SW8091113_HISTORICAL FILE_20220914

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0q1 \ 13
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION,
DOC DATE
2 0 22 o q
YYYYMMDD

Burd, Tina J
From:
Burd, Tina J
Sent:
Friday, August 19, 2022 9:19 AM
To:
Barraco CIV Talia M
Subject:
SW8 091113 - P-688 Apron Expansion Phase II
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on August 10, 2022. The project has
been assigned to Ashley Smith and you will be notified if additional information is needed.
Best Regards,
Tina Burd
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
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Website: http://deg.nc.gov/about/divisions/energy-mineral-land-resources/stormwater
Based on the current guidance to minimize the spread of COVID-rg, the Department of Environmental Quality has adjusted operations to
protect the health and safety of the staff and public. Nlauv employees are worhing r-enmtelyr oare on staggered shifts. To accommodate these
staffing changes, all DEQoffice locations are limiting public access to appointments only. Please checle with the appropriate staff before
-visiting our offices, as we may be able to handle your requests by phone or email. We appreciate your patience as we continue to serve the
public during this challenging time.

Non-TransfeE Application Completeness Review Checklist
Project Name: Ago&\ Exppr�,b).) PRASE g
Project County/Location: otJSLOa% / NICA
Permit Action: New New Permit #2:
f__1N
Date Delivered to WIRO: 7r/,Z 0LZ
RIMS Received/Accepted Date: A181c> /ZO 2- ZDate Given to Admin: 0
BIMS Acknowledged Date':
2
of ocated in
the ETJ of the following delegated
and functioning programs:
NHC: Carolina Beach / Kure Beach / Wilmington / Wrightsville Beach
Bruns: Leland / Navassa (?) / Oak Island
Cart: Emerald Isle Onsl: Jacksonville Pend: Surf City
Major Mod / Minor Mod / enewal , Existing Permit #:
❑Applicant & Permittee are the same?3 Expiration Date°:
Permit Type: HD / LD / LD Overall / HD &LD Combo
General Permit / Offsite / Exempt + Redevelopment
Development Type: Commercial / Residential i�
Subdivided?: Subdivision gle Lot
Rule(s): J2017 Coastal 6L 008 Coastal u1995 Coastal
Phase II Universal 01988 Coastal
L-�18 09 1113
E-1011site to SWB:
Ells Offsite Lot approved in Master Permit?s
Permittee Type & Documents Needed:
`Property Owner(s) Purchaser Lessee =HOA Developer
=Viable? Viable? =Viable? =Viable? =Viable?
Deed Purchase Agmt =Lease Election Minutes
Paperwork
Application
ee: =$505 (within 6mo) Check#(s): (� =No Fee
Supplement (1 new form or far older forms: 1 original per SCM)
FJO&M2
Soils Report (Infil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivided'
Project Narrative
FIUSGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?: Y / N
Plans (2 Sets)
NOTES:
'Enter RIMS Acknowledged Date on this Sheet
2For New Projects -Enter New Permit # on Supplements & Deed Restriction Templates.
' If permittee is different, STOP. Needs to be transferred first.
°If w/in 6 months and they are requesting a mod, STOP. Needs a renewal first.
slf Lot not approved in master permit, STOP. Master permit needs mod.
EMAILED ENGINEER DATE: Comments:
REVIEWER NAME: S�( C
G:WQ\\\Reference Libra ry\Procedures\Checklists\Co m p leten ess Review Checklist 20210908

4q/ ■ ASKELL HASKELL cel 904.791.4500
I I I Riverside Avenue fax [phone]
ARCHITECTS AND ENGINEERS, P.A.
Jacksonville, Florida 32202.4950 web www.haskell.com
To: Ms. Janet Russell
NCDENR Wilmington Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
PROJECT: MV-22 Aviation Complex
MCAS New River
Jacksonville, North Carolina
6601220
We are sending you ® herewith
❑ under separate cover
DATE: September 23, 2015
Transmittal
SUBJECT: NCDENR High Density and Low Density
Permit Certifications
the following documents on this project.
NUMBER
COPIES
DRAWING
NUMBER
DATED
TITLE OR DESCRIPTION
PREPARED BY
1
09/23/15
SW8 091113 High Density Permit
Designer Certification
Haskell
1
09/23/15
SW8 100102 Low Density Permit
Designer Certification
Haskell
These documents are being submitted to you:
❑ For your use. ❑ Please sign and return both copies; one executed copy will be returned to you
❑ For estimating purposes. E) For your approval. Please return (1) copy 'APPROVED" or, *APPROVED AS NOTED'.
❑ Approved. ❑ Due to revisions. Please acknowledge receipt, advising if these revisions will affect the
❑ Approved as noted. contract price.
❑ For
REMARKS:
COPIES TO: Mr.
Kenneth J. Boeser
Mrs.
Myra W. Jones
Mr.
Michael R. McCarthy
Mr.
Larry W. Willis
Very truly yours,
HASKELL ARCHITECTS AND ENGINEERS, P.A.
1 --"�
Travis M. Luman, P.E.
Sr. Civil Engineer
ECEIVE
"I'll",
BY:______�_

�I���fll����ii'i�
°—�,,,,,,T-
�---
�""
�''�■
��"�-
-- --�"'.
�►�idplli�ilu'/�
��'
�,pi
�7
7-----
��`
-
.�,�-
-
_ =.'O
i+N'
,J�
'iID;.
--
.■..
___■/�j�ll
1
i�
lIII�
_ \
q/1
qD
I'N
_-'----"it■,
III
'
+
�InJc
'..
iq
nu��pi��w
BN
■■■■NYI
Erg
NY.
ELM
or
I
I)
I^I
/
soon�������IY■■
■■■■ ■WN■■■■NI ■ ■IINII■ ■■■NN
JEiZTIUAt-
FACE
C' WAV,(liAOF WW vrfI4) s
Alod X 25 =
10)000 0
J lz CI L3�
lk cf'
OP ;: 9600
x
RAINWATER HARVESTING CALCULATIONS
AREA CALCULATED SQ FT NOTES
Office Roof ��\\Sd 16,700
Hanger Roof 50,450
Vertical Face of Hanger
Wall (over Office Area) 10,000 i
Vertical Face of
Superstructure 5,700
Total Area 75,000
Notes:
[PC 1106.4 - Vertical Walls - states that "in sizing roof drains and storm
drainage piping, one-half of the area of any vertical wall that diverts
1 rainwater to the roof shall be added to the projected roof area for
inclusion in calculating the required sized of veritical conductors,
leaders and horizontal storm drainage piping.
- -.

Custom Cistern Optimization Modeling from Wahaso
Project: Camp Leleune VM-22 Hangar
Location: Jacksonville, NC
Water Sources: Rainwater and Cooling Condensate (75K Roof)
Water Uses: Airplane Washing (37,600 gallons per week)
Analysis Date: 6/26/2012
Wahaso's proprietary cistern size optimization model evaluates a range of potential cistern size options to help customers
understand the trade-off between storage capacity and the annual savings of municipal water replaced by non -potable
sources on -site.
Wahaso's model uses six years of actual daily precipitation history for the project location to determine how each cistern
option would have performed under actual local conditions day by day. As cistern size increases, a larger percentage of
demand can be met from the non -potable source, but there are diminishing returns as the cistern grows. Wahaso's
model accurately predicts the average annual water savings at each cistern size so that clients can understand the
cost/savings trade off. We then recommend a cistern configuration to optimize the efficiency of the proposed system.
-
Cistern Size:
670 of Total
Demand Met
'Projected Annual Savings
of Munlcpsl Water
Gallons; Change: from
Previous Increment:
Rain Event 91ze Capable.
of getting Handled
Indies
40,000
51,98%
1,561,231
-
1
50,000
54.57%
1,639,060
77,829
1114
60,000
56.42%
1,594,617
55,557
1112
70,000
57.99%
1,741,901
47,284
1314
80,000
59,25%
1,779,477
37576
2
90,000
60,35%
1,812,704
33,227
2114
100,000
61.18%6
1,B37,567
24,862
21/2
110,000
61.81%
1,856,580
19,014
2 3/4
120,000
62.42%
1,874,914
18,333
3
130,000
53.03%
1,893,247
18,333
31/4
140,000
53.59%6
1,910,042
16,796
31/2
150,000
64.156/
1,926,709
16,667
3 7/9
160,000
64.65%
1,941,720
15,011
4
170,000
65,05%
1,953,907
12,187
42/7
180,000
55.38%
1,963,836
9,930
4 112
190,000
65.66",6
1,972.170
8.333
4 7 9
13.e-,
56.4%
52
s6,a ti
4.i.Otto+.
2aouw,
I-)
% of Total Demand Met
69.8^h
61.3^h 61.8% 62.4% 63.0% 63.5% 64.1% 64.6%
The tables above illustrate the effect of cistern size on the total demand met with the non -potable water supply. In Table-
1, Column 4 shows the diminishing return in savings as the cistern size increases. The last column of Table-1 shows the
maximum rain event size in inches that the empty cistern could handle. This number is important because we will lose all
rain amounts greater than this once this event size occurs. The red marker on Table-2 indicates the % of total demand
met by a cistern of an infinite size. This is the maximum possible "% of total demand met" and allows for useful
comparisons to be made to the range of cistern sizes.
c�irizht2oa-weer nawxow,g sMutUm,Irn, .,e a.11 wah- I soo-sao-M101 e/2e2012
Wahaso Cistern Optimization Model - Key Input Assumptions
Wahasci Cistern Optimization Model depends on a series of assumptions about a building's water sources and uses to
calculate total water savings and model the value of different cistern capacities.
Since the analysis is often for buildings
that don't yet exist, these assumptions for supply demand are educated guesses.
We encourage you to review our
assumptions and we are happy to modify these assumptions if you have better numbers
or would simply like to see the
impact of different variables on the model ou:put.
Supply Side. Variables-
-
Historical rainfall data from: Jacksonville
NC
Rci and or other collection area in square feet):
75,000
Discount for loss through evaporation and first flush:
15%
Amount of rain from roofto Burin 1" in event (gallons):
146,753
Assumptions for other supplies if applicable (daily gallons):
!Daily Cooling Condensate:
1
2,310
Condensate Supply Assumptions
- v _
Condensate Supply%of Peak_____
100 n% 100 c%
sc cos
80.0%
500%
20.0%
00%
--lu
lea Feb. March A,6, b'ay June Ii August
Se PI. 011. Nov Dec.
Demand Side Variables
Number of Days Per Week That Building is Occupied:
7
Dail- Vehicle Washing (Gallons):
8 229
mpmieht zo1z;. wxar nac.ame wlnm�. m=. we. c ofa
namAs.som 1 eoo-580 53501 6/26/2012
System Effectiveness Based on Recommended 80K Gallon Cistern
Projected Annual Averages Based On Past Six Years of Actual Daily Rainfall
Total Supply
Total Demand
Harvested Gallons
Used.
Municipal Gallons Used
Total Days [tequlring
Municipal Make-U
2.119,673
3,003,585
1,779,477
1,224,108
192
Projected Monthly Supply & Demand
B cod on Nlsmtical 6Yearrlally Rmnbll Amounns
% of Total Demand Met
Each Year
6 Year Average
Year 1:
568%
Year 2:
46,2%
Year 3:
70
59s 2%
Year 4:
661%
661%
Year 5:
595%
Year 6:
56.3%
Supply refers to all of the potential non -potable water that can be harvested. Table-3 breaks down the total municipal
gallons into monthly segments. This is helpful in discovering seasonal shortfalls in the system.
[gyni 3913-water H-ocnne Sc *m. Inc.
N 2clI
fZOW 8 OY-PASS SPECN1C47x>.55 TOR 6A7M45S SV;.4P W SCREEN
SYS7FU, S£OMENr C171tEcnom chitligi AV XMi SPEOWAIIIAS
i. pioe Intkw ores (down ins f8' PPO
1.77 rq,R
SCREEN SPL-CM701lR
2. OPM oolre arse in W"n system
17.90 nA
J. OM ori6n one in scram system
xe1 sq.ft
with SOX blockage
4. Coen Oor= orcc in scam system
WA 75X blockage
4.47 sgft
1. Minimum b7-pines Mrougb nw, system
i.0 sq.k.
below the top sleflne of tip pop
6. Minimum bl.-poss oround xrem system
4.24 sq.R.
below the top surface of the Pole
7. Scam system storoge volume
J&90 M.N.
SMMW STORAcf.,
6. Volume of Erlst sediment chwnber
66.67 =.ft
9. Voume of second sed'ment elldnber
61,00 cuff.
10. Volume of third sediment chamber
67.21 w.R
11. raid sedinent volume
19866 ca.2
SKIMMER SPEC#1GTA71VS
12, now area under skimmer
1.63 egn1t.
13. Aao of pipe in tine with skimmer
2.12 sq.N.
14. Asa between the skimmer and the ouNbw_7,12
sq.N:
ppe porn w7h the surface of the pipe
LEFT END VIEW
NOTES
I. CONCRETE 28 a4Y COMPRESSIVE STRENGTH fc-5,000
PSI.
2. RoNFORCINC Al A-615, GRADE 60.
.J. SUPPORTS AN H2O LOADING AS INDICATED BY A45H70,
4. JOINT SEALANT: BURL RUBBER SS-S-oam..
5. INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH WITH
THE INSIDE SURFACE OF ME CONCRETE STRUCTURE. (CAN
NOT INTRUDE BEYOND RUSH)
6. HINGED DVS FOR THE SCREEN SYSTEM ARE AWLABLE
UPON REOUESL
7. IM/ERT OF THE WTOW PIPE SHOULD NOT BE BELOW
THE INVERT OF THE OUTFLOW PIPE.
6. THE BOTTOM OF THE SKIMMER SHOULD BE J" BELOW
THE INVERT OF TNT OUMOW PIPE,
wshams_ Ie00-5eo-s3so1 6/zc/2012
18"
Precipitation Profile for Jacksonville, NC
Size of Rain Event:
Percent of Rain Events: Annual Avers es Past Six Years:
.02"-.25"<
54%
51 events
:€Yd
4:.
21%
20 events
15%
14 events
t
90A
8 events
a
2%
2 events
Average Annual Distribution of Rain Event Sizes
e.25"-.50"
- ■ 1.0"-2.0"
■ > 2.0"
5496
1'c'_'i.°e Y e, rtcis[: bl rol '_zmique fr,
some.- - - t.�•5a v:-
, r �,. , +_.,.
2%
cord ehamu -wamr nar�lne sdomos, Inc.
rays s info wahaso. 1 eoo.sao-53581 6/2612012
8/0 CLEAN ENVIRONMENTAL MODEL NO. Ni 5-12-84
030" H-20 DIRECT T7ify-FIC LOADED
TURBULENCE FRAMES AND COVERS SHIPPED LOOSE
DEFLECTORS AND GROUTED IN BY CONTRACTOR
4w BAFRE TIP I 18' BYPASS PIPE
STORM BOOM
-1
SKIMMER
ZOW-7 ,1 I �15" LOW FLOW PIPE
PIPE - - -�- �----t GROUT TYP
97� X 28' x 20' HIGH SCREEN SYSTEM
WITH HINGED BOTTOM SEC77ON AND
PLAN VIEW SLIDING TOP SECTION
ITMENr FLOW RATE
2.57 CPS
22 GPM/SO Fr
FMOVAL ® 75 MICRON
RIGHT END VIEW
BI� CLEAN®
E.'J'✓/R�?n11."ENTAL .9ERL;iL S, ,:-/;,,
1�2 rtemvvHL = d/% M£LIS LEtU '"'- 760.433- vn
.7640 u,F 76 vice
P
OILS & GREASE REMOVAL = > 99Z IVUTRiENT SEPARATING
TRASH ee DEBRIS = 100Z MODEL NO. NS88-
COPPER REMOVAL = 407 DATE:7 2 12 S
FECAL COI IFt7RA4 = 17 52 r _ ... .
1
11