.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 10 of 13
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No N
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No N
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No El
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify N/A )? Yes ? No N
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
I lsauare feet) MitlLation
3 (2 for Catawba)
1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Effliancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Btif er mitigation not required
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. Proposed itpervious acreage encompasses approximately 26% of the total acrea.Ze
on site (0 74 acres/2.84 acres) Stormwater management will be implemented to reduce the
nutrient loading to below the approved levels and to attenuate the runoff f-om the 1-year storm
event to pre-developed levels
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater front this site will be piped to the Greenville Utilities commission WWTF (Permit
No NC 002393 where it will be treated and discharzed into the Tar River.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http:/lh2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: It is not
likely that the proposed project will result in additional downstream development as the business
caters to non-local individuals. The proposed use does not encourage support-type business.
Page 12 of 13
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
2 v 1-1a
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
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Vicinity Map
Site Data
TOTAL ACREAGE N SIB 284 AC
ACREAGE N CGUUON AREAS NONE
ACREAGE N RECREA77W ARFA(S) AM DIE LIKE NGFE
TOTAL NWAZIER a' UNIISITEDROCAIS 11 UNITS
GROSS FLOOR AREA- 2Z737 SF.
BUILOLY0 LOT COVEWCE' CM EA15 , ROX PROPOSED
BURDNG NEW N FLIT AND SMRIE3 28' (2 STORY)
TOTAL Nae?PAWNG SPACES 49 SPACES
(INCLUDES 2 HC)
RZOLWE0 PARiWG • 46 SPACES
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TOTAL SQWC FEET OF PROPOSED WERWOUS ARE' JZ979 Sa ft
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NGM 29 + (-1.15) . NAM 88
A SOIL EROSW AND SWAUNTADW CONTROL PLAN APPROVAL BY THE Cry
CNSNEIR RCWPEO PROR TO WrWaV OF MY LAND GS URBNG ACn14TIES
a S2NMKATDE AiMACEMU'T REW'RED.
7. RaUSSE CCLLECDON BY PRIVATE CARPER.
a MY UNUSED DWVEW4Y3 SHALL BE CLOSED AN ACCCRDM,'SE KITH
G ry OF GREFMMLCS DRIWWA Y ORONVANCE
9. CONTRACTOR 91ALL NOT" PLBUC KRNS STREET MANDNANCE
LVW5fW 48 HOURS PRIOR TO MAG'NG CONMECII 'S 70 EXTSWO
STORM TRANS LCCA7ED W DON PUBLIC STORM DIONAGE USE-
YENTS OR WONT-D'-wAY.
1A rms SURVEY Is of AN EYJSONG PARGL or LAND.
11. APPROVAL G WE PLAN DOES Nor CONSTINTE APPROVAL of SONS
A SEPARA 7E 9GV PER'8r a RGt wED,
12 PROTEGE ALL NECESSARY 54NACE rLR HA DICAP PARIIa
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14. ALL CUSYS(ONS ARE TO BACK OF CUSS CRESS OWOW-W NOTEa
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17. Cry a GCDYNILE DRIVEWAY PFRAOT REGMA
La ELEVAROVS AND C TWRS SWAN ME BAStO GI N'AM M DArM1l. OFF-
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LOCATED N MY DRAINAGE EASEMENT WWOUT PRIOR APPROVAL FROM ACE'
CITY G CRE0011E PUBLIC WORKS DEPARTMENT.
2a THE w "MD BWNDARY 9IOWN HETEAV WIS. DELLN'EA7EO BY RTERs AND
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No D-JM-Y ENTITLED 'WEILA D OcINEAUG; DAYS CONSTRUCTION,
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PHDYE: (84J) 222-219J
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D.S. 4301, PG 116
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Days Construction
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Days Construction
Affordable Suites of Greenville
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DWQ# 6t W'? Date Who Reviewed:
Plan Detail Incomplete
It
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.

P_

Please locate any planned sewer lines on the site plan.
Please provide the location of any proposed stormwater management practices as required by GC
Please provide detail for the stormwater management practices
Please specify the percent of project imperviousness area based on the estimated built-out conditions.
Please indicate all stormwater outfalls on the site plan.
Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as
. Please revise the plans to minimize the impacts.
5 r
ey- g r?tiP
1) ?t 1 r d ???+?.
?CeNb. uv-
or provide additional 11
?Q/(1Ju7_
can be moved or reconfigured to avoid the impacts to the
can be moved or reconfigured to minimize the impacts to the
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing , via email to [e-mail] and CD.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
f
DWQ# ,2100Z&--Y- Date Who Reviewed:
?. 774 oq:SOA/
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan. pl Yll eo1 ho a Y 0? W j I I Ian
Please provide the location of any proposed stormwater management practices tJ? 1 r 2111 under
? Please provide detail for the stormwater management practices as required by GC S Z e-
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide.diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing via email to [e-mail] and CD.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
Ise indicate which 404 Permit the ukl use?o authorize this project. ()ttl r -,,CL-lU S A!
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UNITED STATES POSTAL SERVICE First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
cvo :
13 Comp e e ems , an 1so complete
item 4 if Restricted Delivery is desired.
© Print your name and address on the reverse
so that we can return the cans to you.
13 Attach this card to the back of the mailpiece,
or on the front if space Dermits.
c e ddressed to:
Mr. Tony Free
Days Construction
P.O.. Box 1357
Murrells Inlet,SC 29576
DWQ# 06-0108-Pitt
5 •.x,131,13 Lw..: ' ...... .......... _ _..
X `?? ? Agent
_ ? Addressee
B. ecely by (PrMte Name) C. Date of Delivery
D. Is delivery address different from lt Ye
If YES, enter delivery address below:
3. Service Type
Certified Mal ? Express Mail
/9 Registered XRetum Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Deliver/? (Extra Fee) C
ceNum r 7005 1160 F,000 9954 5828
(Transfer from serv)ce fate
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540;
RIVERS AND ASSOCIATES, INC.
Date: 01/16/2006
Amount: $200.00
VendorlD: 1055
Payee: NCDENR Division of Water Quality
Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Check # 83936 3 9 3 4
???i CA..cc.k Is. Z., ?`ny? wv..1 Tf?GT`O U? /?7 ap,b l? S.J.?t?
9'
PUBLIC WORKS DEPARTMENT
January 25, 2006
CITY OF GREENVILLE
N O R T H C A R O L I NA
2735-7207
Mr. Scott T. Anderson, PE
Rivers & Associates, Inc.
107 East Second Street
Greenville, NC 27858
Re: Affordable Suites of Greenville
Stormwater Management Plan
Dear Scott:
P.O. Box 7207
OLo-01018
Attached is the Stormwater Management Plan for the referenced project. Please note that the
plan was:
® Approved.
• ? Revised as noted.
? Approved as noted.
If you have any questions, please call me at (252) 3294683.
Sincerely,
Lisa Ann Smith, PE
Civil Engineer II
spc
Attachment
PC: Wayne Harrison, City Planner II

::0DI'A\PCD0CS\C0G\5133924\10
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y
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S?
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RECEIVED
DEC 0 5 2005
113 Y:
s -_ &-- ?
Days Construction CNGINEERINGMISFECT10143 CEF7.
3TORMWATER DETENTION
Affordable Suites of Greenville PLAN
APPROVED
Ej APPROVED AS NOTED
Stormwater Management Plan R VISE AS NOTED
Greenville, North Carolina aY ar l
October, 2005
Drawing No. W-2863
Owner:
Premier Group Properties, Inc.
401 Chatham Square Office Park, Unit B
® Fredricksburg, VA 22405
[phone]
Engineer:
Rivers & Associates, Inc.
107 East Second Street
Greenville, NC 27858
[phone]
QofSEoy ••tiy
Q AL
cn : 28425
? C)? ?• :c; ? G I N E f; ??Q5 a
Scott T. Anderson, P.E.
Date:
® Affordable Suites of Greenville
Stormwater Management Plan
Greenville, North Carolina
October, 2005
Days Construction. proposes to construct a constructing a 2 story building - 44 unit
limited stay motel on a tract of land located at the intersection of Dickinson Avenue and
Dansey Road in Greenville, North Carolina. The project includes the construction of a
building, parking lots, a storm sewer system, a storm water treatment system, electric,
telephone, gas, water and sanitary sewer services.
The proposed facility is located on a 2.84 acre portion of Pitt County Tax Parcel No.
58806. This parcel is an undeveloped tract.
The proposed project will disturb an approximately 1.37 acre portion of the property.
This 1.37 acre portion of the parcel is included in the design of stormwater BMP's to
treat stormwater runoff from the proposed development. The remaining 1.47 acres of the
project area is currently wooded with wetlands and floodway. This area will remain
undeveloped and be direct runoff with no nutrient removal provided. The project area
® (Catchment 1) is comprised of 0.4 acres of transportation impervious, 0.26 acres of
building impervious, and 0.66 acres of maintained pervious cover. A grass swale will
occupy the remaining 0.5 acres of Catchment 1.
The undeveloped portion of this property (Catchment 2) is 1.47 acres. This catchment is
comprised of 1.26 acres of wooded pervious and 0.21 acres of managed pervious. The
stormwater runoff from this catchment will continue to flow via the natural drainage
swales into Green Mill Run.
In order to capture and remove the required nitrogen and phosphorus export for the total
project site (4.0 lb/ac/yr TN and 0.41b/ac/yr TP), a grass swale will be constructed at the
rear of the proposed building. To provide the required nutrient removal for the total site,
the grassed swales will be constructed with twice the length required in accordance with
design methods described in the NCDENR "Stormwater Best Management Practices"
Manuals
In order to provide attenuation for the one year storm, a berm will be constructed at the
end of the grass swale with an outlet structure to control the release rate.The outlet
structure is a masonry/concrete riser with a concrete slab placed on the top of the
structure such that there is an 8" open throat on three sides of the box. There is a 6" pipe
at the invert of the grass swale. The weir elevation of the outlet is set to provide
attenuation of the 1-year, 24-hour storm to the pre-developed release rate (see attached
® calculations).
® During construction of this project, the North Carolina Sedimentation Pollution Control
Act and the Rules and Regulations promulgated pursuant to the provisions of this act
must be adhered to. Attached are the specifications for Seeding and Mulching and
Erosion and Pollution control. These specifications explicitly describe procedures to
minimize offsite sedimentation and erosion during the construction phase of the project.
C?

Affordable Suites of Greenville.
Greenville, North Carolina
is Stormwater BMP Maintenance Plan
Stormwater Best Management Practices are used for the removal of pollutants from
stormwater runoff. The following are maintenance guidelines for Grass Swales.
I. Inspect monthly, or after every runoff-producing rainfall event:
i. Remove debris from the grass swale
ii. Check and clear the piping of any obstructions.
iii. Check the area side slopes; remove trash, repair eroded areas before next
rainfall.
H. Quarterly
i. Inspect the collection system for proper functioning. Clear accumulated
trash from basin grates and basin bottoms, and check piping for
obstructions.
ii. Reseed grassed swales and/or slopes, including the vegetated filter if
® applicable, twice a year as necessary. Repair eroded areas immediately.
III. Every 6 Months
i. Remove any sediment build up in the grass swale.
ii. Inspect slopes/banks for erosion and reseed or stabilize if necessary.
iii. Inspect the inlet and outlet for erosion and stabilize if necessary.
IV. General
i. Mow the side slopes according to season. Maximum grass height shall be
kept consistent with standard landscaping practices for the variety.
V. Special Requirements
i. Keep records of all-maintenance activity. Records shall be available for
City of Greenville inspection upon request.
ii. Contact the City of Greenville for approval before making any
modifications to the grass swale.
Days Construction 10105
Affordable Suites of Greenville
® SECTION 02910 - EROSION AND POLLUTION CONTROL
PART1-GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including the General and Special Conditions and
Division-1 Specification sections apply to work of this section.
DESCRIPTION OF WORK:
The extent of the work required under this section is that required to minimize water, air, and noise
pollution and soil erosion and siltation.
Temporary erosion control measures which may be necessary include, but are not limited to,
temporary berms, dikes, dams, drainage ditches, silt basins, silt ditches, silt fences, rip rap,
perimeter swales, slope drains, structures, vegetation, mulches, mats, netting, gravel or any other
methods or devices that are necessary to control or restrict erosion. Temporary erosion control
® measures may include work outside the right-of-way or construction limits where such work is
necessary as a result of construction such as borrow pit operations, haul roads, plant sites,
equipment storage sites, and disposal of waste or debris. The Contractor shall be liable for all
damages to public or private property caused by silting or slides originating in waste areas furnished
by the Contractor.
Related Work Specified Elsewhere:
Earthwork: Section 02200
Fertilizing, Seeding and Mulching: Section 02920
QUALITY ASSURANCE:
Codes and Standards:
North Carolina Sedimentation Pollution Control Act of 1973 and the Rules and Regulations
promulgated pursuant to the provisions of said act.
City of Greenville Soil Erosion and Sedimentation Control Ordinance.
L
EROSION AND POLLUTION CONTROL 02910-1
Days Construction 10/05
Affordable Suites of Greenville
"Standard Specifications for Roads and Structures", North Carolina Department of Transportation
(DOT).
In the event of conflict between the regulations listed above and the requirements of these
specifications, the more restrictive requirement shall apply.
SANCTIONS:
Failure of the Contractor to fulfill any of the requirements of this section may result in the Owner
ordering the stopping of construction operations in accordance with SUBARTICLE 13.8 of the
General Conditions until such failure has been corrected. Such suspension of operations will not
justify an extension of contract time nor additional compensation.
Failure on the part of the Contractor to perform the necessary measures to control erosion,
siltations, and pollution will result in the Engineer notifying the Contractor to take such measures.
In the event that the Contractor fails to perform such measures within 24 hours after receipt of such
notice, the Owner may suspend the work as provided above, or may proceed to have such measures
performed with other forces and equipment, or both. The cost of such work performed by other
forces will be deducted from monies due the Contractor on his contract.
® PART 2 - PRODUCTS
SILT FENCES:
Posts: Steel posts shall be Tin height and be of the self-fastener angle steel type.
Posts shall be spaced at 10' max. when silt fence is backed with wire mesh, and 7' when no wire
mesh is used or as required by the Engineer.
Woven Wire: Woven wire fencing shall conform to ASTM A116 for Class 3 galvanizing. Fabric
shall be a minimum of 32" in width and shall have a minimum of 6 line wires with 12" stay
spacing. The top and bottom wires shall be 10 gauge while the intermediate wires shall be 12-1/2
gauge. Wire fabric shall be fastened to wood posts with not less than #9 wire staples 1-1/2" long.
Fabric: Provide woven synthetic fiber designed specifically for silt fence conforming to NCDOT
specifications.
DRAINAGE STONE:
0 Class I material NCDOT No. 57.
EROSION AND POLLUTION CONTROL 02910-2
Days Construction 10105
Affordable Suites of Greenville
RIP RAP:
Class B in accordance with NCDOT specifications.
FILTER CLOTH:
For use under rip rap provide woven synthetic fiber with burst strength of 500 psi, permeability of
0.01 cm/sec and apparent serve size of approximately 70 as manufactured by MUZ AFI, EXXON, or
approved equal.
MATTING FOR EROSION CONTROL:
Matting for erosion control shall be jute matting or excelsior matting. Other acceptable material
manufactured especially for erosion control may be used when approved by the Engineer in writing
before being used. Matting for erosion control shall not be dyed, bleached, or otherwise treated in a
manner that will result in toxicity to vegetation.
TEMPORARY SEEDING:
Temporary seeding, when required, shall be performed in accordance with t he recommendations
?'
contained in "Guide for Sediment Control on Construction Sites in North Carolina", published by
the Soil Conservation Service and Section 02920 of these specifications.
PART 3 - EXECUTION
GENERAL:
The Contractor shall take whatever measures are necessary to minimize soil erosion and siltation,
and water, air, and noise pollution caused by his operations. The Contractor shall also comply with
the applicable regulations of all legally constituted authorities relating to pollution prevention and
control. The Contractor shall keep himself fully informed of all such regulations which in any way
affect the conduct of the work, and shall at all times observe and comply with all such regulations.
In the event of conflict between such regulations and the requirements of the specifications, the
more restrictive requirements shall apply.

EROSION AND POLLUTION CONTROL 02910-3
Days Construction
Affordable Suites of Greenville
0 EROSION AND SILTATION CONTROL:
10105
The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent the eroding of soil and the silting of rivers, streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property.
Prior to suspension of operations on the project or any portion thereof, the Contractor shall take all
necessary measures to protect the construction area, including but not limited to borrow sources,
soil type base course sources, and waste areas, from erosion during the period of suspension.
Provide diversion ditches and berms as necessary to prevent concentrated flow of water across
disturbed areas.
Stockpile excavated material on the opposite side of the utility trenches from the watercourses to
the extent that is possible.
In the event that stockpiles are placed on the watercourse side of the trench, provide silt fence or silt
berms with stone filter outlets along the entire length of the stockpile that is on the watercourse side
of the trench. Upon the completion of backfilling, the measures shall be removed and the site
graded to its natural grade or as shown on plans.
Maintain natural buffer zones along all watercourses sufficient to retain all visible siltation within
the first 25 percent of the buffer width.
Provide a settling basin with a gravel filter outlet for all water pumped from trenches or dewatering
equipment. Pumping of that water directly into any stream, pond, or watercourse is prohibited.
Tames fertilize, seed and mulch the disturbed areas as soon as practicable after line is installed and,
in all cases, no later than 30 days after completion of the line segment or work at a particular site.
When construction operations are suspended for more than 30 days, provide temporary seeding and
mulching of all disturbed areas including those areas in which further construction is necessary.
Erosion control measures installed by the Contractor shall be acceptably maintained by the
Contractor.
Silt fences shall be provided where shown on the drawings and/or as necessary to prevent erosion.
Catch basins and Drop Inlets shall be protected from silt by placing rock inlet sediment traps around
the openings until vegetative cover is established.
Temporary rock check dams shall be constructed where shown on the drawings.
® Seeding for erosion control shall be performed in accordance with Section 02920.
EROSION AND POLLUTION CONTROL 02910-4
Days Construction
Affordable Suites of Greenville
10105
Stream Or Ditch Crossings shall be perform in accordance with details shown on plans. Complete
crossing in one working day. Carefully stabilize disturbed slopes by tamping with equipment
buckets and mechanical or hand tamping. Distribute topsoil evenly on slopes and tamp.
Where rip rap is required, carefully place at least one foot thick over filter cloth.
Fertilize, seed, and mulch each crossing's slopes as soon as practicable after completing the crossing
and in no case more than two weeks after disturbance of the slopes.
WATER AND AIR POLLUTION:
The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent pollution of rivers, streams, and water impoundments. Pollutants such as chemicals, fuels,
lubricants, bitumens, raw sewage, and other harmful waste shall not be discharged into or alongside
of rivers, streams, or impoundments, or into natural or manmade channels leading thereto.
The Contractor shall comply with all State or local air pollution regulations throughout the life of
the project.
® DUST CONTROL:
The Contractor shall control dust throughout the life of the project within the project area and at all
other areas affected by the construction of the project, including, but not specifically limited to,
unpaved secondary roads, haul roads, access roads, disposal sites, borrow and material sources, and
production sites. Dust control shall not be considered effective where the amount of dust creates a
potential or actual unsafe condition, public nuisance, or condition endangering the value, utility, or
appearance of any property.
NOISE CONTROL:
The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent excessive and unnecessary noise. The Contractor shall choose his methods so as to
minimize the disturbance of area residents.
END OF SECTION 02910

EROSION AND POLLUTION CONTROL 02910-5
Days Construction 10105
Affordable Suites of Greenville
® SECTION 02920 - FERTILIZING SEEDING AND MULCHING
PART 1 - GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including the General and Special Conditions and
Division-1 Specification sections apply to work of this section.
DESCR]PTION OF WORK:
Permanent Seeding: Permanent seeding is required for all areas disturbed by construction, except
for areas covered by structures, pavements, etc.
Temporary Seeding: Temporary seeding of disturbed areas shall be performed whenever one or
more of the following conditions exist.
The Engineer determines temporary seeding is necessary to prevent or stop erosion of
® disturbed areas.
Work is suspended or delayed on any portion of the project for 30 days and the potential for
erosion exists.
Whenever permanent seeding is delayed beyond that required by the Contract Documents.
QUALITY ASSURANCE:
Codes and Standards: In general, follow procedures and guides published by the Soil Conservation
Service, United States Department of Agriculture.
PART 2 - PRODUCTS
FERTILIZER:
Provide commercial fertilizer conforming to statutory requirements and all rules and regulations
adopted by the North Carolina Board of Agriculture.
FERTILIZING, SEEDING AND MULCHING 02920.1
Days Construction
Affordable Suites of Greenville
9 LIMESTONE:
10105
Provide agricultural limestone conforming to all statutory requirements and all rules and regulations
adopted by the North Carolina Board of Agriculture.
SEED:
Provide seed conforming to all statutory requirements and all rules and regulations adopted by the
North Carolina Board of Agriculture.
Provide seed in accordance with requirements shown below. Deliver to site in original containers,
labeled to show that the requirements of the N.C. Seed Law are met.
Quality of seed shall conform to the following:
Minimum Minimum Maximum
Common Name Seed Purity Germination Weed Seed
Grasses
Fescue Tall (KY--3 1) 98 90 1.00
Common Bermudagrass 99 90 0.1
Centipede 80 90 1.00
Rye 80 90 1.00
Seeding containing prohibited noxious weed seed shall not be accepted. Seed shall be in
conformance with state seed law restrictions for restricted noxious weeds.
If seed of the accepted quality cannot be bought, secure prior approval before making
changes or exceptions.
MULCH:
Mulch for erosion control shall consist of grain straw or other acceptable material, and shall have
been approved by the Engineer before being used. All mulch shall be reasonably free from mature
seedbearing stalks, roots, or bulblets of Johnson Grass, Nutgrass, Sandbur, Wild Garlic, Wild
Onion, Bermuda Grass, Crotalaria, and Witchweed, and free of excessive amount of restricted
noxious weeds as defined by the North Carolina Board of Agriculture at the time of use of the
mulch. Also there shall be compliance with all applicable State and Federal domestic plant
quarantines. Straw mulch that is matted or lumpy shall be loosened and separated before being
used.
FERTILIZING, SEEDING AND MULCHING 02920-2
Days Construction 10105
Affordable Suites of Greenville
Material for holding mulch in place shall be asphalt or other approved binding material applied in
accordance with this section.
JUTE MESH:
Use jute mesh on seeded areas where slope is steeper than 2 horizontal to one vertical (2:1 slope).
Use woven jute yam weighing approximately 90 lbs. per 100 sq. yds. and having 3/4" openings.
PART 3 - EXECUTION
GENERAL:
Follow procedures set forth in the publication "Guide for Sediment Control on Construction Sites in
North Carolina" by the United States Department of Agriculture, Soil Conservation Service, and as
specified herein.
Scari soil to a depth of three (3) inches and work into a satisfactory seed bed by discing, use of
cultipackers, harrows, drags and other approved means.
Preparation outlined above shall not be done when the soil is frozen, wet or otherwise in an
unfavorable condition.
Begin and complete seeding operations as outlined below as soon as possible after final grading is
completed, but in no event later than 30 days after completion of final grading.
Seeding and mulching operations shall not begin until electrical service has been installed within
the project, unless directed by the Engineer.
Distribute lime and fertilizer, uniformly over seed bed and harrow, rake, or otherwise work same
into seedbed.
Distribute seed uniformly over seed bed. Cover seed lightly after seeding.
No lime, fertilizer, or seed shall be applied during a strong wind, when soil is wet or otherwise
unworkable. Should rain follow seeding before rolling is begun, the bed shall not be rolled.
PERMANENT SEEDING:
® Application of Lime, Fertilizer and Seed:
FERTILIZING, SEEDING AND MULCHING 02920-3
Days Construction
Affordable Suites of Greenville
L
Apply lime at the rate of 2 tons per acre.
10/05
Apply fertilizer at a rate and analysis which will provide the following amounts of nutrients:
Nitrogen: 100 pounds per acre
Potash: 100 pounds per acre
Phosphorous: 100 pounds per acre
Apply 600 pounds per acre of 20% superphosphate or equivalent in addition to that listed
above or use an analysis which will provide the additional phosphorous.
Provide permanent seeding in accordance with the following schedule:
(January 1 - March 31)
Common Bermudagrass (unhulled) - 20 pounds per acre
Rye (grain) - 25 pounds per acre
(April 1 - July 31)
® Common bermudagrass (hulled) -15 pounds per acre
Weeping Lovegrass - 5 pounds per acre
Centipede - 8 pounds per acre
(August 1 - December 31)
Common Bermudagrass (unhulled) - 20 pounds per care
Tall Fescue - 60 pounds per acre
Rye (grain) - 25 pounds per acre
Seed Bed Protection:
Straw Mulch - 2 tons per acre (visual)
Asphalt Tack - 0.03 gallons per square yard
TEMPORARY SEEDING:
Seed in accordance with Soil Conservation Service recommendations with regard to seed type, rate
of application, fertilizer, etc.

FERTILIZING, SEEDING AND MULCHING 02920-4
Days Construction
Affordable Suites of Greenville
APPLICATION OF MULCH:
10105
Apply mulch immediately after permanent seeding at a uniform rate sufficient to achieve
approximately 80% coverage of ground surface. Care must be taken to prevent the mulch from
being applied too thickly and smothering the seedlings. Mulch for temporary seeding should be
applied based upon the recommendations of the Soil Conservation Service for the particular type of
seed to be used.
Mulch Anchoring:
On ground slopes less than 4%, anchor mulch with astraight blade disk or anchoring tool.
Press mulch into soil about three inches. Operate equipment across slopes.
On ground slopes greater than 4%, apply asphalt with suitable applicator at a rate of not less
than 150 gallons per ton of mulch.
Peg and twine anchoring may be used on steep slopes. Drive 8" wood stakes every 3 to 4
feet in all directions. Stretch in a crisscross and square in all directions. Secure twine
around pegs and drive pegs flush with surface.
® REPAIR AND MAINTENANCE:
Maintain the grass on the area for a period of 90 days after the grass growth appears. Reseed bare
areas and repair all eroded areas during that period.
Repairs: Inspect all seeded areas and make necessary repairs or reseedings within the planting
season, if possible. If stand should be over 60% damaged, reestablish following original lime,
fertilizer and seeding recommendations.
All areas which do not exhibit satisfactory ground cover within 45 days of seed application shall be
replanted.
END OF SECTION 02920

FERTILIZING, SEEDING AND MULCHING 02920-5
Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Coastal Plain of the Tar-Pamlico River Basin:
•
•
Last Modified 12/2/2005
Includes Greenville and Washington as well as Pitt and Beaufort Counties
Total Nitrogen and Total Phosphorus Loading Calculation Worksheet (Automated)
Project Name: 4 fordable Sidles of Greenrille
Date: 1011412005
By: STA Checked By: FDT

Directions (same for pre-development and post-development tables):
> Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the values in light blue.
> Compare total areas of development in pre- and post- tables for consistency (bottom of column (2)), and also for consistency with
the site plans. If all of these values are not the same, there is an error that must be corrected.
> Unless drainage onto the development from offsite is diverted around or through the site, offsite catchment area draining in must
be included in the acreage values and treated.
Pre-development:
..........
of l:anil` ovei€'
GYP .:.:.:...:.....:.:.:..................... €s:` re ...:
.:..........!?........ ar to
$.1....0?u..•. AaErii
............. liGi i':C'lumtk
.;.,.,..4................ e , e iti
. z1x.. tat;.;.:.:.: o u " "
;:...?.,Mi?h;€:
'•? "tires '• ??i? '
0:5
1 .. 9.1.I ..

`uf'C
nsortatran 1npRry?qus (1.00 ' 0.51 2.60 0.00 0.19 0.00
atgDttpetkbis 0.00 0.51 1.95 0.00 0.11 0.00

(?a ?'n anilsc pc
1.00
0.51
1.42
0.72
0.28
0.14
ri pit ttl;pe iabs"
:: {roplnd .:.:.:.........:•.• 0.51 4.23 0.00 1.23 0.00

0.51 2.04 0.00 0.62 0.00
Yo'Qtielperyous`€ 1.34 0.51 0.95 0.89 0.14 0.13

.
.
P ....
.....?.
?...
.......

.00
1; ' ailn
111
0

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i
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g

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.
.
.
.
.
. 1b ..... lti( r

``trital AreaoflSeve o mnnt...

P
.

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'11N. x .Coet .

r...........

.57
{`I'i??>rz? CoeCf

........... .

.10
:.:.:.:.:.:.:.:.:.
.
.:.: .. Wa. / C .. Ib.ACI ....
Post-development:

(#?
.... ...

Y1? ..........................................:.

:.;.:...?'•......:.:.:.:.

5.1?..>j .rmula : 1

?.vsr,.G?EI53C

...C....umn.....

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gyres

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0

ofTN in" J*::`

3 .... ... 4

of:ti
R:
3 ... 6
TrnSportatQitaiii?iervlois s 0.40 2.61 2.60 2.72 0.19 0.20
;tiiof iiiiptltvg4S i 0.26 2.61 1.95 1.30 0.11 0.07
`:?sal<a:pAgeda?erviaus€;€ 1.26 2.61 1.42 4.67 0.28 0.92
lyoo d cry 0 0.92 2.61 0.94 2.26 0.14 0.34
' Cm' ewais I''

€s ?EraeNort
p ........ ?. )...........

.23
iTl?1104 dn

0.95
?1Laad n
g

'
"

.53
b
/ rY
....
i lbl
r

otakAa o..Ueve o menf ..::
P

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.'1' ..lax' Coef .
P .............

.86
[`['iyEz' :!C`oef'f
?............

.54
:
:...:.:.:.:.:.:.:.
• Note: The nutrient loading goals are 4.0 lb/ac/yr for TN and 0.4 lb/ac/yr for TP. If the post-development nutrient
loading is below these levels, then no BMP is necessary. Otherwise, the next worksheet calculates
post-development TN and TP loadings after BMPs are installed.
CJ

Tar-Pamlico Stormwater Rule 15A NCAC 2B. 0258
Coastal Plain of the Tar-Pamlico River Basin:
Last Modified 5/23103
includes l.ureenvtlte ana wasntngton as weu as rtn ana ueaurort "unnes
BMW Removal Calculation Worksheet (Automated)
Project Name: A/ fordable Suites of Greenville
Date: 10114/-005
By: ST.4 Checked By: FDT
> It may be advantageous to split the development into separate catchments to be handled by separate BMPs. The tables below allow
the development to be split into as many as three catchments, and can be copied for greater than three. NOTE: Unless runoff flowing
onto the development from offsite is routed separately around or through the site, the offsite catchmcnt area draining in must be
included in the acreage values of the appropriate land use(s) and treated.
> Above each table: Enter the catchmcnt acreage in the top green blank. Based on a comparison of the post-development TN and TP
export coefficients you calculated above to the rule requirements of 4.0 lb/ac/yr TN and 0.4 lb/ac/yr TP, select BMP(s) from the list for
treating the catchmcnt runoff. Enter the chosen BMP(s) nutrient removal rates in the green blanks. If more than one BMP is to be
used in series, the combined removal rates will be calculated automatically in the blue blanks.
> Catchment Tables: Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light blue
boxes. NOTE: Compare the Total Catchment Acreage for the Development (final table) to the value you established in the pre-BMP
worksheet tables, and also to the site plans, for consistency. All of these values need to be the same
i
B W :# i cfe ii ou Iio aii ( 25 40 NC BMP Manual
Nutrient Skerigii;teri'etiaio>3 '. 40 35 NC BMP Manual
Removal ` `?ailEilfe€ 35 45 NC BMP Manual
Rates Do'cet ntiau € 35 45 NC BMP Manual
rsaa*p.?.P€ 20 20 NC BD1P Manual
Yfcfitiesll iltcr;Stiip?il 20 35 NC BMP Manual
evcFSrrcclei`:
ITry1}:e3eiitos€'`:'`' 10 10 NC BMP Manual
Catchment 1:
_

otal acreage of catchment 1 = 1:37 ac
T-11
First BMP s TN removal rate = 20 %
Second BMP's TN removal rate =' 20 % First BMP's TP removal rate =
Second BMP's TP removal rate ?'? 20 T :i %
20 1%
Third BMP s TN removal rate % Third BMP's TP removal rate = %
TOTAL TN REMOVAL RATE = 36 % TOTAL TP REMOVAL RATE = 36 %

?x'"•e'of 1ariilGot`ei:?::::: :C`atcliinerii !5:11f?'oririUla raves' eE,1C b ... Coluiiiri€ Averii e.>;: fCo Gitumi
lcrca c ; 0.5f f 9'.I1 '. EN' m 71 ... 3 . 3 •a 1I" m If .; . 2
'?pspfgtptnjie 11.10 4.88 2.60 5.07 0.19 0.37
(1.26 4.88 1.95 2.42 0.11 0.14
tai ' 0.66 4.88 1.42 4.57 0.28 0.90

'Yv0(lciljiervious 0.00 4.88 0.94 0.00 0.14 0.00
eaaaken`u......... 0.05 4.88 1.95 0.48 0.11 0.03
t9ft 1IduS

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5'.E+P...L bl'L .t b d 16f''Y'
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x Pre I d. t r BXpp.
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•
s
Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Last Modified 5/23103
Catchment 2:

Total acreage of catchment 2 = _
i.-47-7
ac

First BMPs TN removal rate =
0
%
First BMP's TP removal rate =? _
0
Second BMPs TN removal rate % Second BMPs TP removal rate= 0/0
Third BMPs TN removal rate =f - % Third BMP's TP removal rate %
TOTAL TN REMOVAL RATE = 0 % TOTAL TP REMOVAL RATE = 0 %

•:?:f?!hCd??lltil?,??.`?1Vt3';?;:;; ;? ch in iif'•
1. ..R..• Sn1: l oiiiiuTa
..............
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- '?i eru eil9Co
k...•..?.•.-.•.:.•.:.:. € €Golomu:
:.•.-.-.......•.•.•. Arena e L111CA
.....?...?;.;.;.;.;.;.;.;..
.,.• oluiiiit
?r,.,.,.,.,.,.,.,.
€ ?irrea r A
0:51 }
f ' s. T m t'.' ::[ ` 2 * r TP m 1 2 '! !
•` TrsryI d tal uii lmpeoioas € 0.00 0.51 2.60 0.00 0.19 0.00
ftoottjtvio:US 0.00 0.51 1.95 0.00 0.11 0.00
T'rS iageil Or OS; 0.51 1.42 0.40 0.28 0.08
'`1Yppc{I'j}grilus 0.9? 0.51 0.94 0.44 0.14 0.07
: zt ciiaake t;ii}i by 13 1P 9.00 0.51 1.95 0.00 0.11 0.00

I
)
0.00 •:•:I.re BA1]'':
0.84 ::::::ire U .1ri Ti'
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.
...,.,...
.............

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s
c
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Pre`I1? 1'7
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........,..
, .....,.,.
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Isx
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Catchment 3:
Total acreage of catchment 3 = . ;ac
First BMP s IN removal rate = % First BMP's TP removal rate %
Second BMP's TN removal rate Second BMP's TP removal rate =!
Third BMP's TN removal rate = % Third BMP's TP removal rate = ^-
TOTAL TN REMOVAL RATE = 0 % TOTAL TP REMOVAL RATE = 0 %

V-i
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era e.EfCa

:

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;'
11;:::

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;:idsj?Ql tutee liiipFriious`' 2.60 0.19
[Ropfperviliiir€€€€` 1.95 0.11
k?tana0 t7pcwivp9 1.42 0.28
;;1Xodiieii jieryois` 0.94 0.14
Areafakciiu[? 1.95 0.11
. r. Ml;airx ::::tee. a . P.?1
s Louii i?r r `
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A

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: £? oct(Ilitacl ` ?3:14/.?cf:
Lz
r:
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:`•':E'aii ?bl'r1" `: l<iiail bl r.'

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J
Tar-Pamlico Stormwater Rule 15A NCAC 2B.0258
Last Modified 5/23/03

Stormwater Management
Affordable Suites of Greenville
October 2005
® Affordable Suites of Greenville
Greenville, North Carolina
DESIGN REQUIREMENT:
Design a stormwater impoundment facility that will control the increased runoff created
by the proposed development, so that the 1-year runoff rates from the developed site is
equivalent to the runoff rate from the site prior to development.
MAXIMUM PERMISSIBLE RELEASE RATES:
Assume Maximum Permissible Release Rate = Peak discharge for site prior to development.
INPUT: PERVIOUS AREA = 1.37 AC
IMPERVIOUS AREA = 0.00
PERVIOUS C = 0.25 AC
IMPERVIOUS C = 0.85
TOTAL AREA = 1.37 AC
® COMPOSITE C = 0.25
H = 7 FT
L = 380 FT
MULT. FACTOR = 2
RESULTS: Tc = 7.0 MIN (Overland Flow)
I(1) = 4.1 IN/HR
Q(1) = CIA = 1.4 CFS
THEREFORE: Maximum Release Rate (1 year storm) = 1.4 CFS
PEAK RUNOFF (DEVELOPED):
Calculate the Peak Runoff Rate for a 1-year storm assuming the site is developed.
INPUT: PERVIOUS AREA = 0.61 AC
IMPERVIOUS AREA = 0.76 AC
PERVIOUS C = 0.25
IMPERVIOUS C = 0.85
® H = 8 FT
L= 550 FT
MULT. FACTOR = 1
Stonnwater Management
Affordable Suites of Greenville
October 2005
® RESULTS: TOTAL AREA = 1.37 AC
COMPOSITE C = 0.58
Tc = 5.1 MIN
I(1) = 4.5 IN/HR
Q(1) = CIA = 3.5 CFS
THEREFORE: Peak Flow (Developed -1 year storm) = 3.5 CFS
INFLOW HYDROGRAPH:
Let the hydrograph peak at the 1-year Rational Flow. Set the volume under the hydrograph
at the 1-year,24-hr runoff.
INPUT: CN = 80 (Bb Bibb Complex, CrB Craven 1%-6%)
P= 3.4 IN (1-yr, 24-hr rain, City of Greenville)
RESULTS: S_ 2.50 IN
RUNOFF= 1.56 IN
Time to Peak: Use the pattern hYdrograp h (Rf. SCS, National Engineering Handbook) to set
®
Tp such that the hydrograph peaks at 3.5 cfs and contains 1.56 inches
of runoff. Set the volume under the hydrograph at the 1-year, 24-hour runoff.
Tp = Tp = Vol/1.37Qp = 27 MIN
INFLOW HYDROGRAPH
Qp = 3.5 cfs
Tp = 27 min
STORAGE REQUIRED:
Estimate Storage by the Triangular Hydrograph Approximation.
Sr = (Qp - Qo)Tp = 3,386 CF
THEREFORE: Estimated Storage Required = 3,386 CF
StonT water Managment
Affordable Suites of Greenville
October 2005
r ?
LJ
El
REGRESSION ANALYSIS
Stonnwater Detention Pond
CONTOUR CONTOUR
AREA
S
INCR ACCUM
VOLUME VOLUME
Z
ESTIMATED
STAGE STORAGE
[sg ft] [cu ft] [cu ft] [ft]

49 0 0 0
50 607 304 304 1 296
51 2078 1343 1646 2 1,724
52 4293 3186 4832 3 4,832
53 6609 5451 10283 4 10,036
Regression Output:
y = ax^b
a = 296.2328396
b = 2.5412
R2 = 0.99999

Stor nwater Management
Affordable Suites of Greenville
October 2005
STORMWATER ROUTING (1-year Storm)
Affordable Suites of Greenville
Grass Swale w/ Attenuation
ORIFICE & WEIR CONFIGURATION
INPUT DATA:
Qp = 3.5 cfs
Tp = 27 min
dT = 2.00 min
Ks = 296.23
b = 2.54
Zo = 49.00 ft
Emergency Spillway
® LW = 120.00 ft
Cw = 3.00
Zcr= 52.50 R
Weir/ 1-Yr. Storm Spillway
LW = 9.00 ft
Cw = 3.00
Zcr= 51.60 ft
Orifice
Db = 6.00 in
Invert = 49.00 ft
Cd = 0.60
Berm around south side of grass swale
will act as emergency spillway
Throated Inlet to act as primary spillway
Invert of outlet pipe

Stormwater Management
Affordable Suites of Greenville
October 2005
L

E 70 0.5 2,613 51.36 1.4 1.4 0.0 0.0
TIME INFLOW STORAGE STAGE OUTFLOW ORIFICE WEIR SPILLWAY
(min) (cfs) (cu ft) (ft) (cfs) (cfs) (cfs) (cfs)
0.0 0 49.00 0.0 0.0 0.0 0.0
2 0.0 0 49.00 0.0 0.0 0.0 0.0
4 0.2 6 49.21 0.1 0.1 0.0 0.0
6 0.4 13 49.30 0.2 0.2 0.0 0.0
8 0.7 39 49.45 0.4 0.4 0.0 0.0
10 1.1 79 49.60 0.6 0.6 0.0 0.0
12 1.5 145 49.76 0.7 0.7 0.0 0.0
14 1.9 246 49.93 0.8 0.8 0.0 0.0
16 2.3 385 50.11 0.9 0.9 0.0 0.0
18 2.7 561 50.29 1.0 1.0 0.0 0.0
20 3.0 772 50.46 1.0 1.0 0.0 0.0
22 3.3 1,013 50.62 1.1 1.1 0.0 0.0
24 3.5 1,276 50.78 1.2 1.2 0.0 0.0
26 3.5 1,552 50.92 1.2 1.2 0.0 0.0
28 3.5 1,831 51.05 1.3 1.3 0.0 .0.0
30 3.4 2,102 51.16 1.3 1.3 0.0 0.0
32 3.2 2,353 51.26 1.3 1.3 0.0 0.0
34 2.9 2,574 51.34 1.4 1.4 0.0 0.0
36 2.6 2,759 51.41 1.4 1.4 0.0 0.0
38 2.4 2,909 51.46 1.4 1.4 0.0 0.0
40 2.2 3,027 51.50 1.4 1.4 0.0 0.0
42 2.0 3,117 51.52 1.4 1.4 0.0 0.0
44 1.8 3,182 51.55 1.4 1.4 0.0 0.0
46 1.6 3,223 51.56 1.4 1.4 0.0 0.0
48 1.5 3,245 51.57 1.4 1.4 0.0 0.0
50 1.3 3,248 51.57 1.4 1.4 0.0 0.0
52 1.2 3,235 51.56 1.4 1.4 0.0 0.0
54 1.1 3,207 51.55 1.4 1.4 0.0 0.0
56 1.0 3,165 51.54 1.4 1.4 0.0 0.0
58 0.9 3,112 51.52 1.4 1.4 0.0 0.0
60 0.8 3,049 51.50 1.4 1.4 0.0 0.0
62 0.7 2,976 51.48 1.4 1.4 0.0 0.0
64 0.7 2,896 51.45 1.4 1.4 0.0 0.0
66 0.6 2,808 51.42 1.4 1.4 0.0 0.0
68 0.5 2,713 51.39 1.4 1.4 0.0 0.0

72 0.5 2,508 51.32 1.4 1.4 0.0 0.0
74 0.4 2,400 51.28 1.3 1.3 0.0 0.0
<PEAK
Stormwater Management
Affordable Suites of Greenville
October 2005
® 76 0.4 2,287 51.24 1.3 1.3 0.0 0.0
78 0.3 2,172 51.19 1.3 1.3 0.0 0.0
80 0.3 2,055 51.14 1.3 1.3 0.0 6.0
82 0.3 1,935 51.09 1.3 1.3 0.0 0.0
84 0.3 1,815 51.04 1.3 1.3 0.0 0.0
86 0.2 1,693 50.99 1.2 1.2 0.0 0.0
88 0.2 1,571 50.93 1.2 1.2 0.0 0.0
90 0.2 1,449 50.87 1.2 1.2 0.0 0.0
92 0.2 1,327 50.80 1.2 1.2 0.0 0.0
94 0.2 1,206 50.74 1.2 1.2 0.0 0.0
96 0.1 1,087 50.67 1.1 1.1 0.0 0.0
98 0.1 968 50.59 1.1 1.1 0.0 0.0
100 0.1 852 50.52 1.1 1.1 0.0 0.0
102 0.1 738 50.43 1.0 1.0 0.0 0.0
104 0.1 628 50.34 1.0 1.0 0.0 0.0
106 0.1 520 50.25 0.9 0.9 0.0 0.0
108 0.1 417 50.14 0.9 0.9 0.0 0.0
110 0.1 320 50.03 0.8 0.8 0.0 0.0
112 0.1 228 49.90 0.8 0.8 0.0 0.0
114 0.1 144 49.75 0.7 0.7 0.0 0.0
® 116 0.1 71 49.57 0.5 0.5 0.0 0.0
118 0.0 13 49.29 0.2 0.2 0.0 0.0
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Stormwater Management
Affordable Suites of Greenville
October 2005
Affordable Suites of Greenville
Greenville, North Carolina
DESIGN REQUIREMENT:
Check that the stormwater impoundment facility that will control the increased runoff created
by the future development, so that the 10-year runoff rates from the developed site will
pass through the outlet structure without overtopping the emergency spillyway.
PEAK RUNOFF (DEVELOPED):
Calculate the Peak Runoff Rate for a 10-year storm assuming the site is developed.
INPUT: PERVIOUS AREA = 0.61 AC
IMPERVIOUS AREA = 0.76 AC
PERVIOUS C = 0.25
RaERVIOUS C = 0.85
H = 8 FT
L= 550 FT
MULT. FACTOR = 1
RESULTS: TOTAL AREA = 1.37 AC
COMPOSITE C = 0.58
®
Tc = 5.1 MIN
I(10) = 7.3 IN/HR
Q(10) = CIA = 5.9 CFS
THEREFORE: Peak Flow (Develop ed -10 year storm) = 5.9 CFS
INFLOW HYDROGRAPH:
Let the hydrograph peak at the 10-year Rational Flow. Set the volume under the hydrograph
at the 10-year,6-hr runoff. (Rf. SCS TR-55)
INPUT: CN = 80 (Bb Bibb Complex, CrB Craven 1%-6%)
P = 4.4 IN (10-yr, 6-hr rain, Pitt County)
RESULTS: S= 2.50 IN
RUNOFF= 2.38 IN
Time to Peak: Use the pattern hydrograph (Rf: SCS, National Engineering Handbook) to set
Tp such that the hydrograph peaks a 5.9 cfs and contains 2.38 inches
of runoff. Set the volume under the hydrograph at the 10-year, 6-hour runoff.
Tp = Tp = Vol/1.37Qp = 25 MIN
® INFLOW HYDROGRAPH
Qp = 5.9 cfs
Tp = 25 min
Stormwater Management
Affordable Suites of Greenville
October 2005
® STORMWATER ROUTING (10-year Storm)
Affordable Suites of Greenville
ORIFICE AND WEIR CONFIGURATION
INPUT DATA:
Qp = 5.9 cfs
Tp = 25 min
dT = 2.00 min
?0
•
a= 296.2328
b = 2.54
Zo = 49.00 ft
Emergency Spillway
LW = 120.00 ft
Cw = 3.00
Zcr= 52.50 ft
Weir/ 1-Yr. Storm Spillway
LW = 9.00 ft
Cw = 3.00
Zcr= 51.60 ft
Orifice
Db = 6.00 in
Invert = 49.00 ft
Cd = 0.60
TIME INFLOW STORAGE STAGE OUTFLOW ORIFICE WEIR SPILLWAY
(min) (cfs) (cu ft) (ft) (cfs) (cfs) (cfs) (cfs)
Berm around south side of grass swale
will act as emergency spillway
Throated Inlet to act as primary spillway
Invert of outlet pipe
OA 0 49.0 0.0 0.0 0.0 0.0
2 0.1 0 49.0 0.0 0.0 0.0 0.0
4 0.4 10 49.3 0.2 0.2 0.0 0.0
6 0.8 33 49.4 0.4 0.4 0.0 0.0
8 1.4 88 49.6 0.6 0.6 0.0 0.0
10 2.1 187 49.8 0.7 0.7 0.0 0.0
12 2.8 351 50.1 0.9 0.9 0.0 0.0
14 3.6 588 50.3 1.0 1.0 0.0 0.0
16 4.3 900 50.5 1.1 1.1 0.0 0.0
Stormwater Management
Affordable Suites of Greenville
October 2005
® 18 4.9 1,283 50.8 1.2 1.2 0.0 0.0
20 5.4 1,730 51.0 1.2 1.2 0.0 0.0
22 5.7 2,224 51.2 1.3 1.3 0.0 0.0
24 5.8 2,750 51.4 1.4 1.4 0.0 0.0
26 5.8 3,286 51.6 1.4 1.4 0.0 0.0
28 5.6 3,810 51.7 2.8 1.5 1.3 0.0
30 5.2 4,145 51.8 4.4 1.5 2.9 0.0
32 4.7 4,239 51.8 4.9 1.5 3.4 0.0 <Peak
34 4.2 4,213 51.8 4.7 1.5 3.2 0.0
36 3.8 4,148 51.8 4.4 1.5 2.9 0.0
38 3.4 4,073 51.8 4.0 1.5 2.5 0.0
40 3.1 3,999 51.8 3.6 1.5 2.1 0.0
42 2.7 3,928 51.8 3.3 1.5 1.8 0.0
44 2.5 3,861 51.7 3.0 1.5 1.5 0.0
46 2.2 3,797 51.7 2.7 1.5 1.2 0.0
48 2.0 3,736 51.7 2.5 1.5 1.0 0.0
50 1.8 3,678 51.7 2.3 1.5 0.8 0.0
52 1.6 3,623 51.7 2.1 1.5 0.6 0.0
54 1.5 3,569 51.7 1.9 1.5 0.4 0.0
56 1.3 3,517 51.6 1.7 1.5 0.3 0.0
58 1.2 3,465 51.6 1.6 1.5 0.2 0.0
®
60 1.1 3,413 51.6 1.5 1.5 0.1 0.0
62 1.0 3,359 51.6 1.4 1.4 0.0 0.0
64 0.9 3,300 51.6 1.4 1.4 0.0 0.0
66 0.8 3,230 51.6 1.4 1.4 0.0 0.0
68 0.7 3,150 51.5 1.4 1.4 0.0 0.0
70 0.6 .3,062 51.5 1.4 1.4 0.0 0.0
72 0.6 2,967 51.5 1.4 1.4 0.0 0.0
74 0.5 2,865 51.4 1.4 1.4 0.0 0.0
76 0.5 2,758 51.4 1.4 1.4 0.0 0.0
78 0.4 2,646 51.4 1.4 1.4 0.0 0.0
80 0.4 2,531 51.3 1.4 1.4 0.0 0.0
82 0.3 2,411 51.3 1.3 1.3 0.0 0.0
84 0.3 2,290 51.2 1.3 1.3 0.0 0.0
86 0.3 2,166 51.2 1.3 1.3 0.0 0.0
88 0.2 2,040 51.1 1.3 1.3 0.0 0.0
90 0.2 1,913 51.1 1.3 1.3 0.0 0.0
92 0.2 1,786 51.0 1.3 1.3 0.0 0.0
94 0.2 1,658 51.0 1.2 1.2 0.0 0.0
96 0.2 1,531 50.9 1.2 1.2 0.0 0.0
98 0.1 1,404 50.8 1.2 1.2 0.0 0.0
®
100 0.1 1,278 50.8 1.2 1.2 0.0 0.0
102 0.1 1,153 50.7 1.1 1.1 0.0 0.0
Stormwater Management
Affordable Suites of Greenville
October 2005
104 0.1 1,030 50.6 1.1 1.1 0.0 0.0
106 0.1 909 50.6 1.1 1.1 0.0 0.0
108 0.1 791 50.5 1.0 1.0 0.0 0.0
110 0.1 676 50.4 1.0 1.0 0.0 0.0
112 0.1 564 50.3 1.0 1.0 0.0 0.0
114 0.1 457 50.2 0.9 0.9 0.0 0.0
116 0.1 355 50.1 0.9 0.9 0.0 0.0
118 0.0 258 49.9 0.8 0.8 0.0 0.0
120 0.0 170 49.8 0.7 0.7 0.0 0.0
122 0.0 91 49.6 0.6 0.6 0.0 0.0
124 0.0 26 49.4 0.3 0.3 0.0 0.0
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Storrrrwater Management
Affordable Suites of Greenville
October 2005
® Affordable Suites of Greenville
Greenville, North Carolina
DESIGN REQUIREMENT:
Check that the stormwater impoundment facility that will control the increased runoff created
by the future development, so that the 25-year runoff rates from the developed site will
pass through the outlet structure without overtopping the emergency spillyway.
PEAK RUNOFF (DEVELOPED):
Calculate the Peak Runoff Rate for a 25-year storm assuming the site is developed.
INPUT: PERVIOUS AREA = 0.61 AC
IMPERVIOUS AREA = 0.76 AC
PERVIOUS C = 0.25
IMPERVIOUS C = 0.85
H = 8 FT
L= 550 FT
MULT. FACTOR = 1
RESULTS: TOTAL AREA = 1.37 AC
® COMPOSITE C =
Tc = 0.58
5.1
MIN
1(25) = 8.7 INIM
Q(25) = CIA = 7.0 CFS
THEREFORE: Peak Flow (Developed -25 year storm) = 7.0 CFS
INFLOW HYDROGRAPH:
Let the hydrograph peak at the 25-year Rational Flow. Set the volume under the hydrograph
at the 25-year,6-hr runoff.
INPUT: CN = 80 (Bb Bibb Complex, CrB Craven 1%-6%)
P = 5.24 IN (25-yr, 6-hr rain, City of Greenville )
RESULTS: S= 2.50 IN
RUNOFF = 3.10 IN
Time to Peak: Use the pattern hydrograph (Rf. SCS, National Engineering Handbook) to set
Tp such that the hydrograph peaks at 7.0 cfs and contains 3.10 inches
of runoff. Set the volume under the hydrograph at the 25-year, 6-hour runoff.
Tp = Tp = Vol/1.37Qp = 27 MIN
® INFLOW HYDROGRAPH
Qp = 7.0 cfs
Tp = 27 min
Stormwater Managcment
Affordable Suites of Greenville
October 2005
® STORMWATER ROUTING (25-year Storm)
Affordable Suites of Greenville
ORIFICE AND WEIR CONFIGURATION
INPUT DATA:
17_?
Qp = 7.0 cfs
Tp = 27 min
dT = 2.00 min
Ks = 296.23
b = 2.54
Zo = 49.00 ft
Emergency Spillway
Lw = 120.00 ft
Cw = 3.00
Zcr= 52.50 ft
Weir/ 1-Yr. Storm Spillway
LW = 9.00 ft
Cw = 3.00
Zcr = 51.60 ft
Orifice
Db = 6.00 in
Invert = 49.00 ft
Cd = 0.60
Berm around south side of grass swale
will act as emergency spillway
Throated Inlet to act as primary spillway
Invert of outlet pipe

Stormwater Management
Affordable Suites of Greenville
October 2005
E
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TIME INFLOW STORAGE STAGE OUTFLOW ORIFICE WEIR SPILLWAY
(min) (cfs) (cu ft) (ft) (cfs) (cfs) (cfs) (cfs)
0.0 0 49.00 0.0 0.0 0.0 0.0
2 0.1 0 49.00 0.0 0.0 0.0 0.0
4 0.4 11 49.28 0.2 0.2 0.0 0.0
6 0.8 32 49.42 0.4 0.4 0.0 0.0
8 1.4 87 49.62 0.6 0.6 0.0 0.0
10 2.1 186 49.83 0.7 0.7 0.0 0.0
12 2.9 352 50.07 0.9 0.9 0.0 0.0
14 3.7 594 50.31 1.0 1.0 0.0 0.0
16 4.5 919 50.56 1.1 1.1 0.0 0.0
18 5.2 1,326 50.80 1.2 1.2 0.0 0.0
20 5.9 1,811 51.04 1.3 1.3 0.0 0.0
22 6.4 2,363 51.26 1.3 1.3 0.0 0.0
24 6.7 2,968 51.48 1.4 1.4 0.0 0.0
26 6.9 3,608 51.67 2.0 1.5 0.5 0.0
28 6.9 4,198 51.84 4.7 1.5 3.1 0.0
30 6.7 4,470 51.91 6.2 1.5 4.6 0.0
32 6.4 4,536 51.93 6.6 1.5 5.0 0.0
34 5.9 4,512 51.92 6.4 1.5 4.9 0.0
36 5.3 4,444 51.90 6.0 1.5 4.5 0.0
38 4.8 4,359 51.88 5.6 1.5 4.0 0.0
40 4.4 4,274 51.86 5.1 1.5 3.6 0.0
42 4.0 4,192 51.84 4.6 1.5 3.1 0.0
44 3.6 4,115 51.82 4.2 1.5 2.7 0.0
46 3.3 4,043 51.80 3.9 1.5 2.4 0.0
48 3.0 3,975 51.78 3.5 1.5 2.0 0.0
50 2.7 3,910 51.76 3.2 1.5 1.7 0.0
52 2.5 3,849 51.74 3.0 1.5 1.5 0.0
54 2.2 3,790 51.73 2.7 1.5 1.2 0.0
56 2.0 3,735 51.71 2.5 1.5 1.0 0.0
58 1.8 3,682 51.70 2.3 1.5 0.8 0.0
60 1.7 3,630 51.68 2.1 1.5 0.6 0.0
62 1.5 3,581 51.67 1.9 1.5 0.5 0.0
64 1.4 3,532 51.65 1.8 1.5 0.3 0.0
66 1.3 3,484 51.64 1.7 1.5 0.2 0.0
68 1.1 3,436 51.62 1.6 1.5 0.1 0.0
70 1.0 3,387 51.61 1.5 1.4 0.0 0.0
72 0.9 3,335 51.59 1.4 1.4 0.0 0.0
74 0.9 3,275 51.57 1.4 1.4 0.0 0.0
<PEAK
Stormwater Management
Affordable Suites of Greenville
October 2005
® 76 0.8 3,205 51.55 1.4 1.4 0.0 0.0
78 0.7 3,126 51.53 1.4 1.4 0.0 0.0
80 0.6 3,040 51.50 1.4 1.4 0.0 0.0
82 0.6 2,947 51.47 1.4 1.4 0.0 0.0
84 0.5 2,848 51.44 1.4 1.4 0.0 0.0
86 0.5 2,744 51.40 1.4 1.4 0.0 0.0
88 0.4 2,635 51.36 1.4 1.4 0.0 0.0
90 0.4 2,523 51.32 1.4 1.4 0.0 0.0
92 0.4 2,407 51.28 1.3 1.3 0.0 0.0
94 0.3 2,289 51.24 1.3 1.3 0.0 0.0
96 0.3 2,169 51.19 1.3 1.3 0.0 0.0
98 0.3 2,046 51.14 1.3 1.3 0.0 0.0
100 0.2 1,923 51.09 1.3 1.3 0.0 0.0
102 0.2 1,799 51.03 1.3 1.3 0.0 0.0
104 0.2 1,674 50.98 1.2 1.2 0.0 0.0
106 0.2 1,550 50.92 1.2 1.2 0.0 0.0
108 0.2 1,425 50.86 1.2 1.2 0.0 0.0
110 0.2 1,302 50.79 1.2 1.2 0.0 0.0
112 0.1 1,179 50.72 1.1 1.1 0.0 0.0
114 0.1 1,058 50.65 1.1 1.1 0.0 0.0
• 116 0.1 939 50.57 1.1 1.1 0.0 0.0
118 0.1 822 50.49 1.1 1.1 0.0 0.0
120 0.1 708 50.41 1.0 1.0 0.0 0.0
122 0.1 598 50.32 1.0 1.0 0.0 0.0
124 0.1 491 50.22 0.9 0.9 0.0 0.0
126 0.1 389 50.11 0.9 0.9 0.0 0.0
128 0.1 292 49.99 0.8 0.8 0.0 0.0
130 0.1 202 49.86 0.7 0.7 0.0 0.0
132 0.1 120 49.70 0.6 0.6 0.0 0.0
134 0.0 50 49.50 0.5 0.5 0.0 0.0
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AFFORDABLE SUITES ??•?,??'`tL
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PUBLIC WORKS DEPARTMENT
E
January 25, 2006
??'b ?? A?q `' 2406
CITY OF GREENVILLE
N O R T H CAR O L I NA
27335-7207
OCo-oto$
Mr. Scott T. Anderson, PE
Rivers & Associates, Inc.
107 East Second Street
Greenville, NC 27858
Re: Affordable Suites of Greenville
Stormwater Management Plan
Dear Scott:
P.O. Box 7207
Attached is the Stormwater Management Plan for the referenced project. Please note that the
plan was:
® Approved.
? Revised as noted.
? Approved as noted.
r1
L=?J
If you have any questions, please call me at [phone].
Sincerely,
? ..1
Lisa Ann Smith, PE
Civil Engineer II
spe
Attachment
PC: Wayne Harrison, City Planner II
-r;
::0DIdA\PCD0CS\CGG\5133924\10
RECEIVED
DEC 0 5 2005
BY: - 9- 2 3 6 p
Days Construction
Affordable Suites of Greenville
Stormwater Management Plan
Greenville, North Carolina
October, 2005
Drawing No. W-2863
Owner:
Premier Group Properties, Inc.
401 Chatham Square Office Park, Unit B
® Fredricksburg, VA 22405
[phone]
Engineer:
Rivers & Associates, Inc.
107 East Second Street
Greenville, NC 27858
(252) 7524135
?11?0;QoFess?o,1;.,?.9
Q SEAL
28425 z
.•
Scott T. Anderson, P.E.
UMINEERING/INSPECTION3 DEFT.
3TORN.9WATER DETENTION
PLAN
APPROVED
APPROVED AS NOTED
R VISE AS NOTED
E3Y .> t '" "
Date:
® Affordable Suites of Greenville
Stormwater Management Plan
Greenville, North Carolina
October, 2005
Days Construction. proposes to construct a constructing a 2 story building - 44 unit
limited stay motel on a tract of land located at the intersection of Dickinson Avenue and
Dansey Road in Greenville, North Carolina. The project includes the construction of a
building, parking lots, a storm sewer system, a storm water treatment system, electric,
telephone, gas, water and sanitary sewer services.
The proposed facility is located on a 2.84 acre portion of Pitt County Tax Parcel No.
58806. This parcel is an undeveloped tract.
The proposed project will disturb an approximately 1.37 acre portion of the property.
This 1.37 acre portion of the parcel is included in the design of stormwater BMP's to
treat stormwater runoff from the proposed development. The remaining 1.47 acres of the
project area is currently wooded with wetlands and floodway. This area will remain
undeveloped and be direct runoff with no nutrient removal provided. The project area
(Catchment 1) is comprised of 0.4 acres of transportation impervious, 0.26 acres of
building impervious, and 0.66 acres of maintained pervious cover. A grass swale will
occupy the remaining 0.5 acres of Catchment 1.
The undeveloped portion of this property (Catchment 2) is 1.47 acres. This catchment is
comprised of 1.26 acres of wooded pervious and 0.21 acres of managed pervious. The
stormwater runoff from this catchment will continue to flow via the natural drainage
swales into Green Mill Run.
In order to capture and remove the required nitrogen and phosphorus export for the total
project site (4.0 lb/ac/yr TN and 0.4 lb/ac/yr TP), a grass swale will be constructed at the
rear of the proposed building. To provide the required nutrient removal for the total site,
the grassed swales will be constructed with twice the length required in accordance with
design methods described in the NCDENR "Stormwater Best Management Practices"
Manual.
In order to provide attenuation for the one year storm, a berm will be constructed at the
end of the grass swale with an outlet structure to control the release rate.The outlet
structure is a masonry/concrete riser with a concrete slab placed on the top of the
structure such that there is an 8" open throat on three sides of the box. There is a 6" pipe
at the invert of the grass swale. The weir elevation of the outlet is set to provide
attenuation of the 1-year, 24-hour storm to the pre-developed release rate (see attached
calculations).
® During construction of this project, the North Carolina Sedimentation Pollution Control
Act and the Rules and Regulations promulgated pursuant to the provisions of this act
must be adhered to. Attached are the specifications for Seeding and Mulching and
Erosion and Pollution control. These specifications explicitly describe procedures to
minimize offsite sedimentation and erosion during the construction phase of the project.
E
E
Affordable Suites of Greenville.
Greenville, North Carolina
® Stormwater BMP Maintenance Plan
Stormwater Best Management Practices are used for the removal of pollutants from
stormwater runoff. The following are maintenance guidelines for Grass Swales.
1. Inspect monthly, or after every runoff-producing rainfall event:
i. Remove debris from the grass swale
ii. Check and clear the piping of any obstructions.
iii. Check the area side slopes; remove trash, repair eroded areas before next
rainfall.
H. Quarterly
i. Inspect the collection system for proper functioning. Clear accumulated
trash from basin grates and basin bottoms, and check piping for
obstructions.
ii. Reseed grassed swales and/or slopes, including the vegetated filter if
® applicable, twice a year as necessary. Repair eroded areas immediately.
III. Every 6 Months
i. Remove any sediment build up in the grass swale.
ii. Inspect slopes/banks for erosion and reseed or stabilize if necessary.
iii. Inspect the inlet and outlet for erosion and stabilize if necessary.
IV. General
i. Mow the side slopes according to season. Maximum grass height shall be
kept consistent with standard landscaping practices for the variety.
V. Special Requirements
i. Keep records of all maintenance activity. Records shall be available for
City of Greenville inspection upon request.
ii. Contact the City of Greenville for approval before making any
modifications to the grass swale.
E
LJ
Days Construction 10105
Affordable Suites of Greenville
® SECTION 02910 - EROSION AND POLLUTION CONTROL
PART1-GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including the General and Special Conditions and
Division-1 Specification sections apply to work of this section.
DESCRIPTION OF WORK:
The extent of the work required under this section is that required to minimize water, air, and noise
pollution and soil erosion and siltation.
Temporary erosion control measures which may be necessary include, but are not limited to,
temporary berms, dikes, dams, drainage ditches, silt basins, silt ditches, silt fences, rip rap,
perimeter swales, slope drains, structures, vegetation, mulches, mats, netting, gravel or any other
methods or devices that are necessary to control or restrict erosion. Temporary erosion control
measures may include work outside the right-of-way or construction limits where such work is
necessary as a result of construction such as borrow pit operations, haul roads, plant sites,
equipment storage sites, and disposal of waste or debris. The Contractor shall be liable for all
damages to public or private property caused by silting or slides originating in waste areas furnished
by the Contractor.
Related Work Specified Elsewhere:
Earthwork: Section 02200
Fertilizing, Seeding and Mulching: Section 02920
QUALITY ASSURANCE:
Codes and Standards:
North Carolina Sedimentation Pollution Control Act of 1973 and the Rules and Regulations
promulgated pursuant to the provisions of said act.
City of Greenville Soil Erosion and Sedimentation Control Ordinance.
.7
EROSION AND POLLUTION CONTROL 02910-1
Days Construction 10105
Affordable Suites of Greenville
® "Standard Specifications for Roads and Structures", North Carolina Department of Transportation
(DOT).
In the event of conflict between the regulations listed above and the requirements of these
specifications, the more restrictive requirement shall apply.
SANCTIONS:
Failure of the Contractor to fulfill any of the requirements of this section may result in the Owner
ordering the stopping of construction operations in accordance with SUBARTICLE 13.8 of the
General Conditions until such failure has been corrected. Such suspension of operations will not
justify an extension of contract time nor additional compensation.
Failure on the part of the Contractor to perform the necessary measures to control erosion,
siltation, and pollution will result in the Engineer notifying the Contractor to take such measures.
In the event that the Contractor fails to perform such measures within 24 hours after receipt of such
notice, the Owner may suspend the work as provided above, or may proceed to have such measures
performed with other forces and equipment, or both. The cost of such work performed by other
forces will be deducted from monies due the Contractor on his contract.
® PART 2 - PRODUCTS
SILT FENCES:
Posts: Steel posts shall be 5' in height and be of the self-fastener angle steel type.
Posts shall be spaced at 10' max. when silt fence is backed with wire mesh, and 7' when no wire
mesh is used or as required by the Engineer.
Woven Wire: Woven wire fencing shall conform to ASTM Al 16 for Class 3 galvanizing. Fabric
shall be a minimum of 32" in width and shall have a minimum of 6 line wires with 12" stay
spacing. The top and bottom wires shall be 10 gauge while the intermediate wires shall be 12-1/2
gauge. Wire fabric shall be fastened to wood posts with not less than #9 wire staples 1-1/2" long.
Fabric: Provide woven synthetic fiber designed specifically for silt fence conforming to NCDOT
specifications.
DRAINAGE STONE:
® Class I material NCDOT No. 57.
EROSION AND POLLUTION CONTROL 02910-2
Days Construction 10/05
Affordable Suites of Greenville
® RIP RAP:
Class B in accordance with NCDOT specifications.
FILTER CLOTH:
For use under rip rap provide woven synthetic fiber with burst strength of 500 psi, permeability of
0.01 cm/sec and apparent serve size of approximately 70 as manufactured by MHR AFI, EXXON, or
approved equal.
MATTING FOR EROSION CONTROL:
Matting for erosion control shall be jute matting or excelsior matting. Other acceptable material
manufactured especially for erosion control may be used when approved by the Engineer in writing
before being used. Matting for erosion control shall not be dyed, bleached, or otherwise treated in a
manner that will result in toxicity to vegetation.
TEMPORARY SEEDING:
is
Temporary seeding, when required, shall be performed in accordance with the recommendations
contained in "Guide for Sediment Control on Construction Sites in North Carolina", published by
the Soil Conservation Service and Section 02920 of these specifications.
PART 3 - EXECUTION
GENERAL:
The Contractor shall take whatever measures are necessary to minimize soil erosion and siltation,
and water, air, and noise pollution caused by his operations. The Contractor shall also comply with
the applicable regulations of all legally constituted authorities relating to pollution prevention and
control. The Contractor shall keep himself fully informed of all such regulations which in any way
affect the conduct of the work, and shall at all times observe and comply with all such regulations.
In the event of conflict between such regulations and the requirements of the specifications, the
more restrictive requirements shall apply.

EROSION AND POLLUTION CONTROL 02910-3
Days Construction
Affordable Suites of Greenville
9 EROSION AND SILTATION CONTROL:
10105
The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent the eroding of soil and the silting of rivers, streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property.
Prior to suspension of operations on the project or any portion thereof, the Contractor shall take all
necessary measures to protect the construction area, including but not limited to borrow sources,
soil type base course sources, and waste areas, from erosion during the period of suspension.
Provide diversion ditches and berms as necessary to prevent concentrated flow of water across
disturbed areas.
Stockpile excavated material on the opposite side of the utility trenches from the watercourses to
the extent that is possible.
In the event that stockpiles are placed on the watercourse side of the trench, provide silt fence or silt
berms with stone filter outlets along the entire length of the stockpile that is on the watercourse side
of the trench. Upon the completion of backfilling, the measures shall be removed and the site
graded to its natural grade or as shown on plans.
is Maintain natural buffer zones along all watercourses sufficient to retain all visible siltation within
the first 25 percent of the buffer width.
Provide a settling basin with a gravel filter outlet for all water pumped from trenches or dewatering
equipment. Pumping of that water directly into any stream, pond, or watercourse is prohibited.
Tamp, fertilize, seed and mulch the disturbed areas as soon as practicable after line is installed and,
in all cases, no later than 30 days after completion of the line segment or work at a particular site.
When construction operations are suspended for more than 30 days, provide temporary seeding and
mulching of all disturbed areas including those areas in which further construction is necessary.
Erosion control measures installed by the Contractor shall be acceptably maintained by the
Contractor.
Silt fences shall be provided where shown on the drawings and/or as necessary to prevent erosion.
Catch basins and Drop Inlets shall be protected from silt by placing rock inlet sediment traps around
the openings until vegetative cover is established.
Temporary rock check dams shall be constructed where shown on the drawings.
® Seeding for erosion control shall be performed in accordance with Section 02920.
EROSION AND POLLUTION CONTROL 029104
Days Construction
Affordable Suites of Greenville
10/05
® Stream Or Ditch Crossings shall be perform in accordance with details shown on plans. Complete
crossing in one working day. Carefully stabilize disturbed slopes by tamping with equipment
buckets and mechanical or hand tamping. Distribute topsoil evenly on slopes and tamp.
Where rip rap is required, carefully place at least one foot thick over filter cloth.
Fertilize, seed, and mulch each crossing's slopes as soon as practicable after completing the crossing
and in no case more than two weeks after disturbance of the slopes.
WATER AND AIR POLLUTION:
The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent pollution of rivers, streams, and water impoundments. Pollutants such as chemicals, fuels,
lubricants, bitumens, raw sewage, and other harmful waste shall not be discharged into or alongside
of rivers, streams, or impoundments, or into natural or manmade channels leading thereto.
The Contractor shall comply with all State or local air pollution regulations throughout the life of
the project.
0 DUST CONTROL:
The Contractor shall control dust throughout the life of the project within the project area and at all
other areas affected by the construction of the project, including, but not specifically limited to,
unpaved secondary roads, haul roads, access roads, disposal sites, borrow and material sources, and
production sites. Dust control shall not be considered effective where the amount of dust creates a
potential or actual unsafe condition, public nuisance, or condition endangering the value, utility, or
appearance of any property.
NOISE CONTROL:
The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent excessive and unnecessary noise. The Contractor shall choose his methods so as to
minimize the disturbance of area residents.
END OF SECTION 02910

EROSION AND POLLUTION CONTROL 02910-5
Days Construction 10105
Affordable Suites of Greenville
SECTION 02920 - FERTILIZING SEEDING AND MULCHING
PART1-GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including the General and Special Conditions and
Division-1 Specification sections apply to work of this section.
DESCRIPTION OF WORK:
Permanent Seeding: Permanent seeding is required for all areas disturbed by construction, except
for areas covered by structures, pavements, etc.
Temporary Seeding: Temporary seeding of disturbed areas shall be performed whenever one or
more of the following conditions exist.
The Engineer determines temporary seeding is necessary to prevent or stop erosion of
disturbed areas.
Work is suspended or delayed on any portion of the project for 30 days and the potential for
erosion exists.
Whenever permanent seeding is delayed beyond that required by the Contract Documents.
QUALITY ASSURANCE:
Codes and Standards: In general, follow procedures and guides published by the Soil Conservation
Service, United States Department of Agriculture.
PART 2 - PRODUCTS
FERTILIZER:
Provide commercial fertilizer conforming to statutory requirements and all rules and regulations
adopted by the North Carolina Board of Agriculture.

FERTILIZING, SEEDING AND MULCHING 02920-1
Days Construction
Affordable Suites of Greenville
® LIMESTONE:
10105
Provide agricultural limestone conforming to all statutory requirements and all rules and regulations
adopted by the North Carolina Board of Agriculture.
SEED:
Provide seed conforming to all statutory requirements and all rules and regulations adopted by the
North Carolina Board of Agriculture.
Provide seed in accordance with requirements shown below. Deliver to site in original containers,
labeled to show that the requirements of the N.C. Seed Law are met.
Quality of seed shall conform to the following:
Minimum Minimum Maximum
Common Name Seed Purity Germination Weed Seed
® Grasses
Fescue Tall (KY--3 1) 98 90 1.00
Common Bermudagrass 99 90 0.1
Centipede 80 90 1.00
Rye 80 90 1.00
Seeding containing prohibited noxious weed seed shall not be accepted. Seed shall be in
conformance with state seed law restrictions for restricted noxious weeds.
If seed of the accepted quality cannot be bought, secure prior approval before making
changes or exceptions.
MULCH:
Mulch for erosion control shall consist of grain straw or other acceptable material, and shall have
been approved by the Engineer before being used. All mulch shall be reasonably free from mature
seedbearing stalks, roots, or bulblets of Johnson Grass, Nutgrass, Sandbur, Wild Garlic, Wild
Onion, Bermuda Grass, Crotalaria, and Witchweed, and free of excessive amount of restricted
noxious weeds as defined by the North Carolina Board of Agriculture at the time of use of the
mulch. Also there shall be compliance with all applicable State and Federal domestic plant
® quarantines. Straw mulch that is matted or lumpy shall be loosened and separated before being
used.
FERTILIZING, SEEDING AND MULCHING 02920-2
Days Construction 10105
Affordable Suites of Greenville
Material for holding mulch in place shall be asphalt or other approved binding material applied in
accordance with this section.
JUTE MESH:
Use jute mesh on seeded areas where slope is steeper than 2 horizontal to one vertical (2:1 slope).
Use woven jute yam weighing approximately 90 lbs. per 100 sq. yds. and having 3/4" openings.
PART 3 - EXECUTION
GENERAL:
Follow procedures set forth in the publication "Guide for Sediment Control on Construction Sites in
North Carolina" by the United States Department of Agriculture, Soil Conservation Service, and as
specified herein.
Scari soil to a depth of three (3) inches and work into a satisfactory seed bed by discing, use of
cultipackers, harrows, drags and other approved means.
Preparation outlined above shall not be done when the soil is frozen, wet or otherwise in an
unfavorable condition.
Begin and complete seeding operations as outlined below as soon as possible after final grading is
completed, but in no event later than 30 days after completion of final grading.
Seeding and mulching operations shall not begin until electrical service has been installed within
the project, unless directed by the Engineer.
Distribute lime and fertilizer, uniformly over seed bed and harrow, rake, or otherwise work same
into seed bed.
Distribute seed uniformly over seed bed. Cover seed lightly after seeding.
No lime fertilizer, or seed shall be applied during a strong wind, when soil is wet or otherwise
unworkable. Should rain follow seeding before rolling is begun, the bed shall not be rolled.
PERMANENT SEEDING:
is Application of Lime, Fertilizer and Seed:
FERTILIZING, SEEDING AND MULCHING 02920-3
Days Construction 10105
Affordable Suites of Greenville

Apply lime at the rate of 2 tons per acre.
Apply fertilizer at a rate and analysis which will provide the following amounts of nutrients:
Nitrogen: 100 pounds per acre
Potash: 100 pounds per acre
Phosphorous: 100 pounds per acre
Apply 600 pounds per acre of 20% superphosphate or equivalent in addition to that listed
above or use an analysis which will provide the additional phosphorous.
Provide permanent seeding in accordance with the following schedule:
(January 1 - March 31)
Common Bermudagrass (unhulled) - 20 pounds per acre
Rye (grain) - 25 pounds per acre
(April I - July 31)
Common bermudagrass (hulled) -15 pounds per acre
Weeping Lovegrass - 5 pounds per acre
Centipede - 8 pounds per acre
(August 1 - December 31)
Common Bermudagrass (unhulled) - 20 pounds per care
Tall Fescue - 60 pounds per acre
Rye (grain) - 25 pounds per acre
Seed Bed Protection:
Straw Mulch
Asphalt Tack
TEMPORARY SEEDING:
- 2 tons per acre (visual)
- 0.03 gallons per square yard
Seed in accordance with Soil Conservation Service recommendations with regard to seed type, rate
of application, fertilizer, etc.

FERTILIZING, SEEDING AND MULCHING
02920-4
Days Construction
Affordable Suites of Greenville
® APPLICATION OF MULCH:
10105
Apples immediately after permanent seeding at a uniform rate sufficient to achieve
approximately 80% coverage of ground surface. Care must be taken to prevent the mulch from
being applied too thickly and smothering the seedlings. Mulch for temporary seeding should be
applied based upon the recommendations of the Soil Conservation Service for the particular type of
seed to be used.
Mulch Anchoring:
On Around slopes less than 4%, anchor mulch with a straight blade disk or anchoring tool.
Press mulch into soil about three inches. Operate equipment across slopes.
On ground slopes greater than 4%, apply asphalt with suitable applicator at a rate of not less
than 150 gallons per ton of mulch.
Peg and twine anchoring may be used on steep slopes. Drive 8" wood stakes every 3 to 4
feet in all directions. Stretch in a crisscross and square in all directions. Secure twine
around pegs and drive pegs flush with surface.
® REPAIR AND MAINTENANCE:
Maintain the grass on the area for a period of 90 days after the grass growth appears. Reseed bare
areas and repair all eroded areas during that period.
Repairs: Inspect all seeded areas and make necessary repairs or reseedings within the planting
season, if possible. If stand should be over 60% damaged, reestablish following original lime,
fertilizer and seeding recommendations.
All areas which do not exhibit satisfactory ground cover within 45 days of seed application shall be
replanted.
END OF SECTION 02920
E
FERTILIZING, SEEDING AND MULCHING 02920-5

E , I
E
Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Coastal Plain of the Tar-Pamlico River Basin:

0
Last Modified 12/2/2005
Includes Greenville and Washington as well as Pitt and Beaufort Counties
Total Nitrogen and Total Phosphorus Loading Calculation Worksheet (Automated)
Project Name: Affordable Suites of Greenrille
Date: 1011412005
By: STA Checked By: FDT

Directions (same for pre-development and post-development tables):
> Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the values in light blue.
> Compare total areas of development in pre- and post- tables for consistency (bottom of column (2)), and also for consistency with
the site plans. If all of these values are not the same, there is an error that must be corrected.
> Unless drainage onto the development from ofTsite is diverted aro und or through the site, ofTsite catchment area drain ing in must
be included in the acreage values and treated.
Pre-development:

e of niLgvcr of ..:

Ar .) ........ .itil:Fvrnl la

.......................u,... .rfivera .' 1C€

,............ gC.>........

:Ciiliimt
.........................

. 'eae b1 ::
. t
..r1t...h.........

o[u :`
...??....R?h.....
titres .. 051:+ 91 T : of CN' m ft ?: 3
::::::.T r ns 00 .04000!, o.00 0.51 2.60 0.00 0.19 0.00
ltoif iiiper Ysols 0.00 0.51 1.95 0.00 0.11 0.00
€Rriiiaperv

(iil\?'111ji1I1115C??SC11) 1.(I(1 0.51 1.42 0.72 0.28 0.14
liaioaeii petYois 0.51 4.23 0.00 1.23 0.00

11>ttinagcil pervious i 0.51 2.04 0.00 0.62 0.00

Yo'atcd;pervoi? 1.84 0.51 0.95 0.89 0.14 0.13

?•`'? Irti' eiwoiis 1 ......:...
• ?'? itiort
.{
p
..
.
?>?*?
.
?
:.

.00 TlYa;o3il'iii'?

2
1. 60410
>;

0.27
.....
..
.
..
........
..
.
.. Ib .:r
ev n

:I:"1'rita1?AOX0 f.b ..u A me # ...

84

:.:.:.:.:.:.:.:.:.:.:.:...:.
.T .. Cb t .

..:.:

.57

tic f

.10
]b .AC . .
Post-development:
..... ...
4 ::::::€:€
.......
:.....:..:

cvfLand?. ?over?`'::
`:FYI?
.
.
?..
..............:.:.
:
?:'.??reaa
:.;.:.;.
.................
S:)Sab`Arnula
...:...:.........:......,...
.aver.b'? .?111Ci
.,......:...
`€C:oliiiiu..
....e .n cED1C :l :.. ..
Co .umn:: i
:
.:.:.:.
.:.:.:.:
:
: .
;
. ofTN: mg' ,....
(1), .; 3 d
of 1 P iii fL .' {.
2 ..; 3 :... S
Trizris[iortat g1f':IM1)ervioiiS::::;: 0.40 2.61 2.60 2.72 0.19 0.20
oafiiiiprY4us': 0.26 2.61 1.95 1.30 0.11 0.07
Tapiic?lVieryious 1.26 2.61 1.42 4.67 0.28 0.92
YooeryipVs 0.92 2.61 0.94 2.26 0.14 0.34

€€F actlan
0.23

10.95 .(131

'?
1.53
i
`?r it

t• 1 A '.'?? of [3cvelo t31 n# .:

.84 ... N. f
.? . lux .Co f .

A........e....

.86
Cl' )~z i ..... .
:
...p .......
...

.54
lmacyrj:
r
® Note: The nutrient loading goals are 4.0 lb/ac/yr for TN and 0.4 lb/ac/yr for TP. If the post-development nutrient
loading is below these levels, then no BMP is necessary. Otherwise, the next worksheet calculates
post-development TN and TP loadings after BMPs are installed.
Tar-Pamlico Stormwater Rule 15A NCAC 28.0258 Last Modified 5123103
Coastal Plain of the Tar-Pamlico River Basin:
r....1..A r Pnv;11P and Wnchinvton qc well aS Pitt and Beaufort Counties
L
L

BMP Removal Calculation Worksheet (Automated)
Project Name: t,fordable Suites ofGreen title
Date: 10114/-005
By. ST.4 Checked By: FDT
Directions:
> It may be advantageous to split the development into separate catchments to be handled by separate BMPs. The tables below allow
the development to be split into as many as three catchments, and can be copied for greater than three. NOTE: Unless runoff flowing
onto the development from offsite is routed separately around or through the site, the offsite catchment area draining in must be
included in the acreage values of the appropriate land use(s) and treated.
> Above each table: Enter the catchment acreage in the top green blank. Based on a comparison of the post-development TN and TP
export coefficients you calculated above to the rule requirements of 4.0 Ib/ac/yr TN and 0.4 lb/ac/yr TP, select BMP(s) from the list for
treating the catchment runoff. Enter the chosen BMP(s) nutrient removal rates in the green blanks. If more than one BMP is to be
used in series, the combined removal rates will be calculated automatically in the blue blanks.
> Catchment Tables: Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light blue
boxes. NOTE: Compare the Total Catchment Acreage for the Development (final table) to the value you established in the pre-BMP
worksheet tables, and also to the site plans, for consistency. All of these values need to be the same
Stnndt?r
CS tl.
Brt Defeiitoi{1'ouii 25 40 NC BhiP Manual
Nutrient Se?gtiter?F et??ii??; 40 35 NC BMP Manual
Removal Stii1i(iec' €i€i 35 45 NC BMP Manual
Rates Ilioretiei Eiai':[ 35 45 NC BMP Manual
rai3:Situ t E f E 20 20 NC BMP Manual
yyFi stei) Filter 5ti1p}1 20 35 NC BMP Manual
: D.T e2cut3oa 10 10 NC BMP Manual
Catchment 1:
-1.3 Total acreage of catchment l = ^ 7 ac
First BMP s TN removal rate = G 20 T % First BMP s TP removal rate = f 20 %
Second BMP's TN removal rate =20 1 % Second BMP's TP removal rate = 20 %
Third BMP's TN removal rate = j % Third BMP's TP removal rate = %
TOTAL TN REMOVAL RATE = 36 % TOTAL TP REMOVAL RATE = 36 %
pil
...................
: ;; Cype o -an rai:cc Catehtneni 5 ?i formula rlveraSe7 ?1C b Column.€; i?vernge> %fCo o2um>t ;
::. .:... :..::::::: ?:::rYCrca r?:: : O;S1•f 9.1 1< :.::.TN:'ii'7[. 2 : 3 A' 4 'I'R. 'm 11, ::. 7 ? 3 ti
Tjitoltgt}pa l?iijZsrious ` 0.40 4.88 2.60 5.07 0.19 037
11.26 4.88 1.95 2.42 0.11 0.14
`1?Iaiiaed`aieripu@' 0.66 4.88 1.42 4.57 0.28 0.90
looilcihpcrvious 0.00 4.88 0.94 0.00 0.14 0.00
E ' Aiea t t ea`:u?;by B 1T` 0.05 4.88 1.95 0.48 0.11 0.03
i rct3RLI'7N
1.44
12.54
(! 0.48
A...IZ211..mpe....• ?!
Goiiil Itil :r•''. €:) ou(Iti(':::
€.1P..R......
bW 1.05
9.19
• lr1tsi ofUeF?lo menf... 137
t ...............1? ....... ::::.. ;1:
);xjioct(Ibfacl? .?z00 (Ib,.u./xry
Pot B
?i i o IT
aB? .Th
•-...r s ... ......
8.03 0.92
iiit Ilif Y'`
? j
o Post 13 1P T
F ?t B? TP Tfs
067
5.88
Rx ._.?
(16401) eye
bla
::: Ez ort Z
E
L17
Tar-Pamlico Stormwater Rulo 15A NCAC 28.0258
Last Modified 5/23/03
Catchment 2:
_
Total acreage of catchment 2 =7-1.4-7-7, ac

First BMPs TN removal rate = 0 %
First BMP's TP removal rate =; _
(0 %
Second BMPs TN removal rate =!- % Second BMPs TP removal rate = ?%
Third BMPs TN removal rate = --- % Third BMPs TP removal rate = ?%
TOTAL TN REMOVAL RATE = 0 % TOTAL TP REMOVAL RATE = 0 %

................
. T}pe Otto ?l aver: GitebWit 5 ?i 1 armuta >1vernge i l o Goii,i?iri; Ater tge F?IItGA o3gniu
3:
sE Tr3ryspbrt;iti6gjht'peti jAss 11.00. 0.51 2.60 0.00 0.19 0.00
12oot j xrviops[ € i € ` 0.00 0.51 1.95 0.00 0.11 0.00
'1lr ease l [ e V QUS Ea 0.55 0.51 1.42 0.40 0.28 0.08
:: ' 1 A44? S?`:(? 11;1qu9 0.92 0.51 0.94 0.44 0.14 0.07
a`takeiap>x}?_13511' ILUU 0.51 1.95 0.00 0.11 0.00

rachddIm
MOW: J
0.00 h : :1
0.84 E s1*je U..1P.Ti'
0.14
. Ivaad 070.4

...
r;
T oi410*.

`ufat sir
c
s
P

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.57
re l3 . tt' 11'
:..@

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..............
.:.:.;.:.:.;.:.
... Ei poet ltilacf t cx i (Iti a y )

...............:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.

::::::...:.:.:.:.:.:.:

.............:.......... Yost IMP 73v

'
0
84 ostnbMPIfP

:
14
0
oi; til )

I
(
Y .. .
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`:;east I;ltl' 7TH

'

0 57 pos -a 1 .TI'

os .

.10

?a. Export
(Iblactyr)
a / r
Catchment 3:
Total acreage of catchment 3 =; ac
First BMP s TN removal rate = i % First BMP s TP removal rate = I %
Second BMP's TN removal rate = f % Second BMP's TP removal rate = I %
Third BMP's TN removal rate = % Third BMP's TP removal rate =i
TOTAL TN REMOVAL RATE = 0 % TOTAL TP REMOVAL RATE = 0 %

.
Tyne ot: 'an gi :` Cai?lii»en : S i?1 1 orniuia yerlge lti1C bt ..:GoTum>ti, Avrtnge EtilCo Co
.... .
o- +-91b:
IN in lL
2 3 :? 4
::Tp. m 11, ::
q .: 3 G
1?4SI?:YP!ipit IjtilZt v?ous _ 2.60 0.19
:Ronfiri?iervjouE 1.95 0.11
kkt?igcs7[ierviop9 1.42 0.28
'i!oiieii pervjuus 0.94 0.14
?Irea taken g?rbB7T! 1.95 0.11

ei"''sviovs: ' ;ra'''''t ':: '

::TbtalArea nS:Uct?1o ?.ttiCp#..
?:: . )r,bport(IblaclJ?z lzpbTl{I.b%?icfyry
..........
. P st.BA11.•Tty ost [3 1P'i1'

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?Yns . PT
`` Ex prt Ib .c a f t

1
t
E
E
•
Tar-Pamlico StormwaterRule 15A NCAC 28.0258
Last Modified 5/23/03
J
Stormwater Management
Affordable Suites of Greenville
October 2005
Affordable Suites of Greenville
Greenville, North Carolina
DESIGN REQUIREMENT:
Design a stormwater impoundment facility that will control the increased runoff created
by the proposed development, so that the 1-year runoff rates from the developed site is
equivalent to the runoff rate from the site prior to development.
MAXIMUM PERMISSIBLE RELEASE RATES:
Assume Maximum Permissible Release Rate = Peak discharge for site prior to development.
INPUT: PERVIOUS AREA = 1.37 AC
IMPERVIOUS AREA = 0.00
PERVIOUS C = 0.25 AC
IMPERVIOUS C = 0.85
TOTAL AREA = 1.37 AC
® COMPOSITE C = 0.25
H = 7 FT
L = 380 FT
MULT. FACTOR = 2
RESULTS: Tc = 7.0 MIN (Overland Flow)
I(1) = 4.1 IN/HR
Q(1) = CIA = 1.4 CFS
THEREFORE: Maximum Release Rate (1 year storm) = 1.4 CFS
PEAK RUNOFF (DEVELOPED):
Calculate the Peak Runoff Rate for a 1-year storm assuming the site is developed.
INPUT: PERVIOUS AREA = 0.61 AC
IMPERVIOUS AREA = 0.76 AC
PERVIOUS C = 0.25
IMPERVIOUS C = 0.85
® H = 8 FT
L= 550 FT
MULT. FACTOR = 1 1
Stormwater Management
Affordable Suites of Greenville
October 2005

RESULTS: TOTAL AREA = 1.37 AC
COMPOSITE C = 0.58
Tc = 5.1 MIN
I(1) = 4.5 IN/HR
Q(1) = CIA = 3.5 CFS
THEREFORE: Peak Flow (Develop ed -1 ye ar storm) = 3.5 CFS
INFLOW HYDROGRAPH:
Let the hydrograph peak at the 1-year Rational Flow. Set the volume under the hydrograph
at the 1-year,24-hr runoff.
INPUT: CN = 80 (Bb Bibb Complex, CrB Craven 1%-6%)
P = 3.4 IN (1-yr, 24-hr rain, City of Greenville)
RESULTS: S_ 2.50 IN
RUNOFF= 1.56 IN
Time to Peak: Use the pattern hYdrograp h (Rf. SCS National Engineering Handbook) to set
®
Tp such that the hydrograph peaks at 3.5 cfs and contains 1.56 inches
of runoff. Set the volume under the hydrograph at the 1-year, 24-hour runoff.
Tp = Tp = Vol/1.37Qp = 27 MIN
INFLOW HYDROGRAPH
QP = 3.5 cfs
Tp = 27 min
STORAGE REQUIRED:
Estimate Storage by the Triangular Hydrograph Approximation.
Sr = (Qp - Qo)Tp = 3,386 CF
THEREFORE: Estimated Storage Required = 3,386 CF
El
Stormwater Managment
Affordable Suites of Greenville
October 2005
REGRESSION ANALYSIS
Stormwater Detention Pond
S Z
CONTOUR CONTOUR INCR ACCUM ESTIMATED
AREA VOLUME VOLUME STAGE STORAGE
[sg ft] [cu ft] (cu ft] [ft]

49 0 0 0
50 607 304 304 1 296
51 2078 1343 1646 2 1,724
52 4293 3186 4832 3 4,832
53 6609 5451 10283 4 10,036
E
Regression Output:
y = aeb
a = 296.2328396
b = 2.5412
R2 = 0.99999
E
Stormwater Management
Affordable Suites of Greenville
October 2005
® STORMWATER ROUTING (1-year Storm)
Affordable Suites of Greenville
Grass Swale w/ Attenuation
ORIFICE & WEIR CONFIGURATION
INPUT DATA:
Qp = 3.5 cfs
Tp = 27 min
dT = 2.00 min
Ks = 296.23
b = 2.54
Zo = 49.00 ft
Emergency Spillway
® Lw = 120.00 ft
Cw = 3.00
Zct= 52.50 ft
Weir/ 1-Yr. Storm Spillway
Lw = 9.00 ft
Cw = 3.00
Zcr= 51.60 R
Orifice
Db = 6.00 in
Invert = 49.00 ft
Cd = 0.60
Berm around south side of grass swale
will act as emergency spillway
Throated Inlet to act as primary spillway
Invert of outlet pipe
11
Stormwater Management
Affordable Suites of Greenville
October 2005
E
L
L
TIME INFLOW STORAGE STAGE OUTFLOW ORIFICE WEIR SPILLWAY
(min) (cfs) (Cu ft) (ft) (cfs) (cfs) (cfs) (cfs)
0.0 0 49.00 0.0 0.0 0.0 0.0
2 0.0 0 49.00 0.0 0.0 0.0 0.0
4 0.2 6 49.21 0.1 0.1 0.0 0.0
6 0.4 13 49.30 0.2 0.2 0.0 0.0
8 0.7 39 49.45 0.4 0.4 0.0 0.0
10 1.1 79 49.60 0.6 0.6 0.0 0.0
12 1.5 145 49.76 0.7 0.7 0.0 0.0
14 1.9 246 49.93 0.8 0.8 0.0 0.0
16 2.3 385 50.11 0.9 0.9 0.0 0.0
18 2.7 561 50.29 1.0 1.0 0.0 0.0
20 3.0 772 50.46 1.0 1.0 0.0 0.0
22 3.3 1,013 50.62 1.1 1.1 0.0 0.0
24 3.5 1,276 50.78 1.2 1.2 0.0 0.0
26 3.5 1,552 50.92 1.2 1.2 0.0 0.0
28 3.5 1,831 51.05 1.3 1.3 0.0 .0.0
30 3.4 2,102 51.16 1.3 1.3 0.0 0.0
32 3.2 2,353 51.26 1.3 1.3 0.0 0.0
34 2.9 2,574 51.34 1.4 1.4 0.0 0.0
36 2.6 2,759 51.41 1.4 1.4 0.0 0.0
38 2.4 2,909 51.46 1.4 1.4 0.0 0.0
40 2.2 3,027 51.50 1.4 1.4 0.0 0.0
42 2.0 3,117 51.52 1.4 1.4 0.0 0.0
44 1.8 3,182 51.55 1.4 1.4 0.0 0.0
46 1.6 3,223 51.56 1.4 1.4 0.0 0.0
48 1.5 3,245 51.57 1.4 1.4 0.0 0.0
50 1.3 3,248 51.57 1.4 1.4 0.0 0.0
52 1.2 3,235 51.56 1.4 1.4 0.0 0.0
54 1.1 3,207 51.55 1.4 1.4 0.0 0.0
56 1.0 3,165 51.54 1.4 1.4 0.0 0.0
58 0.9 3,112 51.52 1.4 1.4 0.0 0.0
60 0.8 3,049 51.50 1.4 1.4 0.0 0.0
62 0.7 2,976 51.48 1.4 1.4 0.0 0.0
64 0.7 2,896 51.45 1.4 1.4 0.0 0.0
66 0.6 2,808 51.42 1.4 1.4 0.0 0.0
68 0.5 2,713 51.39 1.4 1.4 0.0 0.0
70 0.5 2,613 51.36 1.4 1.4 0.0 0.0
72 0.5 2,508 51.32 1.4 1.4 0.0 0.0
74 0.4 2,400 51.28 1.3 1.3 0.0 0.0
<PEAK
Stormwater Management
Affordable Suites of Greenville
October 2005
® 76 0.4 2,287 51.24 1.3 1.3 0.0 0.0
78 0.3 2,172 51.19 1.3 1.3 0.0 0.0
80 0.3 2,055 51.14 1.3 1.3 0.0 6.0
82 0.3 1,935 51.09 1.3 1.3 0.0 0.0
84 0.3 1,815 51.04 1.3 1.3 0.0 0.0
86 0.2 1,693 50.99 1.2 1.2 0.0 0.0
88 0.2 1,571 50.93 1.2 1.2 0.0 0.0
90 0.2 1,449 50.87 1.2 1.2 0.0 0.0
92 0.2 1,327 50.80 1.2 1.2 0.0 0.0
94 0.2 1,206 50.74 1.2 1.2 0.0 0.0
96 0.1 1,087 50.67 1.1 1.1 0.0 0.0
98 0.1 968 50.59 1.1 1.1 0.0 0.0
100 0.1 852 50.52 1.1 1.1 0.0 0.0
102 0.1 738 50.43 1.0 1.0 0.0 0.0
104 0.1 628 50.34 1.0 1.0 0.0 0.0
106 0.1 520 50.25 0.9 0.9 0.0 0.0
108 0.1 417 50.14 0.9 0.9 0.0 0.0
110 0.1 320 50.03 0.8 0.8 0.0 0.0
112 0.1 228 49.90 0.8 0.8 0.0 0.0
114 0.1 144 49.75 0.7 0.7 0.0 0.0
® 116 0.1 71 49.57 0.5 0.5 0.0 0.0
118 0.0 13 49.29 0.2 0.2 0.0 0.0
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Storrnwater Management
Affordable Suites of Greenville
October 2005
40 Affordable Suites of Greenville
Greenville, North Carolina
DESIGN REQUIREMENT:
Check that the stormwater impoundment facility that will control the increased runoff created
by the future development, so that the 10-year runoff rates from the developed site will
pass through the outlet structure without overtopping the emergency spillyway.
PEAK RUNOFF (DEVELOPED):
Calculate the Peak Runoff Rate for a 10-year storm assuming the site is developed.
INPUT: PERVIOUS AREA = 0.61 AC
IMPERVIOUS AREA = 0.76 AC
PERVIOUS C = 0.25
MTERVIOUS C = 0.85
H = 8 FT
L = 550 FT
MULT. FACTOR= 1
RESULTS: TOTAL AREA = 1.37 AC
COMPOSITE C = 0.58
Tc = 5.1 MIN
I(10) = 7.3 IN/HR
Q(10) = CIA = 5.9 CFS
THEREFORE: Peak Flow (Develop ed -10 year storm) = 5.9 CFS
INFLOW HYDROGRAPH:
Let the hydrograph peak at the 10-year Rational Flow. Set the volume under the hydrograph
at the 10-year,6-hr runoff. (Rf. SCS TR-55)
INPUT: CN = 80 (Bb Bibb Complex, CrB Craven 1%-6%)
P = 4.4 IN (10-yr, 6-hr rain, Pitt County)
RESULTS: S= 2.50 IN
RUNOFF= 2.38 IN
Time to Peak: Use the pattern hydrograph (Rf. SCS, National Engineering Handbook) to set
Tp such that the hydrograph peaks a 5.9 efs and contains 2.38 inches
of runoff. Set the volume under the hydrograph at the 10-year, 6-hour runoff.
Tp = Tp = Vol/1.37Qp = 25 MIN
0 INFLOW HYDROGRAPH
Qp = 5.9 cfs
Tp = 25 min
Stormwater Management
Affordable Suites of Greenville
October 2005
® STORMWATER ROUTING (10-year Storm)
Affordable Suites of Greenville
ORIFICE AND WEIR CONFIGURATION
INPUT DATA:
Qp = 5.9 cfs
Tp = 25 min
dT = 2.00 min
a= 296.2328
b = 2.54
Zo = 49.00 ft
Emergency Spillway
Lw = 120.00 ft Berm around south side of grass swale
Cw = 3.00 will act as emergency spillway
Zcr= 52.50 ft
®
Weir/ 1-Yr. Storm Spillway
Lw = 9.00 ft Throated Inlet to act as primary spillway
Cw = 3.00
Zcr- 51.60 ft
Orifice
Db = 6.00 in
Invert = 49.00 ft Invert of outlet pipe
Cd = 0.60
TIME INFLOW STORAGE STAGE OUTFLOW ORIFICE WEIR SPILLWAY
(min) (cfs) (cu ft) (ft) (cfs) (cfs) (cfs) (cfs)
0 12 2.8 351 50.1 0.9 0.9 0.0 0.0
0:0 0 49.0 0.0 0.0 0.0 0.0
2 0.1 0 49.0 0.0 0.0 0.0 0.0
4 0.4 10 49.3 0.2 0.2 0.0 0.0
6 0.8 33 49.4 0.4 0.4 0.0 0.0
8 1.4 88 49.6 0.6 0.6 0.0 0.0
10 2.1 187 49.8 0.7 0.7 0.0 0.0

14 3.6 588 50.3 1.0 1.0 0.0 0.0
16 4.3 900 50.5 1.1 1.1 0.0 0.0
Stormwater Management
Affordable Suites of Greenville
October 2005
18 4.9 1,283 50.8 1.2 1.2 0.0 0.0
20 5.4 1,730 51.0 1.2 1.2 0.0 0.0
22 5.7 2,224 51.2 1.3 1.3 0.0 0.0
24 5.8 2,750 51.4 1.4 1.4 0.0 0.0
26 5.8 3,286 51.6 1.4 1.4 0.0 0.0
28 5.6 3,810 51.7 2.8 1.5 1.3 0.0
30 5.2 4,145 51.8 4.4 1.5 2.9 0.0
32 4.7 4,239 51.8 4.9 1.5 3.4 0.0 <Peak
34 4.2 4,213 51.8 4.7 1.5 3.2 0.0
36 3.8 4,148 51.8 4.4 1.5 2.9 0.0
38 3.4 4,073 51.8 4.0 1.5 2.5 0.0
40 3.1 3,999 51.8 3.6 1.5 2.1 0.0
42 2.7 3,928 51.8 3.3 1.5 1.8 0.0
44 2.5 3,861 51.7 3.0 1.5 1.5 0.0
46 2.2 3,797 51.7 2.7 1.5 1.2 0.0
48 2.0 3,736 51.7 2.5 1.5 1.0 0.0
50 1.8 3,678 51.7 2.3 1.5 0.8 0.0
52 1.6 3,623 51.7 2.1 1.5 0.6 0.0
54 1.5 3,569 51.7 1.9 1.5 0.4 0.0
56 1.3 3,517 51.6 1.7 1.5 0.3 0.0
58 1.2 3,465 51.6 1.6 1.5 0.2 0.0
60 1.1 3,413 51.6 1.5 1.5 0.1 0.0
62 1.0 3,359 51.6 1.4 1.4 0.0 0.0
64 0.9 3,300 51.6 1.4 1.4 0.0 0.0
66 0.8 3,230 51.6 1.4 1.4 0.0 0.0
68 0.7 3,150 51.5 1.4 1.4 0.0 0.0
70 0.6 .3,062 51.5 1.4 1.4 0.0 0.0
72 0.6 2,967 51.5 1.4 1.4 0.0 0.0
74 0.5 2,865 51.4 1.4 1.4 0.0 0.0
76 0.5 2,758 51.4 1.4 1.4 0.0 0.0
78 0.4 2,646 51.4 1.4 1.4 0.0 0.0
80 0.4 2,531 51.3 1.4 1.4 0.0 0.0
82 0.3 2,411 51.3 1.3 1.3 0.0 0.0
84 0.3 2,290 51.2 1.3 1.3 0.0 0.0
86 0.3 2,166 51.2 1.3 1.3 0.0 0.0
88 0.2 2,040 51.1 1.3 1.3 0.0 0.0
90 0.2 1,913 51.1 1.3 1.3 0.0 0.0
92 0.2 1,786 51.0 1.3 1.3 0.0 0.0
94 0.2 1,658 51.0 1.2 1.2 0.0 0.0
96 0.2 1,531 50.9 1.2 1.2 0.0 0.0
® 98 0.1 1,404 50.8 1.2 1.2 0.0 0.0
100 0.1 1,278 50.8 1.2 1.2 0.0 0.0
102 0.1 1,153 50.7 1.1 1.1 0.0 0.0
Stormwater Management
Affordable Suites of Greenville
October 2005
® 104 0.1 1,030 50.6 1.1 1.1 0.0 0.0
106 0.1 909 50.6 1.1 1.1 0.0 0.0
108 0.1 791 50.5 1.0 1.0 0.0 0.0
110 0.1 676 50.4 1.0 1.0 0.0 0.0
112 0.1 564 50.3 1.0 1.0 0.0 0.0
114 0.1 457 50.2 0.9 0.9 0.0 0.0
116 0.1 355 50.1 0.9 0.9 0.0 0.0
118 0.0 258 49.9 0.8 0.8 0.0 0.0
120 0.0 170 49.8 0.7 0.7 0.0 0.0
122 0.0 91 49.6 0.6 0.6 0.0 0.0
124 0.0 26 49.4 0.3 0.3 0.0 0.0
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Stormwater Management
Affordable Suites of Greenville
October 2005
Affordable Suites of Greenville
Greenville, North Carolina
DESIGN REQUIREMENT:
Check that the stormwater impoundment facility that will control the increased runoff created
by the future development, so that the 25-year runoff rates from the developed site will
pass through the outlet structure without overtopping the emergency spillyway.
PEAK RUNOFF (DEVELOPED):
Calculate the Peak Runoff Rate for a 25-year storm assuming the site is developed.
INPUT: PERVIOUS AREA = 0.61 AC
IMPERVIOUS AREA = 0.76 AC
PERVIOUS C = 0.25
IMPERVIOUS C = 0.85
H = 8 FT
L= 550 FT
MULT. FACTOR = 1
RESULTS: TOTAL AREA = 1.37 AC
COMPOSITE C = 0.58
Tc = 5.1 MIN
1(25) = 8.7 IN/HR
Q(25) = CIA = 7.0 CFS
THEREFORE: Peak Flow (Developed -25 year storm) = 7.0 CFS
INFLOW HYDROGRAPH:
Let the hydrograph peak at the 25-year Rational Flow. Set the volume under the hydrograph
at the 25-year,6-hr runoff.
INPUT: CN = 80 (Bb Bibb Complex, CrB Craven 1%-6%)
P = 5.24 IN (25-yr, 6-hr rain, City of Greenville )
RESULTS: S= 2.50 IN
RUNOFF= 3.10 IN
Time to Peak: Use the pattern hydrograph (Rf. SCS, National Engineering Handbook) to set
Tp such that the hydrograph peaks at 7.0 cfs and contains 3.10 inches
of runoff. Set the volume under the hydrograph at the 25-year, 6-hour runoff.
Tp = TO = Vol/1.37Qp = 27 MIN
INFLOW HYDROGRAPH
Qp = 7.0 cfs
Tp = 27 min
Stormwater Management
Affordable Suites of Greenville
October 2005
® STORMWATER ROUTING (25-year Storm)
Affordable Suites of Greenville
ORIFICE AND WEIR CONFIGURATION
INPUT DATA:
E
Qp = 7.0 cfs
Tp = 27 min
dT = 2.00 min
Ks = 296.23
b = 2.54
Zo = 49.00 ft
Emergency Spillway
LW = 120.00 R
Cw = 3.00
Zcr-= 52.50 ft
Weir/ 1-Yr. Storm Spillway
LW = 9.00 R
Cw = 3.00
Zcr =. 51.60 ft
Orifice
Db = 6.00 in
Invert = 49.00 ft
Cd = 0.60
Berm around south side of grass swale
will act as emergency spillway
Throated Inlet to act as primary spillway
Invert of outlet pipe

Stormwater Management
Affordable Suites of Greenville
October 2005
C
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TIME INFLOW STORAGE STAGE OUTFLOW ORIFICE WEIR SPILLWAY
(min) (cfs) (cu ft) (ft) (cfs) (cfs) (cfs) (cfs)
0.0 0 49.00 0.0 0.0 0.0 0.0
2 0.1 0 49.00 0.0 0.0 0.0 0.0
4 0.4 11 49.28 0.2 0.2 0.0 0.0
6 0.8 32 49.42 0.4 0.4 0.0 0.0
8 1.4 87 49.62 0.6 0.6 0.0 0.0
10 2.1 186 49.83 0.7 0.7 0.0 0.0
12 2.9 352 50.07 0.9 0.9 0.0 0.0
14 3.7 594 50.31 1.0 1.0 0.0 0.0
16 4.5 919 50.56 1.1 1.1 0.0 0.0
18 5.2 1,326 50.80 1.2 1.2 0.0 0.0
20 5.9 1,811 51.04 1.3 1.3 0.0 0.0
22 6.4 2,363 51.26 1.3 1.3 0.0 0.0
24 6.7 2,968 51.48 1.4 1.4 0.0 0.0
26 6.9 3,608 51.67 2.0 1.5 0.5 0.0
28 6.9 4,198 51.84 4.7 1.5 3.1 0.0
30 6.7 4,470 51.91 6.2 1.5 4.6 0.0
32 6.4 4,536 51.93 6.6 1.5 5.0 0.0
34 5.9 4,512 51.92 6.4 1.5 4.9 0.0
36 5.3 4,444 51.90 6.0 1.5 4.5 0.0
38 4.8 4,359 51.88 5.6 1.5 4.0 0.0
40 4.4 4,274 51.86 5.1 1.5 3.6 0.0
42 4.0 4,192 51.84 4.6 1.5 3.1 0.0
44 3.6 4,115 51.82 4.2 1.5 2.7 0.0
46 3.3 4,043 51.80 3.9 1.5 2.4 0.0
48 3.0 3,975 51.78 3.5 1.5 2.0 0.0
50 2.7 3,910 51.76 3.2 1.5 1.7 0.0
52 2.5 3,849 51.74 3.0 1.5 1.5 0.0
54 2.2 3,790 51.73 2.7 1.5 1.2 0.0
56 2.0 3,735 51.71 2.5 1.5 1.0 0.0
58 1.8 3,682 51.70 2.3 1.5 0.8 0.0
60 1.7 3,630 51.68 2.1 1.5 0.6 0.0
62 1.5 3,581 51.67 1.9 1.5 0.5 0.0
64 1.4 3,532 51.65 1.8 1.5 0.3 0.0
66 1.3 3,484 51.64 1.7 1.5 0.2 0.0
68 1.1 3,436 51.62 1.6 1.5 0.1 0.0
70 1.0 3,387 51.61 1.5 1.4 0.0 0.0
72 0.9 3,335 51.59 1.4 1.4 0.0 0.0
74 0.9 3,275 51.57 1.4 1.4 0.0 0.0
<PEAK
Stormwater Management
Affordable Suites of Greenville
October 2005
® 76 0.8 3,205 51.55 1.4 1.4 0.0 0.0
78 0.7 3,126 51.53 1.4 1.4 0.0 0.0
80 0.6 3,040 51.50 1.4 1.4 0.0 0.0
82 0.6 2,947 51.47 1.4 1.4 0.0 0.0
84 0.5 2,848 51.44 1.4 1.4 0.0 0.0
86 0.5 2,744 51.40 1.4 1.4 0.0 0.0
88 0.4 2,635 51.36 1.4 1.4 0.0 0.0
90 0.4 2,523 51.32 1.4 1.4 0.0 0.0
92 0.4 2,407 51.28 1.3 1.3 0.0 0.0
94 0.3 2,289 51.24 1.3 1.3 0.0 0.0
96 0.3 2,169 51.19 1.3 1.3 0.0 0.0
98 0.3 2,046 51.14 1.3 1.3 0.0 0.0
100 0.2 1,923 51.09 1.3 1.3 0.0 0.0
102 0.2 1,799 51.03 1.3 1.3 0.0 0.0
104 0.2 1,674 50.98 1.2 1.2 0.0 0.0
106 0.2 1,550 50.92 1.2 1.2 0.0 0.0
108 0.2 1,425 50.86 1.2 1.2 0.0 0.0
110 0.2 1,302 50.79 1.2 1.2 0.0 0.0
112 0.1 1,179 50.72 1.1 1.1 0.0 0.0
114 0.1 1,058 50.65 1.1 1.1 0.0 0.0
® 116 0.1 939 50.57 1.1 1.1 0.0 0.0
118 0.1 822 50.49 1.1 1.1 0.0 0.0
120 0.1 708 50.41 1.0 1.0 0.0 0.0
122 0.1 598 50.32 1.0 1.0 0.0 0.0
124 0.1 491 50.22 0.9 0.9 0.0 0.0
126 0.1 389 50.11 0.9 0.9 0.0 0.0
128 0.1 292 49.99 0.8 0.8 0.0 0.0
130 0.1 202 49.86 0.7 0.7 0.0 0.0
132 0.1 120 49.70 0.6 0.6 0.0 0.0
134 0.0 50 49.50 0.5 0.5 0.0 0.0
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AFFORDABLE SUITES
OFGREENVILLE
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&Associates,lnc. D` sz ""?' ' °r?!rF{ - Eugineers / Planners / Surveyors
Since1918
LETTER OF TRANSMITTAL
Date Job No.
TO: NCDENR
Division of Water Quality
401 Oversight / Express Review Permit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
GENTLEMEN:
WE ARE SENDING YOU
? Shop Drawings
? Copy of Letter
COPIES 1 DATE
5
1
5
3/22/2006
ATTENTION:
Ms. Cyndi Karoly - ---- - -------- - -1
SUBJECT:
DWQ Project #06-0108
Affordable Suites of Greenville
Greenville, Pitt County, North Carolina
? Attached ? Under Separate Cover
? Prints ? Plans ? Samples
? Change Order ? Other
No.
vii _ US Mail the following items:
? Specifications
DESCRIPTION
Stormwater Management Plan
Site Plan
BMP Operation and Maintenance Agreement
THESE ARE TRANSMITTED as checked below:
? For Approval ? Approved ? Resubmi.
? For Your Use ? Approved as Noted ? Submit -
As requested ? Disapprovec ? Return -
? For Review and Comment ? Other
REMARKS
copies for approval
copies for distribution
copies for approval
Attached for your review is the stormwater management plan for the proposed project
which has been approved by the City of Greenville. The runoff from the proposed development
will be treated by on-site stormwater BMP's that will remove nutrients and attenuate the peak flow in
accordance with the Tar-Pamlico stormwater rules.
Please do not hesitate to call me if you have any questions or need any additional information.
With best regards,
RIVERS AND ASSOCIATES, INC.
Mr. Kyle Barnes
COPY To File SIGNED:
If enclosures are not as noted, kindly notify us at once Cott T. Anderson, P.E.
sanderson(a?riversandassociates.com
107 East Second Street ' Post Office Box 929 ' Greenville, North Carolina 27835 ' [phone] ' FAX [phone]
8410 Falls of Neuse Road, Suite D ' Raleigh, North Carolina 27615 ' [phone] ' FAX [phone]
GRF?
Of OQti/?? J'? L
V. C.
PUBLIC WORKS DEPARTMENT
January 25, 2006
Mr. Scott T. Anderson, PE
Rivers & Associates, Inc.
107 East Second Street
Greenville, NC 27858
Re: Affordable Suites of Greenville
Stormwater Management Plan
Dear Scott:
OlD-olo$
P.O. Box 7207
Attached is the Stormwater Management Plan for the referenced project. Please note that the
plan was:
N Approved.
® ? Revised as noted.
? Approved as noted.
If you have any questions, please call me at (252) 3294683.
Sincerely,
Lisa Ann Smith, PE
Civil Engineer H
spc
Attachment
PC: Wayne Harrison, City Planner II
11
C'D ..1 " "' 2006
CITY OF GREENVILLE
N O R T H C A R O L I NA
27335-7207
z-!' t !T71
LEI . ;'flyrrll
::ODVA\PCDOCS\COG\5133924\10
RECEIVED
DEC 0 5 2005
BY: _ _
Days Construction UMINEERING/INSPECTIONS DEFT.
OTORP. WATER DETENTION
Affordable Suites of Greenville PLAN
APPROVED
APPROVED AS NOTED
Stormwater Management Plan REVISE AS NOTED
Greenville, North Carolina aY ' 125 CW
October, 2005
Drawing No. W-2863
Owner:
Premier Group Properties, Inc.
401 Chatham Square Office Park, Unit B
® Fredricksburg, VA 22405
[phone]
Engineer:
Rivers & Associates, Inc.
107 East Second Street
Greenville, NC 27858
[phone]
(??NCCAR74%
?FSEAL
i
cn; 28425
•
C) ,
QS0?
?.OJ ?• :cv G I N E ti?' 0
Scott T. Anderson, P.E.
0 Date: _ //-Z8-aS
® Affordable Suites of Greenville
Stormwater Management Plan
Greenville, North Carolina
October, 2005
Days Construction. proposes to construct a constructing a 2 story building - 44 unit
limited stay motel on a tract of land located at the intersection of Dickinson Avenue and
Dansey Road in Greenville, North Carolina. The project includes the construction of a
building, parking lots, a storm sewer system, a storm water treatment system, electric,
telephone, gas, water and sanitary sewer services.
The proposed facility is located on a 2.84 acre portion of Pitt County Tax Parcel No.
58806. This parcel is an undeveloped tract.
The proposed project will disturb an approximately 1.37 acre portion of the property.
This 1.37 acre portion of the parcel is included in the design of stormwater BMP's to
treat stormwater runoff from the proposed development. The remaining 1.47 acres of the
project area is currently wooded with wetlands and floodway. This area will remain
undeveloped and be direct runoff with no nutrient removal provided. The project area
® (Catchment 1) is comprised of 0.4 acres of transportation impervious, 0.26 acres of
building impervious, and 0.66 acres of maintained pervious cover. A grass swale will
occupy the remaining 0.5 acres of Catchment 1.
The undeveloped portion of this property (Catchment 2) is 1.47 acres. This catchment is
comprised of 1.26 acres of wooded pervious and 0.21 acres of managed pervious. The
Stormwater runoff from this catchment will continue to flow via the natural drainage
swales into Green Mill Run.
In order to capture and remove the required nitrogen and phosphorus export for the total
project site (4.0 lb/ac/yr TN and 0.4 lb/ac/yr TP), a grass swale will be constructed at the
rear of the proposed building. To provide the required nutrient removal for the total site,
the grassed swales will be constructed with twice the length required in accordance with
design methods described in the NCDENR "Stormwater Best Management Practices"
Manual.
In order to provide attenuation for the one year storm, a berm will be constructed at the
end of the grass swale with an outlet structure to control the release rate.The outlet
structure is a masonry/concrete riser with a concrete slab placed on the top of the
structure such that there is an 8" open throat on three sides of the box. There is a 6" pipe
at the invert of the grass swale. The weir elevation of the outlet is set to provide
attenuation of the 1-year, 24-hour storm to the pre-developed release rate (see attached
® calculations).
® During construction of this project, the North Carolina Sedimentation Pollution Control
Act and the Rules and Regulations promulgated pursuant to the provisions of this act
must be adhered to. Attached are the specifications for Seeding and Mulching and
Erosion and Pollution control. These specifications explicitly describe procedures to
minimize offsite sedimentation and erosion during the construction phase of the project.
0
0
Affordable Suites of Greenville.
Greenville, North Carolina
® Stormwater BMP Maintenance Plan
Stormwater Best Management Practices are used for the removal of pollutants from
stormwater runoff. The following are maintenance guidelines for Grass Swales.
I. Inspect monthly, or after every runoff-producing rainfall event:
i. Remove debris from the grass swale
ii. Check and clear the piping of any obstructions.
iii. Check the area side slopes; remove trash, repair eroded areas before next
rainfall.
II. Quarterly
i. Inspect the collection system for proper functioning. Clear accumulated
trash from basin grates and basin bottoms, and check piping for
obstructions.
ii. Reseed grassed swales and/or slopes, including the vegetated filter if
® applicable, twice a year as necessary. Repair eroded areas immediately.
III. Every 6 Months
i. Remove any sediment build up in the grass swale.
ii. Inspect slopes/banks for erosion and reseed or stabilize if necessary.
iii. Inspect the inlet and outlet for erosion and stabilize if necessary.
IV. General
i. Mow the side slopes according to season. Maximum grass height shall be
kept consistent with standard landscaping practices for the variety.
V. Special Requirements
i. Keep records of all maintenance activity. Records shall be available for
City of Greenville inspection upon request.
ii. Contact the City of Greenville for approval before making any
® modifications to the grass swale.
•
•
E
Days Construction 10105
Affordable Suites of Greenville
0 SECTION 02910 - EROSION AND POLLUTION CONTROL
PART 1- GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including the General and Special Conditions and
Division-1 Specification sections apply to work of this section.
DESCRIPTION OF WORK:
The extent of the work required under this section is that required to minimize water, air, and noise
pollution and soil erosion and siltation.
Temporary erosion control measures which may be necessary include, but are not limited to,
temporary berms, dikes, dams, drainage ditches, silt basins, silt ditches, silt fences, rip rap,
perimeter swales, slope drains, structures, vegetation, mulches, mats, netting, gravel or any other
methods or devices that are necessary to control or restrict erosion. Temporary erosion control
measures may include work outside the right-of-way or construction limits where such work is
necessary as a result of construction such as borrow pit operations, haul roads, plant sites,
equipment storage sites, and disposal of waste or debris. The Contractor shall be liable for all
damages to public or private property caused by silting or slides originating in waste areas furnished
by the Contractor.
Related Work Specified Elsewhere:
Earthwork: Section 02200
Fertilizing, Seeding and Mulching: Section 02920
QUALITY ASSURANCE:
Codes and Standards:
North Carolina Sedimentation Pollution Control Act of 1973 and the Rules and Regulations
promulgated pursuant to the provisions of said act.
City of Greenville Soil Erosion and Sedimentation Control Ordinance.
•
EROSION AND POLLUTION CONTROL 02910-1
Days Construction 10/05
Affordable Suites of Greenville
® "Standard Specifications for Roads and Structures", North Carolina Department of Transportation
(DOT).
In the event of conflict between the regulations listed above and the requirements of these
specifications, the more restrictive requirement shall apply.
SANCTIONS:
Failure of the Contractor to fulfill any of the requirements of this section may result in the Owner
ordering the stopping of construction operations in accordance with SUBARTICLE 13.8 of the
General Conditions until such failure has been corrected. Such suspension of operations will not
justify an extension of contract time nor additional compensation.
Failure on the part of the Contractor to perform the necessary measures to control erosion,
siltation, and pollution will result in the Engineer notifying the Contractor to take such measures.
In the event that the Contractor fails to perform such measures within 24 hours after receipt of such
notice, the Owner may suspend the work as provided above, or may proceed to have such measures
performed with other forces and equipment, or both. The cost of such work performed by other
forces will be deducted from monies due the Contractor on his contract.
® PART 2 - PRODUCTS
SILT FENCES:
Posts: Steel posts shall be 5' in height and be of the self-fastener angle steel type.
Posts shall be spaced at 10' max. when silt fence is backed with wire mesh, and 7' when no wire
mesh is used or as required by the Engineer.
Woven Wire: Woven wire fencing shall conform to ASTM A116 for Class 3 galvanizing. Fabric
shall be a minimum of 32" in width and shall have a minimum of 6 line wires with 12" stay
spacing. The top and bottom wires shall be 10 gauge while the intermediate wires shall be 12-1/2
gauge. Wire fabric shall be fastened to wood posts with not less than #9 wire staples 1-1/2" long.
Fabric: Provide woven synthetic fiber designed specifically for silt fence conforming to NCDOT
specifications.
DRAINAGE STONE:
0 Class I material NCDOT No. 57.
EROSION AND POLLUTION CONTROL 02910-2
Days Construction 10/05
Affordable Suites of Greenville
® RIP RAP:
Class B in accordance with NCDOT specifications.
FILTER CLOTH:
For use under rip rap provide woven synthetic fiber with burst strength of 500 psi, permeability of
0.01 cm/sec and apparent serve size of approximately 70 as manufactured by MIRAFI, EXXON, or
approved equal.
MATTING FOR EROSION CONTROL:
Matting for erosion control shall be jute matting or excelsior matting. Other acceptable material
manufactured especially for erosion control may be used when approved by the Engineer in writing
before being used. Matting for erosion control shall not be dyed, bleached, or otherwise treated in a
manner that will result in toxicity to vegetation.
TEMPORARY SEEDING:
® Temporary seeding, when required, shall be performed in accordance with the recommendations
contained in "Guide for Sediment Control on Construction Sites in North Carolina", published by
the Soil Conservation Service and Section 02920 of these specifications.
PART 3 - EXECUTION
GENERAL:
The Contractor shall take whatever measures are necessary to minimize soil erosion and siltation,
and water, air, and noise pollution caused by his operations. The Contractor shall also comply with
the applicable regulations of all legally constituted authorities relating to pollution prevention and
control. The Contractor shall keep himself fully informed of all such regulations which in any way
affect the conduct of the work, and shall at all times observe and comply with all such regulations.
In the event of conflict between such regulations and the requirements of the specifications, the
more restrictive requirements shall apply.
r1
LJ
EROSION AND POLLUTION CONTROL 02910-3
Days Construction
Affordable Suites of Greenville
is EROSION AND SILTATION CONTROL:
10105
The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent the eroding of soil and the silting of rivers, streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property.
Prior to suspension of operations on the project or any portion thereof, the Contractor shall take all
necessary measures to protect the construction area, including but not limited to borrow sources,
soil type base course sources, and waste areas, from erosion during the period of suspension.
Provide diversion ditches and berms as necessary to prevent concentrated flow of water across
disturbed areas.
Stockpile excavated material on the opposite side of the utility trenches from the watercourses to
the extent that is possible.
In the event that stockpiles are placed on the watercourse side of the trench, provide silt fence or silt
berms with stone filter outlets along the entire length of the stockpile that is on the watercourse side
of the trench. Upon the completion of backfilling, the measures shall be removed and the site
graded to its natural grade or as shown on plans.
• Maintain natural buffer zones along all watercourses sufficient to retain all visible siltation within
the first 25 percent of the buffer width.
Provide a settling basin with a gravel filter outlet for all water pumped from trenches or dewatering
equipment. Pumping of that water directly into any stream, pond, or watercourse is prohibited.
Tames fertilize, seed and mulch the disturbed areas as soon as practicable after line is installed and,
in all cases, no later than 30 days after completion of the line segment or work at a particular site.
When construction operations are suspended for more than 30 days, provide temporary seeding and
mulching of all disturbed areas including those areas in which further construction is necessary.
Erosion control measures installed by the Contractor shall be acceptably maintained by the
Contractor.
Silt fences shall be provided where shown on the drawings and/or as necessary to prevent erosion.
Catch basins and Drop Inlets shall be protected from silt by placing rock inlet sediment traps around
the openings until vegetative cover is established.
Temporary rock check dams shall be constructed where shown on the drawings.
• Seeding for erosion control shall be performed in accordance with Section 02920.
EROSION AND POLLUTION CONTROL 029104
Days Construction
Affordable Suites of Greenville
10105
® Stream Or Ditch Crossings shall be perform in accordance with details shown on plans. Complete
crossing in one working day. Carefully stabilize disturbed slopes by tamping with equipment
buckets and mechanical or hand tamping. Distribute topsoil evenly on slopes and tamp.
Where rip rap is required, carefully place at least one foot thick over filter cloth.
Fertilize, seed, and mulch each crossing's slopes as soon as practicable after completing the crossing
and in no case more than two weeks after disturbance of the slopes.
WATER AND AIR POLLUTION:
The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent pollution of rivers, streams, and water impoundments. Pollutants such as chemicals, fuels,
lubricants, bitumens, raw sewage, and other harmful waste shall not be discharged into or alongside
of rivers, streams, or impoundments, or into natural or manmade channels leading thereto.
The Contractor shall comply with all State or local air pollution regulations throughout the life of
the project.
® DUST CONTROL:
The Contractor shall control dust throughout the life of the project within the project area and at all
other areas affected by the construction of the project, including, but not specifically limited to,
unpaved secondary roads, haul roads, access roads, disposal sites, borrow and material sources, and
production sites. Dust control shall not be considered effective where the amount of dust creates a
potential or actual unsafe condition, public nuisance, or condition endangering the value, utility, or
appearance of any property.
NOISE CONTROL:
The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent excessive and unnecessary noise. The Contractor shall choose his methods so as to
minimize the disturbance of area residents.
END OF SECTION 02910
0
EROSION AND POLLUTION CONTROL 02910-5
Days Construction 10105
Affordable Suites of Greenville
® SECTION 02920 - FERTILIZING SEEDING AND MULCHING
PART 1 - GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including the General and Special Conditions and
Division-1 Specification sections apply to work of this section.
DESCRIPTION OF WORK:
Permanent Seeding: Permanent seeding is required for all areas disturbed by construction, except
for areas covered by structures, pavements, etc.
Temporary Seeding: Temporary seeding of disturbed areas shall be performed whenever one or
more of the following conditions exist.
The Engineer determines temporary seeding is necessary to prevent or stop erosion of
® disturbed areas.
Work is suspended or delayed on any portion of the project for 30 days and the potential for
erosion exists.
Whenever permanent seeding is delayed beyond that required by the Contract Documents.
QUALITY ASSURANCE:
Codes and Standards: In general, follow procedures and guides published by the Soil Conservation
Service, United States Department of Agriculture.
PART 2 - PRODUCTS
FERTILIZER:
Provide commercial fertilizer conforming to statutory requirements and all rules and regulations
adopted by the North Carolina Board of Agriculture.
E
FERTILIZING, SEEDING AND MULCHING 02920-1
Days Construction
Affordable Suites of Greenville
• LIMESTONE:
10105
Provide agricultural limestone conforming to all statutory requirements and all rules and regulations
adopted by the North Carolina Board of Agriculture.
SEED:
Provide seed conforming to all statutory requirements and all rules and regulations adopted by the
North Carolina Board of Agriculture.
Provide seed in accordance with requirements shown below. Deliver to site in original containers,
labeled to show that the requirements of the N.C. Seed Law are met.
Quality of seed shall conform to the following:
Minimum Minimum Maximum
Common Name Seed Puri ty Germination Weed Seed
40 Grasses
Fescue Tall (KY.-31) 98 90 1.00
Common Bermudagrass 99 90 0.1
Centipede 80 90 1.00
Rye 80 90 1.00
Seeding containing prohibited noxious weed seed shall not be accepted. Seed shall be in
conformance with state seed law restrictions for restricted noxious weeds.
If seed of the accepted quality cannot be bought, secure prior approval before making
changes or exceptions.
MULCH:
Mulch for erosion control shall consist of grain straw or other acceptable material, and shall have
been approved by the Engineer before being used. All mulch shall be reasonably free from mature
seedbearing stalks, roots, or bulblets of Johnson Grass, Nutgrass, Sandbur, Wild Garlic, Wild
Onion, Bermuda Grass, Crotalaria, and Witchweed, and free of excessive amount of restricted
noxious weeds as defined by the North Carolina Board of Agriculture at the time of use of the
mulch. Also there shall be compliance with all applicable State and Federal domestic plant
quarantines. Straw mulch that is matted or lumpy shall be loosened and separated before being
used.
FERTILIZING, SEEDING AND MULCHING 02920-2
Days Construction 10105
Affordable Suites of Greenville
Material for holding mulch in place shall be asphalt or other approved binding material applied in
accordance with this section.
JUTE MESH:
Use jute mesh on seeded areas where slope is steeper than 2 horizontal to one vertical (2:1 slope).
Use woven jute yam weighing approximately 90 lbs. per 100 sq. yds. and having 314" openings.
PART 3 - EXECUTION
GENERAL:
Follow procedures set forth in the publication "Guide for Sediment Control on Construction Sites in
North Carolina" by the United States Department of Agriculture, Soil Conservation Service, and as
specified herein.
Scari soil to a depth of three (3) inches and work into a satisfactory seed bed by discing, use of
® cultipackers, harrows, drags and other approved means.
Preparation outlined above shall not be done when the soil is frozen, wet or otherwise in an
unfavorable condition.
Begin and complete seeding operations as outlined below as soon as possible after final grading is
completed, but in no event later than 30 days after completion of final grading.
Seeding and mulching operations shall not begin until electrical service has been installed within
the, project, unless directed by the Engineer.
Distribute lime and fertilizer, uniformly over seed bed and harrow, rake, or otherwise work same
into seed bed.
Distribute seed uniformly over seed bed. Cover seed lightly after seeding.
No lime fertilizer, or seed shall be applied during a strong wind, when soil is wet or otherwise
unworkable. Should rain follow seeding before rolling is begun, the bed shall not be rolled.
PERMANENT SEEDING:
® Application of Lime Fertilizer and Seed:
FERTILIZING, SEEDING AND MULCHING 02920-3
Days Construction 10105
Affordable Suites of Greenville
•
Amply lime at the rate of 2 tons per acre.
Apply fertilizer at a rate and analysis which will provide the following amounts of nutrients:
Nitrogen: 100 pounds per acre
Potash: 100 pounds per acre
Phosphorous: 100 pounds per acre
Apply 600 pounds per acre of 20% superphosphate or equivalent in addition to that listed
above or use an analysis which will provide the additional phosphorous.
Provide permanent seeding in accordance with the following schedule:
(January 1 - March 31)
Common Bermudagrass (unhulled) - 20 pounds per acre
Rye (grain) - 25 pounds per acre
(April 1 - July 31)
Common bermudagrass (hulled) -15 pounds per acre
Weeping Lovegrass - 5 pounds per acre
Centipede - 8 pounds per acre
(August 1 - December 31)
Common Bermudagrass (unhulled) - 20 pounds per care
Tall Fescue - 60 pounds per acre
Rye (grain) - 25 pounds per acre
Seed Bed Protection:
Straw Mulch
Asphalt Tack
TEMPORARY SEEDING:
- 2 tons per acre (visual)
- 0.03 gallons per square yard
Seed in accordance with Soil Conservation Service recommendations with regard to seed type, rate
of application, fertilizer, etc.
L
FERTILIZING, SEEDING AND MULCHING
02920-4
Days Construction
Affordable Suites of Greenville
® APPLICATION OF MULCH:
10/05
Appl? y mulch immediately after permanent seeding at a uniform rate sufficient to achieve
om
approximately 80% coverage of ground surface. Care must be taken to prevent the mulch fr
being applied too thickly and smothering the seedlings. Mulch for temporary seeding should be
applied based upon the recommendations of the Soil Conservation Service for the particular type of
seed to be used.
Mulch Anchoring:
On ground slopes less than 4%, anchor mulch with a straight blade disk or anchoring tool.
Press mulch into soil about three inches. Operate equipment across slopes.
On ground slopes greater than 4%, apply asphalt with suitable applicator at a rate of not less
than 150 gallons per ton of mulch.
Peg and twine anchoring mU be used on steep slopes. Drive 8" wood stakes every 3 to 4
feet in all directions. Stretch in a crisscross and square in all directions. Secure twine
around pegs and drive pegs flush with surface.
® REPAIR AND MAINTENANCE:
Maintain the grass on the area for a period of 90 days after the grass growth appears. Reseed bare
areas and repair all eroded areas during that period.
Repairs: Inspect all seeded areas and make necessary repairs or reseedings within the planting
season, if possible. If stand should be over 60% damaged, reestablish following original lime,
fertilizer and seeding recommendations.
All areas which do not exhibit satisfactory ground cover within 45 days of seed application shall be
replanted.
END OF SECTION 02920
n
U
FERTILIZING, SEEDING AND MULCHING 02920-5
El
•
F-7
L..J
Tar-Pamlico Stormwater Rule 15A NCAC 2B. 0258
Coastal Plain of the Tar-Pamlico River Basin:
•
c:
Last Modified 12/2/2005
Includes Greenville and Washington as well as Pitt and Beaufort Counties
Total Nitrogen and Total Phosphorus Loading Calculation Worksheet (Automated)
Project Name: Affordable Suites of Greenville
Date: 1011412005
By: STA Checked By: FDT

Directions (same for pre-development and post-development tables):
> Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the values in light blue.
> Compare total areas of development in pre- and post- tables for consistency (bottom of column (2)), and also for consistency with
the site plans. If all of these values are not the same, there is an error that must be corrected.
> Unless drainage onto the development from offsite is diverted around or through the site, offsite catchment area draining in must
be included in the acreage values and treated.
Pre-development:

hype of1aiitihover::;:;::
Aieit
Itil FaC?izuta
:.??verag? IC
. C?luni
ri
;:t1 e?ageEi
o[umh
.
.
.
.
.

acrfis
:" 0 51:..i 1
of. fN MO L ...
3 4
::af TO iii ...
'
.
.
. .
:
2 ... 3 .... 6
1 rtnsortatran tn?rymus: ":: 0.00 0.51 2.60 0.00 0.19 0.00
aidilpcrXbii 0.00 0.51 1.95 0.00 0.11 0.00
?Yfiriigcclpei'Voils

€(h?;ii/laiil5caja LOU 0.51 1.42 0.72 0.28 0.14
?{Taia?ed ?eiYgus```
acronland`'`i
0.51
4.23
0.00
1.23
0.00
k<ajeilpeivoiis

pas 0.51 2.04 0.00 0.62 0.00
Wogilcd pert/ dus 1.84 0.51 0.95 0.89 0.14 0.13

.00 ::.tN 1o3din "

.62
o
€ € pI 00.4 :
..s
:
:

.27
w
;b.....
j
:
.. l r ..

.84 '€ :'t"N Coef .
?:.......

.57 T . x . Oo f

.
.......

.10

Post-development:

ii hype afl.and Oavcr ?1rca::: S;>Liornrula .:A:veri?cI11C: Cnluinn
. surac7;b1C Column:::::
. .
: .". ..
w .. k :''.
2
... 3 ....
T;insjartaton'liipcrvlois 0.40 2.61 2.60 2.72 0.19 0.20
atoafmperoiu:::::i 0.26 2.61 1.95 1.30 0.11 0.07
:1?aiaujcdjerWous :`i 1.26 2.61 1.42 4.67 0.28 0.92
::Voortd;;;rvips 0.92 2.61 0.94 2.26 0.14 0.34

Fractson m 5vio n.

23

TrSt

0.95 : j
T. P: ad n
G
l;

`

.53
?: lb ???' ltil
:r

:'i'ota'IArea o..U... m n# ....
P

.84 ... x of

P ...............

.86
p .......

.54
:.:.:.:.:.:.:.:.:.
Note: The nutrient loading goals are 4.0 lb/ac/yr for TN and 0.4 Ib/ac/yr for TP. If the post-development nutrient
loading is below these levels, then no BMP is necessary. Otherwise, the next worksheet calculates
post-development TN and TP loadings after BMPs are installed.
Tar-Pamlico Stormwater Rulo 15A NCAC 28.0258
Coastal Plain of the Tar-Pamlico River Basin:
Last Modified 5/23103
Includes Greenville and Washington as well as Pitt and Beaufort counties
E
C
•
BMP Removal Calculation Worksheet (Automated)
Project Name: Affordable Suites of Greenville
Date: 1011412005
By: ST4 Checked By: FDT
Directions:
> It may be advantageous to split the development into separate catchments to be handled by separate BMPs. The tables below allow
the development to be split into as many as three catchments, and can be copied for greater than three. NOTE: Unless runoff flowing
onto the development from offsite is routed separately around or through the site, the offsite catchment area draining in must be
included in the acreage values of the appropriate land use(s) and treated.
> Above each table: Enter the catchment acreage in the top green blank. Based on a comparison of the post-development TN and TP
export coefficients you calculated above to the rule requirements of 4.0 lblac/yr TN and 0.4 Ib/ac/yr TP, select BMP(s) from the list for
treating the catchment runoff. Enter the chosen BMP(s) nutrient removal rates in the green blanks. If more than one BMP is to be
used in series, the combined removal rates will be calculated automatically in the blue blanks.
> Catebment Tables: Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light blue
boxes. NOTE: Compare the Total Catchment Acreage for the Development (final table) to the value you established in the pre-BMP
worksheet tables, and also to the site plans, for consistency. All of these values need to be the same
lcs.SnS#niidztrc ..........:........
Y1'4t iyeteiitfou Pon
BMP i1€ € 25 40 NC BMP Manual
Nutrient Storf» ?tcrtVt??pa " 40 35 NC BMP Manual
Removal ???ni1iltYfE EEE` 35 45 NC BM:P Manual
Rates :€ o etien iaq ` € 35 45 NC Bl%IP Manual
k?;s SriileiiE;E[ `: 20 20 NC BDIP Manual
1ycefiiiediltt Str?p_?il 20 35 NC BMP Manual
ii3'1}eieiif3oa '?; 10 10 NC BMP Manual
Catchment I:
Total acreage of catchment I = _1.37__ I.ae
First BMP's TN removal rate = v 20 % First BMI"s TP removal rate =j T 20
Second BMP's TN removal rate = i 20 % Second BMP's TP removal rate = 20
Third BMP s TN removal rate i% Third BMF's TP removal rate = _ 1%
TOTAL TN REMOVAL RATE = 36 % TOTAL TP REMOVAL RATE = 36 %
viumi €
ti :.'.:i : unig::* 174 A e EATCo .
x' e`otllarifio?er:::::ECatctiriien3 14Foriripla' rfivcra e1,,1C,q . Cot . . ....... . ....5.....................•................
Yp ..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:..:::. :.........:.:.......:.:......:.....:.......:.:..........:.....:..............................................................
:`FN: r,i 7E :: 2 3 a; 4 Tl' 'm 1C :.: 3 ;+ 3 :? 6
T?r?:0S i0Xfiit piiaiiij eriaoil ; ; U.-10 4.88 2.60 5.07 0.19 037
Riioftnetvipus' 11.26- 4.88 1.95 2.42 0.11 0.14
rl??;ased {ietvj00 0.66 4.88 1.42 4.57 0.28 0.90
4.88 0.94 0.00 0.14 0.00
SYooilcilpery0,00
Area::t?1:eu gp byI3111P 0.05 4.88 1.95 0.48 0.11 0.03
?re?13 11 . r . P .. Il, 9k`.'Tl'
'€... ......A....7 .
1.44
12.54
' `0.48
vOAS.
oiiti 3tit?r: ?oaf(Itif r :;:
I .. y.) . 1. .
tF:
rr. tll•... #'
.1'..R.R...
91.05
? o riienf. 1.19
.37
Tool lica;ii)e??l. .
. ,
t TT'
`ust 13 . P.
o ? '1P T1\
t.Iih
Q.. (1hl rj ` 8.03 1 uud (Ibfyr : 0.92
1 .. l nat U 1P'I'I
a
EL 1P Th
P fit:
O.G7
5.88
.:: :.:.:.:...:.:.:.:.............:::::::::.::::: '•...........:.::: •.:: £x art
" ' rY bfa . .
Ex
Ibu.f Z
•
•
Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Last Modified 5/23/03
Catchment 2:
Total acreage of catchment 2 = j ?L47 7 ae

First BMPs TN removal rate =
%
First BMP's TP
removal rate = _
0 %
Second BMPs TN removal rate = ?- 1 % Second BMP's TP removal rate =j %
Third BMPs TN removal rate = - % Third BMPs TP removal rate = 7-0"
TOTAL TN REMOVAL RATE = 0 % TOTAL TP REMOVAL RATE = 0 %

.... ... .. .
?'?'f?•`eatlpiii?`iv?€€?[ a`actiriii#[ 5;..1..T.ormula rlvern eLrllt?.o.. ,.,.Co3umn.,.,. ,Xyer,t e 1111CA, .... ?`oiuma....
s;;trri `e. L(T1SEE j TN`iri Yti E;E;i ; i 2: 3
Ttsiispgriat gq jq pety oa$j j 0.00 0.51 2.60 0.00 0.19 0.00
:`:.Tfootiperious 0.00 0.51 1.95 0.00 0.11 0.00
0.51 1.42 0.40 0.28 0.08
?VAgaeil pei 'lous `: 0.92 0.51 0.94 0.44 0.14 0.07
3reuaaXsii':iipin D?1P ... 0.00 0.51 1.95 0.00 0.11 0.00

Ti!act!dr?7gmpt?rioas;(t)?:::
0.00 is€i1're IIl•lI'I h
0.84 1'te t3111I' 1T'.
0.14

N.4
.. f

1.47 'Prri#

'`

0.57
:_>:,? .:

``'
'

0.10
. @:: os4ltiYacfs
£ii
R.....#.......5. I a
?'r
Ex
Par€.f.bf .fh J
:Lrost ?tP:fi`h
'
0.84 sr-

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0
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8
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.

.. ......

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0.57
os . B11 1

T 0.10
Catchment 3:

Total acreage of catchment 3 = _
1 !ac
First BMP's IN removal rate = i % First BM? s TP removal rate =
Second BMPs TN removal rate = ? ' %
L Second BMP's TP removal rate =
-
Third BMP's TN removal rate = - % Third BMP's TP removal rate =j %
TOTAL TN REMOVAL RATE = 0 % TOTAL TP REMOVAL RATE = 0 %
..:...I.. 3 :......:.:......:..:.:..:. ::.::....t..> _....... ...........(..I.......... ..........I..t..•.•...•. .....:... I51.?..: ':?:i6j€: €?:€:I7.I€;`.
.. p.... , . , , .Gen, r ........... ..Ca_cl,mep :Sa4laociiiula' rZYCr???e 11;9G:u1 ?CoTumiii ?vkrii e>?1Co [:Cotum
..;1Nr'ea+*e?i i i(1.4F i<9.Y.?i 'i i 'FtViffiintK?t .. . f21 -111 ! fdt ' rtRamnf/.l.cEc . 01 ill,
rf S:
jp$jp j ftjatltjtEwuus 2.60 0.19
' Rgyt; tbp.4e uiou f € ' ri 1.95 0.11
iiAsctl pervigp9[.?; ?' 1.42 0.28
Yriotleil jierv;ous.;.€.' 0.94 0.14
Areakzkcuu?rbyJ37)Y;; 1.95 0.11

r:>ieti4h?gpKCVoi;i(???. .1 •

:. I'. c*li\ 1' T1?
s

'
•
`:iToad lbl :a;oaJ' Iti%
i
'Cotil?tia';u1Uci?lo mepE:=
_rra 13A IV TN
..
.
,..
.
=B `1 '
...
zr .Ib
.
a
?
x
po...(..t r. :
l
xlzg.....fl?i a.fyrl
Qst.12? lY'Rh j? .:
::::Post .D . I P TI'
`E V1 : WYO..

sj.
b r .
?:.YA B.IP`1`l
f t Ya'?'• a r
b/ cL

Tar-Pamlico Stormwater Rule 15A NCAC 2B.0258
Last Modified 5/23/03
Average of Nutrient Loadings from the Catchments:
:G:tcGi?iehfas#=D?iP;:' k'osti?[3\il'

0

Stormwater Management
Affordable Suites of Greenville
October 2005
® Affordable Suites of Greenville
Greenville, North Carolina
DESIGN REQUIREMENT:
Design a stormwater impoundment facility that will control the increased runoff created
by the proposed development, so that the 1-year runoff rates from the developed site is
equivalent to the runoff rate from the site prior to development.
MA IIVIUM PERMISSIBLE RELEASE RATES:
Assume Maximum Permissible Release Rate = Peak discharge for site prior to development.
INPUT: PERVIOUS AREA = 1.37 AC
IMPERVIOUS AREA = 0.00
PERVIOUS C = 0.25 AC
IMPERVIOUS C = 0.85
TOTAL AREA = 1.37 AC
• COMPOSITE C = 0.25
H = 7 FT
L= 380 FT
MULT. FACTOR = 2
RESULTS: Tc = 7.0 MIN (Overland Flow)
I(1) = 4.1 INM
Q(1) = CIA = 1.4 CFS
THEREFORE: Maximum Release Rate (1 year storm) = 1.4 CFS
PEAK RUNOFF (DEVELOPED):
Calculate the Peak Runoff Rate for a 1-year storm assuming the site is developed.
INPUT: PERVIOUS AREA = 0.61 AC
IMPERVIOUS AREA = 0.76 AC
PERVIOUS C = 0.25
IMPERVIOUS C = 0.85
® H = 8 FT
L= 550 FT
MULT. FACTOR = 1 1
Stormwater Management
Affordable Suites of Greenville
October 2005
® RESULTS: TOTAL AREA =
COMPOSITE C =
Tc =
I(1) _
Q(1) = CIA =
THEREFORE: Peak Flow (Devel
1.37
0.58
5.1
4.5
3.5
oped -1 y(
AC
MIN
IN/HR
CFS
:ar storm) = 3.5 CFS
INFLOW HYDROGRAPH:
Let the hydrograph peak at the 1-year Rational Flow. Set the volume under the hydrograph
at the 1-year,24-hr runoff.
INPUT: CN = 80 (Bb Bibb Complex, CrB Craven 1%-6%)
P = 3.4 IN (1-yr, 24-hr rain, City of Greenville)
RESULTS: S= 2.50 IN
RUNOFF= 1.56 IN
Time to Peak. • Use the pattern hydrograp h Rf. SCS, National Engineering Handbook) to set
®
Tp such that the hydrograph peaks at 3.5 cfs and contains 1.56 inches
of runoff. Set the volume under the hydrograph at the 1-year, 24-hour runoff.
Tp = Tp = Vol/1.37Qp = 27 MIN
INFLOW HYDROGRAPH
Qp = 3.5 cfs
Tp = 27 min
STORAGE REQUIRED:
Estimate Storage by the Triangular Hydrograph Approximation.
Sr = (Qp - Qo)Tp = 3,386 CF
THEREFORE: Estimated Storage Required = 3,386 CF
•
Stormwater Managment
Affordable Suites of Greenville
October 2005
• REGRESSION ANALYSIS
Stormwater Detention Pond
CONTOUR CONTOUR
AREA
S
INCR ACCUM
VOLUME VOLUME
Z
ESTIMATED
STAGE STORAGE
[sg ft] [Cu. ft] [cu ft] [ft]

49 0 0 0
50 607 304 304 1 296
51 2078 1343 1646 2 1,724
52 4293 3186 4832 3 4,832
53 6609 5451 10283 4 10,036
•
Regression Output:
y = ax^b
a = 296.2328396
b = 2.5412
R2 = 0.99999
0
Stormwater Management
Affordable Suites of Greenville
October 2005
• STORMWATER ROUTING (1-year Storm)
Affordable Suites of Greenville
Grass Swale w/ Attenuation
ORIFICE & WEIR CONFIGURATION
INPUT DATA:
Qp = 3.5 cfs
Tp = 27 min
dT = 2.00 min
Ks = 296.23
b = 2.54
Zo = 49.00 ft
Emergency Spillway
Lw = 120.00 ft
Cw = 3.00
Zcr= 52.50 ft
Weir/ 1-Yr. Storm Spillway
Lw = 9.00 ft
Cw = 3.00
Zcr= 51.60 ft
Orifice
Db = 6.00 in
Invert = 49.00 ft
Cd = 0.60
Berm around south side of grass swale
will act as emergency spillway
Throated Inlet to act as primary spillway
Invert of outlet pipe
n
U
Stormwater Management
Affordable Suites of Greenville
October 2005
C
40
•
TIME INFLOW STORAGE STAGE OUTFLOW ORIFICE WEIR SPILLWAY
(min) (cfs) (Cu ft) (ft) (cfs) (cfs) (cfs) (cfs)
0.0 0 49.00 0.0 0.0 0.0 0.0
2 0.0 0 49.00 0.0 0.0 0.0 0.0
4 0.2 6 49.21 0.1 0.1 0.0 0.0
6 0.4 13 49.30 0.2 0.2 0.0 0.0
8 0.7 39 49.45 0.4 0.4 0.0 0.0
10 1.1 79 49.60 0.6 0.6 0.0 0.0
12 1.5 145 49.76 0.7 0.7 0.0 0.0
14 1.9 246 49.93 0.8 0.8 0.0 0.0
16 2.3 385 50.11 0.9 0.9 0.0 0.0
18 2.7 561 50.29 1.0 1.0 0.0 0.0
20 3.0 772 50.46 1.0 1.0 0.0 0.0
22 3.3 15013 50.62 1.1 1.1 0.0 0.0
24 3.5 1,276 50.78 1.2 1.2 0.0 0.0
26 3.5 1,552 50.92 1.2 1.2 0.0 0.0
28 3.5 13831 51.05 1.3 1.3 0.0 .0.0
30 3.4 2,102 51.16 1.3 1.3 0.0 0.0
32 3.2 2,353 51.26 1.3 1.3 0.0 0.0
34 2.9 2,574 51.34 1.4 1.4 0.0 0.0
36 2.6 2,759 51.41 1.4 1.4 0.0 0.0
38 2.4 2,909 51.46 1.4 1.4 0.0 0.0
40 2.2 3,027 51.50 1.4 1.4 0.0 0.0
42 2.0 3,117 51.52 1.4 1.4 0.0 0.0
44 1.8 3,182 51.55 1.4 1.4 0.0 0.0
46 1.6 3,223 51.56 1.4 1.4 0.0 0.0
48 1.5 3,245 51.57 1.4 1.4 0.0 0.0
50 1.3 3,248 51.57 1.4 1.4 0.0 0.0
52 1.2 3,235 51.56 1.4 1.4 0.0 0.0
54 1.1 3,207 51.55 1.4 1.4 0.0 0.0
56 1.0 3,165 51.54 1.4 1.4 0.0 0.0
58 0.9 3,112 51.52 1.4 1.4 0.0 0.0
60 0.8 35049 51.50 1.4 1.4 0.0 0.0
62 0.7 2,976 51.48 1.4 1.4 0.0 0.0
64 0.7 2,896 51.45 1.4 1.4 0.0 0.0
66 0.6 2,808 51.42 1.4 1.4 0.0 0.0
68 0.5 2,713 51.39 1.4 1.4 0.0 0.0
70 0.5 2,613 51.36 1.4 1.4 0.0 0.0
72 0.5 2,508 51.32 1.4 1.4 0.0 0.0
74 0.4 2,400 51.28 1.3 1.3 0.0 0.0
<PEAK
Stormwater Management
Affordable Suites of Greenville
October 2005
76 0.4 2,287 51.24 1.3 1.3 0.0 0.0
® 78 0.3 2,172 51.19 1.3 1.3 0.0 0.0
80 0.3 2,055 51.14 1.3 1.3 0.0 6.0
82 0.3 1,935 51.09 1.3 1.3 0.0 0.0
84 0.3 1,815 51.04 1.3 1.3 0.0 0.0
86 0.2 1,693 50.99 1.2 1.2 0.0 0.0
88 0.2 1,571 50.93 1.2 1.2 0.0 0.0
90 0.2 1,449 50.87 1.2 1.2 0.0 0.0
92 0.2 1,327 50.80 1.2 1.2 0.0 0.0
94 0.2 1,206 50.74 1.2 1.2 0.0 0.0
96 0.1 1,087 50.67 1.1 1.1 0.0 0.0
98 0.1 968 50.59 1.1 1.1 0.0 0.0
100 0.1 852 50.52 1.1 1.1 0.0 0.0
102 0.1 738 50.43 1.0 1.0 0.0 0.0
104 0.1 628 50.34 1.0 1.0 0.0 0.0
106 0.1 520 50.25 0.9 0.9 0.0 0.0
108 0.1 417 50.14 0.9 0.9 0.0 0.0
110 0.1 320 50.03 0.8 0.8 0.0 0.0
112 0.1 228 49.90 0.8 0.8 0.0 0.0
114 0.1 144 49.75 0.7 0.7 0.0 0.0
116 0.1 71 49.57 0.5 0.5 0.0 0.0
118 0.0 13 49.29 0.2 0.2 0.0 0.0
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Stormwater Management
Affordable Suites of Greenville
October 2005
® Affordable Suites of Greenville
Greenville, North Carolina
DESIGN REQUIREMENT:
Check that the stormwater impoundment facility that will control the increased runoff created
by the future development, so that the 10-year runoff rates from the developed site will
pass through the outlet structure without overtopping the emergency spillyway.
PEAK RUNOFF (DEVELOPED):
Calculate the Peak Runoff Rate for a 10-year stone assuming the site is developed.
INPUT: PERVIOUS AREA = 0.61 AC
IMPERVIOUS AREA = 0.76 AC
PERVIOUS C = 0.25
IMPERVIOUS C = 0.85
H = 8 FT
L= 550 FT
MULT. FACTOR = 1
RESULTS: TOTAL AREA = 1.37 AC
® COMPOSITE C =
Tc = 0.58
5.1 MIN
I(10) = 7.3 IN/HR
Q(10) = CIA = 5.9 CFS
THEREFORE: Peak Flow (Develop ed -10 year storm) = 5.9 CFS
INFLOW HYDROGRAPH:
Let the hydrograph peak at the 10-year Rational Flow. Set the volume under the hydrograph
at the 10-year,6-hr runoff. (Rf. SCS TR-55)
INPUT: CN = 80 (Bb Bibb Complex, CrB Craven 1%-6%)
P= 4.4 IN (10-yr, 6-hr rain, Pitt County)
RESULTS: S= 2.50 IN
RUNOFF= 2.38 IN
Time to Peak: Use the pattern hydrograph (Rf: SCS, National Engineering Handbook) to set
Tp such that the hydrograph peaks a 5.9 cfs and contains 2.38 inches
of runoff. Set the volume under the hydrograph at the 10-year, 6-hour runoff.
Tp = Tp = Vol/1.37Qp = 25 MIN
® INFLOW HYDROGRAPH
Qp = 5.9 cfs
Tp = 25 min
Stormwater Management
Affordable Suites of Greenville
October 2005
is STORMWATER ROUTING (10-year Storm)
Affordable Suites of Greenville
ORIFICE AND WEIR CONFIGURATION
INPUT DATA:
•

Qp = 5.9 cfs
Tp = 25 min
dT = 2.00 min
a= 296.2328
b = 2.54
Zo = 49.00 ft
Emergency Spillway
LW = 120.00 ft Berm around south side of grass swale
Cw = 3.00 will act as emergency spillway
Zcr= 52.50 ft
Weir/ 1-Yr. Storm Spillway
Lw = 9.00 ft Throated Inlet to act as primary spillway
Cw = 3.00
Zcr= 51.60 ft
Orifice
Db = 6.00 in
Invert = 49.00 ft Invert of outlet pipe
Cd = 0.60
TIME INFLOW STORAGE STAGE OUTFLOW ORIFICE WEIR SPILLWAY
(min) (cfs) (cu ft) (ft) (cfs) (cfs) (cfs) (cfs)
0,0 0 49.0 0.0 0.0 0.0 0.0
2 0.1 0 49.0 0.0 0.0 0.0 0.0
4 0.4 10 49.3 0.2 0.2 0.0 0.0
6 0.8 33 49.4 0.4 0.4 0.0 0.0
8 1.4 88 49.6 0.6 0.6 0.0 0.0
10 2.1 187 49.8 0.7 0.7 0.0 0.0
12 2.8 351 50.1 0.9 0.9 0.0 0.0
14 3.6 588 50.3 1.0 1.0 0.0 0.0
16 4.3 900 50.5 1.1 1.1 0.0 0.0
Stormwater Management
Affordable Suites of Greenville
October 2005
• 18 4.9 1,283 50.8 1.2 1.2 0.0 0.0
20 5.4 1,730 51.0 1.2 1.2 0.0 0.0
22 5.7 2,224 51.2 1.3 1.3 0.0 0.0
24 5.8 2,750 51.4 1.4 1.4 0.0 0.0
26 5.8 3,286 51.6 1.4 1.4 0.0 0.0
28 5.6 3,810 51.7 2.8 1.5 1.3 0.0
30 5.2 4,145 51.8 4.4 1.5 2.9 0.0
32 4.7 4,239 51.8 4.9 1.5 3.4 0.0 <Peak
34 4.2 4,213 51.8 4.7 1.5 3.2 0.0
36 3.8 4,148 51.8 4.4 1.5 2.9 0.0
38 3.4 4,073 51.8 4.0 1.5 2.5 0.0
40 3.1 3,999 51.8 3.6 1.5 2.1 0.0
42 2.7 3,928 51.8 3.3 1.5 1.8 0.0
44 2.5 3,861 51.7 3.0 1.5 1.5 0.0
46 2.2 3,797 51.7 2.7 1.5 1.2 0.0
48 2.0 3,736 51.7 2.5 1.5 1.0 0.0
50 1.8 3,678 51.7 2.3 1.5 0.8 0.0
52 1.6 3,623 51.7 2.1 1.5 0.6 0.0
54 1.5 3,569 51.7 1.9 1.5 0.4 0.0
56 1.3 3,517 51.6 1.7 1.5 0.3 0.0
58 1.2 3,465 51.6 1.6 1.5 0.2 0.0
e
60 1.1 3,413 51.6 1.5 1.5 0.1 0.0
62 1.0 3,359 51.6 1.4 1.4 0.0 0.0
64 0.9 3,300 51.6 1.4 1.4 0.0 0.0
66 0.8 3,230 51.6 1.4 1.4 0.0 0.0
68 0.7 3,150 51.5 1.4 1.4 0.0 0.0
70 0.6 .3,062 51.5 1.4 1.4 0.0 0.0
72 0.6 2,967 51.5 1.4 1.4 0.0 0.0
74 0.5 2,865 51.4 1.4 1.4 0.0 0.0
76 0.5 2,758 51.4 1.4 1.4 0.0 0.0
78 0.4 2,646 51.4 1.4 1.4 0.0 0.0
80 0.4 2,531 51.3 1.4 1.4 0.0 0.0
82 0.3 2,411 51.3 1.3 1.3 0.0 0.0
84 0.3 2,290 51.2 1.3 1.3 0.0 0.0
86 0.3 2,166 51.2 1.3 1.3 0.0 0.0
88 0.2 2,040 51.1 1.3 1.3 0.0 0.0
90 0.2 1,913 51.1 1.3 1.3 0.0 0.0
92 0.2 1,786 " 51.0 1.3 1.3 0.0 0.0
94 0.2 1,658 51.0 1.2 1.2 0.0 0.0
96 0.2 1,531 50.9 1.2 1.2 0.0 0.0
98 0.1 1,404 50.8 1.2 1.2 0.0 0.0
100 0.1 1,278 50.8 1.2 1.2 0.0 0.0
102 0.1 1,153 50.7 1.1 1.1 0.0 0.0
Stormwater Management
Affordable Suites of Greenville
October 2005
is 104 0.1 1,030 50.6 1.1 1.1 0.0 0.0
106 0.1 909 50.6 1.1 1.1 0.0 0.0
108 0.1 791 50.5 1.0 1.0 0.0 0.0
110 0.1 676 50.4 1.0 1.0 0.0 0.0
112 0.1 564 50.3 1.0 1.0 0.0 0.0
114 0.1 457 50.2 0.9 0.9 0.0 0.0
116 0.1 355 50.1 0.9 0.9 0.0 0.0
118 0.0 258 49.9 0.8 0.8 0.0 0.0
120 0.0 170 49.8 0.7 0.7 0.0 0.0
122 0.0 91 49.6 0.6 0.6 0.0 0.0
124 0.0 26 49.4 0.3 0.3 0.0 0.0
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Stormwater Management
Affordable Suites of Greenville
October 2005
® Affordable Suites of Greenville
Greenville, North Carolina
DESIGN REQUIREMENT:
Check that the stormwater impoundment facility that will control the increased runoff created
by the future development, so that the 25-year runoff rates from the developed site will
pass through the outlet structure without overtopping the emergency spillyway.
PEAK RUNOFF (DEVELOPED):
Calculate the Peak Runoff Rate for a 25-year storm assuming the site is developed.
INPUT: PERVIOUS AREA = 0.61 AC
IMPERVIOUS AREA = 0.76 AC
PERVIOUS C = 0.25
IMPERVIOUS C = 0.85
H = 8 FT
L= 550 FT
MULT. FACTOR = 1
RESULTS: TOTAL AREA = 1.37 AC
COMPOSITE C = 0.58
®
Tc = 5.1 MIN
1(25) = 8.7 INM
Q(25) = CIA = 7.0 CFS
THEREFORE: Peak Flow (Developed -25 year storm) = 7.0 CFS
INFLOW HYDROGRAPH:
Let the hydrograph peak at the 25-year Rational Flow. Set the volume under the hydrograph
at the 25-year,6-hr runoff.
INPUT: CN = 80 (Bb Bibb Complex, CrB Craven 1%-6%)
P = 5.24 IN (25-yr, 6-hr rain, City of Greenville )
RESULTS: S= 2.50 IN
RUNOFF = 3.10 IN
Time to Peak: Use the pattern hydrograph (Rf: SCS, National Engineering Handbook) to set
Tp such that the hydrograph peaks at 7.0 cfs and contains 3.10 inches
of runoff. Set the volume under the hydrograph at the 25-year, 6-hour runoff.
Tp = Tp = Vol/1.37Qp = 27 MIN
40 INFLOW HYDROGRAPH
Qp = 7.0 cfs
Tp = 27 min
Stormwater Management
Affordable Suites of Greenville
October 2005
® STORMWATER ROUTING (25-year Storm)
Affordable Suites of Greenville
ORIFICE AND WEIR CONFIGURATION
INPUT DATA:
E
Qp = 7.0 cfs
Tp = 27 min
dT = 2.00 min
Ks = 296.23
b = 2.54
Zo = 49.00 ft
Emergency Spillway
Lw = 120.00 R
Cw = 3.00
Zcr= 52.50 R
Weir/ 1-Yr. Storm Spillway
LW = 9.00 R
Cw = 3.00
Zcr =. 51.60 R
Orifice
Db = 6.00 in
Invert = 49.00 ft
Cd = 0.60
Berm around south side of grass swale
will act as emergency spillway
Throated Inlet to act as primary spillway
Invert of outlet pipe
0
Stormwater Management
Affordable Suites of Greenville
October 2005

s
•
TIME INFLOW STORAGE STAGE OUTFLOW ORIFICE WEIR SPILLWAY
(min) (cfs) (cu R) (ft) (cfs) (cfs) (cfs) (cfs)
0.0 0 49.00 0.0 0.0 0.0 0.0
2 0.1 0 49.00 0.0 0.0 0.0 0.0
4 0.4 11 49.28 0.2 0.2 0.0 0.0
6 0.8 32 49.42 0.4 0.4 0.0 0.0
8 1.4 87 49.62 0.6 0.6 0.0 0.0
10 2.1 186 49.83 0.7 0.7 0.0 0.0
12 2.9 352 50.07 0.9 0.9 0.0 0.0
14 3.7 594 50.31 1.0 1.0 0.0 0.0
16 4.5 919 50.56 1.1 1.1 0.0 0.0
18 5.2 1,326 50.80 1.2 1.2 0.0 0.0
20 5.9 1,811 51.04 1.3 1.3 0.0 0.0
22 6.4 2,363 51.26 1.3 1.3 0.0 0.0
24 6.7 2,968 51.48 1.4 1.4 0.0 0.0
26 6.9 3,608 51.67 2.0 1.5 0.5 0.0
28 6.9 4,198 51.84 4.7 1.5 3.1 0.0
30 6.7 4,470 51.91 6.2 1.5 4.6 0.0
32 6.4 4,536 51.93 6.6 1.5 5.0 0.0
34 5.9 4,512 51.92 6.4 1.5 4.9 0.0
36 5.3 4,444 51.90 6.0 1.5 4.5 0.0
38 4.8 4,359 51.88 5.6 1.5 4.0 0.0
40 4.4 4,274 51.86 5.1 1.5 3.6 0.0
42. 4.0 4,192 51.84 4.6 1.5 3.1 0.0
44 3.6 4,115 51.82 4.2 1.5 2.7 0.0
46 3.3 4,043 51.80 3.9 1.5 2.4 0.0
48 3.0 3,975 51.78 3.5 1.5 2.0 0.0
50 2.7 3,910 51.76 3.2 1.5 1.7 0.0
52 2.5 3,849 51.74 3.0 1.5 1.5 0.0
54 2.2 3,790 51.73 2.7 1.5 1.2 0.0
56 2.0 3,735 51.71 2.5 1.5 1.0 0.0
58 1.8 3,682 51.70 2.3 1.5 0.8 0.0
60 1.7 3,630 51.68 2.1 1.5 0.6 0.0
62 1.5 3,581 51.67 1.9 1.5 0.5 0.0
64 1.4 3,532 51.65 1.8 1.5 0.3 0.0
66 1.3 3,484 51.64 1.7 1.5 0.2 0.0
68 1.1 3,436 51.62 1.6 1.5 0.1 0.0
70 1.0 3,387 51.61 1.5 1.4 0.0 0.0
72 0.9 3,335 51.59 1.4 1.4 0.0 0.0
74 0.9 3,275 51.57 1.4 1.4 0.0 0.0
<PEAK
Stormwater Management
Affordable Suites of Greenville
October 2005
® 76 0.8 3,205 51.55 1.4 1.4 0.0 0.0
78 0.7 3,126 51.53 1.4 1.4 0.0 0.0
80 0.6 3,040 51.50 1.4 1.4 0.0 0.0
82 0.6 2,947 51.47 1.4 1.4 0.0 0.0
84 0.5 2,848 51.44 1.4 1.4 0.0 0.0
86 0.5 2,744 51.40 1.4 1.4 0.0 0.0
88 0.4 2,635 51.36 1.4 1.4 0.0 0.0
90 0.4 2,523 51.32 1.4 1.4 0.0 0.0
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AFFORDABLE SUITES
OF GREENVILLE
1- 4,
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PITT COUNTY, NORTH CAROH
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PUBLIC WORKS DEPARTMENT
January 25, 2006
?EC'D J " 2006
CITY OF GREENVILLE
N O R T H CAR O L I NA
27335.7207
0(rplpg
Mr. Scott T. Anderson, PE
Rivers & Associates, Inc.
107 East Second Street
Greenville, NC 27858
Re: Affordable Suites of Greenville
Stormwater Management Plan
Dear Scott:
P.O. Box 7207
Attached is the Stormwater Management Plan for the referenced project. Please note that the
plan was:
40 ® Approved.
? Revised as noted.
? Approved as noted.
If you have any questions, please call me at (252) 3294683.
Sincerely,
as 0416-, 4.
Lisa Ann Smith, PE
Civil Engineer II
spe
Attachment
PC: Wayne Harrison, City Planner II

6? kA /7
SRI In" ..rH
::0DVA\PCD0CS\C0G\583924\10
r?C;EIVI??D
DEC 0 5 2005
BY: _ S-1- W- -?- ?
Days Construction C;?GINEERING/INSPECT10143 DEPT.
3TORMWATER DETENTION
Affordable Suites of Greenville PLAN
APPROVED
APPROVED AS NOTED
Stormwater Management Plan R VISE AS NOTED
Greenville, North Carolina ©Y ar 2S CIr
October, 2005
Drawing No. W-2863
Owner:
Premier Group Properties, Inc.
401 Chatham Square Office Park, Unit B
® Fredricksburg, VA 22405
[phone]
Engineer:
Rivers & Associates, Inc.
107 East Second Street
Greenville, NC 27858
(252) 7524135
'4
CAR O: ••Flrss/o••.•2
r? SEAL `:
28425 _
CO- O?•:c'I;GINE??•, Q?
Scott T. Anderson, P.E.
Date: //-ZB-aS'
Affordable Suites of Greenville
Stormwater Management Plan
Greenville, North Carolina
October, 2005
Days Construction. proposes to construct a constructing a 2 story building - 44 unit
limited stay motel on a tract of land located at the intersection of Dickinson Avenue and
Dansey Road in Greenville, North Carolina. The project includes the construction of a
building, parking lots, a storm sewer system, a storm water treatment system, electric,
telephone, gas, water and sanitary sewer services.
The proposed facility is located on a 2.84 acre portion of Pitt County Tax Parcel No.
58806. This parcel is an undeveloped tract.
The proposed project will disturb an approximately 1.37 acre portion of the property.
This 1.37 acre portion of the parcel is included in the design of stormwater BMP's to
treat stormwater runoff from the proposed development. The remaining 1.47 acres of the
project area is currently wooded with wetlands and floodway. This area will remain
undeveloped and be direct runoff with no nutrient removal provided. The project area
(Catchment 1) is comprised of 0.4 acres of transportation impervious, 0.26 acres of
building impervious, and 0.66 acres of maintained pervious cover. A grass swale will
occupy the remaining 0.5 acres of Catchment 1.
The undeveloped portion of this property (Catchment 2) is 1.47 acres. This catchment is
comprised of 1.26 acres of wooded pervious and 0.21 acres of managed pervious. The
stormwater runoff from this catchment will continue to flow via the natural drainage
swales into Green Mill Run.
In order to capture and remove the required nitrogen and phosphorus export for the total
project site (4.0 lb/ac/yr TN and 0.41b/ac/yr TP), a grass swale will be constructed at the
rear of the proposed building. To provide the required nutrient removal for the total site,
the grassed swales will be constructed with twice the length required in accordance with
design methods described in the NCDENR "Stormwater Best Management Practices"
Manual.
In order to provide attenuation for the one year storm, a berm will be constructed at the
end of the grass swale with an outlet structure to control the release rate.The outlet
structure is a masonry/concrete riser with a concrete slab placed on the top of the
structure such that there is an 8" open throat on three sides of the box. There is a 6" pipe
at the invert of the grass swale. The weir elevation of the outlet is set to provide
attenuation of the 1-year, 24-hour storm to the pre-developed release rate (see attached
calculations).
11
During construction of this project, the North Carolina Sedimentation Pollution Control
• Act and the Rules and Regulations promulgated pursuant to the provisions of this act
must be adhered to. Attached are the specifications for Seeding and Mulching and
Erosion and Pollution control. These specifications explicitly describe procedures to
minimize offsite sedimentation and erosion during the construction phase of the project.
•
9
Affordable Suites of Greenville.
Greenville, North Carolina
is Stormwater BMP Maintenance Plan
Stormwater Best Management Practices are used for the removal of pollutants from
stormwater runoff. The following are maintenance guidelines for Grass Swales.
I. Inspect monthly, or after every runoff-producing rainfall event:
i. Remove debris from the grass swale
ii. Check and clear the piping of any obstructions.
iii. Check the area side slopes; remove trash, repair eroded areas before next
rainfall.
II. Quarterly
L Inspect the collection system for proper functioning. Clear accumulated
trash from basin grates and basin bottoms, and check piping for
obstructions.
ii. Reseed grassed swales and/or slopes, including the vegetated filter if
applicable, twice a year as necessary. Repair eroded areas immediately.

III. Every 6 Months
i. Remove any sediment build up in the grass swale.
ii. Inspect slopes/banks for erosion and reseed or stabilize if necessary.
iii. Inspect the inlet and outlet for erosion and stabilize if necessary.
IV. General
i. Mow the side slopes according to season. Maximum grass height shall be
kept consistent with standard landscaping practices for the variety.
V. Special Requirements
i. Keep records of all maintenance activity. Records shall be available for
City of Greenville inspection upon request.
ii. Contact the City of Greenville for approval before making any
modifications to the grass swale.

Days Construction 10105
Affordable Suites of Greenville
® SECTION 02910 - EROSION AND POLLUTION CONTROL
PART 1 - GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including the General and Special Conditions and
Division-1 Specification sections apply to work of this section.
DESCRIPTION OF WORK:
The extent of the work required under this section is that required to minimize water, air, and noise
pollution and soil erosion and siltation.
Temporary erosion control measures which may be necessary include, but are not limited to,
temporary berms, dikes, dams, drainage ditches, silt basins, silt ditches, silt fences, rip rap,
perimeter swales, slope drains, structures, vegetation, mulches, mats, netting, gravel or any other
methods or devices that are necessary to control or restrict erosion. Temporary erosion control
measures may include work outside the right-of-way or construction limits where such work is
® necessary as a result of construction such as borrow pit operations, haul roads, plant sites,
equipment storage sites, and disposal of waste or debris. The Contractor shall be liable for all
damages to public or private property caused by silting or slides originating in waste areas furnished
by the Contractor.
Related Work Specified Elsewhere:
Earthwork: Section 02200
Fertilizing, Seeding and Mulching: Section 02920
QUALITY ASSURANCE:
Codes and Standards:
North Carolina Sedimentation Pollution Control Act of 1973 and the Rules and Regulations
promulgated pursuant to the provisions of said act.
City of Greenville Soil Erosion and Sedimentation Control Ordinance.
n
LJ
EROSION AND POLLUTION CONTROL 02910-1
Days Construction 10105
Affordable Suites of Greenville
"Standard Specifications for Roads and Structures", North Carolina Department of Transportation
® (DOT).
In the event of conflict between the regulations listed above and the requirements of these
specifications, the more restrictive requirement shall apply.
SANCTIONS:
Failure of the Contractor to fulfill any of the requirements of this section may result in the Owner
ordering the stopping of construction operations in accordance with SUBARTICLE 13.8 of the
General Conditions until such failure has been corrected. Such suspension of operations will not
justify an extension of contract time nor additional compensation.
Failure on the part of the Contractor to perform the necessary measures to control erosion,
siltations, and pollution will result in the Engineer notifying the Contractor to take such measures.
In the event that the Contractor fails to perform such measures within 24 hours after receipt of such
notice, the Owner may suspend the work as provided above, or may proceed to have such measures
performed with other forces and equipment, or both. The cost of such work performed by other
forces will be deducted from monies due the Contractor on his contract.
PART 2 - PRODUCTS
0
SILT FENCES:

Posts: Steel posts shall be Tin height and be of the self-fastener angle steel type.
Posts shall be spaced at 10' max. when silt fence is backed with wire mesh, and 7' when no wire
mesh is used or as required by the Engineer.
Woven Wire: Woven wire fencing shall conform to ASTM Al 16 for Class 3 galvanizing. Fabric
shall be a minimum of 32" in width and shall have a minimum of 6 line wires with 12" stay
spacing. The top and bottom wires shall be 10 gauge while the intermediate wires shall be 12-1/2
gauge. Wire fabric shall be fastened to wood posts with not less than 99 wire staples 1-1/2" long.
Fabric: Provide woven synthetic fiber designed specifically for silt fence conforming to NCDOT
specifications.
DRAINAGE STONE:
Class I material NCDOT No. 57.
EROSION AND POLLUTION CONTROL 02910-2
Days Construction 10105
Affordable Suites of Greenville
® RIP RAP:
Class B in accordance with NCDOT specifications.
FILTER CLOTH:
For use under rip rap provide woven synthetic fiber with burst strength of 500 psi, permeability of
0.01 cm/sec and apparent serve size of approximately 70 as manufactured by MIRAFI, EXXON, or
approved equal.
MATTING FOR EROSION CONTROL:
Matting for erosion control shall be jute matting or excelsior matting. Other acceptable material
manufactured especially for erosion control may be used when approved by the Engineer in writing
before being used. Matting for erosion control shall not be dyed, bleached, or otherwise treated in a
manner that will result in toxicity to vegetation.
TEMPORARY SEEDING:
Temporary seeding, when required, shall be performed in accordance with the recommendations
contained in "Guide for Sediment Control on Construction Sites in North Carolina", published by
the Soil Conservation Service and Section 02920 of these specifications.
PART 3 - EXECUTION
GENERAL:
The Contractor shall take whatever measures are necessary to minimize soil erosion and siltation,
and water, air, and noise pollution caused by his operations. The Contractor shall also comply with
the applicable regulations of all legally constituted authorities relating to pollution prevention and
control. The Contractor shall keep himself fully informed of all such regulations which in any way
affect the conduct of the work, and shall at all times observe and comply with all such regulations.
In the event of conflict between such regulations and the requirements of the specifications, the
more restrictive requirements shall apply.
9
EROSION AND POLLUTION CONTROL 02910-3
Days Construction
Affordable Suites of Greenville
10105
® EROSION AND SILTATION CONTROL:
The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent the eroding of soil and the silting of rivers, streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property.
Prior to suspension of operations on the project or any portion thereof, the Contractor shall take all
necessary measures to protect the construction area, including but not limited to borrow sources,
soil type base course sources, and waste areas, from erosion during the period of suspension.
Provide diversion ditches and berms as necessary to prevent concentrated flow of water across
disturbed areas.
Stockpile excavated material on the opposite side of the utility trenches from the watercourses to
the extent that is possible.
In the event that stockpiles are placed on the watercourse side of the trench, provide silt fence or silt
berms with stone filter outlets along the entire length of the stockpile that is on the watercourse side
of the trench. Upon the completion of backfilling, the measures shall be removed and the site
graded to its natural grade or as shown on plans.
Maintain natural buffer zones along all watercourses sufficient to retain all visible siltation within
the first 25 percent of the buffer width.
Provide a settling basin with a gravel filter outlet for all water pumped from trenches or dewatering
equipment. Pumping of that water directly into any stream, pond, or watercourse is prohibited.
Tamp fertilize, seed and mulch the disturbed areas as soon as practicable after line is installed and,
in all cases, no later than 30 days after completion of the line segment or work at a particular site.
When construction operations are suspended for more than 30 days, provide temporary seeding and
mulching of all disturbed areas including those areas in which further construction is necessary.
Erosion control measures installed by the Contractor shall be acceptably maintained by the
Contractor.
Silt fences shall be provided where shown on the drawings and/or as necessary to prevent erosion.
Catch basins and Drop Inlets shall be protected from silt by placing rock inlet sediment traps around
the openings until vegetative cover is established.
Temporary rock check dams shall be constructed where shown on the drawings.
® Seeding for erosion control shall be performed in accordance with Section 02920.
EROSION AND POLLUTION CONTROL 029104
Days Construction
Affordable Suites of Greenville
10105
Stream Or Ditch Crossings shall be perform in accordance with details shown on plans. Complete
crossing in one working day. Carefully stabilize disturbed slopes by tamping with equipment
buckets and mechanical or hand tamping. Distribute topsoil evenly on slopes and tamp.
Where rip rap is required, carefully place at least one foot thick over filter cloth.
Fertilize, seed, and mulch each crossing's slopes as soon as practicable after completing the crossing
and in no case more than two weeks after disturbance of the slopes.
WATER AND AIR POLLUTION:
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The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent pollution of rivers, streams, and water impoundments. Pollutants such as chemicals, fuels,
lubricants, bitumens, raw sewage, and other harmful waste shall not be discharged into or alongside
of rivers, streams, or impoundments, or into natural or manmade channels leading thereto.
The Contractor shall comply with all State or local air pollution regulations throughout the life of
the project.
DUST CONTROL:
The Contractor shall control dust throughout the life of the project within the project area and at all
other areas affected by the construction of the project, including, but not specifically limited to,
unpaved secondary roads, haul roads, access roads, disposal sites, borrow and material sources, and
production sites. Dust control shall not be considered effective where the amount of dust creates a
potential or actual unsafe condition, public nuisance, or condition endangering the value, utility, or
appearance of any property.
NOISE CONTROL:
The Contractor shall exercise every reasonable
prevent excessive and unnecessary noise. The
minimize the disturbance of area residents.
precaution throughout the life of the project to
Contractor shall choose his methods so as to
END OF SECTION 02910
EROSION AND POLLUTION CONTROL 02910-5
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Days Construction 10105
Affordable Suites of Greenville
is SECTION 02920 - FERTILIZING SEEDING AND MULCHING
PART 1 - GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including the General and Special Conditions and
Division-1 Specification sections apply to work of this section.
DESCRIPTION OF WORK:
Permanent Seeding: Permanent seeding is required for all areas disturbed by construction, except
for areas covered by structures, pavements, etc.
Temporary Seeding: Temporary seeding of disturbed areas shall be performed whenever one or
more of the following conditions exist.
The Engineer determines temporary seeding is necessary to prevent or stop erosion of
disturbed areas.
Work is suspended or delayed on any portion of the project for 30 days and the potential for
erosion exists.
Whenever permanent seeding is delayed beyond that required by the Contract Documents.
QUALITY ASSURANCE:
Codes and Standards: In general, follow procedures and guides published by the Soil Conservation
Service, United States Department of Agriculture.
PART 2 - PRODUCTS
FERTILIZER:
Provide commercial fertilizer conforming to statutory requirements and all rules and regulations
adopted by the North Carolina Board of Agriculture.
•
FERTILIZING, SEEDING AND MULCHING 02920-1
Days Construction
Affordable Suites of Greenville
LIMESTONE:
10105
Provide agricultural limestone conforming to all statutory requirements and all rules and regulations
adopted by the North Carolina Board of Agriculture.
SEED:
Provide seed conforming to all statutory requirements and all rules and regulations adopted by the
North Carolina Board of Agriculture.
Provide seed in accordance with requirements shown below. Deliver to site in original containers,
labeled to show that the requirements of the N.C. Seed Law are met.
Quality of seed shall conform to the following:
Minimum Minimum Maximum
Common Name Seed Purity Germination Weed Seed
Grasses
Fescue Tall (KY.-31) 98 90 1.00
Common Bermudagrass 99 90 0.1
Centipede 80 90 1.00
Rye 80 90 1.00
Seeding containing prohibited noxious weed seed shall not be accepted. Seed shall be in
conformance with state seed law restrictions for restricted noxious weeds.
If seed of the accepted quality cannot be bought, secure prior approval before making
changes or exceptions.
MULCH:
Mulch for erosion control shall consist of grain straw or other acceptable material, and shall have
been approved by the Engineer before being used. All mulch shall be reasonably free from mature
seedbearing stalks, roots, or bulblets of Johnson Grass, Nutgrass, Sandbur, Wild Garlic, Wild
Onion, Bermuda Grass, Crotalaria, and Witchweed, and free of excessive amount of restricted
noxious weeds as defined by the North Carolina Board of Agriculture at the time of use of the
mulch. Also there shall be compliance with all applicable State and Federal domestic plant
quarantines. Straw mulch that is matted or lumpy shall be loosened and separated before being
used.
FERTILIZING, SEEDING AND MULCHING 02920-2
Days Construction 10105
Affordable Suites of Greenville
w Material for holding mulch in place shall be asphalt or other approved binding material applied in
accordance with this section.
JUTE MESH:
Use jute mesh on seeded areas where slope is steeper than 2 horizontal to one vertical (2:1 slope).
Use woven jute yam weighing approximately 90 lbs. per 100 sq. yds. and having 3/4" openings.
PART 3 - EXECUTION
GENERAL:
Follow procedures set forth in the publication "Guide for Sediment Control on Construction Sites in
North Carolina" by the United States Department of Agriculture, Soil Conservation Service, and as
specified herein.
Scari soil to a depth of three (3) inches and work into a satisfactory seed bed by discing, use of
cultipackers, harrows, drags and other approved means.
Preparation outlined above shall not be done when the soil is frozen, wet or otherwise in an
unfavorable condition.
Begin and complete seeding operations as outlined below as soon as possible after final grading is
completed, but in no event later than 30 days after completion of final grading.
Seeding and mulching operations shall not begin until electrical service has been installed within
the project, unless directed by the Engineer.
Distribute lime and fertilizer, uniformly over seed bed and harrow, rake, or otherwise work same
into seed bed.
Distribute seed uniformly over seed bed. Cover seed lightly after seeding.
No lime, fertilizer, or seed shall be applied during a strong wind, when soil is wet or otherwise
unworkable. Should rain follow seeding before rolling is begun, the bed shall not be rolled.
PERMANENT SEEDING:
0 Application of Lime, Fertilizer and Seed:
FERTILIZING, SEEDING AND MULCHING 02920-3
Days Construction 10105
Affordable Suites of Greenville
0 Apply lime at the rate of 2 tons per acre.
Apply fertilizer at a rate and analysis which will provide the following amounts of nutrients:
Nitrogen: 100 pounds per acre
Potash: 100 pounds per acre
Phosphorous: 100 pounds per acre
Apply 600 pounds per acre of 20% superphosphate or equivalent in addition to that listed
above or use an analysis which will provide the additional phosphorous.
Provide permanent seeding in accordance with the following schedule:
(January 1 - March 31)
Common Bermudagrass (unhulled) - 20 pounds per acre
Rye (grain) - 25 pounds per acre
(April 1 - July 31)
Common bermudagrass (hulled) - 15 pounds per acre
Weeping Lovegrass - 5 pounds per acre
Centipede - 8 pounds per acre
(August 1 -December 31)
Common Bermudagrass (unhulled) - 20 pounds per care
Tall Fescue - 60 pounds per acre
Rye (grain) - 25 pounds per acre
Seed Bed Protection:
Straw Mulch
Asphalt Tack
TEMPORARY SEEDING:
- 2 tons per acre (visual)
- 0.03 gallons per square yard
Seed in accordance with Soil Conservation Service recommendations with regard to seed type, rate
of application, fertilizer, etc.
•
FERTILIZING, SEEDING AND MULCHING
02920-4
Days Construction
Affordable Suites of Greenville
10105
APPLICATION OF MULCH:
Apply mulch immediately after permanent seeding at a uniform rate sufficient to achieve
approximately 80% coverage of ground surface. Care must be taken to prevent the mulch from
being applied too thickly and smothering the seedlings. Mulch for temporary seeding should be
applied based upon the recommendations of the Soil Conservation Service for the particular type of
seed to be used.
Mulch Anchoring:
On wound slopes less than 4%, anchor mulch with a straight blade disk or anchoring tool.
Press mulch into soil about three inches. Operate equipment across slopes.
On Around slopes greater than 4%, apply asphalt with suitable applicator at a rate of not less
than 150 gallons per ton of mulch.
Peg and twine anchoring may be used on steep slopes. Drive 8" wood stakes every 3 to 4
feet in all directions. Stretch in a crisscross and square in all directions. Secure twine
around pegs and drive pegs flush with surface.
REPAIR AND MAINTENANCE:
Maintain the grass on the area for a period of 90 days after the grass growth appears. Reseed bare
areas and repair all eroded areas during that period.
Repairs: Inspect all seeded areas and make necessary repairs or reseedings within the planting
season, if possible. If stand should be over 60% damaged, reestablish following original lime,
fertilizer and seeding recommendations.
All areas which do not exhibit satisfactory ground cover within 45 days of seed application shall be
replanted.
END OF SECTION 02920
•
FERTILIZING, SEEDING AND MULCHING 02920-5
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Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Coastal Plain of the Tar-Pamlico River Basin:
Includes Greenville and Washington as well as Pitt and Beaufort Counties

n
Last Modified 12/2/2005
Total Nitrogen and Total Phosphorus Loading Calculation Worksheet (Automated)
Project Name: A(fordable Smiles oi'Greenrille
Date: 1011412005
By: STA Checked By: FDT
Directions (same for pre-development and post-development tables):
> Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the values in light blue.
> Compare total areas of development in pre- and post- tables for consistency (bottom of column (2)), and also for consistency with
the site plans. If all of these values are not the same, there is an error that must be corrected.
> Unless drainage onto the development from offsite is diverted around or through the site, offsite catchment area draining in must
be included in the acrcar;e values and treated.

Typ6 6f 1an'd 611 lrcu 5 M -Fom
rula
Aivm c l?SIC
Column
.
r'r age E NIC
Column '
acres . ::. O:SI: 9.11: of T1?I ni dL 3
7r?nspurtatra?rrnpetvrous 0.51 2.60 0.00 0.19 0.00
liuo'[ artpervi?ruS_ 0.51 1.95 0.00 0.11 0.00
1lanahed pcr??uus
0.51
1.42
0.72
0.28
0.14
(la?? n/[audsc:ipcd)
nl ?n.??;ed pcrrious

{cr?planci}
........... 0.51 4.23 0.00 1.23 0.00
b1 rnaficd pcr?ious
0.51 2.04 0.00 0.62 0.00

oil.cd:reryous:::::::::::: _ 0.51 0.95 0.89 0.14 0.13
...:......... ..... ...:.

htuctiori l mpcrti ious t tj=

0.00
TN Luad?u

1.62
TP Loading

0.27
(Iblyr)- (Ib(yr)

Totalxea:ufDe?eluj?menf -:
2.84 TN E XI) Cocft
0.57 TP Exp. Coeff.
0.10
(IlSfiic(yr):.=
Post-development:

Type of 1 ana c... Area S 111: Eormuia ?t?crtige (11C: Colunut
. r??er? c Et•1C Coturiin .
.:. ... .'
acres :
: 051 +4.1:1 6f I'N` mR/L - 2 fi 3 4 of TV in 2 :: ' 2 .': 3 6
Cransportationimpetcfous: 2.61 2.60 2.72 0.19 0.20
hoof:impcri4us; 2.61 1.95 1.30 0.11 0.07
JIaoA(cd pervious 2.61 L42 4.67 0.28 0.92
.AVoodcd pert ous. 2.61 0.94 2.26 0.14 0.34
Ftactaon Im ervroustl}
P 0.23 TN Load?n 10.95 Th Lo tdin 1.53
,.
.......:.... .. .....:.....:r:.:::. :; ;:`: .;`E Ilbfyr) ..fly r)

[otal km? oftl4Melopruenf
2.84 TN Ex':p Coefi
3.86 T!' Exp' iCoctf.
0.54

Note: The nutrient loading goals are 4.0 Ib/ac/yr for TN and 0.4 Ib/ac/yr for TP. If the post-development nutrient
loading is below these levels, then no BMP is necessary. Otherwise, the next worksheet calculates
post-development'l-N and TP loadings after BMPs are installed.
Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Coastal Plain of the Tar-Pamlico River Basin:
Last Modified 5123/03
Includes Greenville and Washington as well as Pitt and Beaufort Counties

E
0
BMP Removal Calculation Worksheet (Automated)
Project Name:. (fordable Suites of Greenville
Date: 1011412005
By: ST, t Checked By: FDT
Directions:
> It may be advantageous to split the development into separate catchmcnts to be handled by separat e BMPs. The tables below allow
the development to be split into as many as three catchments, and can be copied for greater than three. NOTE: Unless runoff flowing
onto the development from offsite is routed separately around or through the site, the offsite catchment area draining in must be
included in the acreage values of the appropriate land use(s) and treated.
> Above each table: Enter the catchment acreage in the top green blank. Based on a comparison of the post-development TN and TP
export coetTicicnts you calculated above to the rule requirements of 4.0 lb/ac/yr TN and 0.4 lb/ac/yr TP, select BMP(s) from the list for
treating the catchment runoff. Enter the chosen BMP(s) nutrient removal rates in the green blanks. If more than one BMP is to be
used in series, the combined removal rates will be calculated automatically in the blue blanks.
> Catchment Tables: Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light blue
boxes. NOTE: Compare the Total Catchment Acreage for the Development (final table) to the value you established in the pre-BMP
worksheet tables, and also to the site plans, for consistency. All of these values need to be the same
TN TI' ? Design St tnilyd
BMP NS ct Uelcntion Pond 25 40 NC BAtP Alanual
Nutrient ytorruss at`r tt eti mil 40 35 NC BMP Manual
Removal ti;uul 1 iUer 35 45 NC 131%111 Manual
Rates Bior0entiaa 35 45 NC BAIP Manual
(;Casti ys?tite5' 20 20 NC 11N111 Manual
tated;F'iltrr Strip ?t1
20 35
NC BMP Manual
L?trl Sprcadcc.;: ` :;
Urf 1)ctention 10 10 NC BMP Manual
Catchment 1:
_
Total acreage of catchment 1 =1.37 ac
First 13MP's TN removal rate =20 % First BMP's TP removal rate = 20 %
Second BMP"s TN removal rate = 20 % Second BMP's TP removal rate = 20 %
Third BMP's TN removal rate = % Third BMI"s TP removal rate =%
TOTAL TN REMOVAL RATE = 36 % TOTAL TP REMOVAL RATE = 36 %
(l} () (3) (?I I51 tai) Ill
l:jpe.ull anilGnrt: C'4tchment SA1.1 i?rntulr *iveragc ??11C o .Column >:retnge L11C`o t olumn.
ici ear:: IL51'+
Transport Mio t,im e»-lous. 4.88 2.60 5.07 0.19 0.37
4.88 1.95 2.42 0.11 0.14
1laitagcd 0e6 i 4.88 1.42 4.57 0.28 0.90
Yooilcif'per<ius f 4.88 0.94 0.00 0.14 0.00
..rcata{ eupGyilh;lF ` `: 4.88 1.95 0.48 0.11 0.03

hr8etwn ]mpect?ous (1)
0.48 Yrc BMI7x
12.54 pre 3
11PT1'
1.44

. Load tblvr) I o td(IU/.jx

fotal :ire t ofUetelopment=
1.37 i'rc-B?il' Ii1
9.19 L'te B?lY1l'
1.05

... #•;tport(11 40ir l:zport(Ib/aoyr)
. .
Post-IiJtl' 71
8.03
('nst•U ti1P.11'
(192
Loud Ilhly'rj Lti rd(Ibfjrj
os. 1... TA 5
88 post Ih1PT!
0.67
xpurt(hi/ucf}i Pxportllb/ac/1:r)
•
•
Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Last Modified 5/23/03
Catchment 2: _
Total acreage of catchment 2 =' 1.47 ae
First BM's TN removal rate =' 0 % First BMP's TP removal rate ='^? 0 %
Second BM's TN removal rate = % Second BMI" s TP removal rate =%
Third BMP's TN removal rate % Third BMI"s TP removal rate =! %
TOTAL TN REMOVAL RATE = 0 % TOTAL TP REMOVAL RATE = 0 %
7jpe ot1 iindCover [ Catcttmcnf 5.M. vii6 a average l? t1C o Coiutnn: average "IC-0 U0101113
Arrt r' It.51`+9.1 I TN ll, '2 + 3 :'a TP m Tl, ! 2 ?: 3 :c'
Tt3nsZ?us-tatwn uttpe.VN;out - 0.51 2.60 0A0 0.19 0.00
0.51 1.95 0.00 0.11 0.00
11r iagc?I j Fn pus::
------------ 0.51 1.42 0.40 0.28 0.08
--
W.,66 d pert
0.51
0.94
0.44
0.14
0.07
takcn;uj Dy 1111P ` ``: 0.51 1.95 0.00 0.11 0.00

I racbop apiperrl4$F (Ij
0.00 Pre ]t tl'7:
0.84 Poe -0 7".
0.14
kmad (lhhr);` a.?iiulillit}F

44A area of I)ctelopmenE
1.47 .. IC\.. 1'
0.57 t.'re ?t111i` j,
0.10
F:xrort(lblact;r Isx)mrf (I 4tuvl
last 811115
..4

U4 1'?itit-It11FTY

'

0 14
... ..... . LUUtI:(Ib/}! )'.. L?iad tlb;4r}
.-
last lTl1]` 7z'
:
0.57 1'otit (tllh:iJ
O.IO
T:xliorttlfitJC/?; I:zro't (I1 /actyr}
Catchment 3:
_
Total acreage ofcatchment 3 =! ac
First BMP s TN removal rate =' % First BMVs TP removal rate =' %
Second BMP's TN removal rate =% Second BMI"s TP removal rate =1 %
Third BM Ps TN removal rate = % Third BMP's TP removal rate =1 %
TOTAL TN REMOVAL RATE = U % TOTAL TI' REMOVAL RATE = 0 %
j(} (?) (3) (?t) (S) ! (6? 171
?ypeoClandCo?rr Catrhnsen 511 T'ortnul? tveragel 11('tii . .: Catuni) .?vcriwe NNICu C'iaum>x
`lrrca ?' 0:51+9.11 .;:.IN +is911. 2 3 4
1 1' m (1. ''
2 3 G
7raii6 rfijtiw.i Ilii ieriious' 2.60 0.19
aiuufn 1.95 0.11
?lapa ed hei 0 pu9 1.42 0.28
ooilcil pciyus E 0.94 0.14
lrei takeuuji lay 111#'': 1.95 0.11

....
i..
.
. I`rc)3\11` 1 l're I3S1P TI'
.. . .
.
.....
. .. Lis?tl jthh r) , l;iiutl(Ib/+i)=
Ct)txll.rYJotD
fSYlo nunE 1're-13111' T.E? l,rr B?IY'I:1'
-
, I xpoct(Ibiaf(JF EX
urt (IbJiO':I'
...........................
host.ll?li' 1'1
I'i?st 13?1T'T3'
load llltJ?rp,.; 1.tiasl(IbtyY
hUyt-11?11':f? Pus( 1{fi1t'TI
,: %parL(II)tilrtsl l:xptirt (Iblat yr
0

Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Last Modified 5/23/03
0
Stormwater Management
Affordable Suites of Greenville
October 2005
Affordable Suites of Greenville
® Greenville, North Carolina
DESIGN REQUIREMENT:
Design a stormwater impoundment facility that will control the increased runoff created
by the proposed development, so that the 1-year runoff rates from the developed site is
equivalent to the runoff rate from the site prior to development.
MAXIMUM PERMISSIBLE RELEASE RATES:
Assume Maximum Permissible Release Rate = Peak discharge for site prior to development.
INPUT: PERVIOUS AREA = 1.37 AC
IMPERVIOUS AREA = 0.00
PERVIOUS C = 0.25 AC
IMPERVIOUS C = 0.85
TOTAL AREA = 1.37 AC
COMPOSITE C = 0.25
® H = 7 FT
L = 380 FT
MULT. FACTOR = 2
RESULTS: Tc = 7.0 MIN (Overland Flow)
I(1) = 4.1 IN/HR
Q(1) = CIA = 1.4 CFS
THEREFORE: Maximum Release Rate (1 year storm) = 1.4 CFS
PEAK RUNOFF (DEVELOPED):
Calculate the Peak Runoff Rate for a 1-year storm assuming the site is developed.
INPUT: PERVIOUS AREA = 0.61 AC
IMPERVIOUS AREA = 0.76 AC
PERVIOUS C = 0.25
IMPERVIOUS C = 0.85
• H = 8 FT
L= 550 FT
MULT. FACTOR = 1
Stormwater Management
Affordable Suites of Grecnville
October 2005
RESULTS: TOTAL AREA =
COMPOSITE C =
Tc =
I(1) =
Q(1) = CIA =
THEREFORE: Peak Flow (Devel
INFLOW HYDROGRAPH:
1.37 AC
0.58
5.1 MIN
4.5 IN/HR
3.5 CFS
oped -1 year storm) _
3.5 CFS
Let the hydrograph peak at the 1-year Rational Flow. Set the volume under the hydrograph
at the 1-year,24-hr runoff.
INPUT: CN = 80 (Bb Bibb Complex, CrB Craven 1%-6%)
P = 3.4 IN (1-yr, 24-hr rain, City of Greenville)
RESULTS: S= 2.50 IN
RUNOFF = 1.56 IN
® Time to Peak: Use the pattern hydrograph (Rf. SCS, National Engineering Handbook) to set
Tp such that the hydrograph peaks at 3.5 cfs and contains 1.56 inches
of runoff. Set the volume under the hydrograph at the 1-year, 24-hour runoff.
Tp = Tp = Vol/1.37Qp = 27 MIN
INFLOW HYDROGRAPH
Qp = 3.5 cfs
Tp = 27 min
STORAGE REQUIRED:
Estimate Storage by the Triangular Hydrograph Approximation.
Sr = (Qp - Qo)Tp = 3,386 CF
THEREFORE: Estimated Storage Required = 3,386 CF
L?
Stormwater Managment
Affordable Suites of Greenville
October 2005
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REGRESSION ANALYSIS
Stormwater Detention Pond
S z
CONTOUR CONTOUR INCR ACCUM ESTIMATED
AREA VOLUME VOLUME STAGE STORAGE
[sg ft] [cu ft] [cu ft] [ft]

49 0 0 0
50 607 304 304 1 296
51 2078 1343 1646 2 1,724
52 4293 3186 4832 3 4,832
53 6609 5451 10283 4 10,036
Regression Output:
y=ax,b
a = 296.2328396
b = 2.5412
R2 = 0.99999
is
Stormwater Management
Affordable Suitcs of Greenville
October 2005
STORMWATER ROUTING (1-year Storm)
Is Affordable Suites of Greenville
Grass Swale w/ Attenuation
ORIFICE & WEIR CONFIGURATION
INPUT DATA:
Qp = 3.5 cfs
Tp = 27 min
dT = 2.00 min
Ks = 296.23
b = 2.54
Zo = 49.00 ft
Emergency Spillway
Lw = 120.00 ft
® Cw = 3.00
Zcr= 52.50 ft
Weir/ 1-Yr. Storm Spillway
Lw = 9.00 ft
Cw = 3.00
Zcr= 51.60 ft
Orifice
Db = 6.00 in
Invert = 49.00 ft
Cd = 0.60
Berm around south side of grass swale
will act as emergency spillway
Throated Inlet to act as primary spillway
Invert of outlet pipe
0
Stonnwater Management
Affordable Suites of Greenville
October 2005
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0
C]
TIME INFLOW STORAGE STAGE OUTFLOW ORIFICE WEIR SPILLWAY
(min) (cfs) (cu ft) (ft) (cfs) (cfs) (cfs) (cfs)
0.0 0 49.00 0.0 0.0 0.0 0.0
2 0.0 0 49.00 0.0 0.0 0.0 0.0
4 0.2 6 49.21 0.1 0.1 0.0 0.0
6 0.4 13 49.30 0.2 0.2 0.0 0.0
8 0.7 39 49.45 0.4 0.4 0.0 0.0
10 1.1 79 49.60 0.6 0.6 0.0 0.0
12 1.5 145 49.76 0.7 0.7 0.0 0.0
14 1.9 246 49.93 0.8 0.8 0.0 0.0
16 2.3 385 50.11 0.9 0.9 0.0 0.0
18 2.7 561 50.29 1.0 1.0 0.0 0.0
20 3.0 772 50.46 1.0 1.0 0.0 0.0
22 3.3 1,013 50.62 1.1 1.1 0.0 0.0
24 3.5 1,276 50.78 1.2 1.2 0.0 0.0
26 3.5 1,552 50.92 1.2 1.2 0.0 0.0
28 3.5 1,831 51.05 1.3 1.3 0.0 0.0
30 3.4 2,102 51.16 1.3 1.3 0.0 0.0
32 3.2 2,353 51.26 1.3 1.3 0.0 0.0
34 2.9 2,574 51.34 1.4 1.4 0.0 0.0
36 2.6 2,759 51.41 1.4 1.4 0.0 0.0
38 2.4 2,909 51.46 1.4 1.4 0.0 0.0
40 2.2 3,027 51.50 1.4 1.4 0.0 0.0
42 2.0 3,117 51.52 1.4 1.4 0.0 0.0
44 1.8 3,182 51.55 1.4 1.4 0.0 0.0
46 1.6 3,223 51.56 1.4 1.4 0.0 0.0
48 1.5 3,245 51.57 1.4 1.4 0.0 0.0
50 1.3 3,248 51.57 1.4 1.4 0.0 0.0
52 1.2 3,235 51.56 1.4 1.4 0.0 0.0
54 1.1 3,207 51.55 1.4 1.4 0.0 0.0
56 1.0 3,165 51.54 1.4 1.4 0.0 0.0
58 0.9 3,112 51.52 1.4 1.4 0.0 0.0
60 0.8 3,049 51.50 1.4 1.4 0.0 0.0
62 0.7 2,976 51.48 1.4 1.4 0.0 0.0
64 0.7 2,896 51.45 1.4 1.4 0.0 0.0
66 0.6 2,808 51.42 1.4 1.4 0.0 0.0
68 0.5 2,713 51.39 1.4 1.4 0.0 0.0
70 0.5 2,613 51.36 1.4 1.4 0.0 0.0
72 0.5 2,508 51.32 1.4 1.4 0.0 0.0
74 0.4 2,400 51.28 1.3 1.3 0.0 0.0
<PEAK
Stormwater Management
Affordable Suites of Greenville
October 2005
76 0.4 2,287 51.24 1.3 1.3 0.0 0.0
78 0.3 2,172 51.19 1.3 1.3 0.0 0.0
ID 80 0.3 2,055 51.14 1.3 1.3 0.0 6.0
82 0.3 1,935 51.09 1.3 1.3 0.0 0.0
84 0.3 1,815 51.04 1.3 1.3 0.0 0.0
86 0.2 1,693 50.99 1.2 1.2 0.0 0.0
88 0.2 1,571 50.93 1.2 1.2 0.0 0.0
90 0.2 1,449 50.87 1.2 1.2 0.0 0.0
92 0.2 1,327 50.80 1.2 1.2 0.0 0.0
94 0.2 1,206 50.74 1.2 1.2 0.0 0.0
96 0.1 1,087 50.67 1.1 1.1 0.0 0.0
98 0.1 968 50.59 1.1 1.1 0.0 0.0
100 0.1 852 50.52 1.1 1.1 0.0 0.0
102 0.1 738 50.43 1.0 1.0 0.0 0.0
104 0.1 628 50.34 1.0 1.0 0.0 0.0
106 0.1 520 50.25 0.9 0.9 0.0 0.0
108 0.1 417 50.14 0.9 0.9 0.0 0.0
110 0.1 320 50.03 0.8 0.8 0.0 0.0
112 0.1 228 49.90 0.8 0.8 0.0 0.0
114 0.1 144 49.75 0.7 0.7 0.0 0.0
116 0.1 71 49.57 0.5 0.5 0.0 0.0
118 0.0 13 49.29 0.2 0.2 0.0 0.0
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Stormwater Management
Affordable Suites of Greenville
October 2005
Affordable Suites of Greenville
• Greenville, North Carolina
DESIGN REQUIREMENT:
Check that the stormwater impoundment facility that will control the increased runoff created
by the future development, so that the 10-year runoff rates from the developed site will
pass through the outlet structure without overtopping the emergency spillyway.
PEAK RUNOFF (DEVELOPED):
Calculate the Peak Runoff Rate for a 10-year storm assuming the site is developed.
INPUT: PERVIOUS AREA = 0.61 AC
IMPERVIOUS AREA = 0.76 AC
PERVIOUS C = 0.25
IMPERVIOUS C = 0.85
H = 8 FT
L= 550 FT
MULT. FACTOR = 1
RESULTS: TOTAL AREA = 1.37 AC
COMPOSITE C = 0.58
Tc =
I(10) = 5.1
7.3 MIN
IN/HR
Q(10) = CIA = 5.9 CFS
THEREFORE: Peak Flow (Developed -10 year storm) = 5.9 CFS
INFLOW HYDROGRAPH:
Let the hydrograph peak at the 10-year Rational Flow. Set the volume under the hydrograph
at the 10-year,6-hr runoff. (Rf: SCS TR-55)
INPUT: CN = 80 (Bb Bibb Complex, CrB Craven 1%-6%)
P = 4.4 IN (10-yr, 6-hr rain, Pitt County)
RESULTS: S= 2.50 IN
RUNOFF= 2.38 IN
Time to Peak: Use the pattern hydrograph (Rf: SCS, National Engineering Handbook) to set
Tp such that the hydrograph peaks a 5.9 cfs and contains 2.38 inches
of runoff. Set the volume under the hydrograph at the 10-year, 6-hour runoff.
Tp = Tp = Vol/1.37Qp = 25 MIN
is INFLOW HYDROGRAPH
Qp = 5.9 cfs
Tp = 25 min
Stonnwater Management
Affordable Suites of Greenville
October 2005
STORMWATER ROUTING (10-year Storm)
Affordable Suites of Greenville
ORIFICE AND WEIR CONFIGURATION
INPUT DATA:
Qp = 5.9 cfs
Tp = 25 min
dT = 2.00 min
•
•
a= 296.2328
b = 2.54
Zo = 49.00 ft
Emergency Spillway
Lw = 120.00 ft
Cw = 3.00
Zcr= 52.50 ft
Weir/ 1-Yr. Storm Spillway
LW = 9.00 ft
Cw = 3.00
Zcr= 51.60 ft
Orifice
Db = 6.00 in
Invert = 49.00 ft
Cd = 0.60
TIME INFLOW STORAGE STAGE OUTFLOW ORIFICE WEIR SPILLWAY
(min) (cfs) (cu ft) (ft) (cfs) (cfs) (cfs) (cfs)
Berm around south side of grass swale
will act as emergency spillway
Throated Inlet to act as primary spillway
Invert of outlet pipe
010 0 49.0 0.0 0.0 0.0 0.0
2 0.1 0 49.0 0.0 0.0 0.0 0.0
4 0.4 10 49.3 0.2 0.2 0.0 0.0
6 0.8 33 49.4 0.4 0.4 0.0 0.0
8 1.4 88 49.6 0.6 0.6 0.0 0.0
10 2.1 187 49.8 0.7 0.7 0.0 0.0
12 2.8 351 50.1 0.9 0.9 0.0 0.0
14 3.6 588 50.3 1.0 1.0 0.0 0.0
16 4.3 900 50.5 1.1 1.1 0.0 0.0
Stormwater Management
Affordable Suites of Greenville
October 2005
18 4.9 1,283 50.8 1.2 1.2 0.0 0.0
20 5.4 1,730 51.0 1.2 1.2 0.0 0.0
22 5.7 2,224 51.2 1.3 1.3 0.0 0.0
24 5.8 2,750 51.4 1.4 1.4 0.0 0.0
26 5.8 3,286 51.6 1.4 1.4 0.0 0.0
28 5.6 3,810 51.7 2.8 1.5 1.3 0.0
30 5.2 4,145 51.8 4.4 1.5 2.9 0.0
32 4.7 4,239 51.8 4.9 1.5 3.4 0.0 <Peak
34 4.2 4,213 51.8 4.7 1.5 3.2 0.0
36 3.8 4,148 51.8 4.4 1.5 2.9 0.0
38 3.4 4,073 51.8 4.0 1.5 2.5 0.0
40 3.1 3,999 51.8 3.6 1.5 2.1 0.0
42 2.7 3,928 51.8 3.3 1.5 1.8 0.0
44 2.5 3,861 51.7 3.0 1.5 1.5 0.0
46 2.2 3,797 51.7 2.7 1.5 1.2 0.0
48 2.0 3,736 51.7 2.5 1.5 1.0 0.0
50 1.8 3,678 51.7 2.3 1.5 0.8 0.0
52 1.6 3,623 51.7 2.1 1.5 0.6 0.0
54 1.5 3,569 51.7 1.9 1.5 0.4 0.0
56 1.3 3,517 51.6 1.7 1.5 0.3 0.0
58 1.2 3,465 51.6 1.6 1.5 0.2 0.0
60 1.1 3,413 51.6 1.5 1.5 0.1 0.0
62 1.0 3,359 51.6 1.4 1.4 0.0 0.0
64 0.9 3,300 51.6 1.4 1.4 0.0 0.0
66 0.8 3,230 51.6 1.4 1.4 0.0 0.0
68 0.7 3,150 51.5 1.4 1.4 0.0 0.0
70 0.6 3,062 51.5 1.4 1.4 0.0 0.0
72 0.6 2,967 51.5 1.4 1.4 0.0 0.0
74 0.5 2,865 51.4 1.4 1.4 0.0 0.0
76 0.5 2,758 51.4 1.4 1.4 0.0 0.0
78 0.4 2,646 51.4 1.4 1.4 0.0 0.0
80 0.4 2,531 51.3 1.4 1.4 0.0 0.0
82 0.3 23411 51.3 1.3 1.3 0.0 0.0
84 0.3 2,290 51.2 1.3 1.3 0.0 0.0
86 0.3 21166 51.2 1.3 1.3 0.0 0.0
88 0.2 2,040 51.1 1.3 1.3 0.0 0.0
90 0.2 1,913 51.1 1.3 1.3 0.0 0.0
92 0.2 1,786 51.0 1.3 1.3 0.0 0.0
94 0.2 1,658 51.0 1.2 1.2 0.0 0.0
96 0.2 1,531 50.9 1.2 1.2 0.0 0.0
98 0.1 1,404 50.8 1.2 1.2 0.0 0.0
® 100 0.1 1,278 50.8 1.2 1.2 0.0 0.0
102 0.1 1,153 50.7 1.1 1.1 0.0 0.0
Stormwater Management
Affordable Suites of Greenville
October 2005
104 0.1 1,030 50.6 1.1 1.1 0.0 0.0
106 0.1 909 50.6 1.1 1.1 0.0 0.0
108 0.1 791 50.5 1.0 1.0 0.0 0.0
110 0.1 676 50.4 1.0 1.0 0.0 0.0
112 0.1 564 50.3 1.0 1.0 0.0 0.0
114 0.1 457 50.2 0.9 0.9 0.0 0.0
116 0.1 355 50.1 0.9 0.9 0.0 0.0
118 0.0 258 49.9 0.8 0.8 0.0 0.0
120 0.0 170 49.8 0.7 0.7 0.0 0.0
122 0.0 91 49.6 0.6 0.6 0.0 0.0
124 0.0 26 49.4 0.3 0.3 0.0 0.0

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Stormwater Management
Affordable Suites of Greenville
October 2005
Affordable Suites of Greenville
Greenville, North Carolina
DESIGN REQUIREMENT:
Check that the stormwater impoundment facility that will control the increased runoff created
by the future development, so that the 25-year runoff rates from the developed site will
pass through the outlet structure without overtopping the emergency spillyway.
PEAK RUNOFF (DEVELOPED):
Calculate the Peak Runoff Rate for a 25-year storm assuming the site is developed.
INPUT: PERVIOUS AREA = 0.61 AC
IMPERVIOUS AREA = 0.76 AC
PERVIOUS C = 0.25
IMPERVIOUS C = 0.85
H = 8 FT
L= 550 FT
MULT. FACTOR = 1
RESULTS: TOTAL AREA = 1.37 AC
COMPOSITE C = 0.58
Tc = 5.1 MIN
I(25) = 8.7 IN/HR
Q(25) = CIA = 7.0 CFS
THEREFORE: Peak Flow (Developed -25 year storm) = 7.0 CFS
INFLOW HYDROGRAPH:
Let the hydrograph peak at the 25-year Rational Flow. Set the volume under the hydrograph
at the 25-year,6-hr runoff.
INPUT: CN = 80 (Bb Bibb Complex, CrB Craven 1%-6%)
P = 5.24 IN (25-yr, 6-hr rain, City of Greenville )
RESULTS: S= 2.50 IN
RUNOFF= 3.10 IN
Time to Peak: Use the pattern hydrograph (Rf. SCS, National Engineering Handbook) to set
Tp such that the hydrograph peaks at 7.0 cfs and contains 3.10 inches
of runoff. Set the volume under the hydrograph at the 25-year, 6-hour runoff.
Tp = Tp = Vol/1.37Qp = 27 MIN
® INFLOW HYDROGRAPH
Qp = 7.0 cfs
Tp = 27 min
Stormwater Management
Affordable Suites of Greenville
October 2005
c:
STORMWATER ROUTING (25-year Storm)
Affordable Suites of Greenville
ORIFICE AND WEIR CONFIGURATION
INPUT DATA:
Qp = 7.0 cfs
Tp = 27 min
dT = 2.00 min
Ks = 296.23
b = 2.54
Zo = 49.00 ft
0
Emergency Spillway
Lw = 120.00 ft
Cw = 3.00
Zcr= 52.50 ft
Weir/ 1-Yr. Storm Spillway
LW = 9.00 ft
Cw = 3.00
Zcr = 51.60 ft
Orifice
Db = 6.00 in
Invert = 49.00 ft
Cd = 0.60
Berm around south side of grass swale
will act as emergency spillway
Throated Inlet to act as primary spillway
Invert of outlet pipe
0
Stormwater Management
Affordable Suites of Greenville
October 2005
w
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TIME INFLOW STORAGE STAGE OUTFLOW ORIFICE WEIR SPILLWAY
(min) (cfs) (cu ft) (ft) (cfs) (cfs) (cfs) (cfs)
0.0 0 49.00 0.0 0.0 0.0 0.0
2 0.1 0 49.00 0.0 0.0 0.0 0.0
4 0.4 11 49.28 0.2 0.2 0.0 0.0
6 0.8 32 49.42 0.4 0.4 0.0 0.0
8 1.4 87 49.62 0.6 0.6 0.0 0.0
10 2.1 186 49.83 0.7 0.7 0.0 0.0
12 2.9 352 50.07 0.9 0.9 0.0 0.0
14 3.7 594 50.31 1.0 1.0 0.0 0.0
16 4.5 919 50.56 1.1 1.1 0.0 0.0
18 5.2 1,326 50.80 1.2 1.2 0.0 0.0
20 5.9 1,811 51.04 1.3 1.3 0.0 0.0
22 6.4 2,363 51.26 1.3 1.3 0.0 0.0
24 6.7 2,968 51.48 1.4 1.4 0.0 0.0
26 6.9 3,608 51.67 2.0 1.5 0.5 0.0
28 6.9 4,198 51.84 4.7 1.5 3.1 0.0
30 6.7 4,470 51.91 6.2 1.5 4.6 0.0
32 6.4 4,536 51.93 6.6 1.5 5.0 0.0
34 5.9 4,512 51.92 6.4 1.5 4.9 0.0
36 5.3 4,444 51.90 6.0 1.5 4.5 0.0
38 4.8 4,359 51.88 5.6 1.5 4.0 0.0
40 4.4 4,274 51.86 5.1 1.5 3.6 0.0
42 4.0 4,192 51.84 4.6 1.5 3.1 0.0
44 3.6 4,115 51.82 4.2 1.5 2.7 0.0
46 3.3 4,043 51.80 3.9 1.5 2.4 0.0
48 3.0 3,975 51.78 3.5 1.5 2.0 0.0
50 2.7 3,910 51.76 3.2 1.5 1.7 0.0
52 2.5 3,849 51.74 3.0 1.5 1.5 0.0
54 2.2 3,790 51.73 2.7 1.5 1.2 0.0
56 2.0 3,735 51.71 2.5 1.5 1.0 0.0
58 1.8 3,682 51.70 2.3 1.5 0.8 0.0
60 1.7 3,630 51.68 2.1 1.5 0.6 0.0
62 1.5 3,581 51.67 1.9 1.5 0.5 0.0
64 1.4 3,532 51.65 1.8 1.5 0.3 0.0
66 1.3 3,484 51.64 1.7 1.5 0.2 0.0
68 1.1 3,436 51.62 1.6 1.5 0.1 0.0
70 1.0 3,387 51.61 1.5 1.4 0.0 0.0
72 0.9 3,335 51.59 1.4 1.4 0.0 0.0
74 0.9 3,275 51.57 1.4 1.4 0.0 0.0
<PEAK
Stormwater Management
Affordable Suites of Greenville
October 2005
76 0.8 3,205 51.55 1.4 1.4 0.0 0.0
78 0.7 3,126 51.53 1.4 1.4 0.0 0.0
80 0.6 3,040 51.50 1.4 1.4 0.0 0.0
82 0.6 2,947 51.47 1.4 1.4 0.0 0.0
84 0.5 2,848 51.44 1.4 1.4 0.0 0.0
86 0.5 2,744 51.40 1.4 1.4 0.0 0.0
88 0.4 2,635 51.36 1.4 1.4 0.0 0.0
90 0.4 2,523 51.32 1.4 1.4 0.0 0.0
92 0.4 2,407 51.28 1.3 1.3 0.0 0.0
94 0.3 2,289 51.24 1.3 1.3 0.0 0.0
96 0.3 2,169 51.19 1.3 1.3 0.0 0.0
98 0.3 2,046 51.14 1.3 1.3 0.0 0.0
100 0.2 1,923 51.09 1.3 1.3 0.0 0.0
102 0.2 1,799 51.03 1.3 1.3 0.0 0.0
104 0.2 1,674 50.98 1.2 1.2 0.0 0.0
106 0.2 1,550 50.92 1.2 1.2 0.0 0.0
108 0.2 1,425 50.86 1.2 1.2 0.0 0.0
110 0.2 1,302 50.79 1.2 1.2 0.0 0.0
112 0.1 1,179 50.72 1.1 1.1 0.0 0.0
114 0.1 1,058 50.65 1.1 1.1 0.0 0.0
116 0.1 939 50.57 1.1 1.1 0.0 0.0
®
118 0.1 822 50.49 1.1 1.1 0.0 0.0
120 0.1 708 50.41 1.0 1.0 0.0 0.0
122 0.1 598 50.32 1.0 1.0 0.0 0.0
124 0.1 491 50.22 0.9 0.9 0.0 0.0
126 0.1 389 50.11 0.9 0.9 0.0 0.0
128 0.1 292 49.99 0.8 0.8 0.0 0.0
130 0.1 202 49.86 0.7 0.7 0.0 0.0
132 0.1 120 49.70 0.6 0.6 0.0 0.0
134 0.0 50 49.50 0.5 0.5 0.0 0.0
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t~ TO / 2
3 LAKE ELLSWORTH SUBDIVISION
SECTION ONE ~ ~ M.B. 22, PC. 27A/B / / SPRING FOREST RD. Lo
NF ~ ~ iM ~ ' r
SEAN CORCORAN N F e an o e' x
AND h?FE PA TRI CIA SAND Y 1. SITE DATA: LAND AREA FOR VEGETATION REQUIREMENTS: 2.8 AC. m WERANDS NAVE BEEN DEPICTED ON )HIS
ALLISON A. CORCORAN AND F HUSBAND 7,0 l A. REQUIRED VEGETAAON FOR i01: PLAN FOR 1HE PURPOSE OF PLANNING,
DB 1692, Pc 284 REX SAND Y M.B. 22, PG. 27A/B DB 941 P AND FOR VERlFlCAIION OF ACCURATE l LARGE TREES; 14 WETLAND DEUNEAAON BY )NE US ARMY
G 561 ZONED R6 M.B. 22, PG. 27A/8 SMALL 1REES• 28 CORPS OF ENGINEERS PRIOR TO SITE o J~
SHRUBS 70 WORK, AUTNORlZAAON SHALL 8E o 0 OBTAINED FROM THE US ARMY CORPS OF ~
ZONED R6 Exlsr. ssMr+ , B. REQUIRED STREET Vi:GETA110N: ENGINEERS THROUGH 11S NATIONWIDE 0~ P
roP 4s.o7 ~ . 5~ 0 0~ DANSEY ROAD: PERMITTING PROGRAM. y2 ~c,
(CO INV.- '1t _ ~ DRAINAGE SAND XISr SSMH LARGE TREES• 8 (8 PROVIDED) ~o sF~ G~ vo 0~
- _ _ ASfMENT rOP 55 8t I 15 y _ _ _ N .31, M.B. 22 PG. 27_B INV. 48.06 DICKINSON AVE
B EXfSANG 8` - - E s - s V• CP. SAN. SE - 3 .1 T LARGE TREES: 6 (12 SMALL TREES PROVIDED)
• ~ _ ~ - - OT . r ~ - 24" G Exisr. ce I l C. REQUIRED SCREENING VEGETATION: (326 LF) BUFFERYARD D
- _ roP ll • I _ 55.13 I I / LARGE EVERGREEN TREES• 13 (5 PROVIDED) N
E ' - - INV. 51.22 / EXIST. SSMH s RO / a~ r~- ~ N SMALL EVERGREEN TREES• 20 (36 PROVIDED) l ~ EVERGREEN SHRUBS; 52 (52 PROVDED)
rOP 51.59 m INV. 45.48 ?0' U ~I I
M8 6UT EAST , 4, PG MENr 20 BUF ~ ~ © dl ~ . • s8 C~IH E FFRYARD D ~ ~ I(I ~ REQUIRED SCREENING V7=GETA710N: (426 LF) BUFFfRYARD E
VERGREEN VE PS1ER ~ UI ~ ~ GETA170N I III LARGE EVERGREEN TREES; 17 icing a ~ I~ SMALL EVERGREEN TREES: 26
' PAD CE s
EX1S7. SSMH I~ ~ \ TOP 55.18 ' , o ~ 4914 Id I~ EVERGREEN SHRUBS: 68 Id D. REQUIRED VEGETAAON LOCATED !N EASEMENTS.•
PROP, 6 SEWER ~ INV. e as
SERVICE ®1.0% ~ ~ I ~ • S I ~ ~1 III 1 N I STREET TREES ALONG DICK NSO
. 37 / ~ ~ ~ S 4072'05" II BUFFERYARD ALONG NORTHERN PROPERLY LINE TOTAL ACREAGE IN S1TE.• 2.84 AC I ~
/ R_4. r ~ , I ~ I 2. ACREAGE /N COMMON AREAS NONE
9~ 186.59 (CH. / R=311.80' 5 ~ A. MINIMUM PLANT SIZES SHALL BE IN ACCORDANCE WITH THE ACREAGE IN RECREATION AREA(S) AND THE UKE.• NONE
,I' / I III ~I ZONING REGULATIONS AS FOLLOWS: TOTAL NUMBER OF UNITS/BEDROOMS• 44 UNITS
P~ ~ I I I IV ~ . , f 18" SYCAMORE II 36 VALLEY ~ PLANNNG MATERIAL 7?PE MINIMUM PLANTING SIZE
4 - I 1REE PROIECDON V CUTTER I III ~ FENCf R EQUlRED ro p II GROSS FLOOR AREA: 22,238 SF. 1. LARGE TREE -SINGLE STEM 10' (HEIGHT) AND 2" CALIPER
I ~ (IYPICAI) N E1P • I I I III II 10' HEIGHT BUILDING LOT COV7=RAGE.• 0~ EXIST., 9.0~ PROPOSED MULTI-STEM
o . I N F 1 ~ I III • e- fl z i ~ - {r• C Q 3 II 2. SMALL TREE 8' (HEIGHT AND 1.5 CALIPER
SEC TARP OF HOUSING ~ ~ - I ` ~ ~ I I RE ~ ~ II'' I ~ I I II u 3. SHRUB 18" (HEIGHT), EXCEPT AS PROVIDED BUILDING HEIGHT IN FEET AND STORIES 28' (2 STORY) UNDER SECAON 9-4-267(a)
~ ~ I i= R_4. B V AND URBAN DEVELOPMENT - ~ W ~ I ~ TOTAL N0. OF PARKING SPACES.' 49 SPACES
c~ ~ ~ U ~ 3 I D.B. 1884, PG. 303 2 ~ I I B. NO PORTION OF ANY PARKING AREA, INCLUDING ANY DRIVEWAY INCLUDES 2 NC ( ) I PARKING SPACE, DRIVE AISLE OR TURNING AREA, SHALL BE LOCATED
~ Q ~ ~ M.B. 22, PG. 27A/B ro m m ~ III ~ Q MORE THAN TN/R1Y 30 FEET FROM AN ON-S11E SMALL 1REE OR MORE REQUIRED PARKING = 46 SPACES I _
• 3 ~ ~ ~ ~ 3 I II ZONED R6 - ~ III 1NAN SEVENTY-FlVE (75) FEET FROM AN ON SITE LARGE TREE REQUIRED HC PARKING = 2 SPACES FOR PURPOSES OF THIS SECTION, THE MEASUREMENT SHALL BE
0 3 III ~ ~ FROM THE FARTHEST EDGE OF THE SUBJECT AREA TO THE CENTER TOTAL SQUARE FEET OF PROPOSED IMPERVIOUS AREA: 32,979 SD. FT.
° ~ ~ ~ ~ ~ kllll ~ Q ~ W Of THE BASE OF THE CLOSEST QUAUFI7NG TREE. IMPERVIOUS AREA FOR PARKING AREAS: 17,444 SQ. FT.
o ~ Y / ~ ~ z~ I ~ Q o IIII C. SITE PLAN APPROVAL FROM 1HE RESPECTIVE EASEMENT HOLDER SHALL
~ . I I III BE CONSTRUED AS APPROVAL OF ALL ENCROACHMENTS, AS SHOWN. CURRENT ZONING: CG ON THIS PLAN. (SEE NOTE oN ITEM f.D.)
x ~ ~ ~ ° _ z ~ _ Q2ml III TAX MAP: 4677.14 PARCEL N0. 71090
y l W ~ / C7 ~ ~z~ 1 ~ o W . N ~ z ~ Q ~ =wyl III o_ o ~ W / 2;° zz r~ II I D. THE FOLLOWING VEGETATION MATERIALS, AS LISTED BY COMMON NAME, SHALL
~ - ~~h o I III Z ~ ~ a 'o CONSTITUTE NOT MORE THAN TWENTY-FlVF (25) PERCENT OF THE TOTAL REQUIREMENT FOR 1HE SPECIFIC CATEGORY.'
. rn C ~ QQ ~ ~ Q~ ? III • ~ woods a ° ~ ~ z I ~ ~ W
111 m Q~ a o, I m ~ ~ p W e l l II v ~ ~ 430E EXISTING TREES ~ m y y ~ tb ~ A. LARGE TREE CATEGORY - ner O e8' \ 4
Z W III Q • A D ~ I 300E TREES TO REMAIN ~ 2 rn o ~ • III m O O RIVER BIRCH m
° ~ ~ a~ -III Q, v ~ v ~ p N a oe ~w I ~ I ~ U ~ ~ 4N 0 ~ . ~ Q° ~ OQ N a VIII I Q , ~ ~ 1. CONTACT N.C. ONE-CALL (1-800-632-4949) TO HAVE All UNDERGROUND ~ ~ _ UI1LI11ES LOCATED PRIOR TO EXCAVATING OR TRENCHING. 2 ~o B. SMALL 1REE CATEGORY ~ w
. r"' -,n ~ o zl - 3fY o~ a w ~ ~ III I , ~ Q W~' ~ ARISTOCRAT PEAR 2. ELECTRIC AND TELEPHONE UALlAES SHALL BE INSTALLED UNDERGROUND. I ~ \ ~
f ~ ~ N ~ a roll I ~ I o ~ 3 = 4 ~ ~ BRADFORD PEAR \ U ~ n 2 CAPITOL PEAR, AND 3. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE CITY OF GREENVILLE
m m ry W N = I ~ o ? 3 II W ~ s• w~TtR s~rwce II I I ~ ~ ~ ~ m O CLEVELAND SELECT PEAR MANUAL OF STANDARD DESIGNS AND DETAILS AND THE MANUAL FOR THE W •N
• ~ ~ w w w w U ~ 2 ~1 U ~ g a DESIGN AND CONSTRUCTION OF WATER AND WASTEWATER SYSTEM J W O C. EVERGREEN SHRUB CATEGORY - EXTENSIONS FOR GREENV1LLE URLIAES COMM1SS10N.
C 50' RIPARIAN BUFFER AND O W p 2 BV - o 1 I Z m 50' GREENWAY EASEMEN W ~ J ~ ~ I J Z ~ ~ ~ ~ III , Zm ~ J J RED TIP PHOIIN/A 4. THIS PROPERTY 1S LOCATED WITHIN 'ZONE AE' (AREAS W11HIN THE iX ANNUAL
• FROM TOP OF BANK UI ~ a ~ 1s I I Q ~ Q ~ ~ ~CAMORE I I 'Q ~ I Q • E. NO LARGE TREES TO BE PLANTED WITHIN UAUTY EASEMEN75. CHANCE' FLOODPLAIN (100 YEAR FLOOD), HAVING A BASE F1000 ELEVATION OF
I 4 P . 68 O M.B. 6, G ~ ~ 2 (TrPlcat) III p - a~ ~ WUI I I o I O 54.2 FEET TO 56.5 FEET NAVD 88 AND SHADED 'ZONE X' (AREAS OF 0.2~ I ~ ~ !
aNNUAt. CF.ANCF FLOODPLAIN,• AREAS nF IX ANNUAL CHANCE FLOODPLA/N WITH
~ v1 ~ ~ o I ~ III I ~ p W I • ~ 7, II = I F. DUMPSIER COMPACTOR SHALL BE SCREENED ON 3 SIDES !N ACCORDANCE AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN / 1 SQUARE M1LE,• AND AREAS PROT7=CTED BY LEVEES FROM 1HE i.~ ANNUAL I WITH SECTION 9-4 26B lIJ OF 1HE qlY CODE. CHANCE' fL00DPLAIN, AS SHOWN ON FLOOD INSURANCE RAZE MAP NUMBER
W 1Z5' 26' 1.5 0`10' ~ II
o ~ h ro ~ III i VIII c Q 1 ~ III I G E7pSTING SUBSIIIUTE VEGETA110N MATERIALS HAVE BEEN NOTED INCLUDING 3720467700J, EfFECT1V£ JANUARY 2, 2004. THEIR SPECIAL LOCATION(S), TYPE(S), AND SIZE(S). NGVD 29 + (-1.15) = NAVD 88
~ _ a VIII ~N ~ ~ III i
~ a• ~ III I ( I H. IXISDNG SUBSATUIE VFGETAIIQN MATERIAL SHALL BE PROTECTED AtOM SITE 5. SOIL EROSION AND SEOIMENTA710N CONTROL PLAN APPROVAL BY THE CITY DEVELOPMENT ACAVIAES IN ACCORDANCE WIlH SEC. 9-4265 (F) ENGINEER REQUIRED PR10R TO INIT1ATlON OF ANY LAND DISTURBING ACIlV171ES
II • R=4' ~ I Z ro I
~ I III , , BEARINGS FROM ~ TO ® ~ o ' ~ ,~5 6' PVC 8X6 T L NO LARGE TREES TO BE PLANIID WITHIN 8X6 TTdcV SANITARY SEWER OR WATERLINE EASEMENTS 6. STORMWAIER MANAGEMENT REQUIRED.
~ A - 1 ~ WATER & FIRE & FIRE HYDRANT
N 48 5211 W 24.04 - ~ I MAIN I I NOZ. EL ~ I 5872'44" W 73.68' ~ D I ( ~ N ~ I I NOZ. ELEV 58.0 ACCORDANCE WlTN SECTION 7. REFUSE' COLLECTION BY PRIVATE CARRIER. ~ a PARKING LOT AREA TO BE SCREENED 1N
N 529'41" W 82.35' D III " I 9-4-268(L)9. PARKING AREA SCREENING SHALL BE INSTALLED WITHIN 8. ANY UNUSED DRIVEWAYS SHALL Bf CLOSED !N ACCORDANCE W/TN A 10 FOOT AREA ADJACENT TO AND EXTENDING THE fULL STREET SIDE CITY OF GREENVJLLE'S DRIVEWAY ORDINANCE.
I Z ~ N 36 VALLEY N 547039 W 64.38 ~ cuTTER I m I I WIDTH OF ALL PARKING AREAS WHICH FRONT A PUBLIC OR PRIVATE
N 533750 W 90.93 c - 2a° CONCRETE III III I , r , 2 ~1 I I I STREET 9. CONTRACTOR SHALL N07)FY PUBLIC WORKS, STREET MAINTENANCE
N 68 54 33 W 21.13 I m I CURB & GUTTER III II K. MINIMUM OF 3 FEET CLEARANCE MUST BE MAINTAINED AROUND ALL FIRE DIVISION 46 HOURS PR10R TO MAKING CONNECTIONS TO EXISANG
N 43'36'05" W 47.53' ~ III ,~5 I IR'~ ~ III N 32131 W 23.40 ~ a 1 RDNOVF l~ HYDRANTS 1N ACCORDANCE WITH STALE 8UlLDING CODE STORM DRAINS LOCATED WITHIN PUBLIC STORM DRAINAGE EASE- II MENTS OR RIGHT OF-WAY.
N ~J I I III WETLAND AREA ~ ~ ;e oQ II
TO BE FILLED r~ ~ ;~QO I III II 10. ]HIS SURVEY IS OF AN EXISANG PARCEL OF LAND.
~ (O.iO ACRES) ~ ~ III ENO 75 ~ 1 Q y~ I II 1 i. APPROVAL OF SITE PLAN DOES NOT CONSDTULF APPROVAL OF SIGNS
I ~ Mi V I I N F ~ III / I . III 3 III I I A SEPARATE SIGN PERMIT IS REQUIRED. II
I, I ar i uiremen 8~ 12. PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING
DA ID L. - . 50 M.B.L. J ~ I V SHARP AND WIFE, I / III m it
JANE R. SHARP ~ PROPO D ELECTRIC $ ~ u I I V E EMENT 'o DB 1301 PG 126 ~ ~ III IV V REQUIRED PARKING: 13. PARKING LOT SHALL BE STRIPED IN ACCORDANCE W17H PLAN. 1 SPACE PER UNIT, PLUS 1 SPACE PER 2 EMPLOYEES
ZONED RA20 - J N V 4 EMPLOYEES 2 = 2 SPACES 14. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE N0)1=D. /
I 44 UNITS = 44 SPACES TOTAL SPACES REQUIRED = 46 SPACES 15• CLEANOUTS LOCATED IN PAVED AREAS SHALL BE INSTALLED WITH A SEWER
PP ~ .F~~. 3 -o ~ a - E HE E 0 - - HE- - OHE Q PP~ I a CLEANOUT BOX SET TO fLNISNED GRADE AS SHOWN IN GUC S STANDARD ~ Ap I DETAIL DWG NO. S-3.
• -OH - - HE - E I S
E ' BU Y 'A' ~He .OH TEL, CAN 16. PAVEMENT SECTION SHALL BE 2' 1-2 ASPHALT WITH 6" CABC.
_ ~ HE ~ - ~ PfO. ~ PED. 0 -~OHE-- ~ 7O \ 17. CITY OF GREENVILLE DRIVEWAY PERMIT REQUIRED.
E_- _ _ _ I !NV 0 _ ~ INV. 52Jf - \ - _ - - - - - ~ 16. fLEVA110NS AND CONTOURS SHOWN ARE BASED ON NAVD 88 DATUM. OFF-
PP __-oHE-- _ _ P S 4178'05" W 235.38' (CH.) - - S'I' ' EXIST. SSMH _ - - ~ - - - ] _ _ weer S11E BENCHMARK USED FOR VFRACAL CONTROL: NCGS MONUMENT MALL,
- R-3 , I INV. 51.63 36" CMP~ - ~ ~ - - - TOP 52.35 r ~ ~ ~ ~ ~ ..~.1z..... ~ . ~ \ \ - - ~ ~ i i S 02;74'10` E I - - ELEV. = 74.18 FT NAVD 88 . a ( ) ~ PREMIER GROUP PRO ERIIES, INC.
- A ~ 35.73' (C~1.) ~ - ~ • ~ M.B. 64, PG. 68 - - ~ ~ ~ ~ 40J CHATHAM SQUAF'E OFFLCE PARK UNIT 8 19. NO PERMANENT STRUCTURE(S), INCLUDING BUT NOT LIMITED TO SUBDIVISION _
15' ELEC - ~ ~ R=2500' I I ~ TR1C EASEMENT ~ - - - - _ _ - ~ FREDR/CKSBURG, VA 22405 SIGNAGE, FENCES OR STORAGE BUILDINGS, SHALL BE CONSTRUCTED OR - - - - - ~ = PHONE.' 843 222-?.293 LOCATED IN ANY DRAINAGE EASEMENT WITHOUT PRIOR APPROVAL FROM THE
~ I I _ _ul._ - - - - - - ' - EXIST. 8" ACP WAlFR MAIN ( ) NVILLE PU L1C WORKS DEPARTMENT. CITY OF GREE 8
S 924~~~-~W_" W----W----W----W----W----W----W----W---- W---- W - - - - 20. THE W1=1LAN0 BOUNDARY SHOWN HEREON WAS DELINEATED BY RIVERS AND
---W-- W----' - I I I - W - - - - W ASSOCIA 1ES, INC AND SHOWN ON RIVERS AND ASSOCIATES, INC DRAWING
R=3869.72 Ve N0. D-333-Y ENIl1LE0 'W>_RAND DELINEAAON, DAYS CONSIRUC110N,
I = AFFORDABLE SUITES OF GREENVILLE, LLC' DATED JULY 18, 2005 AND
DAYS CONSTRUCTION CERIIAED BY 1NE US ARMY CORPS OF ENGINEERS ON OCT08ER 7, 2005. PO BOX 2789 21. HOTEL, MOTEL APPROVAL FOR LIMITED STAY ONLY AS PER GREENVILLE CITY
I I I PAWIEYS ISLAND, SC 29585 CODE.
I r~lm PHONE:' (84J) 222-2293
i _ - - - - - - - - - - - - REVISED 1/27/2006 PER OWQ COMMENTS - - - - - - - _ REV1SE0 12/12/05 PER CITY OF GREENVILLE REV1EW COMMENTS
BOX CULVERT L _ _ J ~ I c~
~I~ I ~ erg
~I CfiYLI~~~ Engineers
x+~ - - - - • 107 East Second St. Planners
_ - - _ Since Greenville, N.C. 27858
- CKINSON AVE. WAY 13 DI US HIGH - - 1918 [phone] urveyors
- f~001DWAI'BA?aDN~GVN-61K~OAC~F#EA?T~AB (100' PUBLIC R/W, PAVEMENT WIDTH VARIES) e erencea~ SITE Bc U TlLI TIES PLAN
GRAP GRAPHIC SCALE
Proposed Large Tree NO ENCROACHMENTS INCLUDING FIU, NEW CONSIRUC110N, SUBSTANTIAL IMPROItiMEN1S AND OTHER DEVELOPMENTS ~o o ~s ~o ,s ~ ~ D.B. 2005, PG 60 a ~ ORS rIJC !on
D.B. M-46 PG. 380 _ _ _ _ _
Proposed Small Tree SHALL Ht 1'tKM111tV UNL.Lbb 11 HAJ =t1V ULMUrv-11M41U "1 D.B. 1,301, PG. 128
1HROUGH HYDROLOGIC AND HYDRAULIC ANALYSES PERFORMED HUNTER P. HANNAFO Irm IN ACCORDANCE W711 STANDARD ENGINEERING PRACACE THAT RD M.B. 22 22, , PG. . 27 & 27A _ Affordable Sultes of Greenville
Proposed Shrub THE PROPOSED ENCROACHMENT WOULD NOT RESULT IN ANY & M ONTEZ GURNEY, ETALS IN FEET) M.B. 26, PG. 90 DATE NOVEMBER 28, 2005 CITY OF GREENVfLLE, PITT COUNTY, NORTH CAROLINA
INCREASE IN FLOOD LEVELS DURING OCCURENCE OF THE BASE ESTATE FILE 91, PG. 407 1 inc 1 inch = 30 ft M.B. 64, PG. 68 PITT CO. TAX PARCEL 58806 SURVEY CEL DRAFT STA SCALE DRAWING NO. SHEET
Parking Area Screening FLOOD. SUCH CER71FICA71ON AND TECHNICAL DATA SHALL BE PRESENTED TO THE,_OCAL FLOOOPLAIN ADMINISTRATOR. ZONED RA20 1 N= 30' W- 2863 i 3
DESIGN STA CHECK fDT OF

9
/ \ 2~,
3 LAKE ELLSWORT}l SUB ~O
~ DIVISION SECTION ONE ~ / 2
M.B. 22, PG. 27A/B 1 ~ / SPRING FOREST RD. O
N/F I ~l VO'~
SEAN CORCORAN N/F e 8n o e•
AND WIFE PA TRIC ALLISON IA SANDY 1. SITE DATA: LAND AREA FOR VEGETARON REQUIREMENTS: 2.8 AC. m
A. CORCORAN AND HUSBAND Fio 08 1692, PG 284 RE WETLANDS HAVE BEEN DEP1C11_D ON THIS ~ A. REQUIRED VEGETARON FOR LOr PLAN FOR 1Hf PURPOSE OF PLANNING,
M.B. 22, PG. 27A 8 X SAND Y AND fOR VERIACARON OF ACCURATE' ~ LARGE TREES 14 WETLAND DELINEATION 8Y THE U.S ARMY
/ DB ZONED R6 941, PG 561 M.B, 22, PG. 27A/B SMALL TREES• 28 CORPS Of ENGINEERS PRIOR TO Sl1E o
SHRUBS• 70 WORK, AUTHORIZATION SHALL. BE o OR• JO
xrsr. ssMH ~ ZONED R6 E TOP 49.07 (1 OBTAINED FROM THE US ARMY CORPS OF B. REQUIRED STREET VEGETARON.• ~ P~ ENGINEERS THROUGH ITS NATIONWIDE ~
s~ (GQ£LP. 20' uricr l INV. • It n' AND EX/S7; SSMH DANSEY ROAD: PERM/TRNG PROGRAM. ~~5 0 50
- ~ DRAINAGE EASEMENT TOP 55,81 LARGE TREES 8 8 PROVIDED 2s ( ) 09
15. ~ - - N , M.B. PG ?7- ! B Exrsnroc ' - -31 _ _E B NV, 48.06 DICKINSON AVE.• O 0~
s- - ~ 8 V.C.P. SAN. SEWS' - - 3 .17' • ~ ~ - OT LARGE ]BEES 6 (12 SMALL TREES PROVIDED)
a " - - 24° 0 s EX1ST, CB ~ ! /p ~ C. REQUIRED SCREENING VEGETATION: (326 LF) BUFFERYARD D
E - - INV. 55.13 / 111 / ~ LARGE EVERGREEN TREES• J3 (5 FRONDED)
RO 51.22 EXIST. SSMH - rOP 51.59 ~ ~ SMALL EVERGREEN TREES• 20 (36 PROVIDED) ~ l ~ EVERGREEN SHRUBS• 52 52 PROVIDED
• m lNV, 45, 48 20' ~ ~n~lr ~ ~ r dl M.g 6g pGASEMENr 20' B , , ~I ~ ( )
g C UFFERY O \ O g REQUIRED SCREENING VEGETARON: (426 LF) BUFFERYARD E
• e Wl1H EVERGR ARD D I T- I ~ `fN VEGETAnON I PSTER / UI lU LARGE EVERGREEN TREES; 77 ~cm~ a SMA1L EVERGREEN TREES 26
PAO CE s I EVERGREEN SHRUBS: 68
~i ~ EXIST. SSMN 1 \ TOP 55.18
PROP, 6" SEWER ° \ ~+I 4g 14 I ~ ~ 1NV. ~ sERV1cE ®1.ox ~ ~ 111 D. RE U1RED VEGETATION LOCATED 1N E SEMENTS• ` Q A e
S I ul N 'y STREET ]BEES ALONG DICKINSON
37 ~ s 4072'05" I d ~ ~ BUFFERYARD ALONG NORTHERN PROPERTY LINE TOTAL ACREAGE IN SIlE• 2.84 AC d
9 186.59 (CH. ~ 2 ACREAGE IN COMMON AREAS• NONE
~ ~ ~ ~ R=311.80' A. MINIMUM PLANT SIZES SHALL BE IN ACCORDANCE WITH THE
11 / 15 I 3 I I P R III i ZONING REGULARONS AS FOLLOWS• ACREAGE IN RECREARON AREA(S) AND THE UKE.• NONE ~ TOTAL NUMBER OF UNITS/BEDROOMS• 44 UNITS
~ ~ ! III ,t, 4 _ 18" SYCAMORE 36" VALLEY Y_ ~ ' TRff PR07ECnON I OUT7ER I IN PLANTING MATERIAL TYPE MINIMUM PLANTING SIZE
~+ti FENCE REQUIRED ro N ~ ~ (I1PfCAL) N EfP• I I III ~ GROSS BOOR AREA: 22,238 SF i. LARGE TREE - SINGLE STEM f0' (HEIGHT) AND 2" CALIPER
' o sh N/F 1 1, • I I I II MULTI-STEM 10' (HEIGHT BUILDING LOT COVERAGE.• 0~ EXIST., 9.OX PROPOSED
SECRETARY OF HOUSING - 1 S• ~ I Q III 2 SMALL TREE 8' (HEIGHT AND 1.5" CALIPER 3. SHRUB i8` (HEIGHT), EXCEPT AS PROVIDED BUILDING HEIGHT 1N FEET AND STORIES 28' 2 STORY
~ ( ) UNDER BECKON 9-4-267(a)
N ~ ~ j R=4, N I ~ I I AND URBAN DElIELOPME T W ~ ~rn ~ W 1 1 2 e l II TOTAL N0. OF PARKING SPACES• 49 SPACES B. NO PORTION OF ANY PARKING AREA, INCLUDING ANY DRIVEWAY INCLUDES 2 HC
0.8. 1884, PG. 303 ~ ~ 2 ~ I ~ ~ ~ i ~ PARKING SPACE OR/VE AISLE OR TURNING AREA SHALL BE LOCATED ( )
M.B. 22, PG 27A/B ~m m Z Q ~ ~ III ~ el i MORE THAN THIRTY (30) FEET FROM AN ON-SITE SMALL TREE OR MORE REQUIRED PARKING = 46 SPACES
ZONED R6 3 ~ ~ ~ ` 3 I N - 0 3 III ~ m 1NAN SEVENTY-FIVE 75 FEET FROM AN ON-511E LARGE TREE ( ) FOR PURPOSES OF THIS BECKON, THE MEASUREMENT SHALL BE REQUIRED HC PARKING = 2 SPACES
• - ° i o ~ h l l II 0 0 ~ III ~ FROM THE FARTHEST EDGE OF )HE SUBJECT AREA TO THE CENTER TOTAL SQUARE FEET OF PROPOSED IMPERVIOUS AREA: 32 979 S . FT.
~ ~ 1 ~ r ~ ~ e 3 ~ WI IN OF THE BASE OF THE CLOSEST QUALIFYING TREE, Q IMPERVIOUS AREA FOR PARKING AREAS• 17,444 SQ. FL
• O ~ Q ~ w 2e I ~ W o T I N C. SIZE PLAN APPROVAL FROM THE RESPECTIVE EASEMENT HOLDER SHALL
~ _ II IN k ~ h ~ m e\ Q ~I I BE CONSTRUED AS APPROVAL OF ALL ENCROACHMENTS, AS SHOWN. CURRENT ZONING: CG ~ ON THIS PLAN. (SEE NOTE ON ITEM 1.D.)
~ ^ I Z e ~ ~ ~ 2 Qzml IN TAX MAP; 4677.14 PARCEL N0. 71090
ro ~ wo ~ ~ o ~N > z~ I I o ~ z ~wi I I II D. THE FOLLOWING VEGETARON MATERIALS AS LISTED BY COMMON NAM!~ SHALL
~ ~ a n III c ~ ~Ce a a CONSRTUTE NOT MOIRE THAN TWENTY-FIVE (25) PERCENT OF THE TOTAL ~ REQUIREMENT FC1P THE SPEGFIC CATEGORY
• WOODS z ~ I I II ~ ~ Q ~ „ d" o, II III m ~ W
v ~ cn 430E EX1S71NG TREES m W, e I Z ~ ~ ~ W Ilf 3 Q 41 ~ A. LARGE TREE CATEGORY - ner o es" Q O
a ~ I 300E TREES TO REMAIN ~ o~ o III m • ~ N pe III I Q' m ~ RIVER BIRCH Q • ~ S 1. CONTACT N.C. ONE-CALL (1-800-632-4949) TO NAVE ALL UNDERGROUND
m v A ~ ~ ~ ~ n ~ ~w ~ I ~o • ~ o ~ O a ~ III I °N ~ ~ ~ ~o ~ n~ W Z ~ $ ~o B. SMALL TREE CATEGORY - URURES LOCATED PR10R TO EXCAVARNG OR TRENCHING
o - e e N ' - 'NI I ~ - ~ ~ Q W ~ ~ ARISTOCRAT PEAR ~ ~ 2• ELECTRIC AND TELEPHONE URLIRES SHALL BE INSTALLED UNDERGROUND. = O ~ ~ BRADFORD FEAR
r ~ ~ ~W ~ N o~ I z ~ ~ ~ N J ~ VIII y IN ~ U ~ ti 2 CAPITOL PEAR, AND 3 ALL REQUIRED IMPROVEMENTS SHALL COMPLY W11H THE CITY OF GREENVILLE
~ O N W 1 N 2 1 ~ ~ ~ ~ I I I' 1 dJ I ~ 1' WATER SERNQE III ~ `V ~ ~ p ~ ai ~ CLEVELAND SELECT PEAR MANUAL OF STANDARD DESIGNS AND DETAILS AND RTE MANUAL FOR RTE C` ~ , ~ ~ N DESIGN AND CONSTRUCRON OF WATER AND WASTEWATER SYSTEM
~m ~J QO ~ ~ W W W W IN V C 50' RIPARIAN BUFFER AND O v, 2' I - O WO ~ 2 8V II ~Q1
50' GREENWAY EASEMEN W J 1 ° ~ , • ~ ~ ~ ~ ~ I I ~ Z m Y U C EVERGREEN SHRUB CATEGORY - EXTENSIONS FOR GREENVILLE URLIRES COMMISSION.
FROM TOP OF BANX ~ O a' ~ n 16° I N Q ' I 0 ~ ~ ~CAMORE I M.B. 64, PG 68 = Q Q J J RED RP PHORNIA 4. THIS PROP RTY I ~ E S LOCATED WITHIN ZONE AE (AREAS WITHIN RTE 1X ANNUAL Q • E. NO LARGE TREES TO 8f PLAINT]=D (THIN UAUTY EASEMENTS CHANCE fL00DP1AlN J00 YEAR FLOOD , HAVING A BASE FLOOD ELEVARON OF
_ ~ 4J Q ~ (]1P1CAL) I N O O e ~ W U I I I ~ ~ 3 e ~ 3 I N O ( ) ~ cp 54.2 FEET TO 56.5 FEET (NAND 88)) AND SHADED ZONE X (AREAS OF 0.2X
~ ANNUAL CHANCE f100DPLAlN; AREAS OF 1R ANNUAL CHANCE FLOODPLAIN W17H
• o i II • ~ y w rzs' 26' 1zs' ?:io' ~ 2 • ~ ~ III F. DUMPSTER/COMPACTOR SHALL BE SCREENED ON 3 SIDES IN ACCORDANCE AVERAGE DEF1J45' OF LESS 7hAN 1 FOOT' O,? WJTT! CRAINAGE AREAS LESS THAN W11H SECTION 9-4 26B (h1 OF THE GIY CODE 1 SQUARE MlLE,• AND AREAS FROTECTE!) BY LEVEES FROM THE 1X ANNUAL
z e o III ~ ~ c ~ ~ ~ ~ III CHANCE fL000PLAIN, AS SHOWN ON FLOOD INSURANCE RAZE MAP NUMBER
• VIII ~ ~ ` a Q ~ III G EXISRNG SUBSRIUTE VEGETARCN MATERIALS NAVE BEEN NOIEO INCLUDING 3720467700J, EFTFCRVE JANUARY 2, 2004. THEIR SPEGAC LOCARON(S), TYPE(S), AND SIZE(S). NGVD 29 + (-1.15) = NAND 88
VIII ~ ~ ~ ~ chi ~ 3 III I
i ~ ~ ~ II I H. EXISRNG SUBSRIUIE VEGETARON MATERIAL SHALL BE PROTECTED FROM SITE 5. SOIL EROSION AND SEDIMENTARON CONTROL PLAN APPROVAL BY THE CITY DEVELOPMENT ACIINTIfS fN ACCORDANCE W11H SEC. 9-4265 (F) ENGINEER REQUIRED PRIOR TO 1NIRARON OF ANY LAND DISTURBING ACRVIRES.
• ~ I I~ 2 i R=4' I I
BEARINGS FROM ®TO ® o ,~5 ¦ 8X6 TT 8"X6" TTdcV ~ NO LARGE TREES TO BE PLANTED WITHIN 6. STORM SANITARY SEWER OR WATERLINE EASEMENTS WRIER MANAGEMENT REQUIRED.
~ - , ro 6PVC N 48211 W 24.04 ~ I I WA7~ do ARE h I B do ARE HYDRANT
, r , D MAIN I NOZ. ELE N 587244 W 73 68 ~ • III 3 NOZ. ELEV. 5d0 J. PARKING LOT AREA TO BE SCREENED IN ACCORDANCE W11H BECKON 7. REFUSE COLLECRON BY PRIVATE CARRIER.
N 5279'41 " W 82.35' A I I ' ' ' ~ I z N III 36" VACLEYI 9-4-268(L)9. PARKING AREA SCREENING SHALL BE INSTALLED WITHIN 8. ANY UNUSED DRIVEWAYS SHALL BE CLOSED IN ACCORDANC WITH A 70 FOOT AREA ADJACENT TO AND EXTENDING THE FULL STREET SIDE E
N 5470 39 W 64.38 r , <j ~ ~ ~ N GUTTER I N 533750 W 90.93 ~ _ I ~ W1DIN OF ALL PARKING AREAS WHICH FRONT A PUBLIC OR PRIVATE CITY OF GREENVILLE'S DRIVEWAY ORDINANCI
, r , ?j ~ 24' CONCRf 1E I III II I I N 68 54 33 W 21.13 I ~ ° ; ~ CURB & GUTTER STREET. 9. CONTRACTOR SHALL NORFY PUBLIC WORKS, STREET MAINTENANCE
, » R1 III N 43:36 05 W 47.53 ~ 11, 5 I K. MINIMUM OF 3 FEET CLEARANCE MUST BE MAINTAINED AROUND ALL ARE DI NSION 48 HOURS PRIOR TO MAKING CONNECRONS TO EXISRNG
N 32'Si'31' W 23.40' ~ I R' J 3 I N ; . 1 REMOVE l~ HIDRANTS IN ACCORDANCE W11H STATE' BUILDING CODE. STORM DRAINS LOCATED WITHIN PUBLIC STORM DRAINAGE EASE- MENTS OR RIGHT-OF-WAY.
WERAND AREA ~ I I III • ~ e 10. ]HIS SURVEY IS OF AN EXISRNG PARCEL OF LAND.
TO BE ALLED ~ 1 ~ ~Q~ I III ~71,q (0.10 ACRES) ~ ~ 111
• ! No 75 ~ 1 e I I ~ 11. APPROVAL OF SITE PLAN DOES NOT CONSRIUTE APPROVAL OF SIGNS
N F • ~Mi~ N I III / 1 ~ A SEPARATE SIGN PERMIT 1S REQUIRED.
-.s III ~ III I DA UID L. SHARP AND WIFE, I . 50 M.B.L. , ' II I ~ ar i uiremen 8~ 12. PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING.
ELECTRIC ~ m I III JANE R. SHARP PROPO D o ~ II I REQUIRED PARKING: 13, PARKING LOT SHALL BE STRIPED 1N ACCORDANCE WITH PLAN.
E EMENT ~ I I N D8 1301 PG 126 ~ ~ III (N J SPACE PER UNIT, PLUS 1 SPACE PER 2 EMPLOYEES
I ZONED RA20 - ,J _ I 4 EMPLOYEES/2 = 2 SPACES 14. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
44 UNITS = 44 SPACES ~ TOTAL SPACES REQUIRED = 46 SPACES 15. CLEANOUTS LOCA TED IN PAVED AREAS SHALL BE INSTALLED WITH A SEWER
E -OHE E 0 - p~ PP • ~ - HE- - OHE -OH - - ME - E VI I CLEANOUT BOX SET TO ANISHED GRADE AS SHOWN IN GUC'S STANDARD
~ ~ _ AA E , , N - BUFF Y A ~ E ~ DETAIL DWG N0. S-3. 'OA
_ . OH ' ~L, CAN ~~p 16. PAVEMEIv'T BECKON SHALL BE 2" I-2 ASPHALT WITH 6" CABC.
~OHE-- ` ~ PFD. \ 17. C11Y OF GREENVILLE DRIVEWAY PERMIT REQUIRED.
.-OHE-'' ~ ~ 70 ~ I INV. , p , ~ 5 PP __-oNE- - _ _ s1.P. S 4178 05 W 235.38 (CH.) ~ _ _ _ _ / - _ ~ ` - _ \ _ INV.52.1t
- - EXIST. SSMN _ , . - _ - ~ ~ INV. 51.63 ~ ` ~ TOP 52.35 r ,r _ R-38,¢,9,7•z ~ ~ ~ ~ ~ ~ r ~ 36° GMP~ ~ - - - 18. ELEVARUNS AND CONTOURS SHOWN ARE BASED ON NAND 88 DATUM. OFF- ` ~ ~ - - ~ - - - - - SIIF BENCHMARK USED FOR VERRCAL CONTROL: NC S MONUMENT ALL
- - ~ " " ~ ~ ~ ~ % S 0234'10' E ~ - A . I ELEV. - 74.18 FT (NAND 88). ~ ~ PREMIER GROUP PROPERRES INC.
~ 15' ELECTRIC EASEMENT ~ R-2500' I \ ~ ~ _ _ _ - 407 CHARLAM SQUARE OFACE PARK UNIT B 19. NO PERMANENT STRUCTURE(S), INCLUDING BUT NOT LJMlIED TO SUBDIVISION
1 ~ - . M.B. 64 PG. 68 - - - - - _ _ - FREDRICKSBURG, VA 22405 SIGNAGE, FENCES OR STORAGE BUILDINGS, SHALL BE CONSTRUCTED OR - - - - PHONE.• [phone] LOCA 1E0 1N ANY DRAINAGE EASEMENT W1 THOUT PR10R APPROVAL FROM THE
I I - - - EXIST 8° ACP WATER MAIN C11Y OF GREENVIILE PUBLIC WORKS DEPARTMENT
S 14;3"-W- w-_--w----w---- ----w----w----w----w----w----w----w _-w____~ _ ----w I
• I = W-=_ _ ` 20, THE WERAND BOUNDARY SHOWN HEREON WAS DEt1NEA7FD BY RIVERS AND _ W - W ASSOCIA IFS, 1NC AND SHOWN ON RIVERS AND ASSOCIATES, 1NC DRAWING
R=3869.72 I `/e NO. D-333-Y ENRTLED "WETLAND DELINEATON, DAYS CONSIRUCRON,
AFFORDABLE SUITES OF GREENt?LLE, LLC" DATED JULY 18, 2005 AND
DAYS CONSIRUCRON CERRAED BY THE US ARMY CORPS OF ENGINEERS ON OCT08ER 7, 2005. PO BOX 2789
I I ~I I nl~ PAW'LEYS ISLAND, SC 29585 21. HOTEL, MOTEL APPROVAL FOR LIMITED STAY ONLY AS PER GREENVILLE CITY
-----------~=--r-. N~------------------------------___------------__--_____ PHONE.• [phone] CODE.
b2 REVISED 1/27/2006 PER OWQ COMMENTS
BOX CULVERT L__ J x l o • I - - - _ REVISED 12/12/05 PER CITY' OF GREENVILLE REVIEW COMMENTS
I ~
~I ~N ' erg
- - - gg®t'11i1~~g' En ineers _ ~
- - - • 107 Eaet Second St. - - Planners - Since Greenville, N.C. 27858
AY 13 - D1CKlNSON AVE. US H1GHW _ - - 1918 [phone] Surveyors
fi0~WA1'BAIIDNCW-BWCI~Ou1q~lUTAf~~18 (100' PUBLIC R/W, PAVEMENT WIDTH VARIES) GRAPH GRAPHIC SCALE a erence8~ SITE & UTILITIES PLAN
Proposed Lorge Tree NO ENCROACHMENTS, INCLUDING ALL, NEw corvsTRUCnoN,
SUBSTANnAL 1MPROVFMENT5 AND OTHER DEVELOPMENTS J0 ° tb 30 t ° ~ ~ D.B. 2005, PG 60 ays ons ruc ion
~ Drnnnonil Cmnl1 Trot SHALL BE PERMlTTE1J UNLESS !T HAS BEEN DEMONSTRATED N/F l I I I I D.B. M-48. PC 380
v vv va`v ~~~I %dl I I I THROUGH HYDROLOCIC AND HYDRAULIC ANALYSES PERFORMED D.B. 1301, PG. 126
IN ACCORDANCE W1IH STANDARD ENGINEERING PRAC77CE THAT HUNTER P. HANNAFORD Proposed Shrub THE PROPOSED M.B. 22, PG. 27 do 27A Affordable Suites o Greenville
ENCROACHMENT WOULD NOT RESULT IN ANY & MONTEZ GURNEY, ETALS ~ IN INCREASE IN FLOOD LEVELS DURING OCCURENCE OF THE BASE ESTATE FILE 91, PG. 407 1 inch ( IN FEET) M.B. 26, PG. 90 DATE NOVEMBER 28, 2005 M.B. 64, PG. 68 CITY OF GREENVILLE, PITT COUNTY, NORTH CAROLINA 1 inch = 90 ft PITT CO. TAX PARCEL 58806
Parking Area Screening FLOOD. SUCH CER770CA710N AND TECHNICAL DATA SHALL BE SURVEY CEL DRAFT STA SCALE DRAWING NO. SHEET
PRESENTED TO 7HE LOCAL FLOODPLAIN ADMINISTRATOR. ZONED RA20
in = 30' W- 2863 1 3 DESIGN STA CHECK FD IT OF

~'lr. _ ~1 ~S
/ \ /
3 ~ LAKE ELLSWORTH SUBDIVISION 9 ~~i
SECTION ONE M.B. 22, PG. 27A/B 1 / / ~
N/F ~ / 02
SEAN CORCORAN l SPRING FOREST RD. Lp
AND WIFE N/F
ALLISON A. CORCORA PA TRICIA SAND Y N e ~n o e: 1. SITE DATA: L4N0 AREA FOR VEGETAAON REQUIREMENTS: 28 AC. D
OB 1692, PG 284 AND HUSBAND F M.B. 22, PG. 27A/B REX SANDY m / WETLANDS HAVE BEEN DEPICTED ON THIS
ZONED R6 DB 941, PG ssr A. REQUIRED VEGETATION FOR LOT.• PLAN FOR THE PURPOSE OF PLANNING,
M.B. 22, PG. 27A/B l LARGE 1REES• 14 AND FOR VFRlFlCAlION OF ACCURATE
Ex~sr. ssMr+ ZONED R6 SMALL TREES: 28 WEIIAND DEUNEAIION BY 1HE U.S. ARMY SHRUBS 70 CORPS OF ENGINEERS PRIOR TO SITE o
TOP 49.07 a S~ E,LP. ~ WORK, AUTHORIZATION SHALL BE o OR~
(CO INV. . ft _ 20' UTILITY AND l _ - ~ DRAINAGE EASE fXlSr SSMH B. REQUIRED STREET VEGETAflON: 08TA1NE0 FROM THE US ARMY CORPS OF ENGINEERS THROUGH ITS NATIONWIDE 0~ P~
15. ~ _ - - _ N .3 , M.B. 2? PG MENr TOP 5581 / DANSEY ROAD: PERMITTING PROGRAM. 5~ a ~ LARGE TREES• 8 (8 PROVIDED) E~~' v~ 5~
B EXlS7I " 1 27 g !NV s-- -NC 8 MCP S _ -E _ ~ . 48os DICKlNS sF ON A VE• va ~G
, - OT _ LARGE 1REES• 6 ~ (12 SMALL TREES PROVIDED)
• _ ?4• C I - - - EXrsr. c l
- _ _ rop B EXIST. SSMN . E _ ' LNV 5513 ~ / I// l C. REQUIRED SCREENING VE GETAITON: (326 LF) BUFFERYARD D I// I LARGE EVERGREEN TREES• 13 (5 PROVIDED)
OP 5].59 - 51.22 • u, INV. 45.48 2 RO 0 Un ~ SMALL EVERGREEN TREES 20 (36 PROVIDED)
MB 6¢Ir fASEM ~ ~ EVERGREEN SHRUBS• 52 (52 PROVIDED) N
pc, ENr 2D I s8 C BUFfERYARD 'D' © ~ ~I ~ REQUIRED SCREENING VEGETATION: (426 LF) BUFFERYARO E
EVE'RGREEN VFGE ~ IJJ - ~ ` TAl]ON I PSIER UI LARGE EVERGREEN IREES• 17
~ PAD cE ' s Jy SMALL EVERGREEN TREES• 26 icmf a EVERGREEN SHRUBS• 68
~ EXIST. SSMN J~ ~ PROP. 6 SEWER ° \ IIJ TOP 55.1 ~ Jd
SERVICE ®1.0% ~ INV. 49.1 0 ~ I JI D. REQUIRED VEGETATION LOCAII=D 1N EASEMENTS•
IIJ S I JJ STREET 1REES ALONG DICKINSON e
37 / J 9~ R=4' S 4072'05" Ju ~ BUFFERYARD ALONG NORTHERN PROPERTY LINE TOTAL ACREAGE IN S1TF.• 2.84 AC.
~ ~ ~ ~ 186.59 (CH. ~ ~ 2.
I / _ ACREAGE !N COMMON AREAS: NONE ~ A. MINIMUM PLANT SIZES SHALL BE !N ACCORDANCE WITH THE
4P ~ 1y I R 311.80 ~ Z / tz~ III ZONING REGULATIONS AS FOLLOWS• ACREAGE IN RECREATION AREA(5) AND THE LIKE.• NONE
¢ 4 • . r III `4 18" SYCAMORE II 36" VgLLEY III ~ TRfE PROTECAON V GUTTER I III TOTAL NUMBER OF UNITS EDROOMS 44 UNI .PLANTING MATERIAL TYP MINIMUM PLANTING SI F ~ ]S
u- fENCf Rf0U1RfD (p
N F p I (TIP/CAC) N E1P• 11 I 111 / I h I 1. LARGE TREE -SING , GROSS FLOOR AREA: 22,238 SF. Lf STEM 10 ~ (HEIGHT) AND 2 CAUL fR
SEC ~ ~ ' ~ ~i Y I 111 RETARY OF HOUSING ~y . ~ 2 r ~ S. ~ ~ ~ MULA-STEM 10 (HEIGHT BUILDING LOT COVERAGE.• OX 2. SMALL ]REE B' (HEIGHT AND 1.5` CAlJPfR EXIS>:, 9.OX PROPOSED
AND URBAN DE A' ~ I ~ III I/ELOPMENT ~ . ~ r- 1 J SHRUB 18` (HEIGHT), EXCEPT AS PROVIDED
• - If I ~ I I ~ ~t ~ W R-4' V ~ I D.B, 1884, PG. 303 ~ V ~ 12 ~ I UNDER SECTION 9-4-267(x) BUILDING HEIGHT IN FEET AND STORIES 28' (2 STORY)
J Z I ~ 3 II M, B. 22, PG. 27A/B ~ e ~ I I B. NO PORTION OF ANY PARKING AREA, INCLUDING ANY DRIVEWAY TOTAL N0. OF PARKING SPACES• 49 SPACES
• N e ~ 1~ t ~ v ZONED R6 ` `i ~ \r V / III ~ Q I I PARKING SPACE, DRIVE AISLE OR TURNING AREA, SHALL BE LOC'ATFD (INCLUDES 2 HC) MORE THAN THIRTY (30) FEET FROM AN ON-S/1F SMALL TREE OR MORE REQUIRED PARKIN =
Q ^ : y~ • - o o / III ~ ~ Ill 1HAN SEVENTY-FIVE (75) FEET FROM AN ON-SITE LARGE TREE G 46 SPACES
o a z I II ~ ~ ~ I III ~ ~ FOR PURPOSES OF THIS BECTON, IHF MEASUREMENT SHALL BE REQUIRED HC PARKING = 2 SPACES FROM THE FARTHEST EDGE OF THE SUBJECT AREA TO THE CENTER
p e ~ ~ 3 ~ l R I ~ ~ ~ W I II OF )HE BASE OF THE CLOSEST QUAUfY1NG TREE. TOTAL SQUARE FEET OF PROPOSED IMPERVIOUS AREA: 32,979 SQ. fT:
I ~ e o z e ~ a ~ ~ . ~ I I U C. SITE PLAN APPROVAL FROM 7NE RESPECTIVE EASEMENT HOLDER SHAL1 IMPERVIOUS AREA FOR PARKING AREAS.• 17,444 SQ. Fl:
p , ~i ~ met e~I III BE CONSTRUED AS APPROVAL OF ALL ENCROACHMENTS, AS SHOWN. CURRENT
~ I Z ~ ~ w I O N ~ w J / ~ ~ ~ E` ~ Q 2;1 3 I I ON IHlS PLAN. (SEE N07E ON I)FM 1.D.) ZONING: CG
Z - W ~ e~ ZW=I III 0. THE FOLLOWING VEGETAAON MATERIALS: AS LISTED BY COMMIaV NAME SHA TAX MAP: 467714 PARCf1 N0. 71090
m Q o~ ao o IIII LL ~ CONS111U1F NOT MORE THAN TWENTY-FlVF (25) PERCENT OF THE TOT,4L
m ~ • ~ wooos ze Q~ a~ ~ ~o ~ o ~ ~ I l u 2 REQUIREMENT FOR ]Hf SPEGRC CA IEGORY:
• Z ~ a ~ 430E EXISnNG TREES Q ~ II 4 ~ ~ I ~ • A o ~ W m W e IIII m m \ ~ A. LARGE TREE CATEGORY -
b a I 300E TREES TO REAIA/N ~ y ~ III ~ \ ~ ~ ~ ~Z rn o Q Z m m o ~ o a~ f III p O ner o e m ~ s
• - A ~ ~o N .a oQ / III I Q, ~ o - e o p r~ ~ ~ oN ~ I ~ r~ I e N • z _ , ~ ~ IIII 0 ~ Q ^ J J RIVER B/RCN O ~S
r z ~ ~ ~ ~w ~ III I O ~ W ~ ~ B. SMALL _ 1. CONTACT N. C. ONE-CALL (1-800-632-4949) TD HAVE ALL UNDERGROUND ~ 0 W ~ TREE CATEGORY UTILITIES LOCA TFD PR10R TO EXCAVATING OR Q \ W o ARISTOCRAT PEAR TRENCHING.
m m I N ~ ~ N o~ I ~ ; ?J o W wll I y I I \ ~ ~ ~ ~ • . O BRADFORD PEAR 2• ELECTRIC AND \ V ~ h W 1ELEPNONE UTILITIES SHALL BE INSTALLED UNDERGROUND.
~7 N ? N i . ~ _ ~ ~ ~ ~ ~ 2• WATER soryoE III ~ I I C ~ W L~ ~ ~ a CAPITOL PEAR, AND 3. ALL RE UlR ~ O m C Q ED ~MPROVEMENIS SHALL COMPLY LEV>=LAND SELECT PEAR W71H INE CITY OF GREENVILLE
50 RIPARIAN BUFFER AND p 0 0 w w w w I I V Z o W o 2" ~ J 50 GREENWAY EASEMEN W ~ ~ ~ ~ ~ ~ 2 BV IB ~ m (f~ V ~ N MANUAL OF STANDARD DESIGNS AND DETAILS AND THE MANUAL FOR 1HE J W O DESIGN AND CONSTRUCAON OF WAIFR AND WASTEWATER SYSTEM
FROM TOP OF BANK ~ ~ a. ~ ~ ~ ~ ~y,, I ^ I ~ m ~ V C. EVERGREEN SHRUB CATEGORY - EXTENSIONS FOR GREENVILLE U11UAE
I l M.B. 64, PG. 68 ~ ~ le I~ Q ~ _ Q Z ~CAMORE I I RFD TIP PHOANIA S COMMISSION. Q ~ J
~ TSPIC ~ ' o e ~ r qL) III o ~ 3 ~ W I I ( I ~o Q . 4. 1HIS PROPERTY IS LOCATED W11N1N ' f. NO LARGE TREES l0 8E PLANTED W}1HIN U11UTY EASEMENT'S ZONE AE (AREAS WITHIN THE 11C ANNUAL O CHANCE FLOODPLAIN (100 YEAR fL000), HAVING A BASE FLOOD
. I ~ ~y ~ ~ c ~ 3 III ~ ~ ELEVA170N OF 54.2 FEET TO 56.5 FEET (NAND 88)) AND SHADED 'ZONE X' (AREAS OF 0.2X
~ III ~ Oy W i Z W Iz5 26' 1Z5' ~'::}0' ~ Y~ Z ANNUAL CHANCE fL00DPLAIN,• AREAS OF 1X ANNUAL CHANCE FLOODPLAIN WITH F. DUMPSIFR/COMPACTOR SHALL BE SCREENED ON 3 SIDES IN ACCORDANCE AVERAGE fiEPTNS OF LcSS TH n^~'~+ ~
o ~ o ~ III I ~ rBl I WITH SECTION 9-4 268 (hJ OF INE GIY CODE 1 SQUARE MILE• A AN 1 FO,. ~ ~R W11N ~,~^u~AvE AREA,: LESS TT-IAIt' ND AREAS PROTECTED BY LEVEES FROM 1HE 1% ANNUAL
~ ~ o ~ ~ ~ III • _ ~ k ~ IIII C~ - a Q ~ III CHANCE FLOODFLAIN, AS SHOWN ON FLOOD INSURANCE RA 7E MAP NUMBER G• EXISTNG SU8S111UTE VEGL~TATION MATERIALS HAVE BEEN NOTED INCLUDING 3720467700J, EFFFCAVF JANUARY 2 2004.
• - ~ QN ~ ~ Iil THEIR SPEGFlC LOCATION(S), TYPE(S), AND SIZE(S). NGVD 29 + (-1.15) = NAND 88
~ ~ III I • ~ ~ / III 2 II ~ II H. EXISANG SUBSTITUTE VEGETA110N MATERIAL SHALL BE PROTECTED FROM Sl1E
R=4' I lu BEARINGS fROM ®TO ® _ m I I DEVELOPMENT ACAVIAES IN ACCORDANCE W11N SEC. 9-4 265 (F) 5• SOIL EROSION AND SEDIMENTA710N CONTROL PLAN APPROVAL BY 1HE CITY
. I o . < ~ I III N 483211 W 24.04' ~ " ~ R.15 6" PVC 8`X6" TTdcV ENGINEER REQUIRED PRIOR TO IN1TlAT10N OF ANY LAND DISTURBING ACTTVIAES. T`X6` TTdcV 1• NO LARGE TREES TO BE PLANTED WITHIN
. ~ _ ~ N 587244 W 73 68 ~ D III WATER do FIRE H 1DRAN I E FIRE HYDRANT SANITARY SEWER OR WATERLINE EASEMENTS 6. STORMWAII=R MANAGEMENT REQUIRED.
MAIN I 11 NOZ. ELEV. 58.0 N 529'41 " W 82.35' ~ lOZ. ELEV. 58.0 J PARKING LOT AREA TO BE SCREENED /N ACCORDANCE WI1H SECTION 7. REFUSE COLLEC~gON 8Y PRIVATE CARRIER.
N ~ III 3 11 54'10 39 W 64.38 ~ I z N 533750' W 90.93' N III 36" VgLLeY l 9-4-268(L)9. PARKING AREA SCREENING SHALL BE INSTAILEO WT IH1N
~ " . / ~ - GUTTER I N 68 54 33 W 21.13 ~ ~ I ~ ~ I A 10 FOOT AREA ADJACENT TO AND EXTENDING THE FULL STREET SIDE 8. ANY UNUSED DRIVEWAYS SHALL 8E CLOSED 1N ACCORDANCE W11N
N 4338'05" W 47.53' I m 24• coNCRETE III III I ~ a ~ I CURB qr GUTTER WIDTH OF ALL PARKING AREAS WHICH FRCWT A PUBLIC OR PRIVATE CITY OF GRfENVILLE'S DRIVEWAY ORDINANCE. SIRE£T.
N 3231'31' W 23.40' III III 9. CONTRACTOR SHALL NO]TFY PUBLIC WORKS, STREET MAINlFNANCf K. MINIMUM OF 3 FEET CLEARANCE MUST BE MAINTAINED AROUND ALL EIRE DIVISION 48 HOURS PR10R TO MAKING C
,15 I 1 RaroV£ I R ~ III • HYDRANTS IN ACCORDANCE WITH STA1F BUILDING CODE STORM DRAINS LO ONNECTTONS TO FXISANG CAIED WITHIN PUBLIC STORM DRAINAGE EASE-
WETLAND AREA \ ~ W~ I III Q a~ ro BE FlLLED ,a III MENTS OR RIGH'i'-OF--WAY.
'Layo (o.to ACRES) " o I f0. THIS SURVEY IS OF AN EXISTING PARCEL OF LAND.
N F ~ I M 75 ° I ~ III . ~ u, I I / ~ y~
~ ~ - III D A I/ID L. SHARP AND WIFE ~ III I 11. APPROVAL OF SITE PLAN DOE5 NOT CDNST]TUTE APPROVAL OF SIGNS
I _ 50' M.B.L. ~ ~ III I JANE R. SHARP PROPO D ELEGTRlC ~ II ` A SEPARATE SIGN PERMIT IS REQUIRED. er i uiremen s~
o m I III DB 1301 PG 126 E EMENT o ~ ~ III IV 12. PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING.
ZONE ~ I D RA20 ~ ~ II I REQUIRED PARKING: 1 SPACE PfR UNJT, PLUS 1 SPACE PER 2 EMPLOYEES 13. PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH PLAN.
I II _ . J ~ 4 EMPLOYEES/2 = 2 SPACES 14. ALL DIMENSIONS ARE TO BACK OF
P / / I I _ E -OHE E _ ~ 44 UN1T5 = 44 SPACES CURB UNLESS OTHERWISE NOTED.
- - 0 - - HE - - O ~ / PP J _ oH~ - -D~ - _ p TOTAL SPACES REQUIRED = 46 SPACES 15. CLEANOUTS LOCATED IN PAVED AREAS SHALL BE INSTALLED WITH A SEWER
~OrtE - 6HE - E i I ~.OH \ V ~ ~ ~ AA CLEANOUT BOX SET TD FlN/SHED GRADE AS SHOWN IN GUC S STANDARD
-OHE-- ~ ~ ` BUFF YA1~ A ~HE E ~ - - ~ ~C, CATV - OH ~ ~ P£D. ~ P£D. I DETAIL DWG. N0. S-3
,.,_-OHE-" ~ ~ ~ D PP •_-OHE"' ~ n ~ ~ 16. PAVEMENT SECTION SHALL BE 2" 1-2 ASPHALT WITH 6" CABC.
- - ~ I 1NV. 5 Q-' _ _ - sLP. ssuH S 4178 05 W 235.38 (CH.) - - - - _ _ _ _ 2.11 INV. 52.11 17. CITY OF GREfNVlLLE DRIVEWAY PERMIT REQUIRED.
_ _ Fx~sr. ~ - _ _ _ ~ _ _ _ _ ~ _ _ _ _ _ _ - - rOP 52.35 R=3f.~,,9~Z INV. 51.63 ~ _ 36"CMP~ - - - - ~ - _ _ 18. ELEVATIONS AND CONTU
A ~ ~ G~ S 02:34'10" E ~ I / I RS SHOWN ARE 8A5ED ON NAND 88 DATUM. OFF- - _ SIIF BENCHMARK US fD FOR VER)TCAL CONTROL: NCGS MONUMENT MALL,
1 _ / 15" ELECTRIC EASEMENT ! , - ' ~ . R~15.00 I ~ \ ~ ~ ELEV. = 74.18 FT NAND 88 PREMIER GROUP PROPERTIES, INC. (
M.B. 64, PG. 68 I _ _I _ EXISr. 8" A ~ ~ ~ = 401 CHATHAM SQUARE OFF1C = . = ~ _ - E PARK UNIT B 19. NO PERMANENT STRUCTURE(S), INCLUDING BUT NOT UM11ED TO SUBDIVISION
CP WA TER MAIN S 924~3~-W- _ W----W----W----W----W----W----W----W----W---- " - - - . = = - - = FREDRlCKSBURG, VA 22405 SIGNAGE, FENCES OR STORAGE BUILDINGS SHALL BE C PHONE.• [phone] LOCATED IN ANY DRAINAGE EASEM ONSIRUCTED OR
_ ----W I W----W _ I ENT WITHOUT PRIOR APPROVAL FROM THE CITY OF GREENVIILE PUBLIC WORKS DEPARTMENT:
R= ' 3869.72 ` w - - . _ 20. ]HE WEAAND BOUNDA
I w.~_ RY SHOWN HEREON WAS DELINEATED BY R/VERB AND ASSOCIATES, 1NC AND SHOWN ON RIVERS AND ASSOCIATES, INC DRAWING
Ve o r• N0. D-333-Y ENI1l1ED "wFTLAND DELINEAII ON, DAYS CONSTRUCITON,
I I I AFFORDABLE SUITES OF GREfNVILLE, LLC" DATED JULY 18, 2005 AND DAYS CONSTRUCTION CERAFlED BY 1HE US ARMY CORPS OF ENGIN
I ~I~ EERS ON OCTOBER 7, 2005. PO BOX 2789
-----------~---r-. N~------------------------------------____- PAWLEYS ISLAND, SC 29585 21. HOTEL, MO1EZ APPROVAL FOR LIMITED STAY ONLY AS PER GREfNV1LLE GTY PHONE.• [phone] CODE.
a 2 BOXCULVERT L__J zlo - - - - - - _ - - - _ REVISED 1/27/2006 PER DWQ COMMEIJIS
I~ ~Im - - REVISED 12/12/05 PfR CITY OF GREE'NVILLE REVIEW COMMENTS
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- - US HIGH - WA Y )3 DICKINSON A VE. fL0l01DWAY8AIIDNIA~FBWCCAQACCM~AI~AB 100' P - - • 107 Esst Second St. - Since Greenville, N.C. 27858 Planners
( UBLIC R/W, PAVEMENT WIDTH VARIES) Proposed Large Tree N 918 • (z5z) 752-x135 Surveyors
0 ENCROACHMENTS, 1NCLUDINC FlLL, NEW CONSTRUCTION GRAPHIC S( SUBSTANTIAL /MPROVEMENJS AND OTHER DEVELOPMENTS APHIC SCALE , e erence8
~ 0 15 JO Proposed Small Tree SHALL Bf PERMITTED UNLESS /T HAS BEEN DEMONSTRATED N F SITE & U T1Ll TIES PLAN 1 I I D.B. 2005. PG. 60 11.." . /1 _ _ _1~.. _ 1 ~ _
/ 7RlA/llICU LIMOA/II/4n urn u..nnu...~
unvwvw .v.u "UrTAVU(i ANAL/JCJ YtMJ UKMtU Proposed Shrub !N ACCORDANCE WITH STANDARD ENGINEERING PRACTICE THAT HUNTER P. HANNAFORD lm~ D.B. M-46, PG 380 Lays L.onsrrucrion
]HE PROPOSED ENCROACHMENT WOULD NOT RESULT IN ANY & MO _LJ D.B. 1,501, PG 1126
INCREASE IN FLOOD LEVELS DURING OCCUR NTEE GURNEY, ETALS (IN FEET Parking ENCE OF THE BASE ) Area Screening FLOOD. SUCH CERnRCATTON AND TFCHNICAL DATA Esrar Fic~ sr, Pc. 40~ - 27 & M.B. 22, PG.. 6 27A Affordable (IN FEET) ul e3 o Greenville M.B. 26, PG. 90 DATE NOVEMBER 28, 2005
SHALL BE 1 inch - 80 PRESENTED TO THE LOCAL FLOODPLAIN A OMlN/STRATOR. ZONED RA20 inch = 80 !t. M.B. 64, PG. 68 C1;rY OF GREENVILLE, PITT COUNTY, NORTH CAROLINA
PITT CO. TAX PARCEL 58806 SURVEY CEL DRAFT STA SCALE DRAWING NO. SHEET
DESIGN STA CHECK FDT l 30 W - 2863 l 0 3

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9
~~i 2c,
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/ ~
/ \ 1 SPRING FOREST RD. ~
3 LAXE ELLSWORTH SUBDIVISION / SECTION ONE 1 / /
M.B. 22, PG. 27A/B ~ l / ~ e~ an o e~ D e
N/F m
S N/F EAN CORCORAN 1. SITE DATA: LAND AREA FOR VEGETATION REQUIREMENTS: 28 AC. WETLANDS NAVE BEEN DEPICTED ON THIS PLAN FOR THE PURPOSE OF PLANNING,
AND WIFE PA TRICIA SAND Y Fi,~ ~i~ / A. REQUIRED V7:GETAAON FOR LOT.• AND FOR VERIF1CA110N OF ACCURATE
ALLISON A. CORCORAN AND HUSBAND DB 1692, PG 284 REX SAND Y 14 WETLAND DELINEATION BY THE U.S ARMY ~ ~ / LARGE TREES• CORPS Of ENGINEERS. PRIOR TO S11E °y p~• J
M.B. 22, PG. 27A/B OB 941, PG 561 SMA1L TREES 28 WORK, AUTHORIZATION SHALL BE a SHRUBS: 70 US ARMY CORPS OF P~
ZONED R6 M.B. 22, Pc. 27A/B OBTAINED FROM THE
ZONED R6 GETA110N: ENGINEERS THROUGH 115 NA1)ONWiDE 5~ a p~ B. REQUIRED STREET VE PERMITTING PROGRAM.
EXIST. SSMH TOP 49.07 ~c1 DANSfY ROAD: ~oysF~ tj~' LARGE TREES 8 (8 PROVIDED) 0 0~
~ S~ f.l'P' INV. DR UTJIITY AND fX1S1: SSMH DICKINSON AVE:
_ (CO - Jf AlNAGE EASEMENT TOP 55 Bt - _ M.B. 22 PG. 27-B INV. 48.06 LARGE TREES• 6 (12 SMALL TREES PROVIDED)
i5. ~ - - _ N ;31' E
B S_ Ex~snroG Br ?!c.P - - - - _ 3 .1T - - s .SAN. SEWS' ` - OT z a - - - _ 24 ° C_ EXIST. CB IN C. REQUIRED SCREENING V7:GETAAON: (326 LF) BUFFERYARD D cB / / ROVIDED N H LARGE EVERGREEN TREES• 13 (5 P )
~ • _ ~ - TOP 55.13 ' 13 ~ / SMALL EVERGREEN TREES 20 (36 PROVIDED)
I E NV. 51.22 RQ l~ .22 EVERGREEN SHRUBS: 52 (52 PROVIDED) I
EXIST SSMH °"~1~~` ul l TOP 51.59 ~i REQUIRED SCREENING VEGETATION: (426 LF) HUFFERYARD f
m INV. 45.48 ?0' ~ MB• nLIT fAS \ O- ~ £ O ic~ni a ~ )II LARGE EVERGREEN TREES., i7
64, pC MENT ~ 20' BUFFERYARD D' I ~ 68 WITH EVFRGR PSTER / • EFN VELETA ]ION ~ 1 U SMALL EVERGREEN TREES 26 IU EVERGREEN SHRUBS 68
~ / PAD CE , s ~ 1!
' ~ EXIST. SSMH / ~ 5,18 I TOP 5 o ~ I~~ .14 N EASfMENlS• a a I D. REQUIRED VEGETATION LOCATED 1 e
r R INV. 4s ~ PROP. 6 SEWE / ~ ~ ~l~ ~ III STREET TREES ALONG DICKINSON TOTAL ACREAGE IN SITEi 2.84 AC.
SERVICE ®1.0% S ~ I~ ~ III BUFF£RYARD ALONG NORTHERN PROPERTY LINE
' '05r I ACREAGE IN COMMON AREAS• NONE I~ 2.
37 / R-4' ~ $ 4072 86.59 (CH. I I E IN RECREAAON AREA(S) AND THE UKE.• NONE A. MINIMUM PLANT SIZES SHALL BE IN ACCORDANCE W11H THE ACREAG
/ I • - R=311.80' 3 ZONING REGULAAONS AS FOLLOWS• TOTAL NUMBER OF UNITS/BEDROOMS 44 UNITS
g~ / 1y I 3 I II I it I III III I AL TYPE MINIMUM P A~ OOR AREA: 22,238 S.F. III Pl ANANG MATERI GROSS FL
lNl ~ 18" SYCAMORE 36° VALLEY I GUTTER 1 I it I "
qA ~ i ' TREE PROIECAON ti 4 a FENCE REQUIRED N II I l i II III LARGE TREE -SINGLE STEM f0 (HEIGHT) AND 2 CAIPER 1• BUILDING LOT COVERAGE.• 0% EXISL, 9.0% PROPOSED III MULA-STEM 10 (HEIGHT
Q~ ~ ' (TYPICAL) EIP~ ro ,;.~I 21111 8' HEIGHT AND 1.5" CALIPER I III 2. SMALL TREE BUILDING HEIGHT 1N FEET AND STORIES• 28 (2 STORY)
~ ' P°~ ~ ~ Q 3 3 3. SHRUB 18 (HEIGHT), EXCEPT AS PROVIDED III UNDER SECTION 9-4-267(a)
N F i q S• V ~ Ill / 1 I C - V I ~ IV TOTAL NO. OF PARKING SPACES• 49 SPACES I I ~ INCLUDES 2 NC
SECRETARY OF HOUSIN ~ , R-4- f w ~ i' l i e I I V AREA INCLUDING ANY DRIVEWAY ( ) I I u B. NO PORTION OF ANY PARKING ,
ENT . ~ ~ r I ~ 3 I AND URBAN DEVELOPM W I I PARKING SPACE; DRIVE AISLE OR TURNING AREA, SHALL BE LOCATED REQUIRED PARKING = 46 SPACES I MORE THAN THIRTY (30) FEET FROM AN ON-SITE SMALL )REE' OR MORE
~ i ~ D.B. 1 B84, PG. 303 m J Q ~ f ~ e l I I I THAN SEVENTY-FlVE (75) FEET FROM AN ON-SITE LARGE TREE: REQUIRED HC PARKING = 2 SPACES
~ m III ~ 3 M.B. 22, PG. 27A/8 z ~ ~ / ~ ~ III 3 ~ ~ III 3 FOR PURPOSES OF THIS SECTION, THE MEASUREMENT SHALL BE OSEO IMPERVIOUS AREA: 32,979 SQ. FT. III E OF THE SUBJECT AREA TO THE CENTER TOTAL SQUARE FEET OF PROP I FROM THE FARTHEST fDG
~ 3 / ~ I I II ZONED R6 q ~ III ~ ~ • _ O z o ~ III OF THE BASE OF IHf CLOSEST QUAUFI7NG IREf. IMPERVIOUS AREA FOR PARKING AREAS: 17,444 SQ. FT
0 0 ~ ~ / Q ~ WI III I III
~ o Q ~ 1 W i~ 1 III ~ Q ~ • C. SITE PLAN APPROVAL FROM THE RESPECTIVE EASEMENT HOLDER SHALL CURRENT ZONING: CG I III APPROVAL OF ALL ENCROACHMENTS, AS SHOWN. BE CONSTRUED AS ITEM 1.D.
I ~ o W 1 ~ II III a mQ~ Q.,I I ~I ON THIS PLAN. (SEE NOTE ON ) TAX MAP: 4677.14 PARCEL NO. 71090
m ~ - ~ ~ / ~ ~ a a ~~m 3 III . k ~ e?~I 3 I I II I D. THE FOLLOWING VEGETATION MATERIALS, AS LISTED BY COMMON NAME, SHALL
O ~ Z Q / ~ r N c~W2 I I III I ~1 ~ I h Q C5 ?ayl I I III -FlVE' 25 PERCENT OF THE TOTAL CONSTITUTE NOT MORE THAN TWENTY ( )
N ~Z / 2;~ Z2 huh I ~ I III o - ~ (ham / 4 c r:: Q ~C T h UI 4 III ~ REQUIREMENT FOR THE SPErdfIC CATEGORY
y ~ ~ Z ~ J e 1 III ri1 ~ z Z V I III 2 ner o es~ I ~ GORY - m ~ A. LARGE TREE CA TE
• WOODS o J o, Q I I II in Q~ mll W 3 C rn v, V I III \ a _ p RIVER BIRCH 1. CONTACT N.C. ONE-CALL (1 800-632-4949) TO HAVE ALL UNDERGROUND ~ Q
430E EXISflNG TREES ~ III Z A REMAIN ~ ~ ~ a y I C III m UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING I Q' ~s -
• A ~ ~ 300E TREES TO ~ O e II 1 I ' o D N Q o ~ ~ ~ ~ ca C _ ~ o ~ ~ ~ ~ ~ ~ ~ ~rl l 1 III I ~ W 2~$ ~ 8. SMALL TREE CATEGORY TELEPHONE U1)11TlES SHALL BE INSTALLED UNDERGROUND. ~ ISTOCRAT PEAR 2. ELECTRIC AND I ~ p ~ ~ ~ AR
A ~ Q~ ~Q N a ~ ~ ~ III I ~ • o _ 3~ ~ VIII a i III I ~ ~ ~ ~ a 4 BRADFORD PEAR U1RED IMPROVEMENTS SHALL COMPLY WITH THE CITY OF GRffNVILLE
C ~ ~ N J ~ NII ? I I 3 ~ ~ p ~ ~o W CAPITOL PEAR, AND 3. ALL REQ DESIGNS AND DETAILS AND )HE MANUAL FOR THE 19 \ U i N Z MANUAL OF STANDARD I Cti ~ l~ ~ ~ p CLEVELAND SELECT PEAR DESIGN AND CONSTRUC710N OF WATER AND WASTEWATER SYSTEM
O 2 NW1 ~ ~ ~ II U m O z• wArEx s~xHC~ III w ~ I ~ ~ p ' N NVILLE U71LITlES COMMlSS10N. U ~ $ ~ EXTENSIONS FOR GREE
~ w w lu v ~o O ~ w ~ . o r 2B~ ~ I ~ ~ " O .EVERGREEN SHRUB CAI>=GORY - J ~ U C 1N 'ZONE AE' AREAS WITHIN THE 1% ANNUAL
• ~ ~ N 50 RIPARIAN BUFFER AND O ltJ O IMI I C o ~ ~ III I ~ I ~ ~ OJ Y RED AP PHOTINIA 4. ThIS PROPERTY 1S LOCATED WITH I J ~ CHANCE fL00DPLAlN (100 YEAR FL000), HAVING A BASE FLOOD ELEVATION OF
50' GREENWAY EASEMEN W ~ ~ ~ ~ .r'i 1s" I V Z OF BANK ~ ~ e ' ~CAMORf I I FROM TOP O ~ ~ 2 (1rPicAL) I I I V Q ~ ~ .2% I I E. NO LARGE TREES TO BE PLANTED WITHIN UTILITY EASEMENTS. 54.2 FEET TO 56.5 FEET (NAND 88)) AND SHADED ZONE X' (AREAS OF 0 D " C ANCE fL00DPLAlN W11T!
' I M.B. 64, PG. 68 ~ Q . W ~ I I I M O ANNUAL CHANCE FLOODPLA~N; AREAS OF 1% ANNUAL. H I I O
o~ ~ III ~ e z 81 k - ~3 ~ ~ c III I AVERAGE DEPTHS OF LfSS THAN 1 FOOT OR W1 iN DRAINAGE AREAS LESS THAN ' F. DUMPSTER COMPACTOR SHALL BE SCREENED ON 3 SIDES IN ACCORDANCE 1 SQUARE M1LE;• AND AREAS PROTECTED BY LEVEES FROM THE 1% ANNUAL III /
' ~ o y; m I II TH SECTION 9-4 268 (h1 OF THE GTY CODE. CHANCE FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER I ~ ~ 3720467700J, EFFECTIVE JANUARY 2, 2004.
I ~ ~ 17.5' 10' ~ Z I V ' ~ 4 iZ5' 26' r` V I w1 1 ' D Q o II I TERIALS HAVE BEEN NOTED INCLUDING _ Iu G EXISTING SUBSTITUTE VEGETATION MA NGVD 29 + (-1.15) -NAND 88
. Z ~ y °0 II I ~ I o ~ k ~i III THEIR SPEGfIC LOCA710N(S), TYPE(S), AND SIZE(S). III
I ~ . ae ~ III ~ ~ ~ ~ ~ ~ III I DIECIED FROM SITE 5. SOIL EROSION AND SED1MfNTAAON CONTROL PLAN APPROVAL BY THE C11Y III I H. fxIS1INC SUBSTITUTE VEGETATION MATERIAL SHALL Bf PR
. - ~ ~ II. ~ ~ ~ ~ ' WITH SEC. 9-4 265(FJ ENGINEER REQUIRED PR10R TO INIIIAAON OF ANY LAND DISTURBING ACAVIIIES DEVELOPMENT ACTIN1lfS IN ACCORDANCE III
Cn i III I _4, ~ I ~ R / • 1 III r ~ I III 1. NO LARGE TREES TO BE PLANTED WITHIN 6, STORMWATER MANAGEMENT REQUIRED.
2 ;a, ~ 8) 8"X6' TTdcV SANITARY SEWER OR WATERLINE EASEMENTS.
• - m µ%~5 6• PVC & BEARINGS FROM TO ® , ~ ~ I WATER I ~ & RRE HYDRANT 7. NEFUSE COLLECTION BY PRIVATE CARRIER. I ~ NOZ. ELEI! 58.0 a PARKING LOT AREA TO 8E SCREENED IN ACCORDANCE WITH SECTION
® MAIN N0. A 1 -4-268 L 9. PARKING AREA SCREENING SHALL BE INSTALLED WITHIN 8. ANY UNUSED DRIVEWAYS SHAM BE CLOSED 1N ACCORDANCE W11H ' I9 9
N 4852'11" W 24.04' ~ III 3 I V X , r . / D N 58'12 44 W 73 68 ~ A III 36" VALLEY 1 A 10 FOOT AREA ADJACENT TO AND EXTENDING THE FULL STREET S/Df CITY OF GREENVILLE'S DRIVEWAY ORDINANCE
~ r 82.35' D ~ GUTTER I N 529 41 W ~ z ~ 1 I WIDTH OF ALL PARKING AREAS WHICH FRONT A PUBLIC OR PRIVATE BL1C WORKS, STREET MAINTENANCE STREET. 9. CONTRACTOR SHALL NOTIFY PU ECTIONS TO EXISTING
, r N 5470 39 W 64.38' ~ m 24' CONCRETE III I ( III DIVISION 48 HOURS PRIOR TO MAKING CONN ( FEET CLEARANCE MUST BE MAINTAINED AROUND ALL F1Rf K. MINIMUM OF 3 STORM DRAINS LOCATED WJ1HlN PUBLIC STORM DRAINAGE EASf-
N 53 37 50 W 90.93 ~ CURB & GUTTER I I III II RANTS !N ACCORDANCE WITH STATE BUILDING CODE HYp MENTS OR RlGNT--OF-WAY.
21.13 I m ,15 I N 68'5433 W I R .l 3 I ~ ~ ~ r , xJ N 43 36 05 W 47.53 ~ \ ~ REMOVE I~ f0. THIS SURVEY 1S OF AN EXISTING PARCEL OF LAND.
, r r \ .o• ~ ~u,~ I 1 III N 325131 W 23.40 ~ Q oQ I II
~ WEItAND AREA ~ III • ~ LLED ~ 1 ~Q~ 1 TO BE Fl ~ III III 11. APPROVAL OF SITE PLAN DOES NOT CONST]TUTE APPROVAL OF SIGNS.
K~ (D.10 ACRES) ~ ~ Q 1 I III A SEPARATE SIGN PERMIT IS REQUIRED. I .
~a 75 ~ u ~ III I M, ~ ~ . ~ ~ II, ~ III I III n s' AGE FOR HANDICAP PARKING u~reme 12. PROVIDE ALL NECESSARY SIGN
N/F . 50' M.B.t. III III I - II 13. PARKING LOT SHALL BE STRIPED 1N ACCORDANCE WITH PLAN.
- ~ / 1 III I o m DAVID L. SHARP AND WIFE, Po D ELECTRIC o ~ III I V REQUIRED PARKING: IV 1 SPACE PER UNIT, PLUS 1 SPACE PER 2 EMPLOYEES TO BACK OF CURB UNLESS OTHERWISE NOTED.
PRO ~ 1 JANE R. SHARP E EMENT ~ ~ III I V = 2 SPACES 14. ALL DIMENSIONS ARE IV 4 EMPLOYEES/2
DB 1301 PG 126 44 UNITS = 44 SPACES 15. CLEANOUTS LOCATED 1N PAVED AREAS SHALL BE INSTALLED WITH A SEWER
/ ..S 1 ZONED RA20 _ ~ ~ , 3 I TOTAL SPACES REQUIRED = 48 SPACES CLEANOUT BOX SET TO FlNISHED GRADE AS SHOWN IN GUC'S STANDARD
P~ ~ ~ ~ ~M Q ~ / PP V i ~ E -OHE E~ - OryP--7=- HE- - OHE - -OH - - AHE E ~ AA I M I DETAIL OWG NO. S-3.
• i ~ i ~ --~f~ H i ~ i~ E V"V '~A I 16. PAVEMENT SECAON SHALL BE 2" I-2 ASPHALT WITH 6" CABC. iE 1 " L/
.E ~ ~ BU Y A TFL. ca Tv 1"~\~J 17. CITY OF GREENVILLE DRIVEWAY PERMIT REQUIRED.
A PED. PED. I .DH ~~ONE~`~ ~ ~ ~ ~ ~Q 1 \ ~ M. OFF- INV. 52. it 18. ELEVAAONS AND CONTOURS SHOWN ARf BASED ON NAND 88 DAlU
~_,-OHE~' ~ , u , ~ ~ - - - - ~ - - - - r% 511E BENCHMARK USED FOR VERACAL CONTROL: NCGS MONUMENT MALL, _ wne
- - _,-oHE-' S 41'18 05 W 235.38 (CH.) ~ ~ - - - - _ _ _ ~ ~ ~ INV. 51.63 36" CMP~ - - - - ~ ~ - - - ~ - - - - ELEV. = 74.18 FT (NAND 88).
PP ~.~~-ONE-'" - _ ~ f - S.LP. EXIST. SSMH R=38 ~2. ^ " 0, E \ - _ TOP 52.35:.. ~ . . ~ S 02J41p1. ~ ~ ~ PREMIER GROUP PROPERTIES, INC. 19. NO PERMANENT SIRUCIURE(S), INCLUDING BUT NOT UNITED TO SUHD1N510N ~ ~ ~ 401 CHATHAM SQUARE OFFICE PARK UNIT B SIGNAGE, FENCES OR STORAGE BUILDINGS, SHALL BE CONSTRUCTED OR
~ 35.73' , ~ ~ _ _ _ _ _ - - fREDR1CKSBURG, VA 22405 - - - - - - _ - _ _ _ _ _ LOCATED 1N ANY DRAINAGE EASEMENT WITHOUT PRIOR APPROVAL FROM
_ ~ 15' ELECTRIC EASEMEN , , - - - - - - - . PHONE: [phone] CI TY OF GREENVILLE PUBLIC WORKS DEPARTMENT.
~~,~d M.B. 64; PG. 68 ~ r. I _ - _ _ _ _ _ - - - - - EXIST. 8_' ACP WATER MAIN- - - HEREON WAS DELINEATED BY RIVERS AND ` _ _ - 20. THE WETLAND BOUNDARY SHOWN OClATES 1NC ORA WING
I _ _ -W----W----W----W- W W W- -W -Y - - - - - ASSOCIATES, LNC AND SHOWN ON RIVERS AND ASS , -W---.-W
$ 2 -W N0. D-333-Y ENIIREO "WETLAND DELINEAl10N, DAYS CONSTRUCTED , Ve o r' SUITES OF GREENVILLE, LLC" DATED JULY 18, 2005 AND
' AFFORDABLE - CER7IFlED 8Y THE US ARMY CORPS OF ENGINEERS ON OCTOBER 7, 2005.
R=3869.72 I DAYS CONSTRUCAON
PO BOX 2789 21. HOTEL, MOTEL APPROVAL FOR LIMITED STAY ONLY AS PER GRfENVILLE CITY PAWLEYS 1SLANQ SC 29585 CODE.
I ~I PHONE: (843) 222-?293
I y I nl'~ REVISED 1/27/2006 PER DWQ COMMENTS
- - - - - - - - - - - - _ - - - , - REVISED 12/12/05 PER CITY OF GREfNNLLE REVIEW COMMENTS
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u~vERr ~I~ aox c ~ _ z I~ ' ~ C~~lte~ Engineers
~I~ 107 East Second St. P12nneTS
~I - - - _ _ Since Greenville, N.C. 27858
_ - - - - 1918 [phone] Surveyors
- - ^ soN A vE - - DICKIN HWA Y 13 US HIG • SITE & UTILITIES PLAN
100' PUBLIC R W, PAVEMENT WIDTH VARIES) G e erences" GRAPHIC SCALE -
_ CANT Af~AB ( ~ ROQDWA174 AAD NOIM-Bf~4 a s ons ruc Ion
INCLUDING FlLL, NEW CONSTRUCAON, ~ ° 15 Proposed Large Tree NO ENCROACHMENTS, 0 15 ~ ~ ~w D.B. 2005, PG. 60 D.B. M-46, PG. 380 o reenvi e
,.,nr.,inu u,~~m,cuc~~m gun nTNt:R nFVF10~AlENT$ 111 O.LT. 13D1. PG 126 or a e ui es
JUQJ /AIY r1AL rmrnvr~m~n SHALL BE PERMITTED UNLESS IT HAS BEEN DEMONSTRATED M. B. 22, PC 27 & 27A
Q Proposed Small Tree THROUGH HYDROLOGIC AND HYDRAULIC ANALYSES PERFORMED HUNTER P. HANNAFORD M.B. 26, PG. 90 DATE NOVEMBER 28, 2005 CITY OF GREENOLLE, PITT COUNTY, NORTH CAROLINA IN FEET) M.B. 64, PG 68
IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICE THAT CEL DRAFT STA SCALE DRAWING NO. SHEET 1 inch = 30 ft P17T CO. TAX PARCEL 58806 SURVEY 3
Proposed Shrub THE PROPOSED ENCROACHMENT WOULD NOT RESULT IN ANY & MONTEZ BURNEY, ETALS, INCREASE IN FLOOD LEVELS DURING OCCURENCE OF THE BASE ESTATE FILE 91, PG. 407 " = 30' W - 2863 OF
Parking Area Screening FLOOD. SUCH CER77FICA7ION AND TECHNICAL DATA SHALL BE ZONED RA20 PRESENTED TO THE LOCAL fL00DPLAIN ADMINISTRATOR. DESIGN STA CHECK FOT

1/2" Expansion Jplnt
• STREET RIGHT-DF-IYAY OR AS NOTED ON PLANS '
s• • `o•
Frain ~~b e, Grata, & Rood FlRE HYDRANT, PUMPER N022LE TO BE PERPENDICULAR 70 STREET
' Dewey Bros. CH-BN-2001 NOTE;
Type "C" ar Approved Equal. GENERAL NpTk~ HYDRANT TO 8E PLUMB. IF ADJUSTMENT SS NECESSARY AFTER PRESSURE TEST,
Back of torte Mortar"Joints J/2"~tf/8" 7filck. N Class AA concrete to bo used ` ~ EIEVaTIO,v AS RETESTING MAY 8E REQUIRED BY CUC.
The pouring of floor slab !o b8 accomplished ~ SHOHN ON PLAN VALVE DOX SHALL NOT BE INSTALIEQ IN GURU & GUTTER,
X ' b formin • ` N 8" B " Y 9 D 8 Af! catch basins aver 3 :G In depth shall be ECHANICAL RESTRNNT OEIICES INLL
provided with steps 1-2 on centers, Steps x ~ OT BE ALLOWED 4N THE PIPE ~ ~ CpNNECTICN TO THE HYDRANT BASE,
y steal! be !n accordance with S~CJ, Nt). 25,12. ' Concrete brick may ba used In lieu of clay ~ ~ FlNISHED GRADE
x brlckl Jumbo brick will be permitted.
For & =0" In height ar less use 8" wall. Over D 8-0 In height use 12 wall to 6-0 fiam f/2 Expansion Joint 1/4" VARE MESH vALVE Box
X toP of wall, and 8" wall for fho remaining Frame, Grate, and Hoad ~ 13~,;:~,
S-0". Std. 2503 rb and Gutter Leave weep hales as directed by the en loser: Std. 20.01 5EOIMENT CONTROL STONE' PR0V3DE S7 ~ ~ :h't~;
~ g Plan w 'c 'b ;D.'ci:4•• SHALL BE N0.' S OR NO. 57 CRUSHED sioNE ~ I, •o',' • •d:'. • • • • ~ aROUND x~EP HOLES ~ c? ',p,.• AND SHALL B£ pAlD POR AT \ ~ GcKEO HYORANr
• Section - XX :c p, • TH£ CONTRACT UNIT FRlC£ rEE
~ .a : PER TON "SEDIMENT CONTROL SLOPE ToP of '°p • ••o' ' CJ. " CONC. 70 PROVIDE Fi STONE DRAINAl~ FROM
' •P : :G ? 1 .v. :D.' W!R£ MESH SHALL B£ HYD, oRAIN. ~,Ir°°'i
_ ~ r„'. • ~ t ~ ~ . p HARDWARE CLOTH 23 GAUGE MlN :.=":a'~ t~=,.~~.~, :Ir.~ CONCRETE aLOCiuNG
~ . g' " N ~ t3 ~ ~e •.a• b • AND SHALL HAt~' f ~ INCH MESH ,~i rn: ~+t~~w;?''. :f.,:; ' G~ OPENINGS. UNFORMED CON g C,
dab ,pt R v° te, as " " tp ,M. ,yy ~ S a • •d TOP OF iNR£ MESH SHALL 8£ _ I~ 6 GATE VALVE
8 8 8 $ee • °o A MINIMUM OF ONE FOOT ~ BELOW .',a,'. TN£ SHOULlJER OR ANY
" " : ~ _ 8 8 ~ - uy%' ~ : ~ "•o' ~o' • DIVERSION POINT:
G ~oo,~.• : ~?:.fl•:: c?.'.''•:° STEEL POST SHALL B£ 5 FT; FIRE HYDRAM' ,a,.,: a, ,.,a,.,: 0.0.6: INSTA~.LATION o • : a • ; ~ !N H£ICxr, D£ rNSrALL£a
~ G ~ C ~ D x N1S r,5 Fr; D P (FOR AREAS WITH CURS AND EE MINIMUM, AND GUTTED)
AU7LfT' 0 D MAXIMUM POST 8' 8" MAXIMUM POST SPACING 4 F7: BE OF TH£ S£l.~ fAST£Na"R (W-4~ Nor To scuE ANGLE STEEL TYPE
, xn WOOD PO5T SHALT B£ 6 FT
i ? v !N HEIGHT, BE INSTALLED MINIMUM of 25' PROM 70P OF SLOPE OR FLUSH TYPE
End Elevation Side Eie olio 6" !a" ~ TO 1,5 Fl: DEEP MlN1MUM, EXTEND TO R/Yf WHICHEVER JS C•ftEATER, aEANOUr ' 70 BE DETERMINEfl AFTER ANAL DITCH CAP TO 8E " AND B£ 3 INCHES IN DIAMETER; PAVEMENT GRADE HAS 8EEN ESTABUSNED INSTAU,ED
S..c ion - YY y._...~,,. GENERAL N0~'ES; Where 30" To 36" P/pe is Used Where 42" To 54" Pl a is Used 1/2 RAD• P05T SPACING SHALL BE' I~ I
' p Contractlort dolma Shall Be a Secffon_ - JJ 5ect~afa MM ,s~ ~ At !D A MAXIMUM Ot" ~ FT
lnter?al~ Except That a 15 Spaclnp ,Vey 8e Used ' ! R• 1/8' RAp• SEDJMEN Khen a Machtno rs used or YA~ca satlsfactay SLppart . e • CONTROL STONE SEDlMEN ,
Far the Food Font Con Be 06totne0 K1tAout The Uae , . DI Tenrpldtos at 10 intawJa Joint SpacTaq flay Be ~ • ~ • y ' ; CONTROL STONE g" 2+ MWN TYPE GoNNECnoN COMMENTS
Altered 8y The E"ngbteor To Prawnt Uncatbdlad ~ a ! ~ ~ . ~ , ' ~ 1- E Craak7rtg• . ~ . } ^'6" ABS TRUSS TAPPING IN ACCORDANCE S4fTH THE MANUFACTURERS SADDLE RECOMMENDATIONS. MINIMUM 4' OF ><57
.1 ~ Canhactlon Jalnta May Bo lnata8ed By The Uae Of STONE REQUIRED UNDER AU. PIPING. 3`-5' DEEP OR AS SNOYM
E TamAlates tk Famed 8y Other Approtrod Methodx iSfiere , PVC TRUSS GASKETfO IN ACCORDANCE N1TH 'THE MANUFACTURERS SEE NOTE 2 & 3 ON PLAN AVERAGE BOX tiyyg RECOMMENDATIONS. MINIMUM a' OF d57 BELOW,----~.-
Su ~~~te Ara Not formed $y tomptataR A Minimum 24" CONCRETE CURB AND G Oop Of 1 1/2 Shall 8e 0btakred UT DIMENSION VARIABLE S70NE REOUIREO UNDER ALL PtPoNG. FILTERED GASUeTED IN ACCORDANCE 1H7N THE MANUFACNRERS
All Contractkvt Joints S+rap 8e F9fed with ,klnt WATER PVC SDR W~ RECOMMENDATIONS MINIMUM 4" OF x157 sr~'~r~Q~ S70NE REQUIRED UNDER AIL PIpiNG. ~ , ; .
Fs/er. 1/B' RADW dWNT SEALER B ~ It "
k U J Expanslut dolma StaA Be Spaced At 90' lntaval& 1/8 RADIUS M~ And Adlocartf Ta All Rlpkl Ob~bcta• SURFACE ~ L PEES a. ~7''~' ,a a.' '.•q MU rl-DIRFCr14NAL FLOW vA , ; , ~ STUB OUT t PAST tYYE ' "
SCN 80 PV G ' „ 22-1/2' BEN + ADAPTOR COUPUNC
A!! Curfl wtd GLttare Are To Be Poared with pass A Canasta (3000 PSi) , , _ j ~ ' + ''t) ~SCN,' ~O PVC DwV SERER S S. it CH D w T 1
flexaWa fame Are To en Radlr !s ' . ~ . ' ~ ~ ~ t Be tl8od iHt 'w + ' ~ . ~ ' SERNCE PIPE AT iX M1N. ~ CAA 1 ~ • •,4. ' , : GRADE, ASTM D- 5 II(~ '4 ~ ( 266 , D-1785)
Less 1 . ' , . ~ ~ " . • Than 200. ~ ~ . • " 2) INSTATE f JCSNT OF OIP , i a 22•-1~2, ~ : , • CENTERED 4N QITCTi, IF N T ,
- Plan Pla ; „ ~ r• COVER IS USS THAN 24" ~
1/z• . r~ • • X57 STONE TO BE INSTALLED ' 3} SEANCES H1TH LESS TH ' ; aN t2' UNDER SERVICE P;PE
• SEE'A80VE CHART OP DEPTH BELOW DITCH BOTTOM , ' + ARE NOT ACCEPTABUi 1'ATHOUT ••d
' . ~ ' ' PRfOR APPROVAL :
~ x N>S '
~ ^ PVC SANITARY SEWER SEWER SERV
V U R ICE DETAIL FOR AREAS WITHOUT CURB AND G
N1S UTTER FOR MAINS WITH A MAXIMUM DEPTH 0 '
DIMt9VS10NS AND QUANTiTlfS FOR 8RlCK CA1i~t BASiN • F i2
DlMINSIONS OF 80X AND PIPE COy}}T RDNfORCEi1llFXT CUBIC YARuS OF BRICK MASONRY " PIPE SPAN INOTN IND7N SPAN A'CN NDAHT DIMENSIAYS 8AR5'-U BARS-V BARS-w TOTAL CONGWE7E !,I 80X N' PIN Fl; s" te• `S_2~ N07 T'0 SCALE
D A B C G MIMX' N' E f NO G N L 0. L LB.£ TOP SLAB FLOOR TOTAL CU. ~ Nt3GYtT 6" 18" 6"
YDS 0.181 0.281 x802 0.321
. 2-f0 6.281 0.281 0.909 A80VE • S~ \ , GENERAL NOTES:
MIN/MUAt H' ~ + ' 24 3=4 _ _ - 0281 0.281 L070 ~ ' ~ ' ~o . .~^U ~i.4" " y I JI I " ~ 1 " 1 " I • nl ~ + . + t j
J1/ 3 z A 1-10 4-4 4 t-6 3 4-f 3 4-1 45 0.147 0.74 0.521 1,306 + !MORTAR JOINTS 1/2"~ t/$" THICK CLASS "AA" CONCRETE TO BE USED.
36 -10 3-8 R 2~4" 4=4" 4 2 ~D" 4 4~T" 3 4~1" 49 0.187 0.415 0.602 1.588 0.321 + ~ + , ~ i ' • + , ' • + ~ `0 .8. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY
42 4 5 4 -4 g 2 =1` .3 =6" 4 1'-9" J 3 ~3" 3 3'-J" 38 0.135 A801~£ ~ • ~ • ~ ' + + 0,373 0508 1.811 VAR'ABIf AS DJRECTfO BY pVgNEfR FORMING. (1D ALL DROP INLETS OVER "
2 8 3 6 2-6 3 3 3-3 40 O.J73 0.410 0.583 2146 3 6 IN DEPTH TO BE
24~ G'aO~C SP1LL/ G`Uf~9 SJ~~CIAL. GAT TEA PROVIDED WITH METAL STEP.; ON 1'--2"'~ CENTERS. STEPS SHALE. BE IN ACCORDANCE .WITH CITY STD, NO. 25,12
~ NIS 1 CA G$ 4'x 4' C CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK.
~'s~ ul/ ~aV l IIQf JUMBO BRICK WILL BE PERMITTED.
J8" 18'
SEE PLAN fA4
\ \ \ \ \ ; , ~ PIPE S+1£S WN, `A' D!,<L 'B' TOP W 4fRT JHROAT EL PDND S1F1:L PDST N AND LOCAAQVS fi00R
PLAN ,r a` a=a• ~9.D ar•a Aso
E ,~5 RfBAR , iNRE FABRIC
3" 9 " BARS "i'/" E tl ON G,'AIR5 ~ ° tl ARS V' 6 il8 t7 ALLY SPACED (1YA,~ : • o ~ • . ~ El7UALLY SPACEO 5=0" 5_0" a• 4. ~ • ~ ° • , • : e ~OtrXlllE ~ABf~C
S a . a ,a. a•, ~ SSlO~ TCW F1fT: ~ PLANS AS SHONN AV ALANS
3' 6" 6` e' e' e" 3' TA11PfD BALTfiTLL . , . • ~
~ Q FtoW R R ~ +t • ' r GROUND UNf
st;cnoN ~ 8" UNLESS 1 OTNERPrfSE 71fR0AT ELEV. AS 8' UNLESS THRDA7 ETEU. AS
~ 5-0" I " NOTED 5NONM Q4 PLANS No1z•D~~ SNONA' AV PLANS BURY fAr~C 6 lAlN.
BOX CPf1J DN 3 S74ES
• - flan ~
S ~ Curb And Gutter w/ Catch Basle On Sfoep Q•dde PRONOf EXPANSION TEMf'pRARY S1L7' FENCF >
Plan_ Of Top Slab _ + JOINT AT M!D-!£NC1N Use On flat dodo 2'i And 0ndar ~ > NTS
E
,~4 BARS MVO /8 BARS "W" •
~'4 BARS U ~ 3,0" Depressed " otter Ln, -0 . j:. ALAN m
SEE PLAN FDR ~ SL'E PIAN FCR
. ~ _ Elevatio C ~ ~ PIPE SAS
Norma! Curb And Gutter Or Light Groda N7S SECTION A-A SECTION B-B
Section RR Normal Gutter L&re
Uc ~r c
~ BAas "u" ~ t N15
" EOUAILY 3" ~ Usa On Grddo Zx ~ Ard Over 3 SPACED ~

'li ' a 5=0" R~S~RU~D
~ 12 Depressed
PA~~IN6 Section - SS ~'e Gutter in. z"-3" 2"-3" COARSE so,
vaflon AGGRE Norma! Curb And Goiter On Stoop Grade AGGREGATE
' Nor~• ~ tttap ti •
SIGN TO MEET ALL STATE w CAS ~ or erg
LOCAL AND ADA REQUIREMENTS
~ : e A •s~; 9 Engineers „ ~ S~nl. : • 107 East Second St.
SIGN CLEARANCE FROM 1gN1SHED 2r~ 6 Q i s c Since Greenville N.C. 27858 Manners ti ~ Z$425 ~ Isis I.:.
GRADE TO BOTTOM OF SJGN C g [~A' n ,.~y~ (252} 7a2 4135 ~UrVB~OrS
x tr NiS SHALL BE 7 F7: S~ R7 8E r~J ,,GIN,, 5~,• DE ~ ~ e~,, ra Ls
NOTE: S~GNAGE TO BE FURNISHED fh, r, o~„~ gu A~ t~,S „ ~7ffl11111{Slnt ~ ~ o1I~ y /y
' AND INSTALLED BY OWhlERI aI 1! u` 10l?
- ore E "
MPORARY GFI,4 VEL ui e~~ v reenv~le
DATE NOVEMBER 28, 2005 CITY OF CREENMLE PITT COUCONSMUC770N ENTRANCE
t I HAND/CAPPED PARKING SIGN I N7S NTY NORTH CAROLINA
NTS SURVEY CEL DRAFT STA SCALE DRAWING NO. SHEET
DESIGN STA 1 = 3o' W -2863 3 CHECK Dr OF 3

3 LAKE ELL5WORTH SUI~DIVlSION / r roston on ra easures~
. ~ " SECTION ONE ~ / ~ • on8 rtlc con uen e• 1. All work will be done In accordance with the C1ty of Greenville Erosion Control Ordinance.
M.B. 22, PG, 27A/e N/F / No land disturbing acflsdty beyond that required to Instal! the appropriate erosion control measures
SEAN CORCORAN The protect consists of constructing a ilmfted stay motel may proceed anti! measuros ara inspected and approved by the City of Greenville. Coll 329-4467
N/F AND ~n~ PA TRlCIA S and a parking lot wJth storm sewer, electric, telephone, to schedule an Inspection. gas, water and sanitary sewer service. 2. Following site clearing, all storm drainage culverts and structuretr shall be /nstoiled. Rock
ALLI ANDY SON A. CORCORAN A Inlet Sediment Traps shall be placed around all drainage structures to coNect surface runoff and
ND HUSBAND Fiq oe 1s9z, PG 284 REX SA / Contractor must schedule a preconstructlon conference with the control siltation and release wafer at a gradual cafe. Ail easements outside the parking tot where eros/on control officer prior to inJtlat/ng land disturbing activity. storm pipes ara Installed w1U be graded, seeded and mulched
M,B. 22, Pc, 27A B / NDY / ~ ~ De 94 ~ 3 Parking lots shall hasre stone base placed on them for sfabillzotian and shoulders shall be
ZONED R6 . % ` 1, PG 561 ~ ~ 1 hf.8. 22, PG. 27A/B 1. Gonstntction and implementation of appropriate J week seeded to stablgze the so1l. Seed bad preparation shall be conducted according to North Carolina Department of Transportation Standard Specifications for Roads and Structures {D.O:T.}. The ground
i r J ZONED R6 r:xisr SSMN , , , \ Sedimentation and Erosion Control Measures. surface shall be cleared of stumps, stones, roots, cables, wire, grade stakes, and other materials
, roP 4s.o~ ~ r t that might hinder proper grading, tillage, sesding ar subsequent malnfenonce operotlons. Grades on 2. Clearing and Grubbing 2 weeks the ores to be seeded shall be malnta/ned In a true and even conditlon. 8lalntenance shall Include •
s --i- i 20` UTILITY A EX I IN!! ,1 ""'r ND lS1; SSMH any necessary repairs to previously graded areas. All graded areas shall be thoroughly filled to a
~ ORAlN " `j , ~ M8. 22 S gASfM£NT TOP 558. / 3. Consfruction of Storm Drainage 2 weeks depth of at least four (4j Inches by plowing, disking, harrowing, or other approved methods until the conditlon of the soI! is acceptable. On sites where sal! condlflons are such that hJgh cloy content
r , ~ ~ 31 os 8 _ , r r ! ~ s -mss V,0 • SAN. ~ _i ~ . 7' 4 ROUgh Grading Site 2 weeks and axcessJvs compacfian cause difficulty In getting clods and lumps effectively pulverized, the
i r r ~ c7! Contractor shall use the rotary t111age machinery anti! fhe mixing of the sail Is acceptable and no
, t r t ~ ~ ! EXJST. CB I I t r' ( J i ~ "TOP A l / 5 installation of Utllftles 2 weeks clods or clumps remain larger than 1 1/2 inches In diameter. A firm and compact seed bad /s r7 required and altar beln coded, the seed bed shall be I1 ht! cam acted svith a land roller, such
I I j r t t ~ i~ ~ !NV 55.13 I~ I Y , Sl,22 i t t EXIST. tH i i / as a cu1t1 acker befar~ nil after seed! ~ e olopinltlc a rlcu/tur li estop 6. 6uildfn Construction 4 months p ~ ng. Limestone sho! b d g a ground m s f~ g containing not loss than f0 percent magnesium oxide Lime shall be uniformly applied at the rata of
1 ! ! ! TOP 5.59 , , ~ fXIST1NG H ~ Q' l f J i t 1 ! "a. INS .48 i ?0' l ~r~ ~ o FOC£ ROiy ~ a~ 2 tans per acre. Fertilizer shall be uniformly applied at a rata of 5D0 pounds per acre of
~ f 1 i t t I Me~'nLlr Fes, / r.20 B ARD 'D' mil? 7, insfailatlon of Curb and Gutter 1 weeks f0-2020 analysis. fie fertfJizer shelf be incorporated Into the upper three or four Inches of
I I j ! t ~ s4, ~G sE~i:'NT~ Ij j~ prepared seed bed fast prior to the fast tlAage operation, but In no case shall It be applied more
I t t ~ t I !r ~ ~ S MN 8. Fine Gradin Harkin Lot 1 week than three days prior to sesding. Fertilizer shall bs used immediately after delivery or stored !n a ~ g g manner that will not permit k to harden ar destroy its effectiveness.
+ , ! , , ' 1~? o o.3x I \ Exlsr. ss 1 I t t • , ' i ~ / % 18. / \ >~f TOP 55.18 !p Whoa hy>lraseoding equipment is used for sesding, fertllixer shall be applied slmultaneousiy with 9. Placement of Asphalt Pavement 2 days seed, using the abo?re rotes of appllcatlon. Seed shall be certifred seed or equfvalant based on
I r ~ ! I r r' , 1NV. 51.88 / 18" 0 0,3x~ INV. 48.14 Norfh Carallna Sesd Improvement Assoclatlon requirements for cerf/fTcat(on. All seed shall be
~ / I ~ r 4 T NS CLASS B 4) CB N0. 2 S f 10, Landscaping /Seeding & Mulching t week famished In sealed standard containers. Seed whtch has become wet, moldy, or otherwise damaged prior to sesding wAl not be acceptable. Saadfng shah be accomplished wJth hand plan#er~ power-
+ + ~ t r ~ sPru ~f d t i r r R1P,RAP W/ UNOl~INER x , TOP 55.2 I ~ Several of the items Listed above may be constructed sfmulfaneously. drawn planters, hand packers, or hydrosaeding equipment of the following rates;
t I • + 4 ' I (s ~.5~cr.u3'rlllpc) 37 / 1NY 523 s 4092'05" ~ 16 t ! r I ~ ~ ~ .t t? t ! v, N w ~ `4 / 86.59 {CH) i ~ An anticipated time schedule of 5 months is expected far this project, ,
d~ I ! t t errnenen i c u e
~I'' ! I , I i i ! 1 / iR ! ! ~ t I , t ! t ! ~ ~ ,•J ~
ti~ ~ ! ! , I i ..f ! ~ i Q Seed Bed Praparotlon
Y" I i , I I r ! i l ~ !B Limo - 2 tons par acre
! l ! '1 r , + ! N ~ y0 f1P I l ! 1, ! Nr ! ! 1 ~ w Fertilizer (10-20-201 500 pounds per acre
N/F ! , ! ! ~ o I ip sesding Mixture;
SECRETARY OF HOUSING ! ! + ~ t t { ~ ~ ~ ~ i 1~ 4 t 1 1 ~ } I I H~ ~ p (January J -March 31)
t f ! , 1 ! ~ • I ip AND URBAN DEVELOPMENT ! , ! t • I , ~ I I ! t ! ! (I Common Bermuda grass (unhu/Ied} - 20 pounds per acre •
D.B. 1884 PG. 303 ! ' t ~ ! i ~ .>~1 fir- i i ! , , I I ~ ~ Cg ND. f ,,~,¢~f ~ Ryg (groin! - 25 pounds per acre
! ! ~ ! 4~ ~ ~ TOP 5557 ~f B. 22, PG 27A/B m I I ! ! t ~ ! ~ a ~ a ~ ~ lNt4 528
ZONED ~ i i t N t" ~ I ! ® l V R6 , t o ! ! ' t~ ~ 1 ~I ~ A rli 1 -Jul 31 (p Y )
~ ; ' , + - ° + t ; z ~ 1NSrau Ro CK INLET Common bormudograss (hailed - 15 pounds per acre INSTALL RO Weeping Lovegrass - 5 pounds per acre
! t t I ~ I ; o Il SL'DIMENT TRAP (Trnl t;entl ede - t7 ounds er acre P P p
+ I I + i 42~ ~ ~ (August 1 - December 31)
t 1 , 1 ~ tK I • 1 ! Q mQ~ I la
I I ! 1 i t 1 ~ / ! 4.~ I q , , I ! ! ~ ~ ~ i 55.54 I9 Common Bermuda grass (unhulied} - 20 pounds per care
1 t,N 1 1 0•~ IV 1 ,r,,.....~ ~ ! i 1 5,~ I ~ ~ Tai! fescue - 60 pounds par acre Rye {grain) - 25 pounds per acre
• ~ y i 1 1 •1 1 1 ` ~ h 1()
• rn r ~ ti ,wob s ~ A ~ ~ i i. ~ o~ N I I ro ~ ~ Seed Bad Pra#ecfion:
~ , , ~ 1 ~ u I q v t t 1 1 , Ot1EXISTJ~G TREES ~ ~ • A -c 1 ~ i l ~ ~ 4 ~ q Sfraw Mulch 2 tons per acre (visual)
• q t t I 3 t T?~EES Tb,REMAIN ~ ~ o IV ~ 1 ~ N ~ a Asphalt Tack - 0.03 gallons par square yard
~ 2~ ~ C) ~ w ~
0 1 ~ ~ N n, VI k p ~ ~ 4. Temporary seeding will be done In these areas that are bare and no work done for more than ~ ~ 15 days but !n no case shall the area be left unattended far more than 120 days.
j-- t t i K ~ 1 ~ i I m ! I ~ i ~ ~ N W ~ 81 2 ~ ~ ' ~ W 5 Al! erosion and sedlmentotlon control devices shall be Ins acted b the Contractor offer each v ~ 2 ralnfalL When Ins action reveals the tra to be reduced to 5O% of dasi n ca acct or the device
~ q p A 9 A y U y ~ N to be det<clent in its Intended purpose such as fabrle deferiorafian for slit fences the Contractor
' ~ III N t \ 4 ~ , ' ~ : hn i ( ~ 14 t 50 tRIPARI~fi( BUl'FER ~SND ~ ~ p ~ -.5 a.., Q i 5g,~4 • $ shall restore the device to Its orl inol condition v WD 9 4l U 6. Al! erosion and sedimentotlon control devlcos shall remain !n taco and be molntalned b the
Ut i t 'I ~ ~ 5.80 k II 47 1 I 50 GREENWA EASEME~+j ~ ~ ~ DEPRESS RB .~i5 Contractor until all seedln !s established and construction areas have been sfoblllzed. y 'C[ ~ 9
I + ` ! h~ROM TOP BANK ? \ 4 fOR RAMPS ta" i I ~ a • ~ 1 i ! ~ ~ 1 .~gi SYCAdfORf I , IM.B. 64, P . 68 Z {nprcAC ii " { 7. Temporary Seeding -Seed !n accordance wfth Soll Conservatlan Service recommendations with
I i i ! 1 ~ 4. V I ~ c°a I a , t ~ 41 I ~ ( qo regard to seed type, rote of appllcotlon, fertilizer, efa.
•1, I I \ ~ ~ II, g Ill t I i h s ~ 1, O iI
11 . , t h a\ oil ' l i I ! N , w ,~•i , i~
• , , ~ ~ ~ g ~ II { I t I 10 ~ ~ ~ ~ Zj 'r', ! I rosion on ro rovrs~ons~
•il t 1 , • r~ ~ ~ h , , roVl it t t IQ + ~ I ? 1 , a ~ ~ ~ v 1. No Person May initiate A Land Disturbing Actlsdty 7. Contractor Shall inspect And Maintain As Needed Ail Before Notl1}dng lho Clty Df Greenville Of The Date Erosion Control Desdcss On A Weekly Basis And Alter
II ; • , ~ , , , ~ Z~a~ ~ ~ ,III II That >ha Land Disturbing Activity Will Begin. Each Molar Storm Esrenf. Failure Ta Keep Ail fraslan
, I ! , a r ~ 1 ,9 1 ! ? o N ~ acgN 55 k g lu • II I I t I i i, 1 ~ Sl\ \ 1 ~ z 85.8 I 2 Land Disturbing Activity Beyond That Required To Control Devices In Proper Working Order May Result
2 U ! r6 PY 00.3 ~ h 1 , I ~ , ,ns .I I. , ~ • r o . ~y r IV lnstoA Appropriate Erosion Control May Not Proceed in A Stop Work Order Or Cl~l Penalties Up To Until Erosion Control Measures Are inspected And X5000.00 Per Day Of Violation.
BEARINGS FROM ®TO ® ! ! ! ` t I y~ o r t ~ N>zADY , ~ ` W ,nl 'I ~ ~ t1N. ~ , 1 04 V IV .i' , i t I I t t , t ~ ! , • , ~ , : , ~ `1 T o ~ 5PECIAE Approved By fie Clty. & The City Engineer Reserves fie RJght To Require
N 485211 W 24.04 't"'" t I t I t I - -r ^ , / ~ ~ 1 , ? y i GUTTER I I ScheduUng Ol A Pre-construction Conference With The Addltlonal Erosion Control Measures Should The Plan Erosion Control inspector is Required Prior Ta Or its Implementation Prove To Be lnodequato.
2'44" W 73.88' ! ! I I ! , t t ~ t fLE~ Y / N 587 11 I I. t . ? V ~ li lnitiating Lond Dtsturbing Acfisdtlss. For lnspactlon Cai! 9 Acceptance And Approsml Or Ihls Pion is Conditloned [phone]. 24 Hour Notlc~e is Rogulred• .Upon Your Compifanco With Federal And State Water
N 5279'41' W 8235' i iil i ' i I i 1 ???,A„ ; 1R TURE 3 ~ ~ ?t ! 1 I ? ? ! N 54'1039 W 64.38 ! itl I , ! I ? ? ! ?49.0 so ? , I 1 4. instal! Rock IMet Sediment Traps Around Alf Catch Quality Laws, Regulation And R+rles. !n Addition Local
• ~ ! , SEE OETAlL t~ , 1 sPru N 833750 W 90.93 I ! , ! i ~ I { 1 ) ~E ~:,.~~1.~;,~, y' Basins, Drop inlets, And Yard lnlots City And County Ordinances Or Rules May Atso Apply To This Load Disturbing Activity. Appro?~i 8y The City
N 685433" W 21.13 I I , I ! ~ ` ~8` RCf~O 0.5x ~ }Y. ; i stxF; , r j a Protdde 20' X 50' X 6" Stone Construction Entrances Ooes Not Supentada Any Other Permit Or Approval.
~ t " ~ I ! ~ 1 \ by '~~'yc ~i fir,; .y~n,+a~ tti,;, ~ IV • ~ I 7EMR N 4336 05 W 47.53 ! + • A \ 18' F.Ea~ coqt, nx,;. r; , i » i ~ + , l , "1N4! 4&92~---•" "'hi-?,rtr. i~„f G ~ Rr.._ rv '•,~y~e: A ` 0~ II ~Zt7X5~'~) TEMP. GRAVEL CONST. ENTRANCE As Shown On Plan. (20'X50'X6" THICK) 6. Seed Ot Otherw/se Provide Ground Cover pavfces Or
N 325131 W 2,~4D ! ! ; r,;. - ,'sr's::~~, ye. 03 ! + H 4 TONS CLASS 8 .=w ,i Y; s , ~k; .zr~ i,:~ ? ~ ~ r 5 Structures Suf11c1enf To Resbaln Erosion For Ali
I I ! , - ~ ~~t~.~~~ y r ~ ra, J~'i .'~r. A W~ III I + t r - R1P RAP W 'lINDFRU • t ~ , t + t .'.t?:~.~}„t, r,,~ E 1.~f~%' . ~ t , 561g~ Exposed Slopes IVlthln 15 Working pays Ol Completion Of Any Phase Of GradJng.
! , (B Lx4,51YirL 'B,J~ACX) , 1 •`cn 4 ~t ; >t::,, ~ , ~ t 1 t I I I I ~ ? 'fY`#t}.. r 7ti . ,r S) ~ v9S! ~~a I~~ i~ I 1 t , , co " ~ I I i
, + 1 ti I i..~ ~ 7~ 1 ? t ~i ;s"t?`~~r7 i~~ '.r i 'X i.~~ ~ :,r~;"~ ~ 1 ~ I N ~ I ! ! / 'J ~ ~ ~"'''u,,,~f,Cik'f °«~(t o r~ : ; ~r ,i ~ ~ 5 fY i 4
61 , , t , ' ~ I `r f~.~,~~ t ~t ~r• t ~J h~, ~ ~ X ~ i t I ~ I
DA 11D L. SHARP AND WIFE II + I ' + ~ ~ • I I q
JANE R. SHARP + , ; o . ~ i I I f LEGEND
DB 1301 PG 128 ! I i + ~ ~ . ~ V I
ZONED 0 i ! ' N ~ Sal 53 :;~:,~~~;.,:~~r<<y~l~~ ~ ~o , RA2 ! ~ o r 52 ~ ! 4t ! I t ._.-5 F~y0~. t ~ ~ 56, ! PROPD.'~t,EQ •
+ t t p viii 51 I ~ 1~ 1
I + + + i NE E-- ,..OHE OHE^-- ~ 1$, PPa t t I 0 OHE -^-0l9Ef•-a.: "cU`f OH i1 t t t 1 I~~ ~ t t 1 E 1 Ap I x 72.0 SPOT ELEVATION x ,~y,Q 'o
l i ~ptlE ' BU Y'y4s ? , ONE.
,,,,.~-•^p1\~'T + I , -$1~ 1 \ ~ TfL: CAN ~ CATCH BASIN OR DRCP INLET ~
..-ONE"` i,tl I I r! t 0~ E°''~ tl ' I ~ ~ ~ ~ lNV, _~ori \ tt + tt ~ 52.1 1 ! ! !f ! / n lNV, 52.11
PP ,,.r.-~E~" , , t cp , t - - ' _-___-x_¢1_78 05 _VJ 23_5.38 -~~H~---____- ;,..d's ' ~ ~ ~ ~ ~ _ - = STORM DRAIN
~ , t l t r15t)' ~ g'~/3SMK" - - - - -;.a w..I`,..G` /lNU 5 ,&3'i " " Jc - .r- (tl t + ! r I i 52;3s• ~ ~ ~i w r r .tj(r r «r r w . r Mr ...r..- r„•.1 35 CMP
• ~ 1 llltl ~ I i / ~ ~ ? M" ----55- - _ G / D2341D E 4 1 t t r i t, ~ ~ ~ ~ 55-- - ~ ~ A t , t 1 i ~ , , , - 3513 (Gtl.) ~ 4 ~ t t, t „dam ~ ~ ~ ~ - FA MENT ~ . - ~ CURB AND GUTTER ~ ~
- / ~ 15 ELECTRIC _ SE -r, R"25,00 1 a M.B, s4, PG. 68
a SPILL GUTTER SYMBOL ~
u S 92 -W°' i
cN)
R=3869, 72
I
I i
l I •
eox cv~vERr ~ _ J
i i
i
g ~n sneers ~E S/p .,?r~ 9 ~
4~ N9 .'y ~ 107 Baet Secomd St. TS _ ---__.y ~ Q ~ ~ ~ Pian.ne . ~~A~ ~ Since Greenville, N.C. 27858
y ICKINSON AVE. Us H1GHWa Y 13 C3 t 1918 : + ~ {252) 752-4135 t1rV8~Or8
(100' PUBLIC R/W, PAI/~•MENT WIDTH VARIES) 28426 y .,~c ~P. ~ GRADING, DRAINAGE & rROS10N CONTROL PLAN
G~ N ~ GRAPHIC SCALE 5 Iw•••• (
a ,a At~ov~~,~~ e s at~s ruc pan 0 fb 30 b4 120 W+a+umuin~`
,4ffor~able 5uit~~s of ~reen~i~le
IN S' DATE NOVEMBER 28, 2005 CITY OF GREENKLE, PITT COUNTY, NORTH CAROLINA
1 inch = SD It SURVEY CEL DRAFT STA SCALE DRAWING NO. SHEET
9" 30 W 2863 2 3
DESIGN SfA CHECK FOT OF

, o~
r~ 3 tAK~' ELLSwaRTH sue runs ~ D roN ~ oti m~
- SECr1aN ONE ~ l / SPRING FOREST' RD. ~d
M.B. 22, PG 27A/B NSF /
SEAN CORCDR r 0 b
AN N F AND WJFE PA 1RIC f. SITE DATA: LAND AREA FOR VEGETATION REQUIREMENTS; 2.8 AC.
ALLIS IA SANDY ON A. CORCORAN AND HUSBAND Fio
D$ 1892, PG 284 ~e 22, Pc. z7A REX SANDY ~ A. REQUIRED VEGETAAON FOR LOT;
/B D ~ LARGE TREES: !4 SMALL 7REES• 28 0
ZONED R6 9 941, PC 581 • M.B. 22, PG 27A/B q 0, SHRUBS; 70 0 0 ~
zaNeo Rs EN1ST SSMN , ~ a~ B. REQUIRED STREET VEGETATJON: 0~ P
rOP 49.07 n S~ co tR lNV 1.. 20' U71 f 5~ 0 0~ DANSEY RDAD: ~,V~' 9~ ~5
( ,1# L11Y AND EX1ST SSMH DRAINAGE fASEMEN7' TOP 55,8E ~ LARGE TREES: 8 (8 PROVIDED) ~o s~~ G~~
Ja ~ N "31+ hf,8. Z2 PG. 27 B !N!; 48.06 DICKINSON AVE• 9o Q\
B ~ s' - s f!C .SAN. ~ .1 LARGE TREES: 6 {12 SMALL TREES PROVIDED)
R ~ ar " 24
~ EXIST, CB I / ) C, REQUIRED SCREENING VEGETAAON: (326 LF) BUFFERYARD D f~ / LARGE EVERGREEN TREES: f3 ~
INV, 5513 / j~ Exrsr. N 51'22 ~ SAlALL EVERGREEN TREES: 20
r01' S .59 fX1S1JN6 "3 ~ , ~ ~ ~d a INV, ,48 ?D' HEDGE ROW ~ ~ v' d EVERGREEN SHRUBS: 52 I
DnGIT --~20' BU + , ~ sg P FASf,~fh+ ARD D ~ S~ ~ ~ c, ea r PAO ' ! REQUIRED SCREENING VEGETATION; (426 LF) BUFFERYARD E . .
1 1 ~ LARGE EVERGREEN TREES: f 7 11111 ~
~ 1 • - s ~ SMALL EVERGREEN TREES• 26 j EVERGREEN SHRUBS: 6B
~ Ex~sr. ssM~1 11 ' OP 5518
PRDR 6 SE ~ iNU. 49 f ~ D. REQUIRED VEGEFA]JON LOCATED IN EASEMENTS: e ~8
SERVICE ®1.0~ { ~ ~ STREET TREES ALONG DICKINSON
+ j 37 / j BUFFERYARD ALONG NORTHERN PROPERTY ~UNE TOTA1 ACREAGE /N SITE• 2.84 AC.
R=a' 5 4D'!2 D5 1 ~ 86.59' CH j j 2. ACREAGE 1N COMMON AREAS' NONE
9 { t , q ~ I R~311.8D A. MINIMUM PLANT SIZES SHALL BE 1N ACCORDANCE WI]H THE ACREAGE /N RECREATION AREA(S) AND THE UKE:• NONE
11+ { ~ / y I~ 4 ~!V ZONING REGULATIONS AS FOLLOWS: TOTAL NUMBER Of UNITS/BEDROOMS' 44 UNITS
~ r t ~ L~ { 36" VAiiEY Pl~@~~{G MATERIAL TYPE MGVIMU ,PLANTING SIZE
~ curnn II{ 2~ ro t N E/P ~ { I ~ { GROSS FLOOR AREA: 22,238 SF: J. LARGE TREE -SINGLE STEM JO `(HEIGHT) AND 2" CALIPER
N N/F o t , . { Ili MULll-STEM JO HEIGHT BUILDING LOT' COVERAGE; 0~ EX/ST:, 9.0,E PROPOSED
yC < ' 's. 2, SMALL TREE 8' HEIGHT AND J.5' CALIPER
SECRETARY OF HOUSING - t I ~ iq ` ~ 1 { ~I 3. SHRUB f8" (HEIGHT), EXCEPT AS AROVIOED BUILDING HEIGHT IN FEET AND STORIES: 28' (2 STORY) UNDER SECTION 9-4-267{a)
r a i li AND URBAN DE~EI,OPMFNr ~ ~ ' R 4 i:, ~ ' ~ ~ ? - { z ~I fi TOTAL N0. OF PARKING SPACES,• 49 SHALES B NO PORTION OF ANY PARK/NG AREA, INCLUDING ANY DRI~WAY (INCLUDES 2 HC)
~ ~ ~ ~ I D,B. 1884, PG. 3D3 ~ Z ~ PARKING SPACE, DRIVE AISLE OR TURNING AREA, SHALL 8E LOCATED
M,B. 22 PG 27A B ~ Q ~ I ~ ~ • / a m m~ ~ Q I I ~ MORE THAN THIRTY (30} FEET FROM AN ON-SITE SMALL TREE OR MORE REQUIRED HARKING = 4fi SHALES
• N 2 e m j iI ZONED R6 _ ~ ~ ~ ~ ~ ~ o j {I THAN SEVENTY-FIVE (75) FEET FROM AN ON-SITE LARGE TREE, FOR PURPOSES OF THIS SECAON, THE MEASUREMENT SHALL BE REQUIRED HC PARKING ~ 2 SPACES
' - ~ z ~ ~I li ~ o ~ 81 FROM THE FARTHEST EDGE OF THE SUBJECT AREA TO 7NE CENTER TOTAL SQUARE FEET OF PROPOSED IMPERVIOUS AREA: 32,979 SQ F7:
~ ~ ~ ~ ~ .Wlli OF THE BASE OF THE CLOSEST QUAUF??NG TREE IMPERVIOUS AREA FOR PARKING AREAS: 17,444 SQ F7: .
° ~ ~ w ZQ C. SITE PLAN APPROVAL FROM THE RESPECTIVE EASEMENT HOLDER SHALL
~ ~ BE CONSTRUED AS APPROVAL OF ALL ENCROACHMENTS, AS SHOWN. CURRENT ZONING: CG ' ~ ON THIS PLAN, (SEE NOTE ON f1EM 1.A)
~ n. ~ ~ I a I ~ ~ I{ a { TAX MAP.• 4677.14 PARCEL N0. 58808
, ti o I i i I 0 0 / ~ ~.I I ~ 0. THE FOLLOWING VEGETAAON MATERIALS AS LISTED BY COMMAV NAMIy SHALL , ~ GAVSRTUTE NOT MORE THAN TWENTY-FIVE {25} PERCENT OF 7NE TOTAL
~ o Ili C s~ ~ Q 2 REQU/RIxIAVT FOR THE SPEGFJC CATEGORY: h Q "
~ op ~ WDDOS Ct'1 ~ ~ N i l '1 W ! le~G~ ~ e~. m 4 A. UiRG£ TREE CATEGORY -
~ p ~ Ili m ~ ~ 43D~ ExrsnNC TREES m { ~ ~ n \ • ~ K "~1 \ Q Q VE ALt ~ a RIVER BIRCH f. CONTACT N.C. ONE CALL. (f 80D-632-4949) TO HA
"'1 d a ' I 300 mEES ro NstrlAtN ~ m , o I B ~ 'o ~ 0 0.Q i i ~ I 'Q ,w N ' a o 'Q • ~ g UNDERGROUND UAUTIES LOCATED PRIOR TO EXCAVATING
o ¢ N Q I ~ ~ W 2 ~ $ ca C G - OR TRENCHING Q ~ B: SMALL TREE ATE ORY
~ W ~ ARISTOCRAT PEAR ~ ~ ~ 2. ELECTRIC AND TELEPHONE UTILITIES SHALL BE INSTALLED O~ ~ V ~ W BRADFORD PEAR UNDERGROUND.
s ~ N W ~Za {I ~ ~ Z CAPITOL PEAR, AND
z~~ ~ • ~'1 ~ BI ~ ~ ~ ~ ~ CLEVELAND SELECT PEAR 3. ALL REQUIRED IMPROVEMENTS SHALL COMPLY W11H THE CITY V ~ N
' 7C ~ o o ~ I I fs3 50' RIPARIAN BUFFER AND p d I I ~ w ~ a ¢ !i ~ m • ~ OF CREENVILLE MANUAL OF STANDARD DESIGNS AND DETAILS m x V C, EVERGREEN SHRUB CATEGORY - AND THE MANUAL FOR THE DESIGN AND CONSTRUCT]ON OF
50' GREENNIAY EASEMEN ~ ~ a • ~ ~ df I FROM TOP OF BANK O • • e' ~ ~ le" Q • ii a ~ ~ RED TIP PHO1lN/A WATER AND WASTEWATER SYSTEM EXTENSIONS FOR GREENVILLE Q it•
• Q, SYCAMORE 1 M,B. 64, PG. 68 Z ~ Q p (rrPrcac~ I { p ~ NO LARGE ]BEES TO BF PLAN710 WJTHIN UTILITY EASEM£NTS~ UAUTIES COlAM1SSY0N.
_ ~ ~ i l 1 I co ~ ~ ~ 4. THIS PROPERTY IS LOCATED WITHIN 'Zl1NE AE' (AREAS W?TIiIN THE 1,X ANNUAL
4, ? ~ 1 i 1 fi l n I F• DUMPSTER/COMPACTOR SHALL BE SCREENED ON 3 SIDES IN f CCORDANCE CHANCE FLOODPLAIN {100 YEAR ft00G), HAVING A BASE FIODD ELEVATION OF
' j 1d5' I Z w 26' 16,5' ::~10' lu K1>H SECRO,V 9-4 268l1~ OF THE GIY CODE 54.2 FEET TO 58.5 FEET (HAW B8}) AND SHADED 'ZONE X' (AREAS OF Q2~ ANNUAL CHANCE ftOODPLAiN; AREAS OF 19~ ANNUAL CHANCE FLOODALAIN W1TN
v ~ r >Iq I ~ ii I ~ G. EX/SRNC SUBSRTUlE VEGETATION MATERIALS NAVE BEEN NOTED INCiUDING AVERAGE DEPTHS OF LESS THAN !FOOT OR WITH DRAINAGE AREAS LESS THAN
o ~ li ~ a ~ ~ I; • ~ ~ ai 1 THEIR SPEGFIC LOCATION(S), TYPE{S), AND SIZE(S), 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM INE 1~ ANNUAL CHANCE FLOODPLAlN, AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER
• ~ ~ A = ~ ~ ~ ~ Ali I ~ N. EXISTING SUBSITTUT£ VFGETATTON MA71iR/AL SHALL BE PRDTECTF~ FROM SITE 3720487700J, EFFECIJVE JANUARY 2, 2004.
1 ~ ~ AI • I ~ Rao' I DEVT3.OPMETVr ACIIVITTE5IN ACCORDANCE WITH 5EG 9~4 265(F7 NGW 29 + (-f.J5) =NAW 88
I v I I{ BEARiNCS FROM ~ ro pB ~ ~'4 f. NO LARGE TREES TIT BE PLANT7:D 3WTHIN 5. SOIL EROSION AND SEDIMENTATION CONTROL PLAN APPROVAL
N o is { ' ~ R° 6 PVC SANITARY SEWER OR WATERLINE EASEMENTS BY THE C/lY ENGINEER REQUIREO PRIOR TO 1N17TAAON
N 4852'11' W 24.04' ~ ~ ~ • WATER I ( ' 8' ro 6"x6" HYp. ]Ef IAN N 587244 W 736 ~ n . u { N ~ OF ANY LAND DISTURBING ACTlV1TIES J. PARKING LOT AREA TO BE SCREENED IN ACCORDANCE WITH SECAON
6 C,Y PLUG ~ F,N. I ( N 5279'41" W 82.35' y a 8-4-288{L)9• PARKING AREA SCREENING SHALL BE INS1'AtLED WITHIN 6. STORMWATER MANAGEMNET REQUIRED,
• l z Noz ~ 580 N i { ~a" VAtterl N 54'1D39 W 64.38 r; • ' r r r `,r ~,'•ti~ti~!$.. ~ 2" c@ 2 K:M GUriPR i ~ A f0 FOOT AREA ADJACENT TO AND EXTENDING THE fUL1 STREET S10E
N 53;3750 W 90.93 ~ a~~~,.r~,~-.... , i { W1D1H OF ALL PARKING AREAS WHICH FRONT A PUBLIC OR PRIVATE 7. REFUSE COLL£C17ON BY PRIVATE CARRIER i STREET;
N 68'54'33" W 21.13' t,~~' ~a~~r~w,~;':,t~~,~~: I ~t :~ti!~1',~r,~' ,,m;~~~, v74"~:Y~gr,~.~~1.~?~~~~ ~ •a : ~ CURB dt AUTIER I K. MINIMUM OF 3 FEET CLEARANCE MUST BE MAINTAINED AROUND ALL FIRE 8. ANY UNUSED DRIVEWAYS SHALL BE CLOSED IN ACCORDANCE WITH
N 4336 45 W 47.53 i . ~ h~4~~'~} ;~is.,r can., ~ ,a z~F;., ;fig ~ + °t5~ I p ~.e~ a , ',~!fsf~F: r.~ M ~ .;its . v 47~kTa. R I d N 325131 W 23.40 ~y,{~~';:?,,,~,, „~1.,,~.~.,~~, ~,ti•, 1 ~ HYDRANTS 1N ACCORDANCE W11H STATE BUILDING CODE CITY OF GREENVItL£'S DRIVEWAY ORDINANCE:
9. CONTRACTOR SHALL NOTIFY PUBLIC WORKS, STREET MAINTENANCE
• a,. k~,.~u 1r.'•"ti•"st1~S'S~~• .a, af~, ~5 ~~!,r,~~f:i•d1. e v., . ~ '•1•.y~ x 't~.' T '.~p,Sy:s.r'pJS; f~".;s7~y,~/,Qt~.~~'7'u~+Jx+@~~ ;l.'.?'y'~aY}~Yn, ~ I~ pper~,, , . • . d d ~v.~,;r,..`•aat•a • M ~ DIVISION 48 HOURS PRIOR TD MAKING CONNEC]]ONS TO EX1511NG
'~9 ' ~Y , ~ ~t'1~Y' ,Q~1 ~ S'~~` ;i~`t~y;•,ra4 + iD ~ I I Np ~'yaG;c•~~:,;,,,:.~ r a,~y~~,~;1~~," ,~.~t:~a~~~z.~vx 75 ~ h STORM DRAINS LOCATED WTTTIIN PUBLIC STORM DRAINAGE EASE- MENTS OR RIGHT-OF~-WAY•
N F ~ ~f t,Ct.77~~#:lf..{~~y111~ aM.~•). ~ i GY,,, s~± f
Y..,u~~/j~~~a;~N ~s a~4,~y,,~.~~..y:•~'}%r;?,'S~i~~i}:~~1~?~?;:CC~'-~'i:'3,",~~~~'~`'~i ~ -.C-: it DA !/lD L. SHARP AND W1FE, { - ~~,.`r~: ' B I • i0. THIS SURVEY 1S OF AN EXISTING PARCEL OF UfND. ~ er i ulrelnen
a I ~
JANE R. SHARP ~-r ~ ? ~ d I f g ,E,~ ink>~'" g,,,.;;' m I DB 13D1 PG 126 ' E U1RE0 PARKING• t N NS ! pFyY, 11. APPROVAL OF SITE' PLAN DOES NOT CONSTITUTE APPROVAL OF SIGNS. R Q t1~0 NEERI 6/1 PELT ON3 A SEPARATE SIGN PERMIT 1S REQUIRED. 1 SPACE PER UNIT, PLUS 1 SPACE AER 2 EMPLOYEES STORMWATER DETE~VT{ON
ZONED RA2O L, , ~~~,.,:;4-~-. 4 EMPLOYEES/2 = 2 SPACES p~AN 12, PROVIDE ALL NECESSARY SIGNAGE FOR HAND/CAP PARKING
I 44 UNI15 = 44 SPACES 13. PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH PLAN,
P ~1 P p .f~~ ~ I ~ TOTAL SPACES REQUIRED = 48 SPACES APPROVED
. 0 E •-ONE --•-ONE--""••-OHE---- OHE------•- E iI aA ~ APPROVED AS NOTED J4. ALt DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
.rOµE , 8U Y 'A' ~H~ rEi, cArv R LSE NOTEi} f5. CtEAN0UT5 LOCATED !N PAVED AREAS SHALL BE INSTALLED W1Tfi A SEWER
PfO.~ P£0. I E..• •,,,,..--OHE~- ..-ON 7D I !Nt! ~ ~ A S 0 1N GUC'S STANDARD flfl CLEANOUT BOX SET TO FINISHED GRADE S H W>II
~ . I ~ V DETAIL DWG, NA S--3. !NV 52.1E 8Y ATE.. .
PP ~.~.-oHE _ _ S 41'l8 as W 235 38 {CH,) a ~ ~ ~ ~ / - - ~ stP, EXI5r S5MN , rr, ?t ? INI; 51.63 _ ~ - !6. PAVEMENT SECTION SHALL BE 2" 1•-2 ASPHALT WJTH 6" CABC. _ ~ - _ wner•
2,35 .r R-38 ,,,~•2. r... 38" CMP~ - ~ - r..--~•---- TOP 5 r ? u" rw ~r rr r~ wr r w ~ ~ r _ ~ 17• C11Y OF GREENVILLE DRIVEWAY PERMIT REQUIRED.
A 3x73' (GAL} ~ ~ I ' , 1 ~ ~ ~ ~ PREMIER GROUP PROPERTIES, INC. ~ ~ ,r, m„ 401 CHATHAM SQUARE OFFICE PARK UNIT B 1E; ELEVADONS AND CONTOURS SHOWN ARE BASED ON NAW 88 DATUM. OFF-
~ 15 ELECTRIC EASEMENT R-25,00 I 1 ~ M.B, 64 PG. 68 - ~ FREDRJCKSBURG, VA 22405 SITE BENCHMARK USED FOR VERTICAL CONTROL: NCGS MONUMENT MALL,
I I +a.... - EXIST 8" ACA Y/A7FR MAIN " _ ~ PHONE' {843) 222-2293 ELEV = 74.18 F7" {NA VD 88).
S .29.•'3~•'r-W""' - _ W, - W - W - - W - - - - W - W.._. - - W- W- y7_.._ p~.... W - '~---W--.~.~... _ 19. ND PERMANENT STRUCTURE{5}, INCLUDING BUT NOT LIMITED TO SUBDIVISION
I SIGNAGE; FENCES OR STORAGE BU1Lt11NG$ SHALL BE CONSTRUCTED OR = ="'A~-.._,_ LOCATED IN ANY DRAINAGE EASEMENT W?1NOUT PR10R APPROVAL FROM THE
R-3'869.72 I ~f~~Q O CITY OF GREENVILLE PUBLIC WORKS DEPARTMENT:
, '~,~`f 20. THE WLRAND BOUNDARY SHOWN HEREON WAS DEUNEATT:D BY RIVERS AND
DAYS coNSrRUCnoN PO BOX 2789 AS50CIA?ES, INC ANA SHOWN ON RIVERS AND ASSOCIATE'S, INC DRAWING
I ~ I AAWtEYS !BLAND, SC 295 Q~ ~ Q 5 ?dQ~ N0: D-333-Y ENTITLED "WETLAND DELINEATION, DAYS CONSTRUCTION,
I' I PHONE:• [phone] AFFORDABLE SUITES OF GREENVILLE, LLC DATED JULY J8, 2005 AND CERTIFIED BY THE US ARMY CARPS OF ENGINEERS ON OCTOBER 7 2005.
eox cucvERr ~ _ _ J I I
J ers ~~-oiog
I y
/ ~~~~~g E»ginee~rs 4,.oF~slQ .,2 Q ~'y ,9 ~ 107 fast Second St, Piannezs _ : Q ~ : ~ Gzeenvi3le K.C. 27858
en - " 5~~~. Since ,
- CKINSON A!l~: I WAY 13 DI 41S HGH ~ ~ 191ts (252) 752-4fS5 SllxVeyOS'S
d Nft~fI/AVQ A~/1 ~V1~t_C~V~C'fr1A/?L.~~!!'ABC'AQ~ hnn? nr,nr,n n /i,~ n~iicuctirr unnru ven~CC1
ravvr+~nrvnnv rlnar~nnn+nvrana~~ .+rr<rv (Ivv ruauv r</rrr r-n ruasrr r YYlU fR vnnrca~ GRAPHI GRAPHIC SCALE nrererence8{ ~z~'~ofi Q,,•'o~ SITE & UTILITIES PLAN
Proposed Large Tree NO ENCROACHMENTS, INCLUDING FILL, NEW CONS7RUC770N, Q'F
SUBSTAN77AL IMPROVEMENTS AND 07HER DEVELOPMENTS 50 0 ~e 310 T p~,o 15 ao so 120 o.e 2005, Pc. so Days Construction O.B. M--46, PG. 380uunauu"°
Proposed Small Tree SHALL BE PERM!TIED UNLESS IT HAS BEEN DEMONSIRATED N~F © THROUGH HYDROLOGIC AND HYDRAULIC ANALYSES PERFORMED D.B. 1301, PG 126 Affordable Suites o Greenville
IN ACCORDANCE WITH STANDARD ENGINEERING PRAC77CE THAT HUNTER P. HANNAFORD ~ Proposed Shrub M.B. 22, PG. 27 & 27A
THE PROPOSED ENCROACHMENT WOULD NOT RESULT IN ANY & MONTEZ BURNEY, ETALS t W INCREASE IN FLOOD LEVELS DURING OCCURENCE OF THE BASE ESTATE FILE 91, PG. 407 ! inch ( W FAT) M.B. 26, PG. 90 DATE NOVEMBER 28, 2005 CITY OF GREENWLLE, PITT COUNTY, NORTH CAROLINA ! inch = 90 it. M.B. 64, PG, 68
Parking Area Screening FLOOD. SUCH CERTIFICATION AND TECHNICAL DATA SHALL BE PITT CO. TAX PARCEL 58806 SURVEY CEL DRAFT STA SCALE DRAWING NO. SHEET
PRESEN7ED TO THE LOCAL FLOODPLAIN ADMINISTRATOR, ZONED RA 20 9" = 30' W - 2863 7 3
DESIGN STA CHECK FDT OF