WQ0018755_Renewal Application_20190611

INITIAL REVIEW
Reviewer Monday, Tessa R
Project Number* WQ0018755
SUBMITTAL DATED: 6/11/2019
Project Contact Information
Rease provide information on the person to be contacted by MB Staff regarding electronic submittal, confirmation of receipt, and other issues.
......................................................................................................................................................................................................................................................................................................................................................................................................
Name * Amanda Berger
Email Address*
[e-mail]
Project Information
Application Type* r
New
r
Renewal
r
Annual Report
Permit Type * r
Wastewater Irrigation
r
Other Wastewater
r
Closed -Loop Recycle
r
Single -Family Residence
Wastewater Irrigation
Is a paper copy of the application being submitted?*
r Yes r Nor N/A
Permit Number WQ0018755
currently has project
Applicant\Permittee * Aqua North Carolina
Facility Name * Castle Bay
Phone Number*
919-653-6965
r Modification (Major or Minor)
r Additional Information
r Other
r High -Rate Infiltration
r Reclaimed Water
r Residuals
r Other
Please provide comments/notes on your current submittal below.

Ms. Monday,
Aqua North Carolina, Inc. ("Aqua") is providing the following the responses to your request for additional information
dated May 7, 2019.
A. Application: The spreadsheet updates are included with this response.
B. Site Map: The site map has been updated and is included with the response.
C. Drainage Construction: Construction plans, with PE signature, are included with this response.
D. Irrigation Fields:
1. Aqua agrees with the proposed annual application rate of 16.76 inches.
2. Irrigation field "PH 2" remediation is complete. The Raleigh Regional Office (RRO) has conducted a pre and post
construction evaluation. DEQ- RRO's Soil Scientist evaluated the site on June 6th, and it is our understanding the
work meets the requirements requested by DEQ- RRO.
Please attach all information required or requested for this submittal to be review here.
Application Form Engineering Hans, Specifications, Calculations, Etc.)
Castle Bay AdINFO Request_2 April
2.92MB
2019_20190606_su bmittal. pdf
Wload only 1 FDF docurmnt. K/Ultiple docurrents rrust be cortbined into one PDF file.
For new and modification permit applications, a paper copy may be required. If you have any questions
about what is required, please contact the reviewer or Tessa Monday. If a paper application is required,
be advised, applications accepted for pre -review until both the paper and electronic copies have been
received. The paper copy shall include the following:
o Application Form
o All relevant attachments (caIcs, sails report, specs, etc,}
o One full-size engineering plan set
o One 11x17" engineering plan set
o One extra set of specifications
o Fee (if required)
Mailing address:
By U.S. Postal Service By Courier/Special Delivery;
Division of Water Resources Division of Water Resources
Non -Discharge Branch Non -Discharge Branch
2617 Mail Service Center ! Att: Nathaniel Thornburg, 9 ' Floor, Office #942W
Raleigh, NC 27699-1617 ! 512 N. Salisbury St.
----------------------------------------I-----
_ Ralekh,_41170
--------------------------------------- NC 276Q-
For questions or problems contact Tessa Monday [e-mail] or 9 19.7 07.3 660.
* 17 By checking this box I acknowledge that I understand the application will not be accepted
for pre -review until the paper copy (if required) and fee (if required) have been received by
the Non -Discharge Branch. I also confirm that the uploaded document is a single PDF with
all parts of the application in correct order (as specified by the application).
Signature
Submission Date 6/11/2019

AOUA_
June 10, 2019
NCDEQ/ Division of Water Resources
Water Quality Permitting Section
Attn: Tessa Monday
1617 Mail Service Center
Raleigh, NC 27699-0167
Re: Request for Additional Information
Aqua North Carolina, Inc.
Castle Bay WWTP
WQ0018755
Wake County
Ms. Monday,
Aqua North Carolina, Inc is providing the following responses to your request for
additional information dated April 15, 2019 to accompany the responses provided on
May 29, 2019.
1. To ensure the Division's records are correct, please verify the following in
regard to the upset pond and effluent storage pond:
a. Effective storage capacity
Aqua Response: Aqua provides the following as clarification to the first
response:
Effluent Storage Pond, 5.4 MGD per letter dated November 2006 from
the Division.
Upset Pond, Approximately 500,000 gallons per engineering
specification.
b. Liner type
Aqua Response:
Upset Pond, 60 MIL HDPE replaced in 2017
Effluent Storage Pond, Unlined
c. Designed freeboard
Aqua Response:
202 MacKenan Court, Cary, NC, 27511 • 919.467.8712 • AquaAmerica.com

Ms. Tessa Monday
June 10, 2019
Upset Pond, 2' Freeboard
Effluent Storage Pond, 2' Freeboard
d. Approximate date built
Aqua Response: Approximate date built is 2005
2. Site Map and Setback Request (B & C)
Aqua Response: Attached is the site map and irrigation as -bunts. Per Aqua's
review these three documents contain the information requested to complete
this permit submittal.
3. Groundwater monitoring wells - Map request
Aqua Response: Monitoring Well Location Map has been included with this
submittal.
Monitoring Well #2
- Constructed 10/21/2002; 14.0' Depth
Monitoring Well #3
- Constructed 06/02/2006;14.5' Depth
Monitoring Well #1 -
Constructed 10/26/02; 14.0' Depth
If you have any objections or should need to discuss this request further, please feel
free to contact me [phone] or by e-mail at [e-mail].
Best regards,
Amanda Berger
Director of Environmental Compliance
Aqua North Carolina
Cc: Shannon Becker
Joseph Pearce
Joel Mingus

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COPYRIGHT ® 2001
NOTES:
1. TOPOGRAPHIC
SURVEY BY HOBBS
SURVEYING COMPANY, INC.
(WILMINGTON, NORTH CAROLINA),
2. SEE 1/D-101 FOR TYPICAL SERVICE
CONNECTIONS AT LOTS.
3. CONTRACTOR IS RESPONSIBLE FOR
COORDINATION OF ALL TRADES AND
SUBCONTRACTORS CONTRACTOR IS
ALSO RESPONSIBLE FOR FIELD
VERIFYING DIMENSIONS, ELEVATIONS,
AND LOCATIONS OF EXISTING CONDITIONS
AND UTILITIES.
4. CONTRACTOR SHALL COMPLY WITH ALL
EROSION AND SEDIMENTATION CONTROL
REQUIREMENTS,
5. CONTRACTOR SHALL COMPLY WITH ALL
APPLICABLE OSHA AND SAFETY
REQUIREMENTS.
6. PROVIDE MINIMUM 3'-0" COVER ON ALL
BURIED PIPE, UNLESS OTHERWISE DIRECTED
OR SHOWN ON THE DRAWINGS.
7. LOCATION
OF SEWER LINES ARE TO BE
FIELD
VERIFIED. SEWER LINES SHALL BE
INSTALLED W/ A MIN. 10' HORZ SEPARATION
FROM
WATER LINES AND/OR 1B" VERTICAL
SEPARATION WATER OVER SEWER
SEE SPECS FOR ADDITONAL REQUIREMENTS.
8 LOT
SETBACKS SHALL BE RECORDED AS
UTILITY EASEMENTS.
9 CENTERLINE OF PROFILES IS ABOVE SEWER
LINE WATER LINES AND FORCEMAINS ARE
SHOWN FOR REFERENCE ONLY
10.
SEE MAcCONNELL & ASSOCIATES DRAWING
SET PROJECT # 16902.00 FOR THE CASTLE
BAY WWTP AND POND.
11.
SEE PLAN FOR WATER/FORCE MAIN/SEWER
SEPARATION. WATER AND FORCE MAIN ARE
3'-0' MIN. BELOW GRADE AND ARE SHOWN
ON PROFILE SHEETS APART FOR CLARITY.
12.
WHEN LAYING PIPE THROUGH WETLANDS,
INSTALL ANTI —SEEP COLLARS AT 1DO—FOOT
INTERVALS AND 10 FEET EITHER SIDE OF
WETLAND LIMITS. COLLARS TO BE
CONCRETE, COMPACTED CLAY, OR AN
APPROVED SYNTHETIC COLLAR
NO.
DATE REVISION DESCRIPTION
1
JUNE 22, 1993
WORKING
2
APRIL 05, 1999
PER OWNER/NCDENR
3
AUG 12, 1999
REVISED PER OWNER
4
JULY 03. 2000
FINAL NOT FOR CONST
5
SEPT 29, 2000
REVISED PER OWNER
6
MAR 05, 2001
REVISED PER DWQ
7
MAY 11, 2005
RECORD DRAWING
PROJECT MANAGER:
PROJECT ENGINEER
GSM
DLM
DRAWN BY-
CHECKED BY:
KAK
MDA
r%AR/�/ D TE
S, 2001
NlacConnell &
Associates, P.C.
909 AVIATION PARKWAY, SUITE 1400
MORRISVILLE, NORTH CAROLINA 27560
POST OFFICE BOX 3095, CARY, NO 27519
TEL [phone] FAX- 919/319-6510
R. L. BLANTON & CO,, INC.
CASTLE BAY UTILITIES
Topsail Township, NC
SITE PLAN
PROJECT NUMBER I DRAWLING NUMBER
16905.00 S-101
90500-CASTLEBAYSS-BLN10N&CO

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COPYRIGHT © 2001
NOTES:
1. TOPOGRAPHIC SURVEY BY HOBBS
SURVEYING COMPANY, INC.
(WILMINGTON, NORTH CAROLINA).
2. SEE 1/D-101 FOR TYPICAL SERVICE
CONNECTIONS AT LOTS.
3. CONTRACTOR IS RESPONSIBLE FOR
COORDINATION OF ALL TRADES AND
SUBCONTRACTORS. CONTRACTOR IS
ALSO RESPONSIBLE FOR FIELD
VERIFYING DIMENSIONS, ELEVATIONS,
AND LOCATIONS OF EXISTING CONDITIONS
AND UTILITIES.
4. CONTRACTOR SHALL COMPLY WITH ALL
EROSION AND SEDIMENTATION CONTROL
REQUIREMENTS.
5. CONTRACTOR SHALL COMPLY WITH ALL
APPLICABLE OSHA AND SAFETY
REQUIREMENTS.
6. PROVIDE MINIMUM 3'-U" UUVER ON ALL
BURIED PIPE, UNLESS OTHERWISE DIRECTED
OR SHOWN ON THE DRAWINGS.
7. LOCATION
OF SEWER LINES ARE TO BE
FIELD
VERIFIED. SEWER UNES SHALL BE
INSTALLED W/ A MIN. 10' HORZ. SEPARATION
FROM
WATER LINES AND/OR 18" VERTICAL
SEPARATION WATER OVER SEWER.
SEE SPECS FOR ADDITIONAL REQUIREMENTS.
B. LOT
SETBACKS SHALL BE RECORDED AS
UTILITY EASEMENTS.
9. CENTERLINE OF PROFILES IS ABOVE SEWER
LINE. WATER LINES AND FORCEMAINS ARE
SHOWN FOR REFERENCE ONLY.
10.
SEE MAcCONNELL & ASSOCIATES DRAWING
SET PROJECT # 16902.00 FOR THE CASTLE
BAY WWTP AND POND.
11.
SEE PLAN FOR WATER/FORCE MAIN/SEWER
SEPARATION. WATER AND FORCE MAIN ARE
3'-0' MIN. BELOW GRADE AND ARE SHOWN
ON PROFILE SHEETS APART FOR CLARITY.
12.
WHEN LAYING PIPE THROUGH WETLANDS,
INSTALL ANTI -SEEP COLLARS AT 100-FOOT
INTERVALS AND 10 FEET EITHER SIDE OF
WETLAND LIMITS. COLLARS TO BE
CONCRETE, COMPACTED CLAY, OR AN
APPROVED SYNTHETIC COLLAR.
NO.
DATE
REVISION DESCRIPTION
1
JUNE 22, 199B
WORKING
2
APRIL 06, 1999
PER OWNER/NCDENR
3
AUG 12. 1999
REVISED PER OWNER
4
JULY 03, 2000
FINAL NOT FOR CONST.
5
SEPT 29. 2000
REVISED PER OWNER
6
MAR 05, 2001
REVISED PER DWQ
7
MAY 11, 2005
RECORD DRAWING
PROJECT MANAGER:
PROJECT ENGINEER:
GSM
DLM
DRAWN BY:
CHECKED BY:
KAK
MDA
D TE:
I'9ARC// �S, 2001
1
MacConnell &
Associates, P.C.
909 AVIATION PARKWAY, SUITE 1400
MORRISVILLE, NORTH CAROLINA 27560
POST OFFICE BOX 3096. CARY, NC 27519
TEL [phone] FAX: [phone]
R. L. BLANTON & CO,, INC.
CASTLE BAY UTILITIES
Topsail Township, NC
SITE PLAN
PROJECT NUMBER DRAWING NUMBER
16905.00 S-101

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Infraa--nicturo consultants North Carolina Georgia
South Carolina Florida
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RANDY L BLANTON
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909 MARKET STREET
VALMINGTON, NC 28401
[phone]
�'C��0� Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Rorida
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202 MACKENAN COURT
CARY, NORTH CAROLINA, 27511
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Godfrey \ s Are.:
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13.33 aa. Y /
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Waah.m. Bank s s F 5 Are. "B'
of North Cardin.
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D.B. 995, Pg. 7.9a �' r �. ' 3 noaa m^< \
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D.B. 1672. ag. 72 \ J
Is
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Wochovia Bark I x• \ /
Goafrey Creek Bouncary Line Table of North CarolinaI
DA 955. Pg. 294
Lint r'�a9 Disl. Line •n9 Dist. CERTIr]CAIE a 40.11RACY k NADFIXG , ^/I ; \
ssTrl. ,, m. m. ... e.." MTararvnrz De DIISCL—SRE l Aaron KeAy di
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07 I _ 2 s 6,35'as' t35.i]' °ve Drvpert` snv.n ana tle —d M1ereen vntl toot I h e) hereby
_ 't epteo.r,e .IIM1 y(.- <.° . °' Subdivision 1 of 2
us.>s' u• s ea'.z'3z' w ss aa• " r cex ncs.. Deco a. a a<e; mi<n. • s.a..o�t a
D.mm`a v . 1 (..<) ee.xq me y ..m Plat
^ ac.tee m°r.n j^rl.e�uon � we_s 5n]s
:x mn'si- w - —1. l.2 �•ss t e. i' x°� I.° , . < kl e: Fx. m'°"'^a Moog. `�� .I Dene °M1 p cea�<rd ..mrP°.^+ x sR.L,>Brontoa & C—Pany. Inc.
Izs _ _ P.O. Eo.10137
°r "°• � BAR .SCALE - 1'-200' Wlmin9tan, NC 28404 TNe. [phone]
tss h°r °° d ee,a .m...4
HOBBS SURVEYING COMPANY INC.
wlWvgl.a NartL raraWe 38<pa Te1<,�I (eta) 258-ava2
/ofa ma 35- P6090 SL4 7,&