20150258 Ver 1_401 Application_20150315

,
,
- Engineering & Surveying, Inc.
February 20, 2015
Ms Emily Greer
US Army Corps of Engineers
69 Darlington Ave
Wilmington, NC 28403
Dear Ms. Greer
1
2 0 1 5 0 2 5 8
Attached please find a permit application to impact 0 34 acres of wetlands and 145 linear feet of
stream for the Plantation at Fayetteville This is an apartment development that will provide
housing for Fort Bragg and the surrounding area. The applicant is Mr Mark Reynolds of the
Plantation at Fayetteville (Attachment 1 Owner Information.)
The application package includes a PCN and supporting documentation (Attachment 2: PCN.), a
wetland delineation conducted by Soil and Environmental Consultants (Attachment 3 Wetland
Delineation ), and a prior PCN and issued permit (Attachment 5: Prior Permit Information.).
Of particular note, the road crossing has been designed to avoid impacts as much as we can
without employing high and unsafe headwalls We considered 20 -22 foot tall headwalls that
were 40 to 50 feet on length to minimize wetland impacts but abandoned that concept do to costs
and safety concerns, the walls cost $25 per face foot and they have become a maintenance and
insurance nuisance. These costs have been compared to mitigation and we find that it is more
cost effective and practical to mitigate This is not to say that we are not employing headwalls,
but rather, we are ,lust using them at the inlet and outlet of the pipe so that we keep stream
impacts below 150 linear feet Here we find a practical solution that minimizes impacts
Further, we find it necessary to fill in part of a small wetland finger to support a building in order
to achieve financial objectives for the protect The fill must be of structural soundness and a wall
is not practical. The configuration of an existing outparcel, the buildings, and the required
stormwater controls restricts how the site can be developed without impacting wetlands. The
wetlands impacts associated with the structural fill amount to just 0.05 acres.
The NC EEP has taken responsibility for the mitigation for the project at a 2:1 ratio for wetland
impacts and no stream mitigation is proposed (Attachment 6: NCEEP Correspondence)
I have attached a copy of the stormwater management plan that has been submitted to the City of
Fayetteville for approval. (Attachment 7: Stormwater Plan).
Included in the package are reduced sized drawings for the application and full size drawings for
cross referencing.
4400 Tyning Street - High Point, NC 27265 Phone [phone] • Fax [phone]
www cpten ing eenne com

Lei" Engineering & Surveying, Inc.
Thank you for your time and consideration and do not hesitate to give me a call with any
questions that you might have.
Sincerely,
Mr Bruce Nooe
Cc Mr Mark Reynolds
PO Box 19011
Greensboro, NC 27419
Five Copies
NC Division of Water Resources
401 and Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 -1617
4400 Tyning Street • High Point, NC 27265 -Phone [phone] • Fax [phone]
www cpten ing_eenng com

ID
lEengnan¢ernung & Surveying, Inc.
Attachment 1: Owner Information
4400 Tynmg Street • High Point, NC 27265 Phone- (335) 812 -8800 • Fax- (336) 812 -8780
www.cptengineenng corn

223x2015
Corporabons Division
View Document Filings File an Annual Report Print a Pre - Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal PLANTATION AT FAYETTEVILLE, LLC
Limited Liability Company Information
Sosld.
North Carolina
Status:
Elaine F. Marshall DEPARTMENT OF THE
Annual Report Status.
Secretary SECRETARY OF STATE
Citizenship:
PO Box 29622 Raleigh, NC 27626 -0622 {919}807 -2000
Click Here To:
1012812011
View Document Filings File an Annual Report Print a Pre - Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal PLANTATION AT FAYETTEVILLE, LLC
Limited Liability Company Information
Sosld.
1227807
Status:
Current- Active
Annual Report Status.
Current
Citizenship:
Domestic
Date Formed:
1012812011
Fiscal Month-
December
State of Incorporation:
NC
Registered Agent.
Murray, Michael A
Corporate Addresses
Mailing
529 College Road, Suite F
Greensboro, NC 27410
Principal Office
529 College Road, Suite F
Greensboro, INC 27410
Reg Office
529 College Road, Suite F
Greensboro, NC 27410
Reg Mailing
529 College Road, Suite F
Greensboro, NC 27410
Company Officials
Manager Michael A Murray
3 Bryan Court
NC 27408
Manager. Mark P Reynolds
3850 Lewiston Road
Greensboro NC 27410
Manager is ael wi ey
912 Sunset Drive
Greensboro NC 27408
Manager. Steven Vetter
102 Sunset Drive
Greensboro NC 27408
Account
Login
Register
hnp!lwww secretary state nc uslSearctdprofcorpW60512 111

mi
COUNTY TAX ASSESSOR
EMAIL
Property Information Mini -Sheet
Clicl, for Tax Sheet
Tar Rate I Tix Rotor& I General Into I Phon, Numbers I Real Estate I PLrwimI I C3IS Mapping I LleLtromc Pmlti I CoUntV �
Dale 02!042015 COUNTi OF C UbtURIAND Tax Year 2015 Tnne 1146 2,
Parcel ID: 0409 -81 -0356- TaxYear: 2015 v FG o
Owner Name(s): PLANTATION AT FAYETTEVILLE LLC
Owner Address: 529 F COLLEGE RD GREENSBORO NC 27410
Situs Address: 000000 9 N/A N/A
Taxing District: 1000 FAYETTEVILLE
Tax Bill Number: 2055286
Old Parcel ID: 0409-71-9216 -
Property Class: COMMERCIAL
Neighborhood: 8032
Zoning: SF6 -
Frontage: 0.00 Depth: 0 00
Map & Sheet: 0409 -20
Plat Book & Page: -
Legal Description: 29.75 ACS COTTONADE FARM
Parcel Taxable Value: (REVALUATION 2009)
Total Land Building Misc. Date
Appraised: 554,994.00 554,994.00 000 0.00 01/15/2015
i 1a 1 • i a - _
Land Assessment:
Land Use Land Units Land Type Land Rate Land Value
RURAL ACREAGE 1684 AC 25,000 00 210,500 00
COMMERCIAL SQ FOOTAG 432,1 15.20 SF 0.80 343,597.00
SWAMP WASTE 299 AC 300.00 897.00
(A max4,,5 cafes cari be,shown)
Sale History Data:
Deed Book Deed Page Sale Date Sale Price
09556 00403 12/08/2014 1,800,000 00
04741 00190 10116/1997 000
02582 0475 07/01/1984 1 00
(Virzi 0610 rmprove•mentc con be shown)
Miscellaneous Improvements:
Description Type Unit Number of Units
NO DATA FOUND
Choose the Building to Display: oo v Get Building Info
,1
ButldinR Characteristics

t11142014
Tax Parcel Viewer
El El •
hhp: l/ gis. co. cumberIand .nc.us/TaParcelViewer/ 111

Engineering i. S I I I ve i t l!`
Attachment 2: PCN and Maps
4400 Tynrng Street • High Point, NC 27265 Phone [phone] • Fax [phone]
www.cptengrneenng corn

Office Use Only
Corps action ID no
DWQ project no.
Form Version 14 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a Type(s) of approval sought from the
Corps
®Section 404 Permit El Section 10 Permit
1b Specify Nationwide Permit (NWP) number 29 or General Permit (GP) number
1c Has the NWP or GP number been verified by the Corps?
® Yes
® No
1d Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
® Yes ❑ No
For the record only for Corps Permit:
❑ Yes ® No
1f Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program
❑ Yes
® No
1g Is the project located in any of NC's twenty coastal counties If yes, answer 1h
below
❑ Yes
® No
1h Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a Name of project
Plantation at Fayetteville
2b. County:
Cumberland
2c Nearest municipality / town
Fayetteville
2d. Subdivision name
Plantation at Fayetteville
2e. NCDOT only, T LP or state
project no
N/A
'i
3. Owner Information
LUI
3a. Name(s) on Recorded Deed,
Plantation at Fayetteville, LLC, Attn• Mark Reynolds DENR - WATER'RESOU _
3b. Deed Book and Page No.
9556, 0403
1r-KMI ING
3c. Responsible Party (for LLC if
applicable)
N/A
3d Street address
529 F College Rd or Po Box 19011
3e City, state, zip
Greensboro, NC 27410 Greensboro, NC 27419
3f. Telephone no
336 - 315 -8500
3g Fax no
336 - 852 -0288
3h Email address
mark @bhcllc net
Page l of 10
PCN Form — Version 1 4 January 2009

4.
Applicant Information (if different from owner)
4a. Applicant is
® Agent ❑ Other, specify-
4b
Name.
4c. Business name
(if applicable)
4d
Street address
4e
Cfty, state, zip
4f
Telephone no
4g
Fax no
4h
Email address
5
Agent/Consultant Information (if applicable)
5a
Name
Bruce Nooe
5b
Business name
(if applicable)
CPT Engineering and Serveying, Inc
5c
Street address
4400 Tyrnng Street
5d
City, state, zip
High Point, NC 27265
5e
Telephone no
336 -812 -8800 x 315
5f
Fax no.,
336 - 812 -8780
5g
Email address
brucen @cptengineenng com
Page 2of10
PCN Form — Version 1 4 January 2009

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property identification no (tax PIN or parcel ID):
0409 -81 -0356
1 b
Site coordinates (in decimal degrees)
Latitude 35 10008 Longitude: - 78 97322
1c
Property size
29 75 acres
2.
Surface Waters
2a
Name of nearest body of water to proposed project
Beaver Creek
2b
Water Quality Classification of nearest receiving water
C
2c
River basin
Cape Fear
3.
Project Description
3a
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application The site is partially wooded with both hardwood and pines Site appears to have been selectively logged
within the last 5-10 years Beaver Creek and large wetlands are located along the western parcel boundary There are a
few dirt roads/trails Land use in vicinity is residential subdivision to the west, new condominum development to the
south, a mayor highway to the east, and wooded area immediately north of the parse
3b
List the total estimated acreage of all existing wetlands on the property 4 43 acres of wetlands
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 800 linear feet
3d
Explain the purpose of the proposed project Residential (apartments) for City of Fayetteville
3e
Describe the overall project in detail, including the type of equipment to be used Heavy earth moving equipment will be
used to grade /shape the land Fill dirt and walls will be used in upland areas to prevent flood damage to new homes
4.
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments. Prior delineations by S &EC shown on maps
4b
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ® Final
4c
if yes, who delineated the jurisdictional areas?
Name (if known): Bob Zarzecki
Agency /Consultant Company S &EC
Other
4d
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
October 2010
5.
Project History
5a
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
5b
If yes, explain in detail according to "help file" instructions
Action ID SAW- 2011 -00433 as attached
6. ' Future Project Plans
6a
Is this a phased project?
® Yes ❑ No
6b
If yes, explain
This is the second phase of a development Wetland impacts are necessary to develop usable land
Page 3 of 10
PCN Form — Version 1 4 January 2009

C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
® Wetlands ® Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
Wetland impact
number
Permanent (P) or
Temporary T
2b
Type of impact
2c
Type of wetland
(if known)
2d
Forested
2e
Type of jurisdiction
Corps (404, 10) or
DWQ (401, other)
2f
Area of
impact
(acres)
W1 -
Fill
Riparian
Yes
Corps / DWQ
029
W2 -
Fill
Riparian
Yes
Corps / DWQ
005
2g. Total wetland impacts:
034
2h Comments no comments
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
Stream impact
number -
Permanent (P) or
Temporary (T)
3b
Type of impact
3c
Stream name
3d
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of jurisdiction
(Corps - 404, 10
DWQ — non -404,
other)
3f
Average
stream
width
(feet)
3g
Impact
length
(linear
feet)
S1 P
Culvert
None
INT
Corps / DWQ
3
145
3h. Total stream and tributary impacts:
145
31 Comments
Page 4 of 10
PCN Form — Version 1 4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S. then individually list all open water impacts below
4a.
Open water
impact number —
Permanent (P) or
Temporary T
4b
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody
type
4e
Area of impact (acres)
01 -
02 -
03 -
04 -
4f Total open water impacts:
none
4g Comments no comments
S. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
Pond ID
number
5b
Proposed use or purpose
of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
5f Total:
none
none
none
none
none
none
none
5g Comments none
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no no dam proposed
51 Expected pond surface area (acres)
not applicable
5j Size of pond watershed (acres)
not applicable
5k. Method of construction.
not applicable
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
6a.Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other none
6b
Buffer impact
number —
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d
Stream name
6e
Buffer
mitigation
required?
6f
Zone 1
impact
(square
feet )
69
Zone 2
impact
(square
feet
6h Total buffer impacts:
none
none
61 Comments no comments
Page 5 of 10
PCN Form — Version 1 4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The stream impact length has been minimized to only one crossing needed for access. Install BMP's outside wetlands
1b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Culvert will be installed according to agency specifications and reccomendations Erosion control measuses will be taken to
stabilize all disturbed areas
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
® Yes ❑ No
2b If yes, mitigation is required by (check all that apply)
® DWQ ® Corps
2c If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
®Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank none
3b. Credits Purchased (attach receipt and letter)
Type Choose one
Type Choose one
Type Choose one
Quantity none
Quantity none
Quantity none
3c Comments none
4. Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from In -lieu fee program is attached
® Yes
4b Stream mitigation requested
none linear feet
4c If using stream mitigation, stream temperature.
Choose one
4d Buffer mitigation requested (DWQ only)
none square feet
4e Riparian wetland mitigation requested.
acres
4f. Non - riparian wetland mitigation requested
none acres
4g Coastal (tidal) wetland mitigation requested-
none acres
4h Comments. no comments
5. Complete If Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
not applicable
Page 6 of 10
PCN Form — Version 1 4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required.
6c.
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
none
none
3 (2 for Catawba)
none
Zone 2
none
none
1 5
none
6f Total buffer mitigation required:
none
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
not applicable
6h Comments no comments
Page 7 of 10
PCN Form — Version 1 4 January 2009

E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a
Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes ® No
1 b
If yes, then is a diffuse flow plan included? If no, explain why
❑ Yes ❑ No
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
70%
2b
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
See attached which has been submitted to Fayetteville for approval
2e
Who will be responsible for the review of the Stormwater Management Plan?
City of Fayetteville
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
City of Fayetteville
3b
Which of the following locally - implemented stormwater management programs
apply (check all that apply)
® Phase II
❑ NSW
El USMP ❑ Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
4. DWQ Stormwater Program Review
4a
Which of the following state - Implemented stormwater management programs apply
(check all that apply).
❑ Coastal counties
❑ HQW
❑ ORW
❑ Session Law 2006 -246
❑ Other
4b Has the approved Stormwater Management Plan with proof of approval been
attached?
® Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 8 of 10
PCN Form — Version 1 4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
® No
use of public (federal /state) land?
lb
If you answered 'yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c
If you answered 'yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter)
❑ Yes
❑ No
Comments
2.
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Welland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 213 .0200)?
2b
Is this an after -the -fact permit application?
❑ Yes
® No
2c
if you answered 'yes" to one or both of the above questions, provide an explanation of the violation(s)
3
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b
If you answered 'yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
4.
Sewage Disposal (DWQ Requirement)
4a 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
This project will tie into existing Fayetteville PWC Sanitary Sewer lines
Page 9 of 10
PCN Form — Version 1 4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur In or near an area with federally protected species or
❑ Yes ® No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c If yes, indicate the USFWS Field Office you have contacted
-
5d What data sources did you use to determine whether your site would Impact Endangered Species or Designated Critical
Habitat?
NCDENR Natural Heritage Program Map Viewer and GIS Layer
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would Impact historic or archeological resources?
NCHPO GIS Service
B. Flood Zone Designation (Corps Requirement)
8a Will this protect occur in a FEMA - designated 100 -year floodplain?
❑ Yes ® No
8b If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the flcodplain determination? FEMA floodmaps GIS layer
Mark Reynolds
(..�o
3 (ti IS
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided
Page 10 of 10
PCN Form — Version 1 4 January 2009

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CIO

iD
Engineering ing & Su r'vey� ng, Inc.
Attachment 3: Wetland Delineation
4400 ?ynmg Street • High Point, NC- 27265 Phone [phone] • Fax [phone]
www cptengmeenng com

S®i1 & IEnviro nmentaR cConsuuftants, FA.
11010 Raven Ridge Road - RaleiA North Carolina 27614 • Phunc: (919) 846 -5900 • Pax: (919) 84"467
www.SaadEr —c=
S &EC Project No 11236
October 25, 2010
Dohn & Nancy Broadwell
903 Hay Street
Fayetteville, NC 28305
RE: Broadwell — N/W & S/W Santa Fe Drive Properties
Verification of Jurisdictional Wetlands Determination
Dear Mr. & Mrs. Broadwell,
Per your request, we are providing you an update on the status of the venfication of the jurisdictional
determination QD) from the U.S Army Corps of Engineers (USACE) for the properties Northwest and
Southwest of Santa Fe Dnve, Fayetteville, Cumberland County, NC
Soil & Environmental Consultants, PA (S &EC) completed the field work associated with this delineation
in April 2009. S &EC believes that the delineation is accurate and anticipates receiving USACE
verification of our dchneahon without changes. Moorman, Kizer & Reitzcl (MKR) has provided S &EC
surveys of our delineation (see attached). The wetlands depicted on these sun'eys are consistent with our
delineation. No other jurisdictional waters exist on the properties beyond those shown on these surveys
S&EC is in the process of submitting these surveys to the USACE for verification. We anticipate
receiving signed verification from the USACE in the next few weeks. Once signed, these maps will be
good for a period of five (5) years.
Please don't hesitate to contact me ifyou have any questions regarding this matter.
Sincerely,
Soi-"1 & Envim ental Consultants, PA
Bob Za=cki,
Wetlands Department Manager
Attachments- Broadwell — N/W Quad Wetland Delineation (Ncn- tuber 2009)
Broadwell — S/W Quad Wetland Delineation (March 2010)
bz
Page l of 1

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LEGEND
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WETLAND DELINEATION
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PROPOIr BOUNaw
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TOTAL TRACT AREA = 56 98 ACRES
TOTAL WETLANDS = 12 95 ACRES
ISOLATED UPLANDS = 0.92 ACRES
REMAINING UPLANDS = 43.11 ACRES
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WETLANDS LINE (75 -122)
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L93 N 56'04.53" W 2168
L94 N 09.15' 18' W 3896
L95 N 116.45.57" IV J10I
L96 N 41'53.22" W 2098
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013 N 74.42.01' E 2& 19 L11 N 35.04.10' E 5788
L114 N 40•241L1J" E 436] L12 N 43.07'51" E 47.93
1115 N 13.30.53" E 1904 Eli N 12.09'54' E J999
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SHEET 2 OF 3
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aetLary 1� p� ro Seism 404 of Ihr 0= 04a Ad FOR R:1 _ „_ {'L
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Engineering & Surveying, Inc.
Attachment 4: Prior Permit Information
4400 Tyning Street - High Point, NC-27265 Phone [phone] - Fax [phone]
www cpten ink eenn -g com

OBOE W A TF�OG
IletI o c
L , __�
Office Use Only
Corps action ID no
DWO project no
Form Version 13 Dec 10 2008
Page 1 of 10
PCN Form — Version 1 3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A. AppHeant Information
1.
Processing
la
Type(s) of approval sought from the
Corps
©Section 404 Permit ❑ Section 10 Permit
1 b Specify Nationwide Permit (NWP) number NWP 29 or General Permit (GP) number-
1 c
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
ld
Type(s) of approval sought from the DWO (check all that apply)
© 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le
Is this notification solely for the record
because written approval is not required?
For the record only for DWO 401
Certification.
® Yes ❑ No
For the record only for Corps Permit
❑ Yes ❑ No
1 f
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or In -lieu
fee program
❑ Yes
© No
lg
Is the project located in any of NC's twenty coastal counties If yes, answer 1h
below
❑ Yes
® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a. Name of project.
Plantation at Fayetteville
2b
County.
Cumberland
2c
Nearest municipality / town
Fayetteville
2d
Subdivision name
Plantation at Fayetteville
2e
NCDOT only, T I.P. or state
project no.
N/A
3.
Owner Information
3a
Name(s) on Recorded Deed
Dohn and Nancy W. Broadwell
3b
Deed Book and Page No.
DB 4481, Pg 099
3c, Responsible Party (for LLC if
applicable)
3d
Street address,
903 Hay Street
3e
City, state, zip
Fayetteville, NC 28305 \
3f
Telephone no
3g. Fax no.
3h
Email address
Page 1 of 10
PCN Form — Version 1 3 December 10, 2008 Version

4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ® Other, specify Developer
4b
Name
Mark P. Reynolds
4c
Business name
(if applicable)
Plantation at Fayetteville, LLC
4d
Street address
PO Box 19011
4e. City, stale, zip.
Greensboro, NC 27419
4f
Telephone no
336 - 315 -8500 x 302
4g
Fax no
336 -852 -0288
4h. Email address
mark @bhcllc net
5.
Agent/Consultant Information (if applicable)
5a
Name
Bruce Nooe
5b
Business name
(if applicable)
CPT Engineering and Surveying, Inc
5c
Street address
4400 Tyning Street
5d
City, state, zip
High Point, NC 27265
5e
Telephone no.
336 -812 -8800 x 315
5f.
Fax no
336 - 812 -8780
5g. Email address
brucen @cptengineering com
Page 2 of 10
PCN Form — Version 1 3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a Property identification no (tax PIN or parcel ID)
0409-80-0375 -
1b Site coordinates (in decimal degrees)
Latitude 35 097015 Longitude - 78 97381
(DD DDDDDD) ( -DD DDDDDD)
1 c Property size
35 84 acres
2. Surface Waters
2a Name of nearest body of water (stream, river, etc ) to
proposed project
Beaver Creek
2b Water Quality Classification of nearest receiving water.
C
2c River basin
Cape Fear
3. Project Description
3a Describe the existing conditions on the site and the general land use In the vicinity of the project at the time of this
application
Site Vacant -woodedfundergrowth
3b List the total estimated acreage of all existing wetlands on the property
10 5 acres
3c List the total estimated linear feel of all existing streams (intermittent and perennial) on the property
1490 1 f
3d Explain the purpose of the proposed project
Residential (Apartments) and commercial out parcels
3e Describe the overall project In detail, including the type of equipment to be used
10 Apartment buildings with 24 units each, Club House, Garage and four out parcels
4 Jurisdictional Determinations
4a Have jurisdictional wetland or-stream determinations by the
Corps or State been requested or obtained for this property 1
project (including all prior phases) in the past?
Comments. See attached Delineation by S & EC, Pa
ED Yes El No ❑Unknown
4b If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c If yes, who delineated the jurisdictional areas?
Name (if known) Bob Zarzecki
Agency /Consultant Company S & EC, Pa
Other
4d. if yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
5 Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) In the past?
❑ Yes ❑ No ® Unknown
5b. If yes, explain in detail according to "help file" Instructions
6. Future Project Plans
6a Is this a phased project?
❑ Yes ® No
6b If yes, explain
Page 3 of 10
PCN Form — Version 1 3 December 10, 2008 Version

C Proposed Impacts Inventory
1. Impacts Summary
1a Which sections were completed below for your project (check all that apply)
0 Wetlands ❑ Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of Impact
Type of wetland
Forested
(Corps - 404, 10
Area of Impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ©P ❑ T
Fill
❑ Yes
® Corps
D 09
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
009
2h Comments
3. Stream Impacts
If there are perennial or intermittent stream impacts (Including temporary Impacts) proposed on the site, then complete this
question for all stream sites Impacted
3a
3b
3c.
3d
3e
3f
3g
Stream Impact
Type of Impact
Stream name
Perennial
Type of Jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and
tributary impacts
31 Comments
Page 4 of 10
PCN Form — Version 1 3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S then individually list all open water Impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
Impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
41% Total open water impacts
4g Comments
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a.
5b
5c
5d
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
517 Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)-
5j Size of pond watershed (acres)
5k Method of construction-
6. Buffer Impacts (for DWQ)
If project will Impact a protected riparian buffer, then complete the chart below if yes, then individually list all buffer Impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a
❑ Neuse ❑ Tar - Pamlico ❑ Other
Project is In which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 Impact
Zone 2 Impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
Impact
required?
131 ❑P ❑T
El Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P ❑T
❑Yes
❑ No
6h Total buffer Impacts
61 Comments
Page 5 of 10
PCN Form — Version 1 3 December 10, 2008 Version

D. impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed Impacts in designing project
Install utilities / BMP (Wet detention pond) in areas outside wetlands
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Installation of retaining walls to eliminate or reduce Impacts
2. Compensatory Mitigation for Impacts to Waters of the U.S or Waters of the State
2a Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
❑ Yes © No
2b If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
C3 Payment to in -lieu fee program
❑ Permittee Responsible Mitigabon
3. Complete if Using a Mitigation Bank
3a Name of Mitigatlon Bank.
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments
4 Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
❑ Yes
4b Stream mitigation requested.
linear feet
4c If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only)
square feet
4e. Riparian wetland mitigation requested:
acres
4f Non - ripanan wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested*
acres
4h. Comments
5 Complete if Using a Permittee Responsible Mitigation Plan
[5a if using a permitlee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 1 3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a WIII the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes © No
6b If yes, then identify the square feet of Impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for Impact
6d
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f Total buffer mitigation required.
6g If buffer mitigation is required, discuss what type of mitigation Is proposed (e g , payment to private mitigation bank,
permiltee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 7 of 10
PCN Form — Version 1 3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la Does the project include or Is it adjacent to protected riparian buffers Identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
lb If yes, then is a diffuse flow plan included? if no, explain why
❑ Yes ❑ No
Comments
2 Stormwater Management Plan
2a, What is the overall percent Imperviousness of this project?
369%
2b Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c If this project DOES NOT require a Stormwater Management Plan, explain why
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
Installation of a storm drainage system in conjuction with a BMP (Wet detention pond)
® Certified Local Government
2e Who will be responsible for the review of the Stormwater Management Plan?
❑ DWO Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a In which local government's jurisdiction is this project?
Fayetteville
® Phase II
3b Which of the following locally - implemented stormwater management programs
❑ NSW
El USMP
apply (check all that apply),
❑ Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ED No
attached'
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HOW
4a Which of the following state - Implemented slormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements?
Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
© Yes ❑ No
Page 8 of 10
PCN Form — Version 1 3 December 10, 2008 Version

F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
El Yes
No
use of public (federal /state) land?
1 b
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter )
Comments
2.
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H.1300), DWQ Surface Water or Weiland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b
Is this an after -the -fact permit application?
❑ Yes
® No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3.
Cumulative Impacts (DWQ Requirement)
3e
Will this project (based on past and reasonably anticipated future impacts) result in
El Yes
® No
additional development, which could Impact nearby downstream water quality?
3b
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis In accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description
4.
Sewage Disposal (DWQ Requirement)
4a 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.
PWC City of Fayetteville
Page 9 of 10
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur In or near an area with federally protected species or
® Yes ❑ No
habtfaP
5b Have you checked with the USFWS concerning Endangered Species Act
Yes ❑ No
impacts'
® Raleigh
5c If yes, indicate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat9
USFWS Raleigh Field Office
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitats
❑ Yes © No
6b What data sources did you use to determine whether your site would Impact Essential Fish Habitat?
hhp !/ocean flondamadne orglefhcoralAms /newer him
7 Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would Impact historic or archeological resources?
HPOWEB GIS Service
S. Flood Zone Designation (Corps Requirement)
8a Will this project occur In a FEMA - designated 100 -year floodplaln*?
® Yes ❑ No
8b If yes, explain how project meets FEMA requirements Elevations above 100 BFE +1'
8c What source(s) did you use to make the floodplain determination? 370077 Panel 0409
Mark P. Reynolds
10/25/11
Applicant/Agent's Printed Name
r�
Date
Applicant/Agent's Signature
(Agent's signature Is valid only If an authorization letter from the applicant
Is rovided
Page 10 of 10
PCN Form — Version 1.3 December 10, 2008 Version

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US GEOLOGICAL SURVEY
ENGINEERING AND SURVEYING, ING
LAND DEVELOPMENT C.ONr.,{1LTIN6
4400 TYNING STREET
HI61-1 POINT, NORTH CAROLINA 21269
PHONE- 036) 812 -8800 FAX, (336) 812 -6180
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THE PLANTATION AT FAYETTEVILLE
APARTMENTS
SANTA FE DRIVE
CITY OF FAYETTEVILLE, NC
CUMBERLAND COUNTY
USGS QUAD MAP 1
NOT TO SCALE T I
DATE= II- 14 -I1, JOB NO- 9'1610

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID SAW- 2011 -00433 County Cumberland USGS Quad- Fayetteville
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner Plantation at Fayetteville, LLC
C/o Mr. Mark P. Revnolds
Address P.O. Box 19011
Greensboro. NC 27419
Telephone No. (336) 315 -8500
Agent/Applicant CPT Engineering & Surveying
C/o Bruce Nooe
4400 Tvning St.
High Point, NC 27265
(336) 812 -8800
Size and location of property (water body, road name /number, town, etc) The 35.8 acre property is located northwest
of the intersection of Santa Fe Drive and the All American Expressway, adjacent to Section 404 wetlands and
waters of Beaver Creek, Favetteville, North Carolina. PIN# 0409 -80 -0375.
Description of projects area and activity. This permit authorizes the permanent discharge of fill material into 0.09
acres of riparian wetlands for the purpose of developing a multi - family residential development. PLEASE SEE
SPECIAL CONDITIONS ON THE FOLLOWING PAGE.
Applicable Law. ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization Regional General Permit Number
Nationwide Permit Number 29
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with
the attached conditions and *our submitted plans 6ii 10/26/11 and 11/15/11. Any "violation of the attached
conditions or deviation from vour submitted plans may subject the permittee to a stop work order, a'restoration
oirdcr and /or apdroiiriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be
modified, reissued, or revoked prior to March 18, 2012. It is incumbent upon you to remain informed of changes to the
NWPs We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to
commence this activity before the date that the relevant nationwide permit is modified or revoked, you will have twelve
(12) months from the date of the modification or revocation of the NWP to complete the activity under the present terms
and conditions of this nationwide permit.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification You should contact the NC Division of Water Quality (telephone [phone]) to determine Section 4101
requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management
Act (CAMA), prior to beginning work you must contact the N C Division of Coastal Management
This Department of hie Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers
regulatory program, please contact Emily Hughes at (910) 251 -4635
Corps Regulatory Official Date December 12, 2011
Expiration Date of Verification March 18, 2
The Wilmington District is committed to providing the highest level of support to the public To help us ensure we continue to do so
please complete the Customer Satisfaction Survey located at our website at hun-i /regulator usacctiurveN com' to complete the survey
online

Action ID Number: SAW- 2011 -00433 County: Cumberland
Permittee: Plantation at Fayetteville LLC
Date Verification Issued: 12/12/2011
Project Manager: Emilv Hughes
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
WILMINGTON REGULATORY FIELD OFFICE
69 DARLINGTON AVE.
WILMINGTON, NORTH CAROLINA 28403 -1343
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

Engineering & Surveying, Inc.
Attachment 5: NCEEP Correspondence
4400 Tyning Street • High Point, NC 27265 Phone [phone] • Fax [phone]
www cptengineerin

MC®E G''ilR
North Carolina Department of Environment and Natural Resources
Pat McCrory Ecosystem Enhancement Program Donald R, van der Vaart
Governor Secretary
March 3, 2015
Mark Reynolds
Plantation at Fayetteville
529 F College Road
Greensboro, NC 27410 Expiration of Acceptance: September 3, 2015
Project- Plantation at Fayetteville County: Cumberland
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below Please
note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation
for project impacts It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be
approved You must also comply with all other state, federal or local Government permits, regulations or authorizations associated
with the proposed activity including SL 2009 -337 An Act to Promote the Use of Compensatory Mitigation Banks as amended by
S L 2011 -343
This acceptance is valid for six months from the date of this letter and is not transferable If we have not received a copy of the
issued 404 Permit/401 Certification /LAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work The amount of the In-
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www nceep net
Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation
are summarized in the following table The amount of mitigation required and assigned to NCEEP for this impact is determined by
pe itting a enctcs and may exceed the impact amounts shown below
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation The mitigation will be performed
in accordance with the N C Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 2010.
Thank you for your interest m the NCEEP If you have any questions or need additional information, please contact Kelly Williams at
(919) 707 -8915
cc USACE- Wilmington
Bruce Nooe, agent
Sincerely,
Jame Stanfill
Asset Management Supervisor
1652 Mail Service Center, Raleigh, Nodh Carolina 27699 -1652
Phone [phone] Internel www nceep net
An Equal Opporiumty 1 ARrmaove Action Employer — Made in pan from recycled page,
River
Basin
CU
Location
Stream (feet)
Wetlands (acres)
Buffer I
(Sq. Ft)
Buffer li
(Sq Ft )
Cold
Cool
Warm
Ri arian
Non -Ri arian
Coastal Marsh
Imp act
I Cape Fear
03030004
0
0
145
034
1 0
0
0
0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation The mitigation will be performed
in accordance with the N C Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 2010.
Thank you for your interest m the NCEEP If you have any questions or need additional information, please contact Kelly Williams at
(919) 707 -8915
cc USACE- Wilmington
Bruce Nooe, agent
Sincerely,
Jame Stanfill
Asset Management Supervisor
1652 Mail Service Center, Raleigh, Nodh Carolina 27699 -1652
Phone [phone] Internel www nceep net
An Equal Opporiumty 1 ARrmaove Action Employer — Made in pan from recycled page,

I ri ill, rmill
Statement of Compliance with Session Law 2009 -337 An Act to Promote
the Use of Compensatory Mitigation Banks and SL 2011 -343.
(Iink,f&TLz2009=337) (Fink 6SL,2019 =3431
Prior to accessing the Ecosystem Enhancement Program (EEP) In -Lieu Fee Mitigation
Program, all applicants requesting wetlands stream and/or riparian buffer mitigation are now
required by law to comply with Session Law 2009 -337 An Act to Promote the Use of
Compensatory Mitigation Banks and Session Law 2011 -343. All requests submitted on or
after June 27, 2011 MUST include this form signed and dated by the permit applicant or an
authorized agent Please refer to DENR's Implementation Policy for more detailed guidance
Compliance Statement:
I have read and understand SL- 2009 -337 and SL -2011 -343 and have, to the best of my
knowledge, complied with their requirements. I understand that participation in the
NCEEP is voluntary and subject to approval by permitting agencies.
Please check all that apply:
❑ Applicant is a Federal or State Government Entity or a unit of local government
meeting the requirements set forth in G.S. 143-214.11 (as amended by SL 2011-
343) and is not required to purchase credits from a mitigation bank.
There are no listed mitigation banks with the credit type I need located in the,
hydrologic unit where this impact will take place (link to DwR list)
❑ Mitigation bank(s) in the hydrologic unit where the impacts will occur have been
contacted and credits are not currently available.
❑ The DWR or the Corps of Engineers did not approve of the use of a mitigation
bank for the required compensatory mitigation for this project.
C
This is a renewal request and the permit application is under review.
credits were not available at the time the application was submitted.
Enter date permit application was submitted for review:
Bank
Note: It is the applicant's responsibility to document any inquiries made to private mitigation
banks regarding credit availability.
,t4." ` -*'' have readand uiidersiandeEEP''s.ref —tih policies�(attached)
i x6fiheie
Signature of Applicant or Agent
Z/ .0 r 5
Date
Plantation at Fayetteville
Project Name
Bruce Nooe
Printed Name
Santa Fe Drive, Fayetteville, NC
Location

NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
IN -LIEU FEE REQUEST FORM Revised June 18, 2014
Complete requested information, sign and dale, email to keliv.williams alncdenr.aov Attachments are acceptable for clarification
purposes (location map, address or lat long Is required) Information submitted is subjeci to NC Public Records Law and maybe
._ . ­.61 ....-1..,n rr.e 111 o o Feld nn T­ d= mRomnnne
uww.. u y v..... ......... ..�.. -._ ...___..
CONTACT INFORMATION A
APPLICANT'S AGENT A
APPLICANT
1. Business /Company Name C
CPT Engineering and Surveying P
Plantation at Fayetteville
2. Contact Person B
Bruce Ncoe M
Mark Reynolds
3. Street Address or P O Box 4400 Tyning Street 5
529 F College Rd
4. City, State, Zip High Point, NC 27265 G
Greensboro, NC 27410
1 5 Telephone Number 336 - 812 -8800 x 315 j
j 336 - 315 -8500 `
i� 6 E -Mail Address —
@cptengineenng.com -
mark @bhcllc net -
— _ -- b
Project Name I P
Plantation at Fayetteville
8. Project Location (nearest town, city) tY) � F
Fayetteville, NC
9. Let -Long Coordinates or attach a map 3
35.10008 and -79 97322
10. County C
Cumberland
1 i. River Basin & Cataloging Unit (8-digit) j 0
03030004
(See Note 1) -
- --
12. Project Type "indicate owner type and O
Owner Type ❑ Government Private
write in project type (e g school, church, retail, i
residential, apartments, road, utilities, military, P
Project Type: Housing
etc
13. Riparian Wetland Impact (ac.) (e g., 013) 0
0.34 ac
14. Non - Riparian Wetland Impact (ac.) I n
none
15. Coastal Marsh Impact (ac.) I n
none
16. Stream Impact (ft.) (e g 1,234) W
Warm C
Cool C
Cold
145 n
none n
none
17. Riparian Buffer Impact (sq. ft)
Include subwalershed if Jordan or Falls Lake- Z
Zone 1 Zone 2
none l
l none none
18. Regulatory Agency Staff Contacts
NCDWR: i
USACE: Emily C. Greer O
i
Check L) below if this request is for a. B
By signin �betow; the applic`a`nt,is confi�ming they have
read and.understand EEF)s refund policy posted at
❑ revision to a current acceptance ,
,.c -Y , ;,�
nceepmet,andlattachedito this `form.
Signature of Applicant or Authorized Agent-
❑ renewal of an expired acceptance i
i S
❑ extension of unexpired acceptance 2
s V
1 For help in determining the Cataloging Unit, visit•wimy,riceeo net or contact LLr
Direct questions to Kelly Williams at 919.707 -8915 or_kelly williams(aD-ricdenr gov or to EEP's front desk al 914 -707 -8976

Engineering & Surveying, Inc.
Attachment 6: Stormwater Plan
4400 Tyning Street • High Point, NC 27265 Phone [phone] • Fax- (336) 812 -8780
www cptengmeennse.com

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DATE: 01/2q/I5
FROJEGT: q-76-10
DRAWN BY: BBN
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DATE: 01/2q/I5
FROJEGT: q-76-10
DRAWN BY: BBN
SHEET _ C _

VEGETATIVE SHELF TO BE PLANTED PER LANDSCAPE AR( HITECTS PLANTING PLAN
EXISTING WETLANDS ARE TO BE IMPACTED AS PART OF THIS PLAN
PCN SUBMITTED TO THE USACE.
DESIGN INFORMATION:
TOTAL SITE ARE,-;: 29.72 ACRES
TOTAL DRAINAGE AREA TO POND
20.8 AC.
IMPERVIOUS AREA
13.7 AC. (66% :.UA OF D.A.)
DESIGN: IMPERVIOUS AREA
14.56 AC. (70; BUA OF D.A.)
REQUIREMENTS:
REQUIRED faQVIDED
SURFACE AREA
24,282 SF 33,106 SF
(REQ. FOR 90% TSS REMOVAL ® 5.0' AVG. DEPTH;'
PERM. SED. STORAGE (TOTAL)
9,438 CF 118,054 CF
FROM 182' TO 183" IN FORBAY & FROM 182' TO 183' IN POND
PERM. SED. STORAGE
2141
GREENSBORO, NG q
336-315-8500
FOREBAY: 20% OF REQUIRED
1,888 CF 12,000 CF
TEMP. W.Q. VOLUME
49,757 CF 5_,186 CF
PRE -DEV. FLOWS
POST -DEV. FLOWS ''?QND ELEV.
1 YR 23.47 CFS
7.38 CFS 191.29'
2 YR 38.27 CFS
25.03 CFS 191.70'
10 YR 84.68 CFS
44.25 CFS 192.85'
100 YR 173.17CFS
52.58 CFS 194.88'
STRUCTURE:
SIZE
WATER QUALITY RELEASE
3.5"
RISER
48"
BARREL
24„
EMERGENCY WEIR
20'
NOTES:
POND CONSTRUCTION NOTES.'
WATERSHED INFORMATION
�(�O�M�PAGTEID
U THE OWNER/CONTRACTOR 15 RESPONSIBLE FOR OBTAINING THE
EARTHEN FOREBAY BAFFLE W/
�- 1. GONTRAGTOR SHALL ESTABLISH ORA55 ALONG THE
SERVICES OF A GEOTECHNICAL FIRM TO LOCATE SUITABLE FILL ON
517E TO CONSTRUCT THE DAM AND TO CONDUCT COMPACTION TE5TIN0.
I, DEVELOPER INFORMATION:
BANKS AROUND THE PERMANENT POOL AS SOON AS
NTH GEOTEGHNCAL TESTTOP SHALL
PROVIDE DE5GNCERTIFICATION
RESULTS.
Berkley Hall Gaietrvctlon, LLC
C 6RADIN6 OPERATIONS DICTATE. SEE PERMANENT
PO Box laotl
SEEDING SPEGIFIGATIONS FOR SEEDING SCHEDULE.
2) ANY BORROW/NA5TE OF MATERIAL SHALL TAKE PLACE WITHIN THE
LIMITS OF DISTURBED AREA OR FROM AN APPROVED LOCATION ON51TE,
2141
GREENSBORO, NG q
336-315-8500
2. THE PERMANENT POND DETENTION SHALL BE USED
THEONTRACTOR MUST PROVIDE THE M516N ENGINEER AT LEAST ONE
2. TYPE OF ROADWAY5, A5PHALT PARKING, CURB AND GUTTER
FOR TEMPORARY SEDIMENT 5TORAGE DURING
DAYSNOTICEOR INSSF THE',TI LLowlr+b Sr�Es of GONSrRucrloN TO
3. ROAD WAY AND PAVED AREA SLOPESe o-sR5
" C GON5TRUGTION. ONCE THE SITE HAS BEEN STABILIZED,AT
CUTOFF TRENCH EXCAVATION PRIOR TO BACKFILL
ITO
4.5EW06E DISPOSAL SMALL BE BY PRIVATE COLLECTION 5EWER.
THE PERM. POND SHALL BE GLEANED TO THE
AT THE START OF PIPE 4 SEEPAGE CONTROL DIAPHRAGM INSTALLATION
2
ORIGINAL DE516N 6RADE5. ALL SEDIMENT SHALL BE
AT CONSTRUGTIONANSTALLATION OF ANTI -FLOATATION BLOCK
5. THE PROPERTY OWNER (OR OWNERS' A55OCIATIOW 15 RE5PON515LE FOR
MAINTAINING THE COMPLETED PERMANENT WET DETENTION POND ACGORDIN6
REMOVED AND THE POND STABILIZED PRIOR TO
AT COMPLETION OF CONSTRUCTION
THE APPROVED MAINTENANCE PLAN A5 DIRECTED BY THE GOVERNMENTAL
P4C
4) GENERAL - THE DAM AREA SHALL BE CLEARED, GRUBBED
OFFICES HAVING JURISDICTION FOR WATERSHED PROTECTION AND IF THE
155UANGE OF THE GERTIFIGATE OF OCCUPANCY.
AND STRIPED OF ALL VEGETATIVE MATERIAL AND TOPSOIL PRIOR TO
OWNERS' A550GIATION SHOULD BE DISSOLVED OR CEASE TO EX15T, THEN IN
,
DAM CONSTRUCTION. THE DISP05AL OF TREES, STUMPS, CONSTRUCTION
THAT EVENT ALL THE OVAIER5 OF RECORD AT THE TIME OF REQUIRED
z
DEBRIS, VEGETATIVE MATERIAL, ETC. SHALL NOT BE PERMITTED IN
MAINTENANCE SHALL BE JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL
3. SEDIMENT SHALL BE REMOVED FROM THE POND
THE DAM OR POOL AREA OF THE WETLAND. WHEN BLASTING 15 USED TO
COSTS ATTENDANT THERETO.
DURING DEVELOPMENT WHENEVER THE STORAGE
REMOVE ROCK FROM THE POOL AREA, THE BLASTED AREA SHALL BE
6. THE GOVERNMENT OFFICE HAVING JURISDICTION FOR WATERSHED
VOLUME EXGEED5 1/2 OF THE TEMPORARY TRAP
OVER -EXCAVATED TO A DEPTH OF AT LEAST TWO FEET (2') BELOW
FIN15H GRADE AND BROUGHT BACK TO FINISH GRADE WITH GLEAN
PROTECTION AND THEIR A9516NS HAVE RIGHT OF ACCESS TO THE PERMANENT
�-- SEDIMENT VOLUME INDICATED ON THE EROSION
RELATIVELY IMPERVIOUS $OIL MATERIAL COMPACTED IN PLACE.
STORMWATER GONTROL(5) FOR INSPECTIONS AND MAINTENANCE ENFORCEMENT
J ;CONTROL SHEET.
s) EARTH FILL DAMS
p,75'
EXTENSION SUPPORTS .iVx2" ALUM ANGLE)
A) 501L MATERIALS USED FOR EARTH FILL WHICH ARE H16HLY
T. THE PERMANENT NET DETENTION POND SHALL HAVE FULL DE51GN VOLUME
AVAILABLE PRIOR TO ANY 155UANCE OF CERTIFICATES OF OCCUPANCY FOR
4. POND HAS BEEN DESIGNED FOR THE MAXIMUM
PERMEABLE OR WHICH EXHIBIT 516NIFIGANT 5HRINKA6E SWELL,
SITE AND/OR PRIOR TO ANY PLAT RECORDATION FOR THE SITE, THIS MAY
OR DISPERSION SHALL NOT BE USED IN THE EMBANKMENT.
REOUIRE THE GLEAN OUT AND DISP05AL OF SEDIMENT FROM THE POND.
IMPERVIOUS AREA WITHIN THE DRAINAGE AREA.
$) A CUTOFF TRENCH (GORE TRENCH) SHALL BE PROVIDED WITH
CONCRETE FOOTING
T
A MINIMUM WIDTH OF FIVE FEET (57. THE CENTERLINE OF THE
8. THE CONTRACTOR SHALL SCHEDULE A PREC.ON5TRUGTION MEETIN6 WITH THE
1
CUTOFF TRENCH SHALL NOT BE LOCATED DOWNSTREAM OF THE
CITY OF FAYETTEVILLE WATER5-IED INSPECTOR WHEN THE PERMANENT POND
5. A PUMP WILL BE PROVIDED BY THE OWNER OR
IN51DE TOP OF SLOE OF THE DAM. THE CUTOFF TRENCH SHALL
SITE HAS BEEN CLEARED AND THE POND HAS BEEN FIELD 5TAKED.
; OWNER'S A550GIATION (IF NEEDED) TO DRAIN THE
BE CAREFULLY BACK-FILLED WITH HIGHLY IMPERMEABLE MATERIAL
q, FINAL APPROVAL OF THE POND SHALL BE DONE AT FINALIZATION OF THE
POND FOR MAINTENANCE.
AND COMPACTED TO AT LEAST NINETY-FIVE PERCENT (95%) OF
GRADING PERMIT OR AT 15SUANGE OF THE FINAL BUILDING GERTIFIGATE OF
STANDARD PROCTOR DENSITY.OGGIIPANGY,
WHICHEVER COMES LATER. THE POND SHALL BE COMPLETED IN
6. REFER TO 6RADIN6 AND DRAINAGE PLAN FOR
G) THE MINIMUM TOP WIDTH THE DAM SHALL BE TEN FEET (10')
E5 AT 51-15H DE E'TH THE RMANENTGROVND COVER ON ALPROVED PLANS AND LEMBANKMENTSWITHUDTIHE
® ADDITIONAL INFORMATION.
SLOPES SHALL NOT BE STEEPER THAN 3,1 (THREE HORIZONTAL
ST
TO ONE VERTICAL).
POND COMPLETELY CONSTRUCTED. A PRE -CERTIFICATION INSPECTION 5HALL
NAME DATE
BE COMPLETED BETWEEN GPT ENGINEERING d 5URVEYIN6, INC AND THE
D) ALL DISTURBED GROUND AREAS AND EMBANKMENTS SURROUNDING
ENFORCEMENT OFFICER AND ALL ITEMS IDENTIFIED DURING THAT INSPECTION
7, R15ER, BARREL, AND TRASH RACK SHALL BE AS
THE WETLAND SHALL BE MECHANICALLY STABILIZED OR HAVE PERMANENT
SHALL BE COMPLETED PRIOR TO THE ACCEPTANCE OF THE ENGINEER'S
SUPPLIED BY GONTEGH GONSTRUGTION PRODUCTS OR
GROUND COVER ESTABLISHED IN AGGORDANCE WITH THE PERMANENT
CERTIFICATION OF COMPLETION. THECERTIFICATIONOF COMPLETION SHALL
...�
eEQUAL THERETO.
5EDI14(5 SCHEDULE.
E) 596 OF THE TOTAL EMBANKMENT HE16HT SHALL BE ADDED TO TOP
NOT PRECEDE THE FINALIZATION OF THE 6RADIN6 PERMIT OR THE 155UANGE
OF THE FINAL G.O. BY MORE THAN TWO (2) WEEKS.
OF DAM ELEVATION TO OFFSET FUTURE SETTLEMENT.
F 8. GONTRAGTOR SHALL 51,115MIT 5 SETS OF SHOP
DRAWINGS FOR APPROVAL PRIOR TO GONSTRUGTION.
UPSTREAM GRAVEL FAGIN6
I' THICK MIN.
2
I
TOP OF BAFFLE ELEV. 18850'
2
�I
NOTE.
REFER TO GRADING do DRAINAGE PLAN MIRAFI 16ON
FOR MORE INFORMATION. FILTER FABRIG
EARTH BAFFLE W 1 TH 5TONE OUTLET 5EGT1 ON DETAIL
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EARTHEN FOREBAY BAFFLE W/
18„
f10'
EARTH
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ELEV.: 188.5'
TOP OF RISER I
mi r
SIDE VIEW (NTS)
TOP OF EARTH BAFFLE
ELEV. 188.50'
GOMPAGTED
EARTH
_'� 2
183.0' _
BOTTOM OF FOREBAY
20'11TOP OF DAM 1 SEDIMENT 5TORAGE 10 WIDTHOM
- - Ig6.0 EARTH BAFFLE KITH STONE OUTLET SECTION DETAIL
3
WEIR
\\� I �/ // ///l \•Yj%///\///�/i� FRONT VIEW (NTS)
j�/��/�/!� WEIR LINED YqITH NA6 5T5
OR APPROV{^D EQUAL -
5TAPLE PATTERN "D"
EMER6ENGY SP I LLWAI/ DETAIL
N.T.S.
SEE SHEET 7A FOR
O
DETAIL OFTRASH RACK
V
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EARTHEN FOREBAY BAFFLE W/
18„
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�
OF RIP RAP OUTLET
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ELEV.: 188.5'
TOP OF RISER I
ELEV.= 191.0'
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BOTTOM O
3.5"INV ORIFICE189.ELEV.82.0
INV.= 189.5' 6" MIN.
GASKET
(� O
48" DIA
11.1
ENGINEER'S STATEMENT OF POND AND DAM SAFETY
zm
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RISER
24 CAP
THE 5TORMWATER POND AND DAM SHOWN ON THIS PLAN 5AT15FIE5 REQUIREMENTS OF THE
_
CAP INV.
®1.0%
NORTH CAROLINA 5TATE DAM SAFETY LAW OF 1961 [AS AMENDED THROUGH Igg51 AND THE
INV. =
N
183.0' 1.0' 183.0'
L
RULES AND REGULATIONS AS PRESENTED IN THE NORTH CAROLINA ADMINISTRATIVE CODE
..
TITLE 15A, SUBCHAPTER 2K - DAM SAFETY. EVEN IN THE CASE WHERE THE DAM SHOWN ON
=75
TH15 PLAN 15 DETERMINED BY THE STATE TO BE EXEMPT FROM THE ABOVE NOTED DAM
p,75'
EXTENSION SUPPORTS .iVx2" ALUM ANGLE)
SAFETY REQUIREMENTS, 1, A5 THE OUALIFIED DESIGN ENGINEER, STATE THAT THE POND AND
DAM ARE DE51ONE0 TO BE SAFE AND ADEQUATE FOR THE PROTECTION OF PUBLIC HEALTH,
SAFETY, WELFARE, AND DO1,41,15TREAM PROPERTY. I UNDERSTAND THAT THI5 STATEMENT A5
BOTTOM OF EXTENSON SUPPORTS (4 REQ'D)
THE DE516N ENGINEER SHALL NOT RELIEVE THE OWNER OR OPERATOR OF THE POND AND
CONCRETE FOOTING
EMBEDMENT DEPTH .75
DAM FROM THE LEGAL DUTIES, 05LIOATION5, AND LIABILITIES AR151NO FROM SUCH
6'W x 6'L x 2.5'D
OWNERSHIP OR OPERATION.
(q0 FT"'3) 2•_O•
3000 PSI CONCRETE
THE 5TORMWATER CONTROL 5TRUGTURE(5) 5HOWN ON THI5 PLAN 15 DE5I6NED TO
REDUCE THE POST -DEVELOPMENT 2 -YEAR 24 HOUR STORM EVENT AND THE IO -YEAR 24
HOUR STORM EVENT TO PRE -DEVELOPMENT RATES.
R15ER DETAIL
(NTS)
NAME DATE
FREEBOARD=
16 LF OF 8" GAP a 0.5% 0100 YR. STORM = 1.12'
W/FLAN&ED JOINTS 8 10 YR STORM = 3.15'
NEOPRENE GASKET
,/ 100 -YR. STORM EL. Ig4.8
TEMPORARY PLATE WITH � lo -YR. STORM EL. II. -7'
iKIMMER HOSE ATTACHMENT. 2 -YR STORM EL. Iql. i'
�J I -YR. STORM EL. IAI.2q'
(SEE EROSION CONTROL PLAN.) p TOP OF RISER EL. IQI.O'
AQUATIC: SHELF TOP ELEV: 190.0' _
3.5" O.D. ORIFIG
PERMr ;ELE
HENT POOL (ORIFICE V.):189.5'
- - - V
AOUATIO SHELF BOT. ELEV: 189.0'
BOTTOM OF PERMANENT POOL 183.0' DRAIN INV. 183.0\
SEDIMENT 51.7ORA6E
BOTTOM OF POND 182.0'
SECTION A -A
N. T. S.
O - TYPICAL DAM SECTION
WET POND
FOND' LINER NOTE:
IT 15 THE: OWNER5 RESPONSIBILITY TO ENSURE THAT THE WET DETENTION POND WILL
RETAIN (MATER. THIS MAY REQUIRE THE INSTALLATION OF A POND LINER OR
5PEGIALII,ZED FILL DEPENDING ON EXISTING 51TE 501L CONDITIONS. A LICENSED
6EOTEGIP1NIGAL CONSULTANT SHALL DETERMINE IF A LINER 15 REQUIRED AS WELL AS
THE LINEIR TYPE. INFILTRATION RATE TO BE NO MORE THAN 0.01 INYHR.
8" SHEAR VALVE
VALVE TO BE
OPERATION AND MAINTENANGE
INSPECTION EVERY MONTH TO INCLUDE THE FOLLOWING:
I. REMOVE DEBRIS FROM THE TRASH RACK
2. GHEGK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS.
3. CHECK THE POND'S SIDE SLOPES; REMOVE TRASH, REPAIR ERODED AREA BEFORE
THE NEXT RAINFALL EVENT.
INSPECTION EVERY 3 MONTHS TO INCLUDE THE FOLLOWING,
I. INSPECT THE GOLLECTION SYSTEM (I.E. CATCH BASINS, PIPING, 6RA55ED 5WALES)
FOR PROPER FUNGRIONIN6. CLEAR ACCUMULATED TRASH FROM BASIN GRATES AND
BA51N BOTTOMS, A.ii"0 CHECK PIPING FOR OBSTRUCTIONS.
2. CHECK POND INLET PIPES FOR UNDERCUTTING, REPLACE RIPRAP, AND REPAIR
BROKEN PIPES.
3. RESEED ANY 6RA55ED 5WALE5 TWICE A YEAR OR A5 NECESSARY. REPAIR ERODED AREAS.
INSPECTION EVERY 6 'MONTHS TO INCLUDE THE FOLLOWING=
I. REMOVE ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE OUTLET STRUCTURE.
2. CHECK WETLAND DEPTH AT VARIOUS POINTS IN THE STRUCTURE. IF DEPTH 15 REDUCED TO
V OF ORIGINAL DESIGN DEPTH, SEDIMENT WILL BE REMOVED TO AT LEAST
ORIGINAL DE516N DEPTH.
MAINTENANCE AS REOUAED:
1. MOW DAM AND 51DE 5LOPE5 ACCORDING TO THE SEASON. MAXIMUM 6RA55 HEIGHT
WILL BE 6".
2. THE ORIFICE 15 DE56NED TO DRAW DOWN THE POOL IN 2-5 DAYS, IF DRAWDOWN
15 NOT AGGOMPLI5HED IN THAT TIME, THE SYSTEM MAY BE GLOGGED. THE SOURCE
OF THE GL0661116 MUST BE FOUND AND ELIMINATED.
3. ALL COMPONENTS OF THE DETENTION SYSTEM MUST BE KEPT IN GOOD
WORKING ORDER.
VEGETATION ABOVE THE PERMANENT POOL:
1. VEGETATION ABOVE THE PERMANENT POOL SHALL BE A BLEND OF LOCAL GRASSES.
MAINTAINED BY MECHANICAL MOVING ON THE SAME FREQUENCY AS THE APARTMENT
GROUNDS. MOST AREAS WILL BE SERVED BY A 5PRINKER 5Y5TEM.
4' THIN
^�N 37
ox
EXISTING GROUND
c? 4' Min. '
TYPICAL SECTION THROUGH DAM
N.T.S.
CORE/CUTOFF TRENCH
TO BE CONSTRUCTED OF IMPERVIOUS CLAY MATERIAL; MATERIAL TO BE PLACED IN 6"
LOOSE LAYERS & COMPACTED WITH SHEERS FOOT TYPE EQUIPMENT TO 95% OF MAX.
DRY DENSITY IN ACCORDANCE WITH ASTM D698. DESIGN REQUIREMENTS TO BE VERIFIED
BY SOILS ENGINEER.
NOTE:
FILL MATERIALS TO BE FREE OF DEBRIS, W,'•STE, FROZEN MATERIALS, VEGETATIVE
MATERIAL OR ROCK LARGER THAN 6: IN DIAMETER. SLOPES STEEPER THAN 4:1 SHALL
BE STRIPPED & PLOWED, SACRAFIED, BENCH€ED OR BROKEN UP TO PROVIDE SURFACE
BOND BETV,'EEN EXISTING SURFACES AND FILIL MATERIAL. NO BACKFILL OR FILL MATERIAL
TO BE PLACED ON MUDDY, FROZEN OR FROST - COVERED SURFACES. FILL MATERIAL
FOR DAM TO BE PLACED IN MAX. 8" LIFTS & COMPACTED WITH SHEERS FOOT EQUIPMENT
TO SENSITIES AS RECOMMENDED BY SOILS 714GINEER. BACKFILL AROUND PIPE TO BE
PLACED IN 4" LAYERS & COMPACTED WITH (HAND -OPERATED TAMPERS TO MIN. 2' DEPTH
OVER TOP OF PIPE.
MIME v
®�* 7*
SEE NO TEE 3 UNDERPOND
• ••
ATTACHED WITH WATERTIGHT PROVIDE 20' WIDE EMERGENGY SPILLWAY.
GONNEGTI ON.
TOP OF DAM ELEV. 196.00' SEE NOTE E UNDER VOND
SPILLWAY INV. ELEV. 1x4.7' CONSTRUCTION NO ES
SEE SHEET -IA FOR (SEE EMERGENGY SPILLWAY GR055 SECTION
TRASH RACK DETAIL DETAIL THIS SHEET)
FIRST JOINT TO BE I I SEEPAGE
24" OUT OF RISER, CONTROL FILTER
FLANGE JOINT w/
NEOPRENE 6A5KETDIAPHRAGM
3' (SEE DETAIL
x SHEET 7A)
Q � � 10[WIDE QUATIC SHELFlu
x
1 �4CL
-1 1O- - - -
3'
INV0 100 L.F. - 24 " ALUMINUM PIPE
. 183.
`O -
�---- 4' °
I------ 6'
4' DEEP (MIN)
GUT -OFF LuNDERPRAIN
ALUM. FLANGE JOINTS w/ TRENCH COLLECTOR
PIPE
NEOPRENE 6A5KETS 8
5TAINLE55 STEEL BOLTS
CONCRETE ANTI -FLOATATION BLOCK
6W X 6L X 25D
POND LINER REQU I RED: I 1F I LTRAT I ON RATE TO BE
NO MORE THAN 0.01 I N/HF,
DEVELOPER
NOTE: SHOP DRAWINGS MUST BE APPROVED BY
THE ENGINEER PRIOR TO CONSTRUCTION
FES
INV. = 182.0'
RIP RAP OUTLET
APRON: L X W X D
24'x26'x2'
GLASS I RIPRAP
MIRAFI 16ON
FILTER FABRIC,
NAME: Berkley Hall Construction, LLG
ADDRESS: PO Box IQOII
Greensboro, NG 27416
PHONE NO.: 336-315-85OO
REVISIONS
G06 Stormwater Manageme
Comments
Date: Q/15/10
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5GALE: N.T.5.
DATE: 1/26/I5
PROJECT: Q 6-10
DRAWN BY:
5HEET 7