SW8090925_CURRENT PERMIT_20200918

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0,?oi ZS
DOC TYPE.
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�-0 Zy ag 1 c)
YYYYM M DD

DEMLR USE ONLY
Date Receiv9d
Fee Paid
Permit Number
r
Applicable Rules: ❑ Coastal SW - 1 95 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forrn may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Knox Landing
2. Location of Project (street address):
Intersection of Camp Knox Road and Boston Road
City:MCB Camp Lejeune County:Onslow Zip:28547
3. Directions to project (from nearest major intersection):
From Camp I-ejeune Wilson Boulevard right onto Camp Knox Road and left onto Boston Road.,
4. Latitude:34° 43' 51" N Longitude:776 23' 27" W of the main entrance to the project.
if. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
t Renewals with rrrodifucations also requires SWU-102 - Renewal Application Form
b. if this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 090925 , its issue date (if known)AApril 17, 2014 , and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a Ietter from
DEMLR requesting a state Stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 47 ac of Disturbed Area
0404/401 Permit: Proposed Impacts
b. if any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:Knox Landing Phase 2, ONSI,0-2014-049, February 7, 2014
Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part Vl: httl2://portal.ncdenr.org/web/IrZrules-and-regulations
Fonn SWU-101 Version Oct. 31, 2013 Page I of
�ECEIVED
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III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Atlantic Marine Corps Communities, LLC (AMCC)
Signing Official & Title:Kathleen Murney for Thomas E. Tether, EVP Lend Lease (US) PPP, Inc.
b.Contact information for person listed in item I above:
Street Address:5401 Maryland Avenue
City:Camp Lejeune State:NC Zip:28547
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 219-6388
Email:[e-mail]
Fax: (910 ) 219-6309
Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
® Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. ('Phis is the
person who owns the property that the project is located on):
Property Owner/Organization: U.S. Department of Defense
Signing Official & Title:Neal Paul Deputy_Public Works
b. Contact information for person listed in item 2a above:
Street Address:1005 Michael Road
City:Camp Lejeune State:
Mailing Address (if applicable):
City:
Phone: (910 ) 451-2213
Email:[e-mail]
Zip:28542-0004
State: Zip:
Fax: (910 ) 451-29-27
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: i ) Fax:
Email:
4. Local jurisdiction for building permits:
Point of Contact:
Form SWU-101 Version Oct. 31, 2013
Phone #:
Page 2 of 6
ECCIVG
MAY f i 2016
BY:

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be conveyed by an underground collection system to three retention ponds.
The retention ponds have been designed per NCDENR standards.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph Il - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: n/a acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area,: acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area belour the Normal Higgh Water (NHW) lime or Mean High Water
(MHW) lime, and coastal wetlands landward from the NHW (or MHIN) lime. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal zoetlands landward of fire NHW (or MHW) litre may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = Varies - see below %
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stornavater BMP. For low density and other projects, use I for the rolrole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as Belo
er
Basin Information
Draina e Area 1
Draina e Area 2
Draina e Area 3
Draina e Area _
Receiving Stream Name
west Creek
Lek Creek
Ne�t Creek
Stream Class *
SC; HQW; NSW
SC; HQW; NSW
SC; HQW; NSW
Stream Index Number*
19-16-3.5
19-16-3.5
19-16-3.5
Total Drainage Area (sf)
1,549,865
649,409
650,127
On -site Drainage Area (sf)
1,549,865
649,409
650,127
Off -site Drainage Area (sf)
0
0
0
Proposed Impervious Area*(so
609,796
231,649
243,284
Impervious Area** total
39
36
37
Impervious- Surface Area
Drainage Area 1
Drainage Area 2,
Drainage Area 3
Drainage Area _
On -site Buildings/Lots (so
199,158
59,576
90,302
On -site Streets (so
197,614
47,718
85,833
On -site Parking (so
77,335
24,684
40,139
On -site Sidewalks (so
41,812
12,135
15,426
Other on -site (so
19,548
1,584
1,548
Future (so
65,729
51,400
-10,000
Off -site (so
0
28,560
0
Existing BUA*** (so
8,600
51992
0
Total (so:
609,796
231,649
1 243,284
Stream Class and lrrdex Number can be determined at: http://portal.nedcnr.orb=/ioeh/znq[ps/esrr/classi rcatiurrs
Impervious area is defined as the built upon area including, but not limited to, bnri =r6rd= Jr
si ezrralks, gravel areas, etc. C__ Y� G
'Report only that arrrount of existing BUA that will remain after development. Do i report any existing B !rat
is to be removed and which will be replaced by new BUA. MAY 1 1 20i6
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6
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I I. How was the off -site impervious area listed above determined? Provide documentation.
Off -site BUA includes the new imprrvious area of Camp Knox Road off new enh-v road that is outside of the
Ground Lease Line. As well as BUA associated with the Knox Landing Comntunit y Center project. BUA was
determined from land survey and desi:n drawings by Littlejohn Engineering and others.
Pro iects in Union County: Contact t)EMLR Central Qfce stcJf to check if the project is locrued ,rilhin a Threatened d,
Endangered Species watershed that may he subjecr to more .stringent stoomi-wer requirements as per 15.4 sVf'AC 02H .0000.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BNIP specified for this project. The latest versions of the forms can be downloaded
from htW://17ortal.ncdeiir.or£/web/.WLIZIZ Vs/su/bmLt-manual.
Vl. SUBMITTAL REQUIREMENT'S
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. A detailed application
instruction sheet and BMP checklists are available from
httLi://Purt,ii.ncdenr.org/web/%ULL%'_§/su statesw/forins_docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at hll ortal.ncdenr.or web Jy,1LwsZsuZ ma s.)
Please indicate that the following required information have been provided by initialing in the space provide(]
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from htt is L)ortal.ncLienr.or web wLws su statesw
forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
-0
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
,✓�q_
Form. (if required as per part V11 below)
3.. Original of the applicable Supplement Form(s) (sealed, si lied and dated) and O&Nl
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
-FJ -V—
http://www.envhel2 org/pages/onestopexprress.htmi for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. " A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
T_ P
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. if the receiving stream is reported as class SA or the
—4-4—
receiving stream drains to class SA waters within'/z mile of the site boundary, include the'h
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
D
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend,
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NFI W) of tidal waters.
i. Dimensioned property/ project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater contr �e Do —
MAY 1
12016
Form S W U-101 Version Oct. 31, 2013 Page 4 of 6
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M. M2[1,111ris delineated, or a note on the plans that none exist. (,lust be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easenien'.s, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the rain set of plans, not as a separate document).
p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHIVT elevations (Please identify
elevations in additian to depths) as well as a map of the boring locations with the existing
elevations and borim, logs. Include an 85'xll" copy, of the NRCS County Soils map %with the
project area clearly delineated. For projects with infiltration 13i41Ps, the report should also
include the soil type, expected infiltration rate, and ilhe method of determining the infiltration rate.
(Infiltration Devices submitted to MRO: Schedule n site visit fir I?EMLP to ver7hj fire SHM- prior
fo Subniltnl, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LI.C): Provide documentation from the NC:
Secretary of State ur other official d0C1l1l1erltatiMl, which supports the titles and positions held
by the persons listed in Contact Information, item'la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Sccrelary of State, otherwise the application will be returned.
http://www.�et rotary.state.nc.us/Corporations/CSearcfz aspx
VI1, DEED RESTRICNONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development. the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
RUA allocations vary, a table listing each lot number, lot size, and the allowable built-tspon area must be provided
as an attachment to the completed and notarized deed restriction form. `the appropriate deed restrictions and
protective covenants forms can be downloaded from http !f},orhl.ncdenr.csr /'•ti'i`h'lr/state-storm,.valer
tornis C10C.s. Downlnad the latest versions for each submittal.
In the instances where the applicant is different thirn the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signahrre(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DENiLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORIIATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as it
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engines>r:Thomas_1. Davis
Consulting Firim Littlejohn n Engineering Associaies
Mailing Address:1935 Twenty -First Avenue South
City:Nashville State:TN Zip:37212
Phone: (615 1 38S-144 Fax: (613 ) 385-1020
>;mail:tdavis'�?lc:rinc.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Inforwtion, item 2 has been filled out, complete this
section) pp
I, (print or type name of person listed in Contact Information, item 2a) n nrria Dj� ,xo _, certify that i
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item Ira) Kathleen Murney with (print or type noon of orgar+ization listed in
Contact Information, iterrr 1a) AMCC to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and neairrtenance of the sturmwater system. E C E I Sj�
Form SWIJ-101 Version Oct. 3 I, 20 [ 3 Pugs 5 of 0 SAY 1 1 Zfl1� ...
BY:

As the legal property owner 1 acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults an their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment f civil penalties -f up to $�,000 per day, pursuant to NCGS 143-215.6,
Signatu
Date: 5,O—ZL6
[,11ii�• ��` 1+� a Notary Public for the State of County of
l71 lo�V'N� do hereby certify that personally appeared
before me this Q� day of , and a knowledge the due execution of the application for
a stormwater permit. Witness my hand and official sea
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Notary Public r
Onslow County
-My Commission Expires=
05/26/2019
oRrH
X. APPLICANT'S CERTIFICATION
SEA1_
— 1­0 -
My commission expires oC�
I, (print or hfpe nrrrne of person listed in Contact Information, item 1a) Kathleen Murney, for Thowas E. Tether, EVP Lend
Lease (LIS) PPP, Inc.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 214 .1000 and any other applicable state stormwater requirements.
Signature: Date:
a Notary Public for the State of _ _ County of
, do hereby certify that
before me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
ECGI V E
MAY 1 1 2016
BY:
Form S W U-101 Version Oct. 31, 2013 Pale 6 of 6

a

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date:
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact lnforrnation, ilern 1a) Kathleen Murney, for Thomas E. Tether, EVP Lend
Lease (US) PPP, lice. _ _
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 211 .1000 and any other applicable state stormwater requirements.
Signature: 6
i _dL/ Date: i'Y 6 l (p"
I, JI�iAAnafj . Jh� c a Notary Public for the State of 01n)S I01A-) ouuntty�Y�
do hereby certify that ��� eA M UUk personally appeared
before me this 5 day of C' �04and cknowledge the due Au tion t applicati for„
a stormwater permit. Witness my hand and official eal, c
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Form S W U-101 Version Oct. 31, 2013
SEAL
My commission expires l D
ECEI V E
MAY ig20l5
Page 6 of 6

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Permit No. \1r p 0g07 a 5
(ro be provided by DWQJ
AOF WA7�9
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NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information
I: ,PROJECT INFORMATION,., ;,, y. t . N
Proname Kno
x ox Landing
Contact person Thomas J. Davis, P.E.
Phone number 615-365-4144
Date 1/2812011
Drainage area number 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
1,549,865 ft'
Impervious area, post -development
609,796 ft2
% impervious
39.35
Design rainfall depth
1,5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume requires
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rationa! C, post -development
Rainfall intensify: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional voiume stored above the state -required temp. pool?
Elevation of the top of the additional volume
78,289 ft'
80,912 ft'
ft3
ft3
ft3
ft3
ft,
OK
OK, volume provided is equal to or in excess of volume required.
X Y (Y or N)
3,6 in
0.40 (unitless)
0.65 (unitless)
0.15 inihr OK
2.13 ft'fsec
3.47 ft3lsec
1.34 ii'isec
9.70 fmsl
8.20 fmsl
8.67 fmsl
8.70 fmsl
7.70 fmsl
2,00 fmsl
1,00 fmsl
1.00 ft
(Y or N)
fmsl
rcr�r��
JAN 2 8 ��
Fgrm SW401-Wet Delenlion Basin-Rev_8-9!17109 Paris I. & 11. Design Summary, Page 1 of 2

Permit No.
(to be provided by OWO)
lu
1k.:DESIGN INFORMATION,. ,` ,, ,�;:.� •9 _ ,_,.. -', . ,�� .. �- �, • ;, E
Surface Areas
Area, temporary pool 60,690 ft'
Area REQUIRED, permanent pool 42,466 ft'
SAIDA ratio 2.74 (unilless)
Area PROV0ED, permanent poci. Pwm ocd 45,902 ll� OK
Area, bottom of 1Oft vegetated shelf, fro, y,w 40,213 ft'
Area, sediment cleanout, top elevation (bottom of pond), &, 1—d 24,668 fe
Volumes
Volume, temporary pool
80,912 ft'
OK
Volume, permanent pool, ,
204.634 ft'
Volume, forebay (sum of forebays if more than one forebay)
38,016 rya
Forebay % of permanent pool volume
18.6% %
OK
SAIDA Table Data
Design TSS remova
90 %
Coastal SAIDA Table Used,
Y (Y or N)
MountainlPiedmont SAIDA Table Used'
N (Y or N)
SAIDA ratio
2.74 (unitless)
Average depth {used in SAIDA table}:
Calculation option 1 used? (See Figure 10-2t
N (Y or N}
Volume, permanent pool, perm_pcd
204,634 ft'
Area provided, permanent pool, �e m
45.902 ft'
Average depth calculates
ft
Need 3 ft min,
Average depth used in SAIDA, 0,, (Round to nearest 0 5h)
ft
Calculation option 2 used? (See Figure 10-2t
Y (Y or N)
Area provided, permanent pool, ' .,_v_,
45,902 ft'
Area, bottom of 1 Oft vegetated shell, A, 5,,,:,,
40.213 ft`
Area, sediment cleanout, top elevation (bottom of pond), k roe,,
24,668 ft'
"Depth" (distance blw bottom of 10ft shelf and top of sedimen
5.70 ft
Average depth calculate[
5.07 ft
OK
Average depth used in SAIDA, q , (Round to nearest O.Sft)
5.0 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular;
4 00 in
Area of orifice (it -non -circular)
in'
Coefficient of discharge (C.)
0.60 (unitless)
Driving head K)
1.37 It
Drawdown through weir?
(Y or N)
Weir type
(unitless)
Coefficient of discharge (C)
(unitless)
Length of weir (L}
ft
Driving head (H)
ft
Pre•develcpment 1-yr. 24-hr peak flow
2.13 ftlisec
Post -development 1-yr. 24-hr peak flow
3.47 ftlisec
Storage volume discharge rate (through discharge orifice or weir)
0.28 ftlisec
Storage volume drawdown time
3.19 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
4 A
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 it
OK
Length of flowpath to width ratio
3 .1
OK
Length to width ratio
3.5 :1
OK
Trash rack for overflow & orifice?
Y (Y or N?
OK
Freeboard provided
1.5 it
OK
Vegetated filler provided?
N (Y or N)
OK
Recorded drainage easement provided?
N (Y or N)
Insufficient. Recorded drainage easement required.
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is
Pump out for mainte innro
and-Dvedow.weir for�rnerg_ '
s
Form SW40i-Wet Detention Basin-Rev.8-9ii7/09
.)
JAN
Parts I, 8 II- Design Summary, Page 2 of 2
FEW

R
Permit No.
(to be provided by DWQ)
ill. REQUIRED ITEMS'CHECKLIST' k
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 the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
"TI—P Rrnr,� 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overf!ow device, and
Boundaries of drainage easement.
-A C-5.oz V 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
G-6.08 Outfet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
��--p C-5.08 3. Section view of the wet detention basin (1" = 20' or larger) showing
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
r�
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
g. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
IN
D 7. The supporting calculations.
PrrTlcA46 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
NAA 1 9. A copy of the deed restrictions (if required).
_ Pi7Ncts- a 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form 5W401-Wet Detention Basin -Rev.8-9117/09
RECEIVED
JAN 0 7 2011
BY:
Part III. Required Items Checklist, Page 1 of 1

Permit Number: W�, 09tR UC:J
(to be proi,ided by DWQ)
Drainage Area Number:
Wet Detention 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be. watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the `net detention pond is established, it should be inspected once a month 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 should be kept in a known set
location and must 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
`]'rash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Degrade the soil if necessary to
detention 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.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Dorm SW401-Wet Detention Basin O&M-Rev.4
.RECEIVED
JAN 0 7 2011
BY:
Page I of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential roblem:
How Vwill remediate the problem,
The inlet device, pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the Swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
}-rosion has occurred.
Provide additional erosion
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 pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
JY.AN 0 7 2011
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4
�

Permit Number:
(to be provided bY DIGQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
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 local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The treasuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 6.2 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 6.2 feet in the forebay, the Sediment -
shall be removed.
Sediment Removal I - A. 2,00 1
----------------
Bottom Elevatiol 1.00 1
FOREBAV
BASIN DIAGRAM
(fill in the blank-.,;)
Permanent I'M Elevation 8.20
'e rnanen Pool
Volume _ Sediment Removal Elevation 2.00 Volume
ftMin.---------- ------
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Bouoni Elevation
MAIN POND
.1AN07
2411
1
-�� Page 3 of 4
1-ft Iv 11.
Sediment
Storage

Permit Number:
(to be providetl by DI,VQ)
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:Knox Landin
BHP drainage circa m ntber
Print name:Atlantic Marine Corps Communities, LLC (AMCC)
Title:Chris Craig for Thomas E. Tether, SVP Lend Lease Americas, Inc.
Address.1801 West End Avenue Suite 1700 Nashville, TN 37203
Phon,
S i gtt ti
Date:
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.
a Notary Public for the State of
County of �- -N.5 , do hereby certify that
C -Q.eSTDPti�'� &14(1 s- personally appeared before me this �= l
clay of Oo1 e- �+� _ 40to , and acknowledge the clue execution of the
forgoing w etention basin maintenance requirements. Witness my hand and official
seal
y,lllllli1111!//
�RICI,q -,
o'
""0 •11.11�
Nrr VEN
',//111'11111111,,
SEAL
My commission expires .J�
' 7
Form allSW401-Wet Detention Basin OEM-Rev.4 t
r -.f .
Page 4 of 4

u
`'
,�;

Permit Noa7C)�G� %��]
(to be prowled by QWQ)
APA
mot. ti R r�9
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form mast be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
Knox Landing
Contact person
Tom Davis, PE
Phone number
615-385-4144
Date
51212016
Drainage area number
2 - North Pond
IL ,DESIGN INFORMATION
Site Characteristics
Drainage area
649,409 ft?
Impervious area, post -development
231,649 ft'
% impervious
35.67 %
Design rainfall depth
1.5 in
Storage Volume; Non•SA Waters
Minimum volume required
301119 ft,
Volume provided
,30,493 ft3
OK, volume provided is equal to or in excess of
volume required,
Storage Volume: SA Waters
1.5" runoff volume
It
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
ft3
Volume provided
@3
Peak Flow Calculations
Is the prelposl control of the 1yr 24hr storm peak flow required?
N (Y or N)
1-yr, 24-hr rainfall depth
3.6 in
Rational C, pre -development
0.40 (unitless)
Rational C. post -development
0.65 (unibess)
Rainfatt intensity: 1-yr, 24-hr storm
0.15 inthr OK
Pre -development 1-yr, 24-hr peak flow
0,70 ft3Isec
Post -development 1-yr, 24-hr peak flow
1.14 ft'lsec
PrelPost 1-yr, 24-hr peak flow control
0.44 ft3lseo
Elevations
Temporary pool elevation
8,75 fmsl
Permanent pool elevation
7.50 fmsl
SHWT elevation (approx. at the perm. pool elevation)
7.50 fmsl
Top of 1Oft vegetated shelf elevation
8.00 fmsl
Bottom of 1Oft vegetated shelf elevation
7.00 fmst
Sediment cleanout, top elevation (bottom of pond)
2.00 fmsl MAY
E4�r~'li V 112016
Sediment cleanout, bottom elevation
0.00 fmsl
Sediment storage provided
2.00 ft
Is there additional volume stored above the state -required temp. pool? N (Y or N) BY:
Elevation of the top of the additional volume
fmsl
Form SW401-Wet Detention Basin-Rev.9-411et12 Parts I. & It. Design Summary, Page 1 of 2

F
w
w
� `
r.. �i � ......'� '' F .
Z' ' .�.
. �
,i

Permit No.
(to he provided b y DWQ)
II. DESIGN INF0RMATION
Surface Areas '
Area, temporary pool
26,531 ft'
Area REQUIRED, permanent pool
20,482 It'
SAIDA ratio
3.15 (unitless)
Area PROVIDED, permanent pool, Ap,r,-pod
21,111 ft' OK
Area, bottom of 10ft vegetated shelf, A „ h
16,883 ft'
Area, sediment cleanoul, top elevation (bottom of pond), Ah„_�,d
7,650 Rz
Volumes
Volume, temporary pool
30,493 it'
OK
Volume, permanent pool, Vp, , ,
64,419 JO.
Volume, forebay (sum of forebays if more than one forebay)
14,090 ft'
Forebay % of permanent pool volume
21.9% %
OK
SAJDA Table Data
Design TSS removal
9D %
Coastal SAIDA Table Used?
Y (Y or N)
MountainlPiedmont SAIDA Table Used?
N (Y or N)
SAlDA ratio
3.15 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10.2b)
N (Y or N)
Volume, permanent pool, Vp,- ,,
64,419 ft'
Area provided, permanent pool, Ap,,,,,_p,a
21,111 R2
Average depth calculated
ft
Need 3 ft min.
Average depth used in SA1DA, d_ (Round to nearest 0.5ft)
R
Calculation option 2 used? (See Figure 10-2b)
Y (Y of N)
Area provided, permanent pool, Ap, pw
21,111 ft2
Area, bottom of 10ft vegetated shelf, Ate, ,hei,
16.883 f112
Area, sediment cleancut, lop elevation (bottom of pond), Awl pod
7,650 ft2
"Depth" (distance bfw bottom of.10ft shelf and top of sediment)
5.00 ft
Average depth calculated
4.08 ft
OK
Average depth used in SA1DA, d,,, (Round to down to nearest 0.5ft)
4.0 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
2.50 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Co)
0,60 (unitless}
Driving head (Ho)
0,42 ft
Drawdown through weir?
N JY or N)
Weir type
(unitless)
Coefficient of discharge (C�}
(unitless)
Length of weir (L)
R
Driving head (H)
It
Pre -development 1-yr, 24-hr peak flow
0,70 ft'lsec
Post -development 1-yr, 24-hr peak flow
1.14 ft'lsec
Storage volume discharge rate (through discharge orifice of weir)
0.11 R'lsec
Storage volume drawdown time
3.29 days
OK, draws down in 2.5 days.
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
4:1
OK
In ECEIVE
10 :1
OK
'°. it
OK
MAY 1 1 ' 2016
3 :1
3
OK
3.4 ;1
OK
Y (Y or N)
OK
BY:
1.0 R
OK
N (Y or N)
OK
N (Y or N)
Insufficient. Recorded drainage easement
required.
Y (Y or N)
OK
Pump out for maintenance and overflow weir for emergencies
Form SW401-Wet Detention Basin-Rev.9-4119112 Parts 1. S 11. Design Summary, Page 2 of 2

Permit Number:
-S5, ofz 9
(to he prov{,41ed by DI11Q)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
l 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. 'Fhese deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
[] does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— if the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month 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 should be kept in a known set
location and must 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
"Crash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention 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,
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximate y six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
`OCT 2 8 2013
BY: —
Page I of 4

Permit Number:
(to be provided by UIVQ)
Drainage Area Number:
BMP element:
Potential roblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged_
Unclog the pipe_ Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the Swale if necessary to
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.,
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
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 pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health. ,
Plants are dead, diseased or
Determine the source of the
dying,
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
'The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit dumber:
(to he provided by UI{'Q)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will retnediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
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 local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.50 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 5.50 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
���lr! the h�QlT�S� l)t.
J'
17 1'ermanent"l�l Elevati6n`7.50
Sediment Removal
Bottom E
2.00 Pe anenN
------------------ Volume
0.00 -ft Min.
Sediment
Storage
FOREBAI'
Form SW401-Wet Detention Basin O&M-Rev.4
Pool � ;� �� •.:
r
1- Sediment Removal Elevation 2.00 - ---------Volume
Bottom Elevation 0.00
MAIN POND
Page 3 of 4
OCT 2 8 2013 `
W
BY:
lift n.
Sediment
Storage

f
Permit Number:
(to be provided by DWQ)
acknowledge and agree by my, signature below that I am responsible for the
performance of the maintenancc 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 name:Knox Landing;
BMP drainage area num
Print name:Atlantic Marine Corps Communities, LLC (AMCC)__
Title:Kathleen Murney for Thomas E. "tether, SVP Lend Lease Americas, Inc.
Address:5401 Maryland Avenue Camp Lejeune, NC 28547
Ph
Sit
Da
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, N, a Notary Public for the State of /vo;,—M—
ap") ct , County of �i7 5�du� , do hereby certify that
personally appeared before me this
day of , aD , and acknowledge the due execution oFthe
Forgoing wet detention basin maintenance requirements. Witness my hand and official
sea[, >W
SEAL
My commission expires Id "l/ Ij
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 4 oF4

AiA.
�p4 WArF9
Cry
p T
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION
APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form most be completely filled out, printed, Initiated, and submitted.
I11PROBECTjINF,ORMATION
Project name
'Knox Landing
Contact name
Tom Davis, PE
Phone number
615-365-4144
Date
March 25, 2014
Drainage area number
2 - North Pond
II1JD.ESIGN)INF,ORMATI0N
The purpose of the LS-VFS
'Buffer Rule: Diffuse Flow
Stormwater enters LS-VFS from
A BMP
Type of VFS
Protected riparian buffer (scope < 5%)
Explanation of any 'Other" responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
ih Do not complete this section of the form.
tmpervious surface area
fh Do not complete this section of the form.
Percent impervious
% Do not oomplete this section of the form.
Rational C coefficient
Do not complete this section of the form.
Peak flow from the 1 irdhr storm
cfs Do not complete this section of the form.
Time of concentration
min Do not complete this section of the form.
Rainfall intensity, 10-yr storm
inlhr Do not complete this section of the form.
Peak flow from the 10-yr storm
cfs Do not complete this section of the form,
Design storm
Pick one:
Maximum amount of flow directed to the LS-VFS
cfs Do not complete this section of the form.
Is a flow bypass system going to be used?
(Y or N) Do not complete this section of the form.
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a f3MP
Type of BMP Wet detention pond
Peak discharge from the BMP during the design storm 33.6 cfs
Peak discharge from the BMP during the 10-year storm 33.6 cfs
Maximum capacity of a 100-foot long LS-VFS 2 cfs
Peak flow directed to the LS-VFS 2 cfs
Is a flow bypass system going to be used? Y (Y or N)
Explanation of any "Other" responses above
ECE9aiE
APR 0 2 2014
BY:
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 1 of 3

LiVFS Design
Forebay surface area
Depth of Forebay at stormwater entry point
Depth of Forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
B
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other" responses above
sq ft
in
in
50
fticfs
100
ft
100
ft
50
ft
7.75
fmsl
7.00
fmsl
1.50
%
N
(Y or N)
N
(Y or N)
Y (YorN)
Y (Y or N)
300
It
8.00
ft
21.20
ft
1.36
ft
1.00
it
1.84
fUsec
Rip -rap
N (Y or N)
Y (Y or N)
13 �
�13
Please provide plan details of flow splilter & supporting calcs.
HWA E &-%.f =
IV.
APR 022014
BY: -
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 2 of 3

III. REQUIRED ITEMS CHECKLIST
EDIT 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 the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been
met, attach justification.
Requried Item:
Initials
Page or plan sheet number and any notes:
1. Plans (1"- 50' or larger} of the entire site showing:
T
- Design at ultimate build -out,
G (� — i Y a r
o C ��, 0 �!
OH -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
r
Forebay (if applicable),
D f
'
�� -tea
J
High flaw bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
2. Plan details (1" = 30' or larger) for the level spreader showing:
�� -�
G
-Forebay (if applicable),
High Flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
3. Section view of the level spreader (1" = 20' or larger) showing:
G
t _
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. Plan details of the Flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from �� G 4 — ( I C� ✓%�,�r J/>
sediment until the entire drainage area is stabilized.
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calcutatlons. I �j +, T/}r,
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
ECEtlPE
APR 0 2 2014
BY:
Form SW401 - LS•VFS - 29June2012 - Rev.10 page 3 of 3

Permit Number: '3A (71 01;o 5
(to be provided b DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
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:
Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed'to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set Iocation and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential roblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
Q�ER
2 7 2013
BY:_ ---I
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page l of 3

SMP element:
The swale and the level
lip
The bypass channel
The filter strip
The receiving water
Potential problem:
The swale is clogged with
sediment.
The level lip is cracked,
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
end of the level spreader tliat
shows stormwater has
bypassed it.
Trees or shrubs have begun
to grow on the swale or just
downslope of the level lip.
Areas of bare soil and/or
erosive gullies have formed
Turf reinforcement is
damaged or ripap is rolling
downhill.
Grass is too short or too long
(if applicable).
Areas of -bare soil and/or
erosive gullies have formed.
Sediment is building up on
the filter strip.
Plants are desiccated
Plants are dead, diseased or
dying.
Nuisance vegetation is
choking out desirable species.
Erosion or other signs of
damage have occurred at the
outlet.
r
How I will remediate the pro blen
Remove the sediment and dispose
of it off -site.
Repair or replace lip.
Regrade the soil to create a berm
that is higher than the level Iip, and
then plant a ground cover and
water until it is established. Provide
lime and a one-time fertilizer
application.
Remove them.
Regrade the soil if necessary to
remove the gully, and then .
reestablish proper erosion control.
Study the site to see if a larger
bypass channel is needed (enlarge if
necessary). After this, reestablish
the erosion control material.
Maintain grass at a height of
approximately three to six inches.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Remove the sediment and
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Provide additional irrigation and
fertilizer as needed.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Remove vegetation by hand if
possible. If pesticide is used, do not
allow it to get into the receiving
water,
Contact the NC Division of Water
Quality local Regional Office, or the
401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number:
(!o be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance ofthe 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 name:
BMP drainage area number: 2 - North Pond
Print name:Atlantic Marine Carps Communities, LLC (AMCC)
TitleXathleen Murney for Thomas E Tether,EVP and Secretary Lend Lease(US)PPP,Inc.
Address:5401 Maryland Avenue Camp Leieune. NC 28547
Phone:[phone]
Signature:
Date: A) GJ C2_0 (-3 U
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, n/f , a Notary Public for the State of
, County of QH,S/o &_) , do hereby certify that
� ea personally appeared before me this A
day of Muleju her , .y / 3 , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
SEAL
E IVE I
My commission expires A9 NOv 272013
ttlr...._
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

Permit No.
(to be provided by DWO)
OF W A 7tic,4
LT
O� pG
r
WDENR a Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required ftems Checklist {Pad 111) must be printed, filled out and submitted along with all of the required information.
Project name Knox Landing
Contact person Tom Davis, PE
Phone number 615-385-4144
Date 10f2112013
Drainage area number 3
IADESIGNIiNF,ORMATION
Site Characteristics
Drainage area
650,127 ft2
Impervious area, post -development
243,284 ft2
% impervious
37,42 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity; 1-yr, 24-hrstorm
Pre -development 1-yr, 24-hr peak Flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional vaiume
Form SW401-Wel Detention Basin-Rev.9-4118/12
31,433 ft3
34,696 tt3
OK, volume provided is equal to or in excess of volume required.
R3
ft3
ft3
tt3
It
N (Y or N)
3.6 in
0.40 (unitless)
0.65 (unitless)
0,15 inlhr OK
0.90 ft3lsec
1.45 0sec
0.55 fOlsec
3.80 fmsl
2.50 fmsl
2.00 fmsl
3.00 fmsl
2.00 fmsl
-4.00 fmsl
-6.00 fmsl
2.00 ft
N (Y or N)
fmsl
9 V E1�1
J OCT 2 8 2013
BY:
Parts I. & II. Design Summary, Page 1 of 2

Permit
(to be provided by DWO)
IADESIGNil NFORMATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A,,m.P.i
Area, bottom of 1 Oft vegetated shelf. Aw a,6l
Area, sediment cleanout, top elevation (bottom of pond), Abd ,,,,
Volumes
Volume, temporary pool
Volume, permanent pool, VP,--,,d
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vim, Pw,
Area provided, permanent pool, Ate, ud
Average depth calculated
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A, P,
Area, bottom of 10ft vegetated shelf, A._,,,,,
Area, sediment cleanout, top elevation (bottom of pond), A.,.,,,
29,024 ft?
19,114 ft
2.94 (unitless)
23,098 ft� OK
17,923 ft`
7,067 ft`
34,696 ft' OK
75,041 ft'
14,092 ft3
18,8% % OK
90 %
Y (Y or N)
N (Y or N)
2.94 (unitless)
N (Y or N)
75,041 ft'
23,098 ft`
ft Need 3 ft min.
ft
Y (Y or N)
23,098 ft`
17,923 fl�
7,067 ft2
"Depth" (distance btw bottom of 1 Oft shelf and top of sediment) 6.00 ft
Average depth calculated 4.63 ft OK
Average depth used in SAIDA, d. (Round to down to nearest 0.5ft) 4.5 ft OK
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (H,)
Drawdown through weir?
Weir type
Coefficient of discharge (Cw)
Length of weir (L)
Driving head (H)
Pre-devetopment 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Form SW401-Wei Detention Basin -Rev,9-4118112
Y (Y or N)
3,00 in
in2
0.60 (unitless)
0.43 ft
N (Y or N)
(unitless)
(unitless)
ft
ft
0.90 ft�lsec
1.45 ft'Isec
0.16 Osec
2.34 days OK, draws down in 2-5 days.
4 A OK
10 :1 OK
10.0 ft OK
3 :1 OK
2.7 :1 OK
Y { (Y or N) OK
1.0 ft OK
N '(Y or N) OK
N (Y or N) Insufficient. Recorded drainage easement required.
Y (Y or N) OK
Pump out for maintenance and overflow weir for emergencies
!}{�
OCT
2 8 2013 Parts 1. & II. Design Summary, Page 2 of 2
BY:

r
Permit No
(to be provided by DINO)
Ill. REQUIf2EDITEMSCHECKLIST`
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 the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
:5� Al2-c 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
C-5.02- 4 2, Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip,
og
3. Section view of the wet detention basin (1" = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
'�
to Go►�i
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
_�_
��'�•��
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
Q>
IN CkL45
7. The supporting calculations.
_
— -t
AT' N20
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
NIa
9. A copy of the deed restrictions (if required).
Wn(,ftD
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
EC;E1 Y E k
fw
Farm SW401-Wet Detention Basin-Rev.9-4118112 OCT 2 S 2013 Part III. Required Items Checklist, Page 1 of 1
BY:

0
Permit Number: _
(to he provided by UII`)
Drainage Area Number:_
Wet Detention 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
0 does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month 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 should be kept in a known set
location and must 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 the roblem:
The entire BMP
Trash/debris is present.
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention 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.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
E E F 'ktf L—
`"`--) Page l of
s
OCT 2 8 2013
BY:

0
Permit Number:
(to he provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How l will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
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 pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed .
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 2 of 4

a
0
Permit Number:
(to be provided by DJVQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment,
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
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 local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 6.50 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 6.50 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Sediment Removal El. -4.00 Pe ianen�
\I-
------------
- -- Volume
Bottom Elevatio6.00 -ft Min.
Sediment
Storage
FORE BAY
Form SW401-Wet Detention Basin O&M-Rev.4
Pool
Permanent fool Llevation 2.50
Sediment Removal Elevation -4.00 Volume
Bottom I'lcvation -6.00
i<IAIN POND
NOV 14 2013 10
Pagc 3 of
1-ft n.
Sediment
Storage

Permit Number:
(to he provider! by UIVQ)
Drainage Area Number:
NB P element:
Potential roblem:
How I will remediate theproblem:
Th .embankment
Shrubs have started to grow
on the embankment.
Remove shrubs immediately.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. -(if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
e outlet device is damaged
Repair or re lace the outlet device.
The receiving water
Er ion or other signs of
Contact the local NC Division of
dam e have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determin the sediment elevation shall be such
that it will give an accurate depth readin and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 6.00 et in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 6.00 fee\tin e forebay, the sediment
shall be removed.
,
` BASIN. DIAGRAM
(fill in the blanks) s
Sediment Removal %4.00 Pe anen--------------- Volume
Bottom Eleva6.00 -ft Min.
Sediment
Storage
FOREBAV
Form SW401-Wet Detention Basin O&M-Rev.4
jkA;
i•4r +
Permanent Pool,Elevation2. 0
of
Sediment Removal Elevation.-4,00- ti�� Volume
-- --------------------------------------------
ti,
Bottom Elevation -6.00
Sediment
Storage
MAIN POND
Page 3 of 4
OCT 2 8 20134
:_.

Permit Number:
(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. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Knox Landing_
BMP drainage area number.-3
Print name. -Atlantic Marine Corps Communities, LLC (AMCC)
Title:Kathleen Murney for Thomas E. Tether SVP Lend Lease Americas Inc.
Address:5-401 MaUland Avenue__ _ Camp Leieune, NC 28547
Phone
Signat
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, Ld a Notary Public for the State of No,.*
a County of 6p, 51,9 a , do hereby certify that
personally appeared before me this
day of , a013 , and acknowledge the due execution of the
forgoing wet detention�biasin maintenance requirements. Witness my hand and official
seal,
� 2 �TAgy
U�
SEAL
My commission expires
Form SW40I-Wet Detention Basin O&M-Rev.4 Page of

ok wArF9
ATA P
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled ou4 printed, initialed, and submitted.
igQROJEC1INF.ORMATION '- .,:, ' f' >� k� +�: � _. t • ,..t .... s' : s', ._.
Project name Knox Landing
Contact name Tom Davis, PE
Phone number 615-385-4144
Date November 22, 2013
Drainage area number 3 - South Pond
The purpose of the LS-VFS Buffer Rule: Diffuse Flow
Stormwater enters LS-VFS from A BMP
Type of VFS 'Protected riparian buffer (slope < 5%)
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak Flow from the 1 inlhr storm
Time of concentration
Rainfall intensity, 10-yrstorm
Peak flow from the 10-yr storm
Design storm
Maximum amount of Flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
fe
Do not complete this section of the form.
fe
Do not complete this section of the form.
%
Do not complete this section of the form.
Do not complete this section of the form.
cfs
Do not complete this section of the form.
min
Do not complete this section of the form.
inlhr
Do not complete this section of the form.
cfs
Do not complete this section of the form.
FicK one:
cfs Do not complete this section of the form.
(Y or N) Do not complete this section of the form.
Wet detention pond
33.3 cfs
33.3 cfs
2 cfs
2 cfs
Y (Y or N)
' E;')
Y:—
Form SW401 - LS-VFS - 29June2012 - Rev.10
page 1 of 3

LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered Flow splitting device?
Dimensions of the channel (see diagram below):
M
B
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other" responses above
sq It
in
in
50
fticfs
100
ft
100
ft
50
ft
2.85
fmsl
2.00
fmsl
1.70
%
N
(Y or N) OK
N
(Y or N)
Y
(YorN)
Y
(Y or N) Please provide plan details of flow splitter & supporting talcs
3.00
ft
16.00
ft
28.00
ft
1.01
h
1.00
If
1.72
fvsec
Rip -rap
N (Y or N)
Y (Y or N)
W
♦ 13
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 2 of

III. REQUIRED ITEMS CHECKLIST
EDIT 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 the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been
met, attach justification.
Requried Item:
1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
2. Plan details (1' = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
3. Section view of the level spreader (1' = 20' or larger) showing:
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. Plan details of the How splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non -engineered VF5 is being used, then provide a photograph of the VF5 showing
that no draws are present.
7. The supporting calculations.
B. A copy of the signed and notarized operation and maintenance (08M) agreement.
In
Page or plan sheet number and any notes:
C &I — 4. 67 -b C. 67 --4. A#.
CGr-4.o7 -t GCG -44*
G-S.CA A G-S.b(.
G - S.C>G
C C'7 - I. o r
A--s X4#r,n7
�ECIE ;or
NOV 2 5 20113
x, r
8Y- `W
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 3 of 3

7
Permit Number: 5'4'(i tj o o
(10 be provided b UWQ)
Drainage Area Number:_
Filter Strip, Restored Riparian Buffer and Level Spreader
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:
Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NI PC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (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 the problem -
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The.flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
r", i F f 3 E I IVE
NOV 2 7 2013
BY: —
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev-3 Page I of 3

BMP element:
The swale and the level
lip
The bypass channel
The filter strip
The receiving water
Potential roblem:
The swale is clogged with
sediment.
The level lip is cracked,
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
end of the level spreader that
shows stormwater has
bypassed it.
Trees or shrubs have begun
to grow on the swale or just
downslope of the level lip.
Areas of bare soil and/or
erosive gullies have formed.
Turf reinforcement is
damaged or ripap is rolling
downhill.
Grass is too short or too long
applicable).
Areas of bare soil and/or
erosive gullies have formed.
Sediment is building up on
the filter strip.
Plants are desiccated.
Plants are dead, diseased or
dying.
Nuisance vegetation is
choking out desirable species.
Erosion or other signs of
damage have occurred at the
outlet.
How I will remediate the problem:
Remove the sediment and dispose
of it off -site.
Repair or replace lip.
Regrade the soil to create a berm
that is higher than the level lip, and
then plant a ground cover and
water until it is established. Provide
lime and a one-time fertilizer
application.
Remove them.
Regrade the soil if necessary to
remove the gully, and then
reestablish eroper erosion control.
Study the site to see if a larger
bypass channel is needed (enlarge if
necessary). After this, reestablish
the erosion control material.
Maintain grass at a height of
aeproximately three to six inches.
Regrade the soil if necessary to
remove the gully, anditl en plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Remove the sediment and
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Provide additional irrigation and
fertilizer as needed.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Remove vegetation by hand if
possible. If pesticide is used, do not
allow it to get into the receiving
water.
Contact the NC Division of Water
Quality local Regional Office, or the
401 Oversight Unit at 9-19-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number:
t` (to he provided by DWQ)
I acknowledge and agree by my signature below that 1 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 name:Knox Landing
BMP drainage area number: 3 - South Pond
Print name:Atlantic Marine CoEps Communities LLC AMCC
Title: Kathleen Murne lor'Fhomas E 1'ether EVP and Secretary Lend Lease US PPP Inc.
Address:5401 Maryland Avenue Camp Lejeune, NC 28547
Phone:[phone]
Signature:
Date:,_a- A)W o C1
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.
1, A"/l ..m _ c�G �s _, a Notary Public for the State of
we, , County of Z)a s/aliJ , do hereby certify that
c lee f lakn �V personally appeared before me this
day of MCt-)1z PM "✓ , ::7, U13 , and acknowledge the due execution of the
forgoing Filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
SEAL ` / �i% /�:✓"�� .
My commission expires NOV 2 7013
E
6Y:__
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

Stormwater Permit
Calculations
"ECEIVED
MAY 1 t zms
BY:
Knox Landing 136
Camp Lejeune, North Carolina
May 2, 2016
►' ARO
NGI NEB
By:
Littlejohn Engineering
1935 2V Avenue South
Nashville, TN 37212
(615)-385-4144

�. .
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is � �•��
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Knox Landing - Drainage Area 2 - North Pond - impervious Area
02-May-16
Total Drainage Area= 649,409 SQ-FT
14.91 AC
Phase 1
On -Site Drainage Area = 497,052 SQ-FT
11.41 AC
Buildings! Driveways:
Building Tvoe:
# Units
Building Areal Unit I
Total Building Area
Driveway Area ! UniP
To al riv r e
107a
3
3,192
9,577
1,302
3,907
107h
3.75
3,297
12,363
1,302
4,883
107c
4
3,330
13,319
1,307
5,227
109
3
3,606
10,819
2,090
6,271
111
1.5
2,694
4,041
825
1,237
112
3.25
2,910
9,457
972
3,159
t5wicing Area =
*y,5/6
su-t- i
Driveway Area =
24,684
SQ-FT
' Dnveway Area indudes
House Sidewalks
Roads:
Road Areas =
47,718
SQ-FT
Sidewalks:
Length, 3,034
FT
Width: 4
FT
Sidewalk Area =
12,135
SQ-FT
Trails:
Length: 156
FT
Width: 6
FT
Trail Area =
934
SQ-FT
Misc.:
Bus stops & Mail Idosks: 0
5Q-FT
Park Courtyard- 0
SQ-FT r
Playgrounds 650
SQ-TT
Misc. Impervious Area=
650
SQ-FT
Camp Knox Road
Existing Road Area =
5,992
SQ-FT
Total Phase 1 Impervious Area = 151,689 SQ-FT
3.48 AC
Off -Site
Off -Site Drainage Area = 152,357 SQ-FT
3.50 AC
Camp Knox Road
New Road Area (By Others) =
11,645
SQ-FT
Knox Landing Community Center
Building Area =
1,102
SQ-FT
Parking Area =
12,155
SQ-FT
Sidewalk Area =
578
SQ-FT
Trail Area =
3,080
SQ-FT
Future Phases
Total Build -Out
Total Off -Site Impervious Area = 28,560 SQ-FT
Total Future Impervious Area = 51,400 SQ-FT
1.18 AC
Total Impervious Area = 231,649 SQ-FT
5.32 AC
Percent Impervious Area= 35.7%

Knox Landing - Drainage Area 2 -, North Pond - Wet Pond Calculations
02-May-16 - - -
Drainage Area:
Total Drainage Area =
14.91
AC
Existing Impervious Area =
0.14
AC
Proposed Impervious Area =
5.18
AC
Total Impervious Area =
5.32
AC
Percent Impervious =
35.7%
Permanent Pool Depth =
4
FT
Pond Surface Area:
SA 1 DA Ratio = 3.154
Surface Area Required = 20,480 SQ-FT
0.47 AC
Surface Area Provided = 21,111 SQ-FT
0.48 AC
Volume to be Controlled:
(Average Depth calculated from pond configuration)
( Taken from NC DENR BMP Manual SA I DA Ratios
for Coastal Counties - Table 10-4, )
( SA/DA Ratio 1 100 * Drainage Area )
( From wet pond stage -storage tables )
Volume (V) = Design Rainfall * R_v * Drainage Area
Volume associated with 1.5" of rainfall.
R_v = 0.05 + 0.009 * I I = Percent Impervious = 35.7%
R_v = 0.371
Design Rainfall = 1.5 IN
Drainage Area = 14.91 AC
Volume (1.5) = 0.69 AC -FT
30,119 CU-FT
Drawdown Time Calculations:
Temporary Pool Depth: 1.25 FT
Average Head on Orifice: h = 0.42 FT
Orifice Equation = Q = C_d * A * (2*g*h)^112
C d =
0.6
2-IN ORIFICE
A =
0.022 SQ-FT
Q =
0,07 CFS
Via =
444,191 SECONDS
=
5.14 DAYS
2.5-IN ORIFICE
A =
0.034 SQ-FT
Q =
0.11 CFS
V10 =
284,282 SECONDS
=
3.29 DAYS
3-IN ORIFICE
A =
0.049 SQ-FT
Q =
0,15 CFS
VIQ =
197,418 SECONDS
=
2.28 DAYS
3.5-IN ORIFICE
A =
0,067 SQ-FT
Q =
0.21 CFS
VIQ =
145,042 SECONDS
-
1,68 DAYS
Therefore a 2,5-IN Orifice will provide acceptable drawdown time.

Knox Landing - Drainage Area 2 - North Pond -Wet Pond Stage -Storage Tables
02-May-16
ELEVATION
(F1')
SURFACE AREA
(SQ 1T)
]ELEV. VOLUME
(CU Ff)
SUS -VOLUME;
(CU FI')
VOLUME
(AC 17)
2.00
7,650
0
0
0,00
3.00
8,713
9,176
8,176
0.00
4.00
9,835
9.268
17,444
0.40
5.00
11,013
10,418
27,861
0.64
5.40
11,501
4,502
32,364
0.74
6.00
13,411
7,466
39,830
0.91
7.00
16,983
15,112
54,942
1.26
7.50
21,111
9.478
64,419
1.48
8.00
24,451
11,380
75,800
1.74
8.75
26,531
19,113
94912
2.18
9.00
27,237
6,721
1 101,633
1 2.33
10.00
30,123
28,667
130,301
2,99
11.00
33.109
31,604
161905
3.72
12,00
36,196
34,641
196,546
4,51
Forebay Volume aS a Percentage of Total Pond Volume = 21.9%
'The following illustrates the stage -storage table broken down into fambay stage -storage
and muin pond stage -storage.
Average Ueuth Calculations:
Option 2; Equation on page 10-13 from NC DF,NR BMP Manual.
Area of PP =
21, I 1 1
SQ-FT
PP Elevation y
7.50
Area of Bottom Shelf =
16,883
SQ-F['
Bottom Shelf Elevation =
7.00
Area of Bottom Pond =
7,650
SQ-FT
Bottom Pond Elevation �
2.00
Depth =
5.00
1-7
Depth (av) = 4.08 FI'
MAIN BASIN STAGE STORAGE TABLE Temporary Storage Volume Calculations:
ELEVATION
(IT(SQ
SURFACE AREA
S FT
ELEV. VOLUME
(CU FI')
SUB -VOLUME
ICU F[')
2.00
6,339
0
0
3.00
7.101
6,716
6,716
4.00
7,891
7492
14,209
5.00
8,710
8,297
22,506
5,40
9,045
3,551
26.057
6.00
10,343
5.812
31,869
7,00
12,649
11,477
43,345
7.50
1 15,331
6,984
50,329
FOREBAY STAGE -STORAGE TABLE
ELEVATION
(1711
SURFACE AREA
(SQ I'I')
ELEV. VOLUME
CU FT
SUB -VOLUME
(CU FT
2.00
1,311
0
0
3.00
1.613
1,459
1,459
4.00
1,944
1,775
3,235
5.00
2.304
2,121
5,356
5.40
2,456
952
6,307
6.00
3,068
1,654
7,961
7,00
4,234
3,635
11,597
7,50
5,780
2,494
14,090
Required 1.5" Runoff Volume = 0.69 AC F1'
30,119 CI1 F-I-
Temp. Pool Volume+Perm. Pool Volume= 94,539 CUFT
Find Exact Corresponding BMP Surface Elevation:
Next Lower Pond Contour -
8
Next Higher Pond Contour =
9
Lower Contour Volume =
75,800
Higher Contour Volume -
101,633
Corresponding IIMP
Surface Elevation - 8.73
Top of Nall Elevation= 8.75
1'emporary Pool Volume Provided = 30,493
Temporary Pool Area Provided = 26,531

Ivy
RIE
Project Narrative: Knox Landinp_ (136 Homes) CEIVe
October 21, 2103 MAY 1 f 2016
Revised May 2, 2016
BY:
The Proposed Knox Landing neighborhood can be Found on the main side of Marine
Corps Base Camp Lejeune off Highway 24 near Jacksonville, North Carolina in Oltslow
County. The proposed project is the second phase of the existing Knox Landing
neighborhood and calls for the construction of 75 new single family and duplex buildings
(136 housing units in total). The site is located within the White Oak River basin and
drains to Northeast Creek which has a classification as a SC;HQW NSW stream. The
index number for Northeast Creek is 19-16-(3.5). The total area ofdisturbance for the site
will be approximately 47 acres.
This site development was permitted in April 17, 2014, See attached letter from NC
DENIZ— High Density SWS 090925.
The Knox Landing neighborhood will have all newly constructed streets with curb and
gutter along all streets. The proposed project will rely on a discrete stornnvater collection `
system to convey stormwater runoff. Curb inlets and catch basins will direct stormwater
runoFfthrough an underground piping system to a wet detention basin located on -site.
Based on these conditions, the project will qualify as High Density Development and will
be subject to water quality requirements as such.
Water quality requirements are to be satisfied by constructing a new wet detention basin:
The wet detention basin has been designed in accordance with State ol-North Carolina
requirements and will provide drawdown of the 1.5-inch storm within 2-5 days.
'Calculations as well as drainage area exhibits and other requirements will be included in
the stormwater permit application submittal.
Sediment and Erosion Control measures for the site have been designed according to
NCDENR details and specifications. All storm sewer inlets have been specified to
receive either Hardware Cloth and Gravel or Sand Bag Barrier Inlet Protection
throughout the project until Final site stabilization has been attained. In addition to the
inlet protection noted, silt fence and rock check dams will be employed where necessary
in order to prevent sediment from leaving the site and creating erosive soil conditions.
Temporary sediment traps will be constructed during the construction period and
removed once the contributing disturbed drainage areas have been stabilized.
The project cal Is for the proposed construction of 957,600 sq-ft of built upon area and
planned 127,129 sq-ft of future built upon area, divided into three drainage areas. A
portion of the proposed built upon area will drain to the existing wet detention pond that
was designed for the proposed area. The rest of the built upon area will drain to two
proposed wet detention basins, located in the north and south portions of the site.
A portion of the drainage area directed to the north pond is from the proposed Knox
Landing Community Center. This proposed development has been slightly modified,

"'►
R
t
-' 'f
5 •1
�. 1 -- �i
«�

thus affecting the proposed drainage area and built upon area at this location. The
proposed design of the north pond does not need to be revised as its proposed capacity is
adequate.
As part ofthe planned development a walking trail is planned to be constructed along
Northeast Creek at the southern edge of the site. Parts of this trail do not drain to the wet
detention pond. This section of the trail however, is to be constructed as an elevated,
wooden, open -slotted boardwalk and will not count toward the over built upon area.
-2-

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
September 18, 2020
NORTH CAROLINA
Environmental Quality
Atlantic Marine Corps Communities, LLC Commanding Officer
Mr. Christopher Avery MCB Camp Lejeune
Utility & Environmental Manager and c/o Neal Paul, Deputy Public Works Director
5401 Maryland Avenue Bldg 1005 Michael Road
Camp Lejeune, NC 28547 Camp Lejeune, NC 28547
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 090925
Knox Landing
High Density Wet Detention Pond Project
Onslow County
Dear Mr. Avery and Mr. Paul:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal
Application for the subject project on. The Division is hereby notifying you that permit SW8 090925 has
been renewed on Se tember 18, 2020, and shall be effective until December 31, 2029. For your records,
please find enclosed a renewed, updated, and re -issued permit and a copy of the renewal application. Please
keep this permit on file at all times. Please note that the renewed, updated, and re -issued permit does not
impose new or different terms; it merely restates some of the previous terms to provide you with a better
understanding of your obligations under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance
with the terms and conditions of this state stormwater permit. The plans originally approved on October 16,
2009 and most recently revised on April 17, 2014, will remain in full force and effect in accordance with the
regulations set forth in Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to
the conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of
deed restrictions, procedures for changes of ownership, transferring the permit, and renewing the
permit. Failure to establish- an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to transfer the permit, or to renew the permit, will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the Fling fee (if a filing fee is required) and/or the details of the filing process at
6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website
at www.NCOA-H.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, need additional co ies of the permit or approved plans, please contact Daniel
Sams in the Wilmington Regional Office, at 9I0) 796-7215 or dan.sams@ncdenr,gov.
Sincerely, �
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DI S/dan: \11Stormwater\Perrnits & Projects120061060323 HD1.2020 09 permit 060323
cc: Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality j Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal DMve Extension I Wilmington, North Carolina 28405
�wn+caaa_irin �1 �
910.796.7215

State Stormwater Management Systems
Permit No. SW8 090925
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Atlantic Marine Corps Communities, LLC
Knox Landing
Camp Knox Road, Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of three (3) wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as
the "stormwater rules') the approved stormwater management plans and specifications and
other supporting data as attached and on file with and approved by the Division of Energy,
Mineral and Land Resources (hereafter referred to as the Division or DEMLR) and
considered a part of this permit.
This permit shall be effective from the date of issuance until December 31, 2029, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.78 of this permit. The runoff from all built -upon area within
the permitted drainage areas of this project must be directed into the permitted
stormwater control measures. The stormwater control measures labeled Drainage
Area 1 (Existing Pond), 2 (North Pond), and 3 (South Pond) have been designed to
handle the runoff from 609,796, 231,649, and 243,284 square feet of built -upon area,
respectively.
3. The drainage areas will be limited to the amounts of built -upon area indicated in
Sections 1.2 and 1.7 of this permit, and per approved plans. The built -upon area for the
future development within Drainage Area 1 (Existing Pond), 2 (North Pond), and 3
(South Pond) is limited to 65,729, 51,400, and 10,000 square feet, respectively.
4. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 090925
5. A vegetated filter strip is not required for these ponds as they have been designed for
a 90% total suspended solids removal efficiency. However, the wet detention ponds
associated with DA 2 (North Pond) and DA 3 (South Pond) provide level spreaders to
diffuse the flow into and through the 50' vegetated buffer.
6. All runoff being directed into wetlands shall flow into and through those wetlands at a
non -erosive velocity.
7. The following design criteria have been permitted for the wet detention pond and it
must be provided and maintained at the design condition:
DA Number
1
Existing
Pond
2
North
Pond
3
South
Pond
a.
Drainage Area, acres:
35.58
14.91
1492
Onsite, ft2:
1,549,865
649,409
650,127
Offsite, ftz:
N/A
N/A
N/A
b.
Total Impervious Surfaces, ftz:
609,796
231,649
243,284
Onsite, ftz:
544,067
231,649
233,284
Offsite, ftz:
N/A
N/A
N/A
C.
Design Storm':
1.5
1.5
1.5
d.
Average Pond Design Depth, ft:
5.00
4.00
4.50
e.
TSS Removal Efficiency:
90%
90%
90%
f.
Permanent Pool Elevation, fmsl:
8.20
7.50
2.50
g.
Permanent Pool Surface Area, ftz:
` 45,902
21,111
23,098
h.
Temporary Storage Elevation, fmsl:
9.70
8.75
3.80
i.
Controlling Orifice 0 Pipe, in:
4.0
2.5
3.0
}.
Fountain Horsepower, hp:
3/4
1/4
1/3
k.
Permitted Forebay Volume, ft3:
38,016
14,090
14,092
I.
Permitted Storage Volume, ft3:
80,912
30,493
34,696
m.
Pre -development 1 yr 24 hr peak
flow, cfs:
2.13
0.70
0.90
n.
Orifice Flowrate, cfs:
0.28
0.11
0.16
o.
Receiving Stream/River Basin:
Northeast Creek
p.
j Stream Index Number:
19-16-(3.5)
q.
Classification of Water Body:
Sc, HQW, NSW
II. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee, shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has
approved of the revised plan.
2. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. If the stormwater system is used as an Erosion
Control device, it must be restored to design condition prior to operation as a
stormwater treatment device, and prior to occupancy of the facility.
4. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at design
condition. The approved Operation and Maintenance Agreement is incorporated by
reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
Page 2of5

State Stormwater Management Systems
Permit No. SW8 090925
5. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
6. A copy of the lease agreement that outlines the responsibilities of Atlantic Marine
Corps Communities, LLC for this stormwater system, must be kept with the permit and
maintenance activity records.
7. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray
fountain will be allowed in the stormwater treatment system, subject to the following
criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool
surface.
c. Separated units, where the nozzle, pump and intake are connected by tubing may
be used only if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the pond, away from the
shoreline.
f. The maximum horsepower for a fountain in the ponds associated with Drainage
Areas 1, 2, and 3 is 314, 1/4, and 113 horsepower, respecitvely.
B. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, certifying that the
permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
10. All stormwater collection and treatment systems must be located in either public rights -
of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such rights -of -way, common areas and
easements, in accordance with the approved plans. Access to the stormwater facilities
for inspection and maintenance shall be maintained via appropriate recorded
easements at all times.
11. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA listed on the application.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW$ 090925
12. It is the responsibility of the permit holder, Atlantic Marine Corps Communities, LLC, to
notify the Division of any changes in ownership and request an ownership/name
change for the stormwater permit. However, please be reminded that if the lease
agreement or contract between Atlantic Marine Corps Communities, LLC and the
Department of the Navy is dissolved, cancelled or defaults, and the Division is not
notified by Atlantic Marine Carps Communities, LLC to transfer the permit, then the
responsibility for permit compliance reverts back to the property owner. As the
property owner, the Department of the Navy and MCB Camp Lejeune must notify the
Division immediately ofthepermit ownership change and submit a completed
Name/Ownership form to the Division within 30 days. Otherwise the Department of
the Navy and MCB Camp Lejeune will be operating a stormwater treatment facility
without a valid permit. This is a violation of NC General Statue 143-215.1 and may
result in appropriate enforcement action including the assessment of civil penalties of
up to $25,000 per day, being taken against the property owner, MCB Camp Lejeune.
13. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
14. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
15. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
3. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least 60
days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject to
the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
Page 4of5

State Stormwater Management Systems
Permit No. SW8 090925
4. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to construction.
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole
or in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
6. The permittee grants DEMLR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until modified, revoked, terminated
or renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall
be maintained on file by the Permittee at all times.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
control measure must follow the guidelines established in the North Carolina Erosion
and Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. A permit renewal request must be submitted at least 180 days prior to the expiration
date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit renewed this the 18th day of September 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/--, r l2 -"'
brian vvrenn, uirecior
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 090925
Page 5 of 5

Lp r"(�}
,)p ,awCyjq ub 4l.

2I
Date 5ece4ed
I Fee Paid
Permit Number
NC DEQ Division of Energy, Mineral and Land Resources
RECEIVED
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM AUG 31 2020
NCCEQ
In accordance with 15A NCAC 2H,1045(3), the current permit holder shall renew their high density permit li'8Nvy§ON RO
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 090925
2. Project name: v _ K►-40X LAN�1>J
3, Project street address: XXX
City: MCB Camp Leiuene County: Onslow
ZIP :
4. What, if any, changes have been made to the project as permitted? NIA
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: htti)s://deg.nc.govlaboutldivisionslenergy-
minera l- Ian d-resou rces/energy-mineral-land-rules/stormwater-program/post-Construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: hitps://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy_-mineral-land-ruieslstorniwater-programlpost-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Atlantic Marine Corps Communities
2. Signing Official's Name: Christopher AverX
3. Signing Official's Title: Utility & Environmental Manager
4. - Mailing Address: 5401 Maryland Avenue
City: MCB Camp.Lejuene State: NC
ZIP: 28547
5. Street Address:
City: State: ZIP:
6. Phone: [phone] Email: christopher.avery(c�lendlease.com
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

..
C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORM. Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
C� 1. A permit application processing fee of $505.00 payable to NCDEQ.
2. One originai signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership nr limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
C� 3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condom iniumlplanned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date. .
L 4. O&M Agreements, Please select one:
EJ-- I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this, on file with the permit.
fl 5. Designer Certifications, Please select one:
[� A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https:llwww.sosnc.gov/online services/search/by titlel_Business Registration
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE11'S CERTIFICATION
�the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, c rrect and complete.
Signature: / Date: 1 �y
NOT
a Notary Public for the State of
County of __ do hereby certify
execution of the forgoing instrpment. Witness my hand and official seal,
11
\P, 8 T HOB
(Notary Sea!) 3��' �-
i NpTAR V N=
n
Notary Signatb�:= c
My commission expir�ej���W��`�`�\\
personally appeared before me
20_�)� , and acknowledge the due
Irz '
AVG 3 12020
Bra
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Attachment C - Permitting History
Knox Landing
Permit No. SW8 090925
Approval
Date
Permit Action
B1.MS
Version
Description of the Changes
10/16/2009
Original
Approval
1.0
Approval of three wet detention ponds
2/l/2022
Modification
1.1
Approval of changes on one pond
1 1/26/2013
Modification
1.2
Modification & expiration date extension to 12/31/21
4/7/2014
Modification
1.3
BUA modification
5/17/2016
Modification
1.4
increase in drainage area, decrease in BUA
9/18/2020
Renewal
2.0
New expiration date 12/31/2029
Page IofI

Central Files: APS ____ SWP
9/1812020
Permit Number SW8090925
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Renewal with major mod
Permit Type
Version Permit Classification
State Stormwater
2.00 Individual
Primary Reviewer
dan.sams
Coastal SWRule
Coastal Stormwater - 2008
Permitted Flow
Facility
Permit Contact Affiliation
Facility Name Major/Minor Region
Knox Landing Minor Wilmington
Location Address County
Int Of Camp Knox Rd And Boston Rd Onslow
Facility Contact Affiliation
Camp Lejeune NC 28542
Owner
Owner Name
Atlantic Marine Corps Communities LLC
Owner Type
Non -Government
Owner Affiliation
Thomas Tether
1801west End Ave Ste 1200
Dates/Events Nashville TN 37203
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/16/2009 8/31/2020 9/18/2020 9/18/2020 12/31/2029
Regulated Activities_ Requested /Received Events
State Stormwater - HD - Detention Pond
0utfaII
Waterbody Name Streamindex Number Current Class Subbasin

Burd, Tina J
From: Burd, Tina J
Sent: Friday, September 4, 2020 1:53 PM
To: [e-mail]
Subject: SW8 090925 - Knox Landing
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (5tormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on August 31, 2020. The project has
been assigned to Dan Sams and you will be notified if additional information is needed.
Best Regards,
Tina Surd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
h
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Application Completeness Review Checklist (Non -Transfers) - Short Version
Project Name: K_00t _ LA r YbI �) G Date Delivered to WIRO: Za'Z
Project County/Location: am S }rpL�� IVLGB BIMS Received/Accepted Date: Z:�)
Rule(s): El2017 Coastal [02008 Coastal P2k995 Coastal BIMS Acknowledged Date':
ElPhase 11 1-1 Universal �1988 Coastal
Permit Action: New
Major Mod / Minor Mod / newal
Permit Type: &? LID / LID Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
Development Type: Commercial Residentia ther
Subdivided?: divisio r Single Lot
Permittee Type & Documents Needed:
0Property Owner(s) 1-1 Purchaser El Lessee
Viable? Viable? Viable?
Deed Purchase Agmt1-1 Lease
F�Nct Subdivided: Deed
Subdivision: Common Area Deed
Paperwork
❑New Permit #z:
®Existing Permit #:
Expriation Date3: iZ 3 2-d2
L—JOffsite to SWB:
Lot is in Master Permit?
IDPE Cert on File?
�HOA �Deveioper
Viable? Viable?
Election Minutes
Application
ee: 71$505 (within 6mo) Check#(s): 3- bZZ
1:1Supplement2 (1 new form or for alder forms
FT&M2
Soils Report (Infil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivided?
Project Narrative
FlUSGS Map (or on file?) Subject to SA?:
Plans (2 Sets)
FIFE Certification
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
I original per SCM)
Y / N Subject to ORW?
'Enter BIMS Acknowledged Date on this Sheet
For New Projects -Enter New Permit # on Supplements & Deed Restiction Templates.
31f w/in 6 months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE:
REVIEWER NAME:
Comments:
GMQ\\\Reference Library\Procedures\Checklists\Completeness Review CheckFst_2020 01 31
EDNo Fee
Y / N