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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 <c« TO KrrmRO, TO APEX»» p�9Q �F 9O 90 Op0 5FP'F°��N P IORDAN LAKE co NORTH NTS '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 i r1' R•r l C# GENERAL LOCATION MAP OF SUBDIVISION LOTS NOT TO SCALE 11 c > f 0 0 L:M a dW — � 0 z - 2 a aF Lei L n N U J Q O Z � W a W W 00 ° _ Om ° �n Oc R w A v Q LU "0- O W\ J O Z LU `` Z / O ILL 1 O M Z) O U�J� y 1L %0 W a op �.2_ x N a J U W go 00 0 SON �r - 0c) 0 N� w U U 00 bbt z rn Cn N.D 0 � U � N a_ �7 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 �r 'r r: f •i "7j� 1204OF MOM G. Christopher Murray, MS NC Licensed Soil Scientist Piedmont Environmental Associates, PA