WQ0028587_Application (FTSE)_20191015

Permit Number VVQ0028587
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean hunkele
Coastal SWRule
Permitted Flow
633,143
Facility
Facility Name
Brunswick Forest Collection System
Location Address
Owner
Central Files: APS
Permit Tracking Slip
SWP _
5/3/2019
Status
Project Type
In review
Major modification
Version
Permit Classification
Z11
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Brunswick
Facility Contact Affiliation
Owner Name
Owner Type
Town of Leland
Government - Municipal
Owner Affiliation
A. Hollis
4-CADavid
oU
PE
6 p v1�
6 Q/ p y
102 Town Hall Dr
;
Dates.'Events
Leland NC 28451
Scheduled
Ong Issue App Received
Draft Initiated
Issuance
Public Notice Issue Effective Expiration
3/24/2005 5/2/2019
(H, OI-�/\,l—t
1Q
Regulated Activities
1��
Requested /Received Events
Apartment complex
`1�a3
I
Additional information requested
Condominium
Additional information received

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
April 30, 2019
Mr. Dean Hunkele
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Brunswick Forest: Liberty Healthcare Senior Living
New submittal (W00028587)
Town of Leland
Brunswick County
Dean:
Enclosed please find the sewer submittal package for Brunswick Forest: Liberty
Health Care Senior Living. This is an application for a pump station and force main
only. Flow has already been allocated in a previous commercial permit
modification.
• A check for $480
• Fast Track Sewer Application and one additional copy
• 1- Sewer system Location Map
• 1- USGS Site location map
If you have any questions or comments, please feel free to contact me. Thanks.
Sincer y,
r
dam H. Grady, PE
Hanover Design Services P.A.
[e-mail]
[phone] Office
[phone] Fax
RECEIVED%NCDENR/DWR
Water Quality Regional
Operations Section
Wilmington Regional Office
" "- 1 e�_ )_a (
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A \CAC 02"r ,0300 — FAST TRACK SERER SYSTEM ExTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be comple-ed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Leland (company, municipality. IIOA, utility. etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: David A. Hollis, P.E. per 15A ACAC 02T .0106(bi
Title: Town Manager
4. Applicant's mailing address: 102'rown hall Dr.
City: Leland State: NC Zip: 28451
5. Applicant's contact information:
Phone. number: [phone] Email Address: DHollisCatownofleland.com
II. PROJECT INFORMATION:
W
"l
1. Project name: Liberty Healthcare Brunswick Forest Senior Living/
2. Application/Project status: osed (:Sew Permit)
® Existing Permit/Project
If a modification, provide the existing permit number: W000
and issued date:
If new construction but part of a master plan, provide the existing permit
number: W00028587
3. County where project is located: Brunswick County
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.1979'
Longitude:-78.0539'
5. Parcel ID (if applicable): 0580000748 0580000735 0580000731
(or Parcel ID to closest downstream sewer)
/A} j4
f
III. CONSULTANT INFORMATION:
1. Professional Engineer: Adam Grady License Number: 43166
Firm: Hanover Design Services, P.A.SSS
Mailing address: 1123 Floral Parkway
If6
City: Wilmington State: NC Zip: 28403-
I'�Vb
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Noetheast Brunswick Regional WWTI
Permit Number: NCO086819
Owner' Brunswick Countv
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00028587 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Pei nut Number(s) (if applicable): WQCS
Owner Name(s): Town of Leland
FORM: FTA 04-16 Page 1 of 5

Nl1. GRAVITY SENIE:R DESIGN CRITERIA (if Applicable) - 02T .0305 & MDC (Gravili Sewers):
1. Summarize gravity sewer to be permitted:
- Section 11 &. III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
i Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. POMP STATION DESIGN CRITERIA (If Applicable) —o2-r.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACIE PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name PUMP STATION 1'9
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.1979� Longitude:-78.0538`
3. Design flow of the pump station: 0.252 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 184 gallons per minute at 26.4 feet total dynamic head (TDII)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Malerial
4 321 DR-18/C900
6. Power reliability in accordance with ISA NCAC 02T .0305(h )(1 ):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)Q )(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
i Must be permanent to facility
Or if the pump station has an average daily flow less than 15.000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02'I.0305(11)(I)(C):
i It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
i If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes. shall be
provided in the case of a multiple station power outage.
FORM: FI A 04-16 Page 3 of 5

IN. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T^0305(D & W N Yes El No
➢ 15A NCAC 02T.0305(f) contains minimum seoarations that shall be nrovided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water maim vertical -water over sewer including in benched trenches
inches
_-
Water mains horizontal
10 feet
_
Reclaimed water lines vertical_ reclaimed over sewer)
--18
18 inches__
Reclaimed water lines (horizontal - reclaimed over sewer) _
2 feet
"Any private or public water supply source, including any wells, W S-1 waters of Class I or
Class H impounded reservoirs used as a source of drinking water
i
100 feet
-_
*"Waters classified WS (except WS-1 or W S-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
_
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feel
Any swimming pools
I0 feet
_
Final earth grade (vertical)
36 inches
➢ !SA NCAC 02T.03_ 05(a) contains alternatives where separations in 02T.0305(ft caunot be achieved
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
), If noncompliance with 02T.0305(f) or (a). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) N Yes [-]No ❑ N/A
➢ Seethe Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and coastmction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per I SA NCAC 02D .0200 N Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2I1.0202
4. Does the project require coverage/authorization under a 404 Nationwide or N Yes ❑ No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certification)? N Yes ❑ No
Per 15A NCAC 02T.0105(c)(.1 directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes N No C] N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

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OVERALL SUMMARY
GPD
NOTES
COMMERCIAL BALANCE INCLUDES JEFFERSON LANDING REDUCTION
60.080
INCLUDES JL REDUCTION VOLUME SEE COMMERCIAL SUMMARY
RESIDENTAL BALANCE
14,680
BALANCE FROM PERMITS MOSTLY FROM 5A ALLOCATION FROM 8/28
TOTAL BALANCE COMMERCIAL AND RESIDENTIAL
74,760
PROPOSED ALLOCATIONS
LIBERTY
21,280
THIS PERMIT
FUTURE EAST VILLIAGE PHASE 2 41,130 SF OF RETAIL
4,130
THIS PERMIT
PHASE 9 SECTION 4B 82 SF LOTS
17.220
APPROACHING PERMITTING
PHASE 3 SECTION 3 90 SF LOTS
18,900
APPROACHING PERMITTING
PHASE 8 SECTION 3 63 SF LOTS
13,230
APPROACHING PERMITTING
TOTAL PROPOSED ALLOCATIONS
74,760
BALANCE
THIS WOULD BRING THE BALANCE TO ZERO WITH NO RESERVE TO KEEP TRACK OF. THE 3 PROPOSED SECTIONS WE ARE CURRENTLY FINISHING THE THREE
SECTIONS RIGHT NOW FOR PERMITTING.

COMMERCIAL SUMMARY: 2005 ORIGINAL ALLOCATION COMMERCIAL SEWER ALLOCATION FROM
ORIGINAL PERMIT INCLUDING JEFFERSON LANDING
DATE
5/2/2005
7/18/2008
DESCRIPTION
EAST VILLAGE PHASE-1 COMMERCIAL
Sewer Flows
20,079
9/1/2008
SOUTH VILLAGE COMMERCIAL
5,661
5/2/2005
GARDEN CENTER
150
Various
JEFFERSON LANDING (278 UNITS @ 210 GPD)
58,380
10/27/2016
Phase 6-Section 1 & Sales and Wellness Centers
800
5/2/2005
EMERGE ORTHO
3,750
11/30/2017
HOUSE PICKLEBALL
300
11/30/2017
COASTAL DANCE
500
4/16/2019
LIBERTY PHASE 1 (PROPOSED)
21,280
EXISTING FLOW TO DATE
89,620
EXISTING PLUS PROPOSED
110,900
REMAINING BALANCE
38,800
VILLAGE BREAKDOWN
EAST VILLAGE-PHASE-1
BUILDING
SF
GPD
1
Lowes Foods
43,990
4,920
2
CVS Pharmacy
13,225
1,325
3
BUILDING J
7,566
3,420
4
BUILDING M
7,250
2,462
5
BUILDING L
4,550
570
6
BUILDING K
9,475
3,760
7
ATMC
3,200
412
8
FARM BUREAU
5,920
200
9
BUILDING F
9,915
2,760
10
BB&T
4,000
250
East Village Phase-1 Total
20,079
SOUTH VILLAGE
11
MOB
44,600
3,511
12
Bluewave Dentistry
828
500
13
Storage Facility
435
14
Oral Surgery
750
15
Vet Office
390
16
Berry Financial
75
TOTAL SOUTH VILLAGE
5,661
TOTAL COMMERCIAL
1
1 25,740

East Village Phase 1 (Commercial Area
Mixed Use Buildings
RETAIL J
USE
IND. VAR.
SF
GPD/SEAT
PER 1000 SF
GPD
Retail/office
RETAIL
7,000
100
700
Pizzetta's
FOOD
68
2,448
40
2,720
Total:
9,448
3,420
BUILDING M
Retail/Office
RETAIL
4,620
100
462
Restaurant
FOOD
50
2,630
40
2,000
Total:
7,250
2,462
BUILDING L
Port City Java
FOOD
15
1,850
20
300
Retail Office
RETAIL
2,700
100
270
Total:
4,550
570
Building K
Retail/Office
RETAIL
5,539
100
554
Flights Craft Beer
FOOD
40
1,895
20
800
Irish Pub
FOOD
60
2,041
40
2,400
Total:
9,475
3,760
BUILDING F
Restaurant
FOOD
50
2,213
40
2,000
Office
Office
2,600
100
260
Retail/Office
RETAIL
5,002
100
500
Total:
2,760
South Village (Commercial Area)
Medical Building
Austin Oral Surgery
Blue Wave Dentistry
Berry Financial Group
Storage Facility
East Village Phase 1 (Commercial Area
Mixed Use Buildings
RETAIL J
Edward Jones
Hairology
Pizzetta's
Shoe Center
FULL SERVICE
BUILDING M
Bell Residential
Farm House Kitchen FULL SERVICE
Family Dog Natural
Nail and Spa
BUILDING L
Port City Java SINGLE
Cherubmi Orthodontics
State Farm Ins.

Building K
CAMS
Legacy Homes
Flights Craft Beer SINGLE
Swell Vision Center
Joyce Irish Pub FULL SERVICE
BUILDING F
True Homes Design Studio
Coastal Integrated Health
Brunswick Business & Industry Development
Shuckin' Shack FULL SERVICE
South Village (Commercial Area)
Medical Building
Austin Oral Surgery
Blue Wave Dentistry
Berry Financial Group
Storage Facility
Vet

Submittal
Flow
Date
Issued Date
Area
Serving
Allocated
Used
Balance
3/11/2005
3/24/2005
Main
300 homes and commercial
0
0
0
3/28/2005
5/5/2006
Infrastrcuture Only
Add flow
149,700
41,700
108,000
6/15/2005
7/22/200S
Infrastrcuture Only
0
108,000
2/14/2006
3/10/2006
Jeff Landing 1
131 lots
47,160
60,840
2/16/2006
4/7/2006
Infrastrcuture Only
0
60,840
4/24/2006
5/26/2006
Jeff Landing 2
149 lots
53,640
7,200
9/15/2006
10/27/2006
Phase 6 Sec 1
sales/wellness (4-13-07 permit)
800
6,400
9/25/2006
11/3/2006
Jeff Landing 2 FM
0
6,400
12/1/2006
12/22/2006
Phase 1 Sec 2
193 lots
69,480
69,480
6,400
3/9/2007
4/13/2007
Phase 6 Sec lA/B & 2
56 lots, 30 three-br,30 two-br
38,610
38,610
6,400
3/29/2007
4/20/2007
Phase 1 Sec 3
94 lots
33,840
33,840
6,400
5/16/2007
6/8/2007
East Village Comm Lots 1&2
bank
6,400
7/25/2007
9/7/2007
Phase l Sec 2 Village 1-A
72 lots
25,920
25,920
6,400
9/18/2007
10/12/2007
Phase 1 Sec 2 Village 4-A
62 three-br/10 two-br, garden center
24,720
24,720
6,400
6/19/2008
7/18/2008
East Village Phase 1
grocery store, etc
6/19/2008
8/1/2008
South Village Phase 1
medical building
9/26/2008
10/17/2008
Infrastrcuture Only
0
6,400
12/22/2008
1/30/2009
Phase 5A
324 lots
124,920
116,640
14,680
1/9/2009
2/6/2009
Phase l Sec 2 Village 2-A
48 three-br/72 two-br
34,560
34,560
14,680
1/27/2009
2/13/2009
Phase 3 & Country Club
193 lots, etc
79,570
79,570
14,680
3/30/2011
4/21/2011
Phase 1 Sec 6A
13 lots (flow reduction)
1,820
1,820
14,680
3/5/2012
3/21/2012
Phase 213 Sec 1
135 lots/units
28,350
28,350
14,680
1/24/2013
3/6/2013
South Village Lot 10
medical office
8/29/2013
10/9/2013
Phase 2 Sec 2
123
25,830
25,830
14,680
11/21/2013
12/19/2013
Phase l Sec 6B
43
9,030
9,030
14,680
4/15/2014
5/23/2014
Phase 1Sec 4
96
20,160
20,160
14,680
12/11/2014
1/1S/2015
Phase 2 Sec 5
44
9,240
9,240
14,580
4/22/2015
6/2/2015
Phase 2 Sec 3
131
27,510
27,510
14,680
7/9/2015
8/3/2015
Phase 2 Sec 4
220
46,200
46,200
14,680
9/10/2015
10/26/2015
Phase S Sec B-1
119
24,990
24,990
14,680
3/11/2016
4/14/2016
Phase 3Sec 3
80
16,800
16,800
14,680
8/10/2016
9/14/2016
Phase 1 Sec 5
28
5,880
5,880
14,680
12/19/2016
1/19/2017
Phase 9Sec 3
200
42,000
42,000
14,680
8/19/2017
9/12/2017
Phase 9 Sec 5
75
15,750
15,750
14,680
1/30/2018
3/1/2018
Phase 5Sec B-2
169
36,960
35,490
14,680
2/26/2018
3/21/2D18
Phase 1 Sec B-4
58
12,180
12,180
14,680
2/27/2018
3/23/2018
Phase Sec
103
21,630
21,630
14,680
2/26/2019
4/10/2019
Phase 2 Sec 3B
24
5,040
5,040
14,680
6/19/2019
7/29/2019
Main PS
0
14,680