WQ0040947_Application (FTSE)_20190716

Central Files: APS ,_..® SWP _
6/17/2019
Permit Number WQ0040947 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions A Individual
Primary Reviewer
dean.hunkele
Permit Contact Affiliation
Facility Name Major/Minor Region
Compass Pointe Senior Apts and Medical Offices Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
W=
Owner Name Owner Type
Brunswick Regional Water and Sewer 1­12go Government - County
Owner Affiliation
Robert Walker
PC Box 2230
Dates/Events Leland NC 28451223
Scheduled
Orig Issue Apo Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1 1 41
6/11/2019 P\
J-
Regulated Activities Requested lReceived Events
Additional information requested
Additional information received
CAPE FEAR ENGINEERING INC
151 POOLE ROAD
3275
FIRST BANK
localfirstbank.com
66-456/531
3/1212019
PAY TO THE
ORDER OF NCDEQ **480.00
Four Hundred Eighty and
(COLLARS
NCDEQ
127 Cardinal Drive Ext
Wilmington, NC 28405
MEMO AUTHORIZED SIGNATURE

151 Poole Rd.,Suke 100; BeWft, NC, 28451
TEL [phone], FAX (910) 363-IM
www.capefearengkieering.corn
❑ As Requested El For Your Files ❑ For Distribution ❑ For your Review / Action / Approval
❑ Sent via Mail El Sent via Courier
Quantity Drawing No, Description
ammmsmmm=
1 Original Application Fee $480.00
1 Copy Cover Letter
II 2 I Original & 1 Low Pressure Sewer Application Form (FTA 04-16)
Copy
1
Copy
USGS Location Map
1
Copy
Sewer Project Narrative
1
Copy
Technical Specifications
2
Copies
Construction Plans
REMARKS Please find the enclosed documents for your review, If you have any questions or require additional
information, please contact our office.
Thank you.
CC:
File 655-801 "34"
C a � e F e- ar- ,-i a i r',, e e n c
Signed:
Date:

ENOMMIM ",
June 11, 2019
Dean Hunkele
NCDEQ — Water Quality Section
Subject: Sewer Permit Application for Compass Senior Apartment and Office Building
Gravity Sewer System for Apartment Complex & Office Building
Brunswick County, North Carolina
Dear Ms. Fertenbaugh:
Cape Fear Engineering, Inc. (CFE) is requesting a new gravity sewer permit to add residential apartments and
medical offices.
Please recall that all permitted flow from the Compass Pointe subdivision is permitted under the Compass
Pointe Gravity Permit (WQ0033044). As a result there is no additional flow being requested as part of the
proposed permit modification and therefore new FTSE forms have not been provided.
Additionally, because no additional flow is being requested from the Compass Pointe Subdivision, all
previously approved downstream analysis and information remains valid and does not require updating or
revision at this time.
All flow tributary to the Compass Pointe subdivision is permitted under the gravity permit (WQ0033044). At
such time that additional flow is requested from the subdivision, the gravity permit will be modified as
required and new FTSE forms will be provided.
I trust that the information provided is sufficient for your approval of this modification request and execution
of the permit application. Please let us know when the signed application is ready to be picked up. If you have
any questions or need any additional information, please contact me directly.
Sincerely,
Michael House, P.E.
Cc: CFE File 655-801 "34"
1511 Poole Road, Suite 100 - Belville, NC 28451 TEL: �910)383-1044 3 FAX [phone]
P:!6551655-80]Assisted LivingWDM1]V1S—HJVCDEQ1C0VER LETTER - NCDEQ

State of North Carolina
_1 Th Department of Environmental Quality
Division of Water Resources
K
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: ffi, t0cf V? (to be completed by DVvR)
1, Applicant's name: Brunswick Regional Water and Sewer (H2GO) (company, municipality, HOA, utility, etc.)
2. Applicant type: F-1 Individual El Corporation General Partnership E] Privately -Owned Public Utility
[_1 Federal E] State/County Municipal n Other
3. Signature authority's name: Bob Walker per 15A
Title: Executive Director
4. Applicant's mailing address: P.O. Box 2230
City: Leland State: NC Zip: 28451-
5. Applicant's contact information:
Phone number: [phone] Email Address: bwalker@,h2goonline.com
1. Project name: Compass Pointe Senior Apartments & MedicalOffices
1 Application/Project status: M Proposed (New Permit) El Existing Permit/Project
If a modification, provide the existing permit number: WQ00__ and. issued. date: —_
If new construction but part of a master plan, provide the existing penult number: WQ00_
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.27' Longitude: -78.1 J'
5. Parcel ID (if applicable): 0210007506
(or Parcel ID to closest downstream sewer)
1, Professional Engineer: Matthew T. Halev License Number: 038615
Firm: Cape Fear Engineering
Mailing address: 151 Poole Road Suite 100
City: Belville State: NC Zip: 28451-
Phone number: (9 10) A - qtt.le Re 1044 Email Address: mha@ca fearengny. ineericom
3 _­ giq.� —
1. Facility Name: Northwest Regional WWTT
Owner Name: Brunswick Cou
nty
unty
Permit Number: NCO086819
1, Permit Number(s): WQ0037896 Downstream (Receiving) Sewer Size: 8 inch
t m Permit N-a-,mbeffs �� �'� " aWQCS00202 wiiJe oflecboti sy-W� y
Owner Name(s): Brunswick Regional Water and Sewer 2 _f Lt_QQ).
FORM: FTA 04-16 Page 1 of 5

1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
El Yes FINo ®N/A
3. If the Applicant is a Home/Prooertv, Owners' Association. has an Operational A<�reement (FORNI: HOA) been attached?
4. Origin of wastewater: (check all that apply):
Z Residential Owned ❑ Retail (stores, centers, malls) L1 Car Wash
El Residential Leased ❑ Retail with food preparation/service F] Hotel and/or Motels
[:] School / preschool / day care Medical / dental / veterinary facilities 0 Swimming Pool /Clubhouse
F1 Food and drink facilities ❑ Church El Swimming Pool/Filter Backwash
El Businesses / offices / factories El Nursing Home F-1 Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial _% Commercial
— % Industrial (See I 5A NCAC 02T,0 103(20))
L----->-Is there a Pretreatment Program in effect? El Yes El No
6. Has a flow reduction been approved under 15A NCAC 02I.ILL4IM F Yes Z No
� If yes, _provide _a copy of flow reducti2L1gnE2yjL!21LL
7. Summarize wastewater generated by project:
Establishment Type (see 22I.0 I 14Lf))
Daily Design Flow"
No. of Units
Flow
Residential - I Bedroom
60 gal/bed/day
52
3,120 GPD
Residential - 2 Bedroom
60 gal/bed/day
48
5,760 GPD
Commercial - Medical Offices
250 gal/practitioner/day
—15
practitioners
50 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
12,630 GPD
a See 15A NCAC 02T 0 1 14(b). (d). I e k!) and Ae)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G,S. 42A-4).
b Per 15A NCAC 02T.01 14(c), design flow rates for establishments not identified [in table L-';A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC .0.2_T,0 114)
3;> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
Z Flow has already been allocated in Permit Number: W00033044
El Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM: FTA 04-16 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA (If Applicable) ­012T �0305& 1" M­
�z —1) E, r
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1,160 C900 DR- 18
Section 11 & III of the NIDC for Permitting of Gravity Sewers contains information related to design criteria
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. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T JQ_Rj� & MC (P-gar Stxviions/�Voree B
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: ___
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: __ — millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at __ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
--A
6. Power reliability in accordance with I 5A NCAC 02` , �0_' L)(11 `:
F-1 Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .03 05(h)(1)(B)
Required for all pump stations with. an average daily flow greater than or equal to 15,000 gallons per day
> 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)
rem
F-1 Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .03 05(h)(1)(C):
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.
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 timefirames, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

1, Does the project comply with all separations found in I �A AC 02T,0-,0j­,-,,, -
J � ; �� ok
� 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
E Yes El No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
IS inches
mains (horizontal)
10 feet
-Water
I Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HOW, or SB from normal
100 feet
-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
i
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 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> 15A N'CAC_1022.1 .1)20'5'j contains alternatives where separations in ET-1,03015 fs cannot be achieved.
> * *Stream classifications can be identified using the Division's N'_­ Surface Wwyr (_­aSatjons vyl,eggl
> If noncompliance with 0=0305(f), 2�r i c ' -) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) E]Yes FNo ®N/A
> See the 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 construction
> 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 5A NCA' -,,012B 020,,10? [1 Yes [:1 No E N/A
> This would include Trout Buffered Streams per 15A '1�C,4--C` 2B,,02UO2
4. Does the project require coverage/authorization wider a 404 Nationwide or E]Yes M No
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 40 1 & B ull`fa r Pet nn i tit i, _rancLh
5, Does project comply with 15A NCAC CQ2 T,01 _) (additional permits/certifications)? H Yes [:]No
Per 1' 5 A NCAC 02T,01 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 N('_'AC 012T,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,
E] Yes F-1 No 0 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

X. CERTIFICATIONS-.
1. Does the submitted system comply with iJA NC -AC 0,C—, the MJrwu—n _Q_,s�lgr Cri-LC­a Mj- d4he- I enmttung u
and Fonct Mains 111'ates-� and the GmvSewer "N"fln,""niurn. Design Cnile-'a (iates-� as applicable?
M Yes [:1 No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the re nest is re aired prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I, VATqvo PC attest that this application for
(Professional Engineer's name from Application Item 111, 1 .)
CAPYA�&S Fo%WW SrcN%aV_ A6"TJA44T$ ANO A"WAA.
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version), Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation,,
3. Applicant'sQ ificatiouper l5ANC 02T.0106(b):
I, 77�97 &4M
(Signature Authority's name & title from Application Item 13.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application. package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 14" > 6 and ' 43 -2 ;`5,,5B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $ 10,000 as well as civil penalties up to $25,000 per violation..
Signature: Date: 6—zl—z�
FORM: ETA 04-16 Page 5 of 5

IMM
Subject:
COMPASS POINTE
Senior Apartments and Medical Offices
Brunswick County, North Carolina
Nffze-. ;a
Hood Creek, LLC
115 N. Third Street, Suite 100
Wilmington, NC 28401
April 2019
M01- �-
151 Poole Road, Suite 100
Belville, NC 28451
(910) -383-1044
NC License C- 1621

Compass Pointe is located in Brunswick County, North Carolina. The subdivision is just
north of Highway 74-76 and approximately one mile west from the intersection of
Highway 74-76 and Enterprise Drive. The project site is located on Compass Pointe
South Wynd NE approximately 600 feet north from the intersection with Highway 74-76.
The proposed Compass Pointe Senior Apartments and Medical Offices will include the
development of an apartment building with 100 units: 52 one -bedroom and 48 two -
bedroom. It will also include the development of a 30,000 SF Medical Offices building.
Wastewater flows from the project wilt be conveyed through a new gravity sewer system
that will connect to an existing 8" gravity sewer along Compass Pointe South Wynd NE
(WQ0037896).
From the existing gravity sewer, wastewater flows will discharge to a low pressure
system (WQ0037896) and eventually to Pump Station 41 (WQ0033044). Ultimately
wastewater flows will discharge at the Northeast Brunswick WWTF (NCO086819).
Pump Station #1 and the current offsite configuration are currently permitted for flow
from 440 residential units and an amenity center. WQ0033044 is currently in the process
of being modified to increase flows allotted to the Compass Pointe Subdivision. The
pending modification will allocate a total of 50,210 GPD to the West Tract Commercial
which will include the subject project.
The proposed gravity sewer system for the project will consist of approximately 1,160 LF
of 8-inch gravity sewer main.
The anticipated flow will be 9,670 GPD, The flow has been calculated with guidance
from 15A NCAC 02T 01 14 and from historical water usage from similar existing
apartment buildings, Each unit from the senior apartments building was allocated 40
GPD per bed. The flow from the medical offices building was determined by assuming
15 practitioners and allocating 250 GPD for each practitioner.
Consistent with the rest of the Compass Pointe project, all flow is being tracked under the
existing Pump Station '41 gravity permit (WQ0033044) which as stated above is in the
process of being modified.
Gravity Sewer System-

The gravity sewer system for the project has been sized in accordance with the
requirements set forth in -NCDENR Minimum Design Criteria for the pennitting of
Gravity Sewers".
Any additional WWTF capacity required will be requested with the modification to the
WQ0033044 permit. At such time that additional capacity is requested the downstream
permit(s) will be modified.
Brunswick Regional Water and Sewer (H2GO) will be responsible for the operation and
maintenance of the sanitary sewer system,

Compass Pointe is located in Brunswick County, North Carolina. The subdivision is just
north of Highway 74-76 and approximately one mile west from the intersection of
Highway 74-76 and Enterprise Drive. The project site is located on Compass Pointe
South Wynd NE approximately 600 feet north from the intersection with Highway 74-76.
The proposed Compass Pointe Senior Apartments and Medical Offices will include the
development of an apartment building with 100 units: 52 one -bedroom and 48 two -
bedroom. It will also include the development of a 30,000 SF Medical Offices building.
Wastewater flows from the project will be conveyed through a new gravity sewer system
that will connect to an existing 8" gravity sewer along Compass Pointe South Wynd NE
(WQ0037896). The proposed gravity sewer system for the project will consist of
approximately 1,160 LF of 8-inch gravity sewer main.
From the existing gravity sewer, wastewater flows will discharge to a low pressure
system (WQ0037896) and eventually to Pump Station #1 (WQ0033044). Ultimately
wastewater flows will discharge at the Northeast Brunswick WWTF (NC0086819).
Pump Station 91 was recently modified. to increase flow allocation up to 282,690 GPD
(WQ00330044 dated 5/8/19). The below chart summarizes current flow allocation within
Compass Pointe as of June 21, 2019 and attached is an updated summary of existing
connection by Phase as of June 21, 2019 provided by H2GO.
965 Existing Single -Family Units
202,650
GPD
Existing Amenity Site
1,440
GPD
Existing Temporary Golf Clubhouse
1,200
GPD
Existing Golf Cart Barn
210
GPD
Existing Golf Maintenance
210
GPD
Proposed Senior Apartments (permit pending)
12,630
GPD
Future Development (approx. 306 REQs)
64,350
GPD
TOTAL
282,690
GPD
The anticipated flow will be 12,630 GPD. The flow has been calculated with guidance
from 15A NCAC 02T .0114. Each unit from the senior apartments building was allocated
60 GPD per bed. The flow from the medical offices building was determined by
assuming 15 practitioners and allocating 250 GPD for each practitioner.
Consistent with the rest of the Compass Pointe project, all flow is being tracked under the
existing Pump Station 41 gravity permit (WQ0033044) which as stated above is in the
process of being modified.

Compass Pointe — No. of Connections vs. Permitted Units By Phase
As of June 21, 2019
Phase
Active Convections
Permitted Connections
Phase IA & 1 B
176
222
Phase I A See 2B
12
12
Phase 2 See 2A & 2B
168
187
Phase 2 Sec 1 C
12
15
Phase 4 See 1
30
40
Phase 4 See 2 & 3
42
57
Phase 4 See 4
33
44
Phase 4 See 5
39
46
Phase 10 &i 11
175
266
Phase 10 See 4
6
13
Phase 11 See 3
51
87
Phase I 1 See ID
10
10
Phase 12
48
97
Phase 13
5
46
Phase 15
20
45
Phase 16
38
51
Phase 17 See 1
12
34
Phase 17 See 2-5
69
126
Phase 18
19
103
Phase 14
0
32
Phase 19
0
60
TOTAL
965
1593

34°16'22.4"N 73°06'27.6"W
Map data 02019 500 ft�wn�
6/ 17/2019

Hunkelle, Dean
From: Mason Manhertzxmason.rnanhertz@caoefearengineerngzonn>
Sent: Monday, June 24,2O1951]7PM
To- Hunke|e,Dean
Cc: Matt Haley; Scott Lewis
Subject: RE: [External] RE: Compass Ptsenior apts
Attachments: FTAO4-16 (pg�Z).pdf, Sewer Narrative (pg. 2).pdf
Sorry for the confUsion. it appears that the submitted signed application does not reflect the proposed 40 gpd/br as was
intended.
With that being said due to the time constraints for a variance from PERCS we will base our flow from the 2T rules and
the apartments should be considered as rest home type rooms as you describe below (using 60 gpd/br). Please find
attached all revised documentation.
We will be sure to include permit numbers with the next summary of connections. Thanks.
From: Hunke|e,Dean [nnaiho:dean.hunke|[e-mail]
Sent: Monday, June 24,2O193:OUPK4
To: Mason Manhertz<rnason.manheMz@capefearengineering.00nn>
[c: Matt Haley <matt.ha|[e-mail]>; Scott Lewis (Brunswick Regional VV8^S)
<u|evvis@hZgomn|ine.conn^
Subject: RE: [External] RE: Compass Ptsenior apts
importance: High
Mason,
Now I am confused as you used 120 gpd/br in the application and now you are proposing 40 gpd/br, |fthese are just
rest home type rooms and not true apartments with, kitchens and W/D then you can use the 60 or 120 gpd/br from 2T.
As far as getting sreduced rate even asingle, site -specific one based onwater-use records, it now takes avariance from
PERCS and they are running 60 days or so right now. I know don't shoot the messenger.
For the next summary of connections, itwould be useful toindicate the permit # associated with each.
Let me know what you want to do on the flow. Apo isstill innnyqueue with 10-12projects ahead ofitbefore itpulls out
for add -info.
Environmental Specialist x
Water Quality Regional Operations Section

Department of Environmental Quality
910.796J215 Reception Desk
910,7ee.7380 Direct
e10s50.2004 Fax
Wilmington Regional Office
z27Cardinal Drive s`u
Wilmington, mczo*os
Email correspondence uzondj"romthis address is subject tmthe North Carolina Public Records Law and may bedisclosed tnthird
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt ofacomplete application and if
noadditional information has tobcrequested upon full review. Please use the Department's Permit Application Tracker todetermine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays anthe site for so
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today'sdate only gives info onthe latest permit version.
recommeade4 that con rmation beSrinted and or saved.
Links toboth trackers can befound onthe sewer permitting site here:
Subscribe to goLlection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Mason ManheMz
Sent: Monday, June 24,2U191:36PK4
To: Hunhe|e,Dean <
Cc: Matt Haley
Subject: [External] RE: Compass Ptsenior apts
EM
In regards to your comments below we have attached a revised narrative that shows an up-to-dateaccounting report of
all active and permitted connections in Compass Pointe as of June 21. Also attached is historical water usage of two
similar apartment buildings that were used in order to calculate our sewer and water demands. This should justify our
flow allocation of 40 GPD per bed. Please let us know if you have any further questions or comments. Thanks.
Mason Manhertz
C"E FEAR
ENGINEERING
From: Matt Haley

To: Mason Manhertz
Subject: Fwd: Compass Pt senior apts
Matthew Haley, P.E
Cape Fear Engineering, Inc.
Begin forwarded message:
From: "Hunke|e,Dean"
Date: June 1Z,2019at4:47:3yPMEDT
To: Matt Haley "Scott Lewis (Brunswick Regional VV&S)"
Cc: "Fertenbaugh, Christyn L"
Subject: Compass Pt senior apts
| plan to issue this ay o new permit since the downstream permit has pressure sewer in it unless | hear
otherwise.
| noticed a flow calculation error for the 1-BR units, supposed to be 140 gpd for each; 70 with 2,
bedroom minimum flow per the approved flow reduction. This will affect the accounting of flow usage
Also, I need the up-to-date accounting report as required by the May 8 1h issuance of WQ0033044. That
app had a connection report as of March 4 but didn't have the flows assigned for the starting balance &
usage and the permit didn't have info onthe 2pending permits from PERCS.
Lastly, when will the main pump station uapecityincneasebecertified7
Environmental Specialist o
Water Quality Regional Operations Section
Division ufWater Resources
Department nfEnvironmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910a50.2004 Fax
Wilmington Regional Office
1I7Cardinal Drive Ext
Wilmington, N[28405
�o8correspondeince to and/�this address iz, to the North C_a,o/inoPub,"ic Recores Law anti maY Obe
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business daysfrom receipt ofo
complete application and ifnoadditional information has to be requested upon full review. p|caso use the Department's
Permit Application Tracker »ndetermine the official application receipt date toallow you ,oestimate adate for issuance and
find the reviewer's name. Once issued, the record stays unthe site for aodays�