SW6110704_CURRENT PERMIT_20160324

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW &EGA
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑. COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M DD

Energy, Mineral
and Land Resources
ENVIRONMENTAL OVALITY
March 24, 2016
Michael Melia
Director of Construction
903 Armistead Street
Fort Bragg, North Carolina 28307
Subject: Linden Oakes Phase 2D
Stormwater Permit No. SW6110704
Dear Mr. Melia:
PAT MCCRORY
Corrrno,
DONALD R. VAN DER VAART
Secraran
TRACY DAVIS
MAR 2 9 2016
t -
,
The Stormwater Permitting Unit received a request for a plan revision for Stormwater
Management Permit Number SW6160704 on March 24, 2016. The revision includes minor
changes in the plans for stormwater management. It has been determined that a formal permit
modification is not required for the revisions. We are forwarding you an approved copy of the
revised plan for your files.
Please be aware that all terms and conditions of the permit issued on August 4, 2011 remain in
full force and effect. Please also understand that the approval of this revision to the approved
plans for the subject State Stormwater Permit is done on a case -by -case basis. Any other changes
to this project must be submitted to and approved through the permitting authority prior to
construction. The issuance of this plan revision does not preclude the permittee from complying
with all other applicable statutes, rules, regulations or ordinances which may have jurisdiction
over the proposed activity, and obtaining a permit or approval prior to construction.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or
need additional information concerning this matter, please contact Mike Randall at (919) 807-
6374; or [e-mail].
Since"NAL SIGNED BY
MICHEAL F RANDALL
for Tracy E. Davis, PE, CPM, Director
cc: SW6110704 File, Fayetteville Regional Office
State ofNorth Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail service Center I Raleigh, North Carolina 27699-1612
919-807-6375

State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
77tis form may be photocopied for use as arr original
1. GENERAL INFORMATION
1. Stormwater Management Permit Number: SW6110704
2. Project Name: Linden Oaks Phase 2D
3. Permit Holder's name (specify the name of the corporation, individual, etc.):
Corvias Military Living (formerly Picerne Construction/FBG LLC)
4. Print Owner/Signing Official's name and title (person legally responsible for permit):
Michael Melia. Director of Construction
5. Mailing Address for person listed in item 2 above:
903 Armistead Street
City: Fort Bragg State: NC Zip: 28307
Phone: (910 ) 764-4570 Fax: [phone]
Email: [e-mail]
it. PLAN REVISION INFORMATION MAR 2 9 2016
1. Summarize the plan revision proposed (attach additional pages if needed):
The uermitted infiltration basin has been modified to a stormwater wetland
III. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. The complete
application package should be submitted to the DEMLR Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
nest to each item.
Initials
• Original & 1 copy of the Plan Revision Application Form
• Two (2) copies of revised plans (must be revisions of original approved plan sheet(s))—
If applying for Express review (only available in 20 coastal counties):
• Application fee of $500.00 (made payable to NCDENR)
VI. APPLICANT'S CERTIFICATION
I, (print or hjpe name o%person listed fm General Information, itent 3) tlichncl .Ilel iu
certify that I have authorized these plan revisions and that the information included on this plan revision
application is, toy /st of i/y knoA,*,d9,treq and complete.
Plan Revision Form
Date: F
Rev. Oct. 31, 2013

State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This form may be plmtocopied for use as an original
1. GENERAL INFORMATION
1. Stormwater Management Permit Number: SW6110704
2. Project Name: Linden Oaks Phase 2D
3. Permit Holder's name (specify the name of the corporation, individual, etc.):
Corvias Military Living (formerly Picerne Construction/FBG LLC)
4. Print Owner/Signing Official's name and title (person legally responsible for permit):
Michael Melia. Director of Construction
5. Mailing Address for person listed in item 2 above:
903 Armistead Street
City: Fort Bragg State: NC Zip: 28307
Phone: 1910 ) 764-4570 Fax: (910 ) 497-5924
Email: michael.melialmrvias.com
It. PLAN REVISION INFORMATION
1. Summarize the plan revision proposed (attach additional pages if needed):
The Permitted infiltration basin has been modified to a stormwater wetland.
Ill. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. The complete
application package should be submitted to the DEMLR Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
/
• Original & 1 corny of the Plan Revision Application Form '[/'"V
• Two (2) copies of revised plans (must be revisions of original approved plan sheet(s))
If applying for Express review (only available in 20 coastal counties):
• Application fee of $500.00 (mate payable to NCDENR)
Vt. APPLICANT'S CERTIFICATION
1, (print or hjpe umne vfperson listed in General Information, item 3) .tlichacl IteI is
certify that I have authorized these plan revisions and that the information included on this plan revision
application is, tot / st of (,y kno a re and complete. L
Signature: Date:
1-4
Plan Revision Form Rev. Oct. 31. 2013

State Stormwater Permit
Permit No. SW6110704
Linden Oaks Phase 2D Page 1 of 2
Stormwater Permit No. SW6110704
Harnett County
Designer's Certification
I, •JQ#J*6 (* J At�Al 6E , as a duly registered Tkofi,&%1OWAL. Ell*kftLin
the State of North Carolina, having been authorized to observe ( trip odically/weekly/full
time) the construction of the project,
UnteuyAgs %4hRse 21D
(Project)
for COILV11% OUT*4W UVINer (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
111 M 1111ED 1NFILV4A *tJ Mw KMS MODIFICD Tv
Ar WC'R.IAN�,
SEAL
Signature
Registration Num er 613182—
Date
SEAL
i p i 33782
1 %!
0 �GINEF
,,"1%41V A. A�
Page 6 of 7

State Stormwater Permit
Permit No. SW6110704
Certification Requirements: Page 2 of 2
\�W1. The drainage area to the system contains approximately the permitted
acreage.
_2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
'JIM-3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
NJO 4. All roof drains are located such that the runoff is directed into the system.
Q 1j�5. The outlet/bypass structure elevations are per the approved plan.
J_I*_6. The outlet structure is located per the approved plans. <Ae
7. Trash rack is provided on the outlet/bypass structure.
yft_8. All slopes are grassed with permanent vegetation.
J)L9. Vegetated slopes are no steeper than 3:1.
_10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and volume have been provided.
J 12. All curb cutlet vegetated swales/areas have side slopes no steeper than
5:1.
13. All required design depths are provided.
JA14. All required parts of the system are provided per the approved plans.
J-15. The required dimensions of the system are provided, per the approved
plans.
Please submit this Designer's Certification to: Fayetteville Regional Office
Surface Water Protection
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
R
Local Building Inspector
Page 7 of 7

S WC 1107 o Lt
Permit No.
(to be onaWded by DWQ)
®�/n
O=Of WA TF,
STORMWATER MANAGEMENT PERMIT APPLICATION FORM os=
NCDENR
401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad 111) must be printed, filled out and submitted along with all of the required information.
IAP,RWECTiINF.ORMATION,
Project Name
Linden Oaks Phase 2D
Contact Person
John Kuzenski
Phone Number
919-653-2990
Date
'SI112011
Drainage Area Number
1
II,,IDESIG NiINF,ORMATION
Site Characteristics
Drainage area
- 301,626.0o
'ft2
Impervious area
106,213.00
'flz -
Percent impervious
35.21
%
Design rainfall depth
1.00
in
Peak Flow. Calculations
1-yr, 24-hr rainfall depth
3.06
in
1-yr, 24-hr intensity
0.13
in/hr
Pre -development 1-yr, 24-hr discharge
0.49
iff'Isec
Post -development 1-yr, 24-hr discharge
0.00
:ft /sec
Pre/Post 1-yr, 24-hr peak flow control
-0.49
fttlsec
Storage Volume: Non -SA Waters
Minimum design volume required
_
6,612.00
it,
Design volume provided
22,315.00
fl] OK for non -SA waters
Storage Volume: SA Waters
1.5' runoff volume
-fla
Pre -development 1-yr, 24-hr runoff volume
'ga
Post -development 1-yr, 24-hr runoff volume
'ga
Minimum required volume
fla
Volume provided
it,
Soils Report Summary
_
_
Soil type
Fine Sand
Infiltration rate
2.50
inlhr
SHWT elevation
265.00
'fmsl
Basin Design Parameters
Drawdown time
0.40
days OK
Basin side slopes
3.00
:1 OK
Basin bottom elevation
267.00
toast OK
Storage elevation
269.10
1msl
Storage Surface Area
12,599.00
flz
Top elevation
270.25
foist
Basin Bottom Dimensions
Basin length
196.00
it
Basin width
61.00
it
Bottom Surface Area
8,976.00
,ft2
Form SW401-Infltralion 8asin-Rev.5 I lAp2011
%%%%y 111 ii i fief
C '.9
S
2
03 8
• oia
16�gllln
Pans I. 811. Design Summary, Page 1 of 2

Permit
(to 5e provided by Dvvg)
Additional Information
Maximum runoff to each inlet to the basin?
3.76
,ac-in
Maximum of 2 acre -inches allowed
Length of vegetative filter for overflow
,.,,. NIA
'ft
OK
Distance to structure
NIA
�ft
OK
Distance from surface waters
>30
',ft
OK
Distance from water supply wells)
>100
it
OK
Separation from impervious soil layer
>3
Ift
OK
Naturally occuring soil above shwt
2.00ft
OK
Bottom covered with 4-in of clean sand?
Y
!(Y or N)
OK
Proposed drainage easement provided?
NIA
'(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
Catch Basins
and Rip -Rap
Fonn SW401-InfilmVJon BasinRev.5 11Ap2011 Pans 1. 811. Design Summary, Page 2 of 2

I
Permit No. SW 6110 9O Y
(to be provider! by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances.. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 21-1.1000, Session Law 2006-246, and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : Linden Oaks Phase 2D
Contact Person: John Kuzenski Phone Number: ( 919 )653-2990
Number of Lots:I Allowable Built Upon Area (BUA) Per Lot*:14.63%
Number of Dwelling Units Per Acre**:
Low Density Development (check one): ❑ without curb & gutter ® with curb & gutter, outlets to (check one):
® Swales ® Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase 11 Post -Construction (non -SA) only)
II. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://h2o.enr.state.nc.us/su/bmp_forms.htm)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
Form SW401-Low Dens4-Rev.3-2/10/09 Page I of 4

Calculation:
For uniform lot sizes:
SA: 15,202,440 ft2 x DF: 0.1463) - (RA: 0 ft2) - (OA: 0 ft2) = BUA per Lot = 2,224,061 ft2
(No of Lots: 1)
For non -uniform lot sizes:
a. (SA: ft2 x DF: ) - (RA: ft2) - (OA: ft`) = Total allowable lot BUA
b. Total BUA from lot listing: 2,224,061 sf b must be < a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table I and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State of
North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale desien information based on the 10-vear storm.
Swale No.
Drainage
Area ac
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
cfs
Slope
(%)
Vaiiow
(fps)
Vac,aa]
(fps)
Flow
Depth ft
1
0.525
0.263
0.263
0.50
2.07
6.90
4.0
2.43
0.20
2
0.729
0.365
0.365
0.50
2.87
6.45
4.0
3.14
0.33
3
1.464
0.732
0.732
0.50
5.77
3.17
4.0
2.02
0.28
4
1 0.906
0.453
0.453
0.50
3.57
5.00
4.0
2.53
0.28
5
0.503
0.252
0.252
0.50
1.98
2.35
2.0
1.24
0.14
6
0.251
0.125
0.125
0.50
0.99
2.01
2.0
1.07
0.14
7
1.637
0.819
0.819
0.50
6.45
7.75
2.0
1.29
0.25
8
2.341
1.170
1.170
0.50
9.22
7.80
2.0
1.44
0.30
9
2.186
1.093
1.093
0.50
8.61
6.00
2.0
1.29
0.30
10
3.202
1.601
1.601
0.50
12.62
1.61
2.0
1.41
0.98
II
0.139
0.070
0.070
0.50
0.55
2.24
2.5
1.12
0.13
12
0.445
0.222
0.222
0.50
0.045
2.48
2.0
1.76
0.25
13
14
15
16
17
18
19
20
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
oll"t N/A a. t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
�i to N/A b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
N/A c. t For Phase II Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
rJ I R N/A d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
C12.10 e. Built upon area calculations are provided for the overall project and all lots.
C 12.10 f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
1
C12.11 g.
Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet Swales.
C12.11 h.
Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
�—
C 12.11 i.
At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
%
C12.11 j.
Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity <2 fl/s).
C22.03 k.
Swale detail and permanent vegetation is specified on the plans.
_
C22.03 I.
Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
N (A N/A m. Swales are located in recorded drainage easements.
C12.11 n.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
C12.11 o.11The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
fi C12.11 p.tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
tt Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up, .
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded following
sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the
system or responsible party.
Print Name and Title:Ron Phillips, Regional Vice President of Construction
Address:903 Armistead Street Fort Bragg, NC 28307
Phone: [phone] A Date: 7,,r 57, e
Note: ThAcgally responsible party sho not be a homeowners association unless more than 50%of the lots have been sold and
a resident of the subdivision has be n named the president.
I, KQ rIVt 1 L C Ckkk. ey j , a Notary cfPublic or the State of N f)rT X COLYQti mCJ County of
do hereby c tify that V1 f n i �l.i tOS personally appeared before me this
tt. day of ao I and acknowledge the due execution of the forgoing swale maintenance
requirements. Witness m hand d official seal, �p01111111111y/
Notary signature
SEAL
My commission
Form SW401-Low Density-Rev.3-2/10/09
Page 4 of 4

;o ; v
Permit Number: SV611 O') Oil
(to be provided by DWQ
Drainage Area Number: I
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion .
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3
Page 1 of 3

or
BMP element
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3
Page 2 of 3

Permit Number: 5 t'✓4 It o i o q
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project nanie:Linden Oaks Phase 2D
BMP drainage area number:
Print name:Ron Phillips
Title: Regional Vice President of Construction
Address:903 Armistead Street Fort Bragg- NC 28307
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, VOLH ti H C CO u.1,Ll t , a Notary Public for the State of
HOAX COtm U,�.'tl , Coun y of J,-Ar o k e do hereby certify that
R bwn i LLi \DS personally appeared before me this
day of , and acknowledge the due execution of the
forgoing in iltratton basin maintenance requirements. Witness my hand and official seal,
s\PV"Xt1 MCOq ,,
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SEAL
My commission expires � — 19 — 2014
Form SW40 I -Infiltration Basin O&M-Rev.3
VG Yl U Y L `J V
Page 3 of 3

(j:1 "VQ1, I

DEMLR USE ONLY _
Date Received Fee Paid ex press only) Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This fonu ntm/ be photocopied for use as an original
I. GENERAL INFORMATION
1. Stormavater Management Permit Number: SW6110705
2. Project Name: Linden Oaks Phase 2G
3. Permit Holder's name (specify the name of the corporation, individual, etc):
Corvias Military Living (formerIv Picerne Construction/FBG LLC)
4. Print Owner/Signing Official's name and title (person legally responsible for permit):
Michael Melia. Director of Construction
5. Mailing Address for person listed in item 2 above:
903 Armistead Street
City: Fort Bragg State: NC Zip: 28307
Phone: ( 910 ) 7644570 Fax: ( 910 ) 497-5924
Email: [e-mail]
H. PLAN REVISION INFORMATION
1. Summarize the plan revision proposed (attach additional pages if needed):
The ermitted infiltration basins have been modified to sand filters
III. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. The complete
application package should be submitted to the DEMLR Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original & 1 copy of the Plan Revision Application Form
• Two (2) copies of revised plans (nwst he revisions of original approved plan sheet(s)) 'yy(
If applying for Express review (only available in 20 coastal counties):
• Application fee of $500.00 (uradc payable to NCDENR)
VI. APPLICANT'S CERTIFICATION
1, (print or hjpe umae oflrerson listed in General lnforruation, item 3) Michael 11el in ,
certify that I have authorized these plan revisions and that the information included on this plan revision
application is, to th be tof my �.nowle e7y6rreet anStcomplete.
Plan Revision
Date:
Rev. Oct. 31. 2013

State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This form may be photocopied for use as an original
L GENERAL INFORMATION
1. Stormwater Management Permit Number: SW6110705
2. Project Name: Linden Oaks Phase 2G
3. Permit Holders name (specify the name of the corporation, individual, etc.):
Corvias Military Living (formerlv Piceme Construction/FBG LLC)
4. Print Owner/Signing Official's name and title (person legally responsible for permit):
Michael Melia, Director of Construction
5. Mailing Address for person listed in item 2 above:
903 Armistead Street
City: Fort Bragg State: NC Zip: 28307
Phone: [phone] Fax: ( 910 ) 497-5924
Email: michael.meliaOcorvias.com
H. PLAN REVISION INFORMATION
1. Summarize the plan revision proposed (attach additional pages if needed):
The permitted infiltration basins have been modified to sand filters
III, SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. The complete
application package should be submitted to the DEMLR Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials �
• Original & 1 copy of the Plan Revision Application Form
• Two (2) copies of revised plans (nmst be revisions of original approved plan sheet(s))
If applyinR for Express review (mdy available in 20 coastal counties) Express review (onl�nvailable in 20 coastal counties):
• Application fee of $500.00 (made payable to NCDENR)
VI. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General bnfornmtion, itevt 3) _.Michael 31e1 is
certify that I have authorized these plan revisions and that the information included on this plan revision
application is, to thAe�t of my �nowleylger ydrrVt ani'complete.
Plan Revision
Date:
Rev. Oct. 31, 2013

State Stormwater Permit
Permit No. SW6110705
Linden Oaks Phase 2G Page 1 of 2
Stormwater Permit No. SW6110705
Harnett Countv
Designer's Certification
I, I�gNArVA+1 IAt.DIJW , as a duly registered TW.OFMIW*L- ENisin
the State of North Carolina, having been authorized to observe(periodically/weekly/full
time) the construction of the project,
UNbW ohy' PA" ?$-
(Project)
for C'yW/ K MIUT4VtI( UVIN!4- (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
�6'9-*Almp RWf1t,MA1oN VAS1WS VJM tM IXr-%Cb To
SM.Ic f +l a .S ,
SEAL
Signature
Registration NUurnber _13'187- _
Date o3-2Z-16 •`•��•EL�H
SEAL
33782
a
Page 7 of 8

State Stormwater Permit
Permit No. SW6110705
Certification Requirements: Page 2 of 2
�1. The drainage area to the system contains approximately the permitted
acreage.
JM_2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
\ ►A 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
,3*A 4. All roof drains are located such that the runoff is directed into the system.
Jk5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
J 'Iq 7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
_9. Vegetated slopes are no steeper than 3:1.
\J116AL-10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
J1_11. The permitted amounts of surface area and volume have been provided.
4AL12. All curb outlet vegetated swales/areas have side slopes no steeper than
5:1.
_13. All required design depths are provided.
14. All required parts of the system are provided per the approved plans.
15. The required dimensions of the system are provided, per the approved
plans.
Please submit this Designer's Certification to: Fayetteville Regional Office
Surface Water Protection
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
M
Local Building Inspector
Page 8 of 8