HomeMy WebLinkAboutWQ0045463_More Information Received_20240918Initial Review
Reviewer
nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * WQ0045463
Applicant/Permittee Pea Ridge Developers, LLC
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
...................................................................................................................................................................................................................................................................................... ... ... ... ... ... .. ... ... ... ... ..
Name* John R Harman
Email Address*
jackharman53@gmail.com
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
9198182077
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:*
WQ0045463
Has Current Existing permit number
Applicant/Permittee Address*
341 Kilmayne Dr Suite 201
Facility Name*
Firefly Overlook - Lot 6 SFR
Please provide comments/notes on your current submittal below.
Attn: Cord Anthony
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at nathaniel.thornburg@ncdenr.gov.
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Response to DWQ-Lot 6 Firefly-WQ0045463.pdf 628.79KB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). 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).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 9/17/2024
JOHN R. HARMAN, P.E.
PROFESSIONAL CONSULTING ENGINEER
2112 White Oak Road..... Raleigh, North Carolina.....27608
919.818.2077... ... ... ... ..... iackharman53@gmaiLcom
September 16, 2024
Mr. Cord Anthony, Jr., Engineer II
Division of Water Resources
NCDENR-Non Discharge Unit; Engineering & Permits
512 N Salisbury St.
Raleigh, NC 27601
Re: Response to DWR Comment Letter of 08/19/2024
WQ0045463-SFR Wastewater Irrigation System
Lot 6-Firefly Overlook Subdivision; Chatham County, NC
Dear Mr. Anthony:
The purpose of this correspondence is to offer reply to your comments/additional information
requested in your letter of August 19, 2024. Responses below will be given, more or less, in the
order of the items listed in your letter.
Item "A.1": Even though the Division acknowledges that Setback Waivers are not required at this
time for Permit Issuance, the applicable Recorded Setback Waivers are attached herewith.
Items "B","D", "E" & F"": No Comments Provided, No Responses needed.
Item "G." Soil Evaluation:
Response: Appended to this submittal is a response to the "Soil Evaluation" comment, and
offered by Mr. Chris Murray (Piedmont Environmental Associates, PA dated August 27, 2024.
Items "H", thru "O": No Comments Provided, No Responses needed.
It is hoped that the foregoing responses are satisfactory for staff to conclude their review pursuant to
permit issuance. If any questions arise regarding this matter, please do not hesitate to call or write.
Regards,
[/0/W /C, A&"i1C"
John R. Harman, PE
Consulting Engineer (NC PE #9810)
CONSTRUCTION PLANS FOR A WASTEWATER TREATMENT
SURFACE DRIP IRRIGATION DISPOSAL SYSTEM
FOR A FIVE BEDROOM RESIDENCE
LOT 6; 303 FIREFLY OVERLOOK ROAD; CHATHAM COUNTY, NC
SITE U.S. 64
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'NOTES:
1) SITE DATA WHICH INCLUDES PROPERTY BOUNDARIES, TOPO, UTILITIES, ROADS, AND OTHER SITE
FEATURES WERE OBTAINED FROM CHATHAM COUNTY GIS DATA AND ARE SHOWN TO DISPLAY
GENERAL SITE CONDITIONS AND ARE PRESUMED TO BE ACCURATE. LOCATIONS OF PROPOSED
STRUCTURES (HOUSES, DRIVEWAYS, AND WELLS) ARE SUBJECT TO MODIFICATION IF WITHIN THE
CONTEXT OF APPLICABLE RULES FOR SETBACKS.
2) ALL SEPTIC SYSTEM COMPONENTS TO INCLUDE TANKS, PUMPS, MANIFOLDS, AND SYSTEM
CONFIGURTION ARE APPROXIMATE AND AS SUCH NO SPECIFIC ACCURACY EITHER VERTICAL OR
HORIZONTAL IS IMPLIED. SUITABLE SOIUDISPOSAL APPLICATION AREAS HAVE BEEN LOCATED BY
PIEDMONT ENVIRONMENTAL ASSOCIATES, P.A. (OAK RIDGE, NC) (SOIL SCIENTISTS).
3) PROPERTY AND EASEMENT BOUNDARIES SHOWN ON THESE PLANS ARE APPROXIMATE AND ARE
NOT INTENDED FOR LOCATING PROPERTY OR IDENTIFYING PROPERTY LINES, CORNERS, OR
EASEMENTS. THIS IS NOT A SURVEY.
OWNER:
PEA RIDGE DEVELOPERS, LLC
c/o Andrew Ross, Manager
341 Kilmayne Dr., Suite 201
Cary, North Carolina 27511 eMail:
andrew.ross@Floyddevelopers.com
FIREFLY OVERLOOK SUBDIVISION
NC DEQ PERMIT #WQ 0045463
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BK 2432 PG 0113
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FILED
CHATHAM COUNTY NC
LUNDAY A. RIGGSBEE
REGISTER OF DEEDS
FILED Sep 17, 2024
AT 11:44:19 am
BOOK 02432
START PAGE
0113
END PAGE
0114
INSTRUMENT #
08007
EXCISE TAX
(None)
NON -DISCHARGE WASTEWATER SYSTEM WAIVER
AGREEMENT TO WAIVE SETBACKS AS REQUIRED BV
15A NCAC 02T .0506(a), .0506(b), .0606(a), .0706(a) AND .1006(a)
I. Chri-ntelpher Waanner (printed name). certify that 1 am a deeded owner or an
authorized agent of the properly located at:
Address: _239 Firefly Overlo❑k Parcel No.: 0096742
Cit,: Pittsboro state: NC zip code: 27312 County: Chatham
Furthermore. I certify that I am authorized to make decisions regarding this property. and that I do hereby
agree that the setback distances cited below be granted to the Applicant/Permittee listed on the following
page.
I understand the setback requirements set forth in 15A NCAC 02T. For the parcel identified above,
I consent to the following reduced setbacks:
® Wastewater Irrigation/Infiltration Setback to Pro eriv Lines
The required setback of 50 feet is reduced to ? feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than jk feet from my property line.
EX Wastewater Irrigation/Infiltration Setback to Places of Assembiv
The required setback of 10feet is reduced to _K feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 50 feet from my residence(s) or place(s) of assembly.
M Wastewater Treatment and Storage Unit Setback to Prooerty Lines
The required setback of _50 feet is reduced to _3Q_ feet, thereby allowing the construction of
wastewater treatment and storage units no closer than 30 feet from my property line.
(O Wastewater Treatment and Storage Unit Setback to Places of Assembiv
The required setback of I00feet is reduced to 50 feet, thereby allowing the construction of
wastewater treatment and storage units no closer than 5a_ feet from my residence or place of
assembly.
Si&nlature: for Waqoner Homes, Inc. Date.
Grants From Lot 5 to
FORM: NDWSW 02-19 � Page I of 2
'
Re.40 A -oW44t, �� to �l• �,os ]
BK 2432 PG 0114
Applicant/PermitteeAndrew Ross for Pea Ridge Developers, LLCpermit No. WO 0045463
Address: 303 Firefly Overlook Parcel No.: 0096743
City Pittsboro State: NC Zip Code: 27312 County: Chatham
NORTH CAROLINA, V ` -& 1L-7F_ COUNTY
I, N\ + C".d J •10 H , a Notary Public for County, North Carolina,
do hereby certify that i,�r� s"F•��it'1 V � N&v personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this thee' day of �Ial�--
r
4�,,IIIH1111
SEA
0 Z _ signature of Notary Public
�s
�'.
v Q' 0 ;, Mv commission expires a S
�7y ea�...a+��• {r✓
VV
Once notarized. this form shall be recorded at the Register of Deeds in the county or counties in
which the described properties are located. A cope of the recorded waiver shall be sent to the
following address:
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh. North Carolina 27699-1617
FORM: NDWSW 03-17
Patie 2 of?
BK 2432 PG 0107
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FILED
CHATHAM COUNTY NC
LUNDAYA. RIGGSBEE
REGISTER OF DEEDS
FILED Sep 17, 2024
AT 11:41:46 am
BOOK 02432
START PAGE
0107
END PAGE
0108
INSTRUMENT #
08004
EXCISE TAX
(None)
NON -DISCHARGE WASTEWATER SYSTEM WAIVER
AGREEMENT TO WAIVE SETBACKS AS REQUIRED BY
15A NCAC 02T .0506(a), .0506(b), .0606(a), .0706(a) AND .1006(a)
AndT_P,w_Ross.
1. of Pea Ridge Developpt s, LLC (printed name), certify that I am a deeded owner or an
authorized agent of the property located at:
Address: 341 Fir'pfly C)vPrinnk Parcel No.: 0096744
city: Pittsboro State: NC Zip code: 27312 county: Chatham
Furthermore, I certify that I am authorized to make decisions regarding this property, and that I do hereby
agree that the setback distances cited below be granted to the Applicant/Permittee listed on the following
page.
I understand the setback requirements set forth in 15A NCAC 02T. For the parcel identified above,
I consent to the following reduced setbacks:
® Wastewmater Irrigationllnfiltration Setback to Pronerty Lines
The required setback of 50 feet is reduced to 10 feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 10 feet from my property line.
® Wastewater Irrigation/lnFiltration Setback to Places of Assembly
The required setback of �Ufeet is reduced to 50 feet, thereby allowing wastewater effluent
irrigation or infiltration no closer than 50 feet from my residence(s) or place(s) of assembly.
® Wastewater Treatment and Storage Unit Setback to Prooerty Lines
The required setback of _5D feet is reduced to _3Q_ feet, thereby allowing the construction of
wastewater treatment and storage units no closer than 30 feet from my property line.
® Wastewater Treatment and Storage Unit Setback to Places of Assembly
The required setb• , of Ofee . reduced to 50 feet, thereby allowing the construction of
wastewater tre ent and st r ae nits no closer than feet from my residence or place of
assembly.
Signature: Date:
Grants From Lot 7 to Lot 6 for Pea Ridge Developers, LLC
FORM: ND�VS�4' 02-19 l �' � 'c1�# �..12.rsa�.t..+� IsLC Paee 1 of
BK 2432 PG 0108
Applicant/PermitteeAndrew Ross for Pea Ridge Developers, LLCPermit No.: WQ 0045463
Address: 303 Firefly Overlook
City: Pittsboro
NORTH CAROLINA,
Parcel No.: 0096743
State: NC Zip Code: 27312
\AkaV_�e_ COUNTY
County: Chatham
I, PQ(,t,( a Notary Public for V\Q� — County, North Carolina,
do hereby certify that ,T-Y\J �_D6r- personally appeared before me this day
and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal, this the —4— day of
.ti... 1 1„8. 1„",+,,. ,.
RL
SEAL
rgG140rAR
..�`,.,CO U .,;
Signature of N01ar1; Pliblie
MV coinntissioir expires] a 'q'ln T> zZ
Once notarized, this form shall be recorded at the Register of Deeds in the county or counties in
which the described properties are located. A copy of the recorded waiver shall be sent to the
following address:
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh. North Carolina 27699-1617
FORM: NDWSW 03-17 Nee 2 of
PIEDMONT
ENVIRONMENTAL
ASSOC I A T E S, P. A.
August 27, 2024
Mr. Cord Anthony, Engineer II
NCDENR-Non Discharge Unit; Engineering & Permits
512 N Salisbury St.
Raleigh, NC 27601
Re: Response to DWR Comment Letter of 08/19/24
WQ0045463 Wastewater Irrigation System -Chatham County, NC
Firefly Overlook Lot 6, Apex, NC
Mr. Anthony:
The purpose of this correspondence is to offer reply to your comments/additional
information requested in your letter of August 19, 2024. Responses below will be given
in the order of the items listed in your letter. The comments included in your letter which
pertain to aspects of the Soil Evaluation are as follows:
G. Soil Evaluation:
1. A 40.5% drainage coefficient is being proposed. Per the DWR Soil Scientist Evaluation Policy
and the EPA Process Design Manual: Land Treatment of Municipal Wastewater Effluent (EPA
625/R-06/016), a DC of 4-10% is recommended. How has the recommended drainage coefficient
been determined? Additionally, there is a large variance in drainage coefficient between this site
and surrounding lots despite very close proximity and similar soil types. Please explain the
reasoning for this variance
As we have discussed with the Division previously, the measurement of Ksat can be
highly variable even within small areas. In the case of this lot, lower conductivity
values necessitated a higher drainage coefficient to provide a loading rate within the
SFR loading group range for this lot. It is our understanding from the Division's
own guidance document that this is permissible, provided justification is given:
"...Values for this drainage coefficient shall not exceed 1.0 (100%). Considerations
for the drainage coefficient shall include reliability and consistency of Ksat data,
depth to seasonal high water table (apparent or perched), depth to the restrictive
horizon, slope, landscape position, inclusions of minor amounts of more limiting
soils, etc. The soil scientist sealing the report shall provide a discussion of
considerations in determining the drainage coefficient selected for the individual
system."
216 S. Swing Rd., Suite 1 Y.Greensboro, NC 27409 Y. 336-662-5487
In response to this, the following justification was given in our originally submitted
soil report:
"In the case of this submittal, the Ksat data were found to be relatively consistent
with one another. We recognize that the subsoil is restrictive as evidenced by the
perched soil wetness indicators, but the proposed drain field is located mostly on a
broad linear side slope with 18-20% slopes, thereby preventing ponding of any
applied wastewater. The soil characteristics are also consistent with one another as
evidenced by the soil boring logs and soil profile descriptions, suggesting that
unexpected soil inclusions should not be of concern."
If you have any further questions, please feel free to contact me directly
(chris@piedmontsoil.com or 336-662-5487).
Sincerely,
kp SOII s��F�
4f t
Y
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"7j� 1204OF MOM
G. Christopher Murray, MS
NC Licensed Soil Scientist
Piedmont Environmental Associates, PA