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HomeMy WebLinkAboutAOWE-04-2023-194369.tif Megen McBride From: Trevor Hackney <thackney@agriwaste.com> Sent: Monday, October 21, 2024 8:48 PM To: Megen McBride Subject: Re: Cardiff Glyn AOWE Permit Submittals This is an external emai ea e'i e cautious before clickina any links or attachmen s: '' you have questions out tht 1.1 ail, plea-,,.„:end them to, - That would be perfect. Please revoke the previous permit with the same lot number so that it will be replaced by the "new" permit application. FYI, every lot beyond lot 32 is one lot off. This is what we updated with most of the amendments sent in through the permit portal. Thank you, Trevor Hackney AAFITTrevor Hackney Environmental Scientist Engineers and Soil Scientists thackney@agriwaste.corn I Direct:704.268.9160 Agri-Waste Technology,Inc.(AWT) 501 N.Salem Street,Suite 203,Apex, NC 27502 agriwaste.com I Office:919.859.0669 From: Megen McBride <MMcBride@CatawbaCountyNC.gov> Sent: Monday, October 21, 2024 10:51 AM To:Trevor Hackney<thackney@agriwaste.com> Subject: Cardiff Glyn AOWE Permit Submittals Trevor, If you submitted a new AOWE packet for a lot that we previously had approved, we will REVOKE the old submittal. Please reply back that this is acceptable. Thank you, Megen Megen McBride, REHS Environmental Health Administrator 25 Government Drive, Newton, NC 28658 (828)465-8268 office (828) 465-8276 fax https://www.catawbacountync.gov/county-services/environmental-health/ !r4 catawba county We want to hear from you. Please take a minute to take our customer service survey. English Queremos escuchar de usted. Tomese un minuto para realizar nuestra encuesta de servicio al cliente. Espanol Confidentiality Statement:The information contained in electronic transmissions is confidential and may be subject to protection under the law,including the Health Insurance Portability and Accountability Act(HIPAA).An electronic transmission is intended for the sole use of the individual or entity to whom it is addressed.If you are not the intended recipient,you are hereby notified that any use,distribution or copying of the message is strictly prohibited.If you received a message in error, please contact the sender immediately by replying to the e-mail and delete the material from any computer. From: Megen McBride Sent:Thursday, October 3, 2024 4:28 PM To: 'jmoran@agriwaste.com' <jmoran@agriwaste.com> Cc: 'Trevor Hackney' <thackney@agriwaste.com>; Madison Whisnant<MWhisnant@CatawbaCountyNC.gov> Subject: Cardiff Glyn AOWE Permit Submittals Hello - I emailed this to Trevor earlier today, but got an automatic message that he was off and to forward emails to you. The attached plat is the most recent version that Environmental Health and Catawba County Zoning has. Your recent AOWE submittals do match the lot configurations/lot numbers on the attached plat. Can you please provide the most updated version of the preliminary plat? Zoning will need to approve it before I sign off on all the AOWEs. Thank you, Megen Megen McBride, REHS Environmental Health Administrator 25 Government Drive, Newton, NC 28658 (828)465-8268 office (828) 465-8276 fax https://www.catawbacountync.gov/county-services/environmental-health/ { )catawba county We want to hear from you. Please take a minute to take our customer service survey. English Queremos escuchar de usted. Tomese un minuto para realizar nuestra encuesta de servicio al cliente. Espanol 2 Confidentiality Statement:The information contained in electronic transmissions is confidential and may be subject to protection under the law,including the Health Insurance Portability and Accountability Act(HIPAA).An electronic transmission is intended for the sole use of the individual or entity to whom it is addressed.If you are not the intended recipient,you are hereby notified that any use,distribution or copying of the message is strictly prohibited.If you received a message in error, please contact the sender immediately by replying to the e-mail and delete the material from any computer. 3 f t p\EpR _D/4 )0)3 -1440q1 tea°`„:Ar„-4.0 ROY COOPER•Governor ,-OLt,( -0 k- ZO 3 - (1(/3 61 o. ; '4` NC DEPARTMENT OF �_ �� KODY H. KINSLEY•Secretary i HEALTH AND IIII ,H :�! HUMAN SERVICES HELEN WOLSTENHOLME-Interim Deputy Secretary for Health ,og �, ,. MARK T. BENTON•Assistant Secretary for Public Health Division of Public Health COMMON FORM FOR AUTHORIZED ON-SITE WASTEWATER EVALUATOR PERMIT OPTION FOR NON-ENGINEERED SYSTEMS See Instructions for Use in Appendix A Except for"Date received",this Section to be completed by the AOWE in accordance witht G.S.130A-336.2 LHD USE ONLY: Initial submittal of this NOI received: `"[ `r1' 2-3 by , Dote Liitiols PART 1:Notice of Intent to Construct(NOI)-Please check all that apply ®Single System or ❑ Multiple Systems AND ®New ❑Expansion ❑ Relocation of all or part of the Existing System ❑Relocation of Repair Area ❑ Repair—LHD Permit Number ❑Repair—EOP/LSSCOVID 19/AOWE Permit Number 1. Facility Owner's name:(Owner,Company Name, Utility,Partnership, Individual, etc.): Adams Homes-AEC, LLC Mailing address: 3401 St. Vardell Lane, Suite B City: Charlotte State: NC Zip: 28217 Telephone number: 704-558-4527 E-mail Address: bcashionaadamshomes.com 2. Authorized On-Site Wastewater Evaluator(AOWE)name:Jeff Vaughan LS5 License number:1227 AOWE Certification number:10003E Mailing address:501 N Salem St, Suite 203 City:Apex State: NC Zip:27502 Telephone number: 919-859-0669 E-mail Address: jvaughanagriwaste.com 3. Licensed Geologist(LG)(if applicable) name: License Number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 4. Proof of Errors and Omissions or other appropriate liability insurance for the following persons is attached that includes the name of the insurer, name of the insured and the effective dates of coverage: ®AOWE ❑ LG 5. Property location(physical address,tax parcel identification number or subdivision lot, block number of the property to be permitted Lot 52 Colchester Court, Catawba, NC. 28609 (Cardiff Glyn Subdivision) County Name: Catawba RECEIVED NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH APR 1 9 2023 LOCATION:5605 Six Forks Road,Raleigh, NC 27609 MAILING ADDRESS:1642 Mail Service Center,Raleigh,NC 27699-1642 www.ncdhhs.gov • TEL:919-707-5874 • FAx 919-845-3972 Environmental Health AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER AOWE Common Form LHD Reference: 13 -O ��7..o23-1q� 56? 6. Type of facility: ® Place of residence No.Bedrooms:4 No.Occupants:8 ❑ Place of business Basis for flow calculation: ❑ Place of public assembly Basis for flow calculation: 7. Factors that would affect the wastewater load:domestic strength wastewater from a single-family residence 8. Type and location of proposed wastewater system: Pressure Manifold Low-Profile Chamber Dispersal System drain field product Location shown on site plan 9. Design wastewater flow:480 gpd Design wastewater strength: ®domestic ❑ high strength ❑ industrial process(For high strength and industrial process wostewoter,o Professional Engineer licensed in accordance with G.S.89C shall design the on-site wastewater system.) 10. A plat as defined in G.S. 130A-334(7a)is attached: ❑Yes ® No A site plan as defined in G.S. 130A-334(13a)is attached: ® Yes ❑ No 11. Location of proposed or existing wells(drinking water,irrigation,geothermal,groundwater monitoring, sampling,etc.)and any potable and non-potable water conveyance lines is indicated on attached plans and complies with 15A NCAC 18A.1950: ®Yes ❑ No This is a saprolite system. ❑Yes ® No 12. Evaluation(s) of soil conditions and site features in accordance with G.S. 130A-335(a1)signed and sealed by a LSS is attached: ®Yes ❑ No 13. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ❑Yes ® NA 14. Proposed landscape,site,drainage,or soil modifications are attached: ❑Yes ® NA Attestation by AOWE pursuant to G.S.130A-336.2 I,Jeff Vaughan hereby attest that the information required to be included with Authorized On-Site Wastewater Evaluator(Print Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State,and local laws, regulations, rules and ordinances, and that the proposed system does not require a Professional Engineer, licensed in accordance with G.S.89C,and in accordance with 15A NCAC 18A.1938 and activities determined to be engineering as determined by the North Carolina Board of Examiners for Engineers and Surveyors. April 14, 2023 Signature of Authorized On-Site Wastewater Evaluator Date Owner self-submittal of NO1: I, hereby submit this NOI prepared by Print Name of Owner Print Nome of Licensed PE pursuant to G.S. 130A-336.1. Signature of Owner Date DHHS/EHS/OSWP-AOWE COMMON FORM Updated April 2022 Page 2 of 6 AOWE Common Form LHD Reference: /1Uw12 7023-1 r1( 36 t NOTES: LIABILITY: The Department,the Department's authorized agents,or local health departments shall have no liability for wastewater systems designed,constructed,and installed pursuant to an AOWE Permit Option fG.S_ 130A-336.2(f)] RIGHT OF ENTRY: The submittal of this Notice of Intent to Construct grants right of entry to the Local Health Department and the State to the referenced property. ISSUANCE OF BUILDING PERMIT: Once the LHD deems that the Notice of Intent to Construct is complete via signature in the section below,the owner may apply to the local permitting agency for a permit for electrical,plumbing,heating,air conditioning or other construction,location,or relocation activity under any provision of general or special law pursuant to G.S.130A-338. DHHS/EHS/OSWP—AOWE COMMON FORM Updated April 2022 Page 3 of 6 a , a AOWE Common Form LHD Reference: 4066. ^6y- 2.o23 - i/1 ' This section for Local Health Deportment use only. PART 2: LHD Completeness Review of the Notice of Intent to Construct "(c) Completeness Review for Notice of Intent to Construct.—The local health department shall determine whether the notice of intent to construct required pursuant to subsection(b)of this section is complete within five business days after receiving the notice of intent to construct.A determination of completeness means that the notice of intent to construct includes all of the required components.If the local health department determines that the notice of intent to construct is incomplete,the local health deportment shall notify the owner and list the information needed to complete the notice.The owner may then submit additional information to the local health department to cure the deficiencies in the initial notice.The local health department shall make a final determination as to whether the notice of intent to construct is complete within five business days after the deportment receives the additional information.If the local health department fails to act within any time period set out in this subsection,the owner may treat the failure to act as a determination of completeness. The owner shall be able to apply for the building permit for the project upon the decision of completeness of the notice of intent by the local health department or if the local health department fails to act within the five business day time period." The review for completeness of this Notice of Intent was conducted in accordance with G.S. 130A-336.2(c). This NOI is determined to be: ❑ INCOMPLETE(If box is checked, Information in this section is required.) Based upon review of information submitted in Part 1,the following items are missing: Copies of this form listing missing items were sent to the AOWE and the Owner on Date via with directions to re-submit missing items using Page 5 of this form. Email,FAX,USPS,hand-delivered Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Dote Mr-COMPLETE(If box is checked,information in this section is required.) Based upon review of information submitted in Part 1 of this form,this NOI is deemed COMPLETE. Copies of this signed form were sent to the AOWE and the Owner on���`"J �3 via P IN r( Date Email,FAX,USPS,hand-delivered A copy of this NOI and tracking information was sent to the State on via Date Email,FAX,USPS,hand-delivered LI„ 74" pkv- y-z4 , Print Name of Authorized Agent o he LHD Signature of Authorized Agent of the LHD Dote DHHS/ENS/OSWP—AOWE COMMON FORM Updated April2022 Page 4 of 6 AOWE Common Form LHD Reference: Re-submittal of NOI with missing items included This Section is for use by owner to submit items noted as missing during LHD Completeness Review above. Resubmittals must be accompanied by a cover letter from the AOWE LHD USE ONLY: This NOI resubmittal received: by Date initials Item#from initial NOI Resubmittal description Attestation by AOWE certified in North Carolina pursuant to G.S. 130A-336.2 I, hereby attest that the information required to be included with Authorized On-Site Wastewater Evaluator(Print Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal, State,and local laws,regulations, rules,and ordinances. Signature of Authorized On-Site Wastewater Evaluator Date The section below is for Local Health Department use after submittal of items noted as missing above. LHD Follow-up Completeness Review of Notice of Intent to Construct This follow-up review for completeness of this Notice and Intent was conducted in accordance with G.S. 130A- 336.2(c). This NOI is determined to be: ❑ INCOMPLETE Based upon review of information submitted in the RESUBMITTAL above,this Notice of Intent remains INCOMPETE because the following items from Part 1 of this form remain missing: Copies of this signed form were sent to the AOWE and the Owner on via Dote Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ❑ COMPLETE Based upon review of information submitted in the RESUBMITTAL above in addition to information provided in Part 1 of this form,this NOI is deemed complete. Copies of this signed form were sent to the AOWE and the Owner on via Dote Email,FAX,USPS,Hand-delivered A complete copy of this form with tracking information was sent to the State: via Dote Email,FAX,USPS,hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date DHNS/EHS/OSWP—AOWE COMMON FORM Updated April 2022 Page 5 of 6 AOWE Common Form LHD Reference: PART 3: Authorization to Operate(ATO) Except for date received,the Section below Is to be completed by the Owner. LHD USE ONLY: Initial submittal of request for ATO received: by Dote Initials Date of Post-construction Conference: T The following items are included in this submittal for an Authorization to Operate under an AOWE permit: 1. Signed and sealed copy of the AOWE's report that includes the information in G.S. 130A-336.2(k) ❑ Yes ❑ No 2. Operation and management program ❑ Yes ❑ No 3. Fee (as applicable) ❑ Yes ❑ No 4. Notarized letter documenting Owner's acceptance of the system from the AOWE ❑ Yes ❑ No S. On-site Wastewater Contractor name: License number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 6. Proof of Errors and Omissions or other appropriate liability insurance for the On-site Wastewater Contractor is attached and includes the name of the insurer, name of the insured,and the effective dates of coverage. ❑Yes ❑ No Attestation by the Owner for Authorization to Operate I, hereby attest that all items indicated above have been provided to the Print name of Owner County LHD and the system shall meet applicable federal,State,and local laws, regulations, rules,and ordinances. Signature of Owner Dote This section for LHD Use Only. LHD Review of required information for the ATO ❑ INCOMPLETE Based upon review of information submitted in the Section above,the following items are missing from the information required for an Authorization to Operate for an AOWE permit: Copies of this signed form were sent to the AOWE and the Owner on via Dote Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ❑ COMPLETE Based upon review of information submitted in the Section above,this Authorization to Operate is hereby issued in accordance with G.S. 130A-336.2(m). A copy of this complete NOI/ATO with tracking information was sent to the State on via Dote Email,FAX,LISPS,Hand-delivered Print name of authorized Agent of the!HD Signature of authorized Agent of the LHD Dote iSSUANCE OF CERTIFICATE OF OCCUPANCY: Once the LHD determines completeness based upon the ATO submission,the owner may apply to the local permitting agency for permanent electrical service to o residence,place of business or place of public assembly pursuant to G.S.130A-339. DHHS/EHS/OSWP—AOWE COMMON FORM Updated April 2022 Page 6 of 6 �....") AGRITEC-01 GKROHL AC RL CERTIFICATE OF LIABILITY INSURANCE DA3r�ano 3 Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Connie Garkalns NAM_ Hartsfteld&Nash Agency,Inc. PHONE 919 556-3698 Fax 10405 Ligon Mill Rd„Ste H (Arc,No,EM): (A/C,No):(919)556-8758 Wake Forest,NC 27587 E-MAILConnie hartsfield-nash.cam AORREss INSURER(S1 AFFORDING COVERAGE _- NAIC S INSURER A_Selective Insurance Company of the Southeast.39926 INSURED 'INSURER B:ACCIDENT FUND INSURANCE COMPANY OF AMERICA 10166 Agri-Waste Technology Inc INSURER C:Evanston Insurance Company - 501 N.Salem St Ste 203 INSURER D: Apex,NC 27502 -- INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LTR . TYPE OF INSURANCE INSD yyyD POLICY NUMBER (MM/DDIYYYYI (MMIDDIYYYYL UNITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CI AIMS-MADE X OCCUR S 2253659 1/18/2023 1/18/2024 DAMAGE TO RENTED 300,000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 10,000 PERSONAL Z.ADV INJURY $ 2,000,000 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICY X Mi. LOC 1 PRODUCTS-COMP/OPAGG 4,000,000 OTHER: S A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 (Ea accident)_ _ $ X ANY AUTO S 2253659 1/18/2023 1/18/2024 BODILY INJURY(Per person) $ OWNED - SCHEDULED _AUTOSIOE ONLY AUTOS W Ep BODILY INJURY(Rat accident) $ AURTOS ONLY AUTOS ONNLY _Piperr acEcident)DAMAGE $ • A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 EXCESSLIAB CLAIMS-MADE S 2253659 1/18/2023 1/18/2024 AGGREGATE $ 2,000,000 DED RETENTIONS $ B WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY YINSTATUTE ER_ , ANY PROPRIETOR/PARTNER/EXECUTIVE 100003072 111812023 1/18/2024 _El.EACH ACCIDENT 1,000,000 MaigtMtEMg�{�EXCLUDED/ w N/A andatory In NH) E.L.DISEASE-EA EMPLOYEEE 4 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT ,$ C Prof&Pollution MKLV3ENV103400 8/22/2022 ' 8/22/2023 Each Claim 5,000,000 A Leased I Rented S 2253659 1/18/2023 1/18/2024 Equipment 25,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE "`This is ONLY For Informational Purposes THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P ACCORDANCE WITH THE POLICY PROVISIONS, Contact Agency for Specific Holder info to be added AUTHORIZED REPRESENTATIVE .60Ulkep*V14 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Engineers and Soil Scientists `` '��,,, _AVitr Agri-Waste Technology, Inc. \'Y' 501 N Salem Street, Suite 203, Apex, NC 27502 agriwaste.com I 919.859.0669 Soil Suitability for Domestic Sewage Treatment and Disposal Systems Lot 52 Colchester Court, Catawba, NC. 28609 Cardiff Glyn Subdivision (Catawba County) PREPARED FOR: Adams Homes—AEC, LLC, Client PREPARED BY: Jeff Vaughan, Senior Agronomist & Soil Scientist Trevor Hackney, Environmental Scientist DATE: April 14, 2023 Soil suitability for domestic sewage treatment and disposal systems was evaluated on October 10, 2022, for the proposed property located at Lot 52 Colchester Court, Catawba, NC. Jeff Vaughan and Trevor Hackney of Agri-Waste Technology, Inc. (AWT) conducted the soil evaluation. This evaluation was done to facilitate permitting for a septic system. This report and attached documents were prepared to meet the requirements for an Authorized On-Site Wastewater Evaluator to meet G.S. 130A-336.2 A drawing of the site plan, septic layout, and boring locations is included in Attachment 1. Profile descriptions for each boring are included in Attachment 2. Additional documentation about the property is included in Attachment 3. This property is a subdivision of a larger property that will make up the Cardiff Glyn subdivision. This property area is approximately 0.929 acres. The property is a wooded lot. The home is proposed near the front of the property with the septic system proposed upslope of the home. The proposed septic system is a pressure manifold septic system utilizing a low-profile chamber dispersal system product for the primary and repair system. Soil Suitability for Domestic Sewage Treatment and Disposal Systems The drawing in Attachment 1 details the property boundaries (as proposed by Frank Craig), soil boring locations, and layout of drain field trenches (Completed by AWT). Soil borings were examined to determine soil suitability for on-site sewage disposal systems in accordance with 15A 18A .1900 Rules for Sewage Treatment and Disposal Systems. These borings were advanced with a hand auger. 1 A septic layout was performed to demonstrate available space (.1945). The layout in Attachment I indicates there is available space for a four-bedroom primary and repair system utilizing a pressure manifold septic system utilizing a low-profile chamber dispersal system drain field product. The proposed LTAR (Long Term Acceptance Rate) by AWT is 0.3 GPD/ft2. The soils on this property are group IV soils within the distribution and treatment zone as used to define the LTAR. Since usable slope corrected soil depths meet or exceed 26" AWT is recommending the use of the pressure manifold septic system utilizing a low-profile chamber dispersal system product. The maximum trench bottom should not exceed 14". With an LTAR of 0.3 GPD/ft2,1068 linear feet of trench are necessary to support a four- bedroom home initial and repair system. The attached drawing proves that 540 linear feet of trench can be installed for the primary septic system. The attached drawing proves that 538 linear feet of trench can be installed for the repair system. Any disturbances or grading done in the usable area or within the proposed setbacks will change the potential of using the area designated for a drain field. We appreciate the opportunity to assist you in this matter. Please contact us with any questions, concerns, or comments. Sincerely, Jeff Vaughan, AOWE 2 Attachment 1: Site Plan/Drawing and Calculations • T i UJ1ti! 1111i1 v 1 P in Mill CC 1 `a A giq § g i g J; ---;j ( '— .`)f -N, r wTyi j_•;'.•EQ ` 1 Q 7 @ 4= 4) O J C 4= N- N M 7+ - C +--. .� U) W Q plU '; ,,,' F- J U5 H �:-- C..) 0. O 0. cc ❑ ❑ W .- x - „' Srtit,,N a0 a) (0610. . -o_ P C . p�1�o- , N CO V CO t` t)0 C • Q) 4) 4) 4) 4) 4) 4) 4) 4) 4) 4) 4) 4) 4) 4) 4) 4) (I) U a) cn cn cn UUf) U) rl E 0) N U) N 7 CO U) C co O m E o N 7 4) N ID p CO0 U U C O. O. �, co J N 7+- 7 U N a. o) c ID_ c ❑ n O 4) tb a X O O LV CU r L C O N a 0 DO J CO Ch t .`� N u- 4) C 7- N C CD toco a) d) N SC) J M M_ U fn t7 to t7 O' O (o () 2 -c o m Cr) p (6 M O co co N V tll 3 C r C 4 L > CO C O) ' Z aa)) CO CO rn ` 0 8 03 Y m o m v m _ a _ _ J Limn C.) co E. Q M U N- . -, Q) �° °) 0) up-) < rn rn U L _I 3 Z > -.-C.—I Ur = M ci) o - LL U C C j 0w 0 0 0 U U U E (1) 0) 4) Q O D T Ua a` a Cn =5 II I J- gi 0@ gag (-.11 g �; ,= 0 >.. O > r ,. 1 iii li 1 oil _ r?o! 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Lot If: 52 Permit If: Project Manager: Owner: Adams Homes-AEC, LLC Jeff Vaughan, PhD, LSS Address: 3401 St.Vardell Lane,Suite B Type of System: In bg jvaughan@agriwaste.com Charlotte,NC 28217 919-859-0669 Phone: 704-558-4527 Engineer: Email: bcashion@adamshomes.com PIN: 378003016801 Rodney L.Huffman, PhD, PE rhuffman@agriwaste.com EHS: Soil Parameters Soil Evaluation By: Special Conditions/Notes: LIAR: 0.30 gpd/ft2 Design Parameters Type of Establishment: Residence,5 or fewer bedrooms Unit: Bedroom d of Units: 4 Septic Tank Specifications Min.Tank Capacity: 1,000 gal Exterior Interior Actual Tank Volume: 1,250 gal Length: 125.5 119.5 in. Tank Manufacturer: Sheaf Width: 65.5 59.5 in. Tank Model: TS 1250 STB Depth: 61.5 54.5 in. Primary Draintield Specifications Type of Distribution: Parallel Pressure Manifold Trench Bottom Area: 1600 ft2 Trench Media: Low-profile Chambers Minimum Drain line: 533 ft Trench Width: 3 ft Actual Drain Line: 540 ft Trench Depth: in. Number of Lines: 6 (or as specified on permit) Minimum Line Spacing: 9 ft O.C. Wastewater Treatment System Design Calculations Project: Cardiff Glyn - Lot 52 Location: 5064 Throneburg Rd Catawba, NC 28609 County: Catawba Septic Tank Sizing Daily Flow Estimate: Unit #of Units Flow/Unit Flow/Day Bedroom 4 120 480 480 gpd Septic Tank Minimum Capacity: Per NCAC T15A:18A.1952(b)(1): For individual residences with 4 bedrooms, Minimum Liquid Capacity(V)= 1,000 gal Septic Tank Specs: Manufacturer: Shoaf Model: TS 1250 STB Volume: 1,250 gal Weight: 11,000 lbs Exterior Interior Length: 125.5 119.5 in. Width: 65.5 59.5 in. Depth: 61.5 54.5 in. Shape of Risers: Circular Diameter: 2.00 ft Pump Tank Storage & Float Settings Project: Cardiff Glyn - Lot 52 Location: 5064 Throneburg Rd Catawba, NC 28609 County: Catawba Tank Manufacturer Shoaf Tank Model TS 1275 PT Interior Height(in.) 60.5 in. Avg. Storage 21.07 gal/in. Primary System Elevations, measured from bottom towards top (0= Interior Bottom of Tank): Top of pump (including 4" block) 16.1 in. (Pump height = 12 1/8") Pump Off 18.0 in. Pump On 29.5 in. (set for dose volume) Alarm On 35.5 in. (6 in. above On Float) Emergency Storage Available Pump Tank 527 gal Days of Storage 1.10 days (determined from"interior top of tank"-"High Water Alarm") Repair System Elevations, measured from bottom towards top (0= Interior Bottom of Tank): Top of pump (including 4" block) 16.4 in. (Pump height= 12 13/32") Pump Off 18.5 in. Pump On 30.0 in. (set for dose volume) Alarm On 36.0 in. (6 in. above On Float) Emergency Storage Available Pump Tank 516 gal Days of Storage 1.08 days (determined from"interior top of tank"-"High Water Alarm") ELEVATIONS Project: Cardiff Glyn-Lot 52 Location: 5064 Throneburg Rd Catawba,NC 28609 County: Catawba Benchmark IP SE corner Lot 52 BM Elev 1004.8 ft Septic Tank 1,250 gal Ground Surface ft Depth of Soil Cover 21 in. 1.75 ft Overall Ht of Tank 61.5 in. 5.13 ft Elev,Base of Tank 1004.33 ft Ht to 4"Inlet Invert 50 in. 4.17 ft Elev,4"Inlet Invert 1008.49 ft Ht to 4"Outlet Invert 48 in. 4.00 ft Elev,4"Outlet Invert 1008.33 ft Gravel Base _ • in. 0.50 ft Elev,Bot of Excavation 1003.83 ft Pump Tank 1287 gal Ground Surface ;i(77.111 ft Depth of Soil Cover 20 in. 1.67 ft Overall Ht of Tank 67.5 In. 5.63 ft Elev.Base of Tank 1003.41 ft HI to 4"Inlet Invert 57 In. 4.75 ft Elev,4"Inlet Invert 1008.16 ft Ht to 2"Outlet Invert 58 in. 4.83 ft Elev,2"Outlet Invert 1008.24 ft Gravel Base 6 in. 0.50 ft Elev,Bot of Excavation 1002.91 ft ST Inlet Pipe Grade @ Stub-out Depth of Stub-out,top `;jflC ft Elev,Stub-out Invert 1008.85 ft Elev @ ST Inlet Invert 1008.49 ft Length ft Slope 2.4 % Pipe,ST to PT ID 3 in. 0.33 ft OD In. 0.38 ft Elev,ST Outlet Invert 1008.33 ft Elev,PT Inlet Invert 1008.16 ft Length r ft Slope 1.5% Cover over inlet pipe 2.35 ft Pump Reqmt. Floor Thickness 4 in. 0.33 ft Elev,Pump Tank Floor 1003.74 ft Pump Block Ht. in. 0.33 ft Elev,Pump Intake 1004.08 ft Grade @ Primary Manifold r I ft Grade @ Repair Manifold i ft Min.Cover y?`in. 1.50 ft Max Elev,Primary 1015.30 ft Max Elev,Repair 1018.80 ft Elev Diff,Primary 11.22 ft Elev Diff,Repair 14.72 ft Drainfield Design Project Cardiff Glyn-Lot 52 Location 5064 Throne burg Rd Catawba,NC 28609 County Catawba Drainfield Sizing Primary LTAR 0.3 gpd/ft2 Daily Design Flow 480 gpd Type of Drainfield Media Low-profile Chambers Req.Drainfield Area 1,600 ft2 Required Drainline Trench Width,Eff. 3 ft After 0%Reduction 533 ft Required Drainline 533 ft Minimum Line Spacing 9 ft(0.C.) Repair LTAR 0.3 gpd/ft2 Daily Design Flow 480 gpd Type of Drainfield Media Low-profile Chambers Req.Drainfield Area 1,600 ft2 Required Drainline Trench Width,Eff. 3 ft After 0%Reduction 533 ft Required Drainline 533 ft Minimum Line Spacing 9 ft(0.C.) Drainfield Layout Elevation Line Length Used as Used as j; Use Flag Color (ft) (ft) Primary(ft) Re 1 Layout Line yellow 1011.0 118 58.0 2 Layout Line red 1014.E 119 58.0 3 Layout Line purple 1014.9 118 110.0 4 Layout Line blue 1015.8 115 110.0 5 Layout Line yellow 1016.9 114 102.0 6 Layout Line red 1016.2 103 102.0 7 Layout Line purple , 1017.4 80 66.0 8 Layout Line blue 1019.3 53 46.0 9 Layout Line red 1015.1 49 46.0 10 Layout Line white 1016.5 62 46.0 11 Layout Line blue 1017.3 79 66.0 12 Layout Line yellow 1017.6 51 46.0 13 Layout Line red 1018.3 111 90.0 _ 14 Layout Line white 1026.3 70 66.0 15 Layout Line blue 1027.2 80 66.0 fatal 1322 540 538 Count 15 6 9 For Chambers or Low-profile Chambers: Effective trench lengths are shown.Add 1'for total installation length. PRESSURE MANIFOLD DESIGN (Primary) Site Information Project: Cardiff Glyn-Lot 52 Location: 5064 Throneburg Rd Catawba,NC 28609 County: Catawba Design information Estimated Daily Flow 480 gal/day L.T.A.R. (from Catawba Co.) 0.3 gal/day/R2 L.T.A.R.+ 5% 0.315 gal/day/ft2 Trench Width 3 ft. Line Length Required 533 ft. Length after 0%Reduction 533 ft L.T.A.R. Reduced 0.300 gal/day/ft2 L.T.A.R.Reduced+5% 0.315 gal/day/ft2 DRAINFIELD INFO.- Primary Proposed Type of System/Distribution Purnp to Pressure Manifold 7 using Low-profile Chambers Flag Line Flow Flow/Foot Line Line No. Color Length(ft) Tap (••m) (gpm/ft) L.T.A.R. 1 yellow 58 1/2in SCH 80,Split ?: 0.047 0.285 2 red 58 112in SCH 80,Split -•'.rp ''% 0.047 0.285 3 purple 110 1/2in SCH 80 5.4_8 0.050 0.300 4 blue 110 1/2in SCH 80 5.48 0.050 0.300 5 yellow 102 3/4in SCH 80,Split 5.05 0.050 0.298 6 red 102 3/4in SCH 80,Split 5.05 0.050 0.298 Total 540 Total 26.54 Avg. 0.29 Note:Line lengths am calculated in 4'increments to reflect use of Low-profile Chambers product.2'added for endcaps. Total Run Time 18.09 min. Drainfield Capacity 352.6 gal %of Drainfield Cap 1r1 (Req.Range 66-75%) Dose Volume 242.2 gal/dose Run Time/Dose 9.1 minutes Range 5-7 minutes unless uphill,checked Volume/depth 21.07 gal/in. (Per tank manufacturer's specifications) Estimated Drawdown 11.50 in. Manifold Box Number of Taps 4 with 2 Split(s) Manifold Length 3.5 ft. (approximate) PRESSURE MANIFOLD SYSTEM DESIGN (Repair) Site information Project: Cardiff Glyn-Lot 52 Location: 5064 Throneburg Rd Catawba,NC 28609 County: Catawba Design information Estimated Daily Flow 480 gal/day L.T.A.R.(from Catawba Co.) 0.3 gal/day/ft2 L.T.A.R.+5% 0.315 gal/day/ft2 Trench Width 3 ft. Line Length Required 533 ft. Length after 0%Reduction 533 ft L.T.A.R.Reduced 0.300 gal/day/ft2 L.T.A.R.Reduced+5% 0.315 gal/day/ft2 DRAINFIELD INFO.- Repair Proposed Type of System/Distribution. Pump to Pressure Manifold using Low-profile Chambers Flag Line Flow Flow/Foot Line Line No. Color Length(ft.) (gpinLi (gpm/ft) L.T.A.R. 7 purple 66 3/4in SCH 80, Split _5.05 0.077 0.295 8 � blue 46 1/2in SCH 40,Split 3.56 0.077 0.298 9 red 46 1/2in SCH 40,Split 3.56 0.077 0.298 10 white 46 1/2in SCH 40,Split 3.56 0.077 0.298 11 blue 66 3/4in SCH 80,Split 5.05 0.077 0.295 12 yellow 46 1/2in SCH 40,Split 3.56 0.077 0.298 13 red 90 1/2in SCH 40 7.11 0.079 0.304 14 white 66 3/4in SCH 80, Split 5.05 0.077 0.295 15 blue 66 3/4in SCH 80,Split 5.05 0.077 0.295 Total 538 Total 41.53 Avg. 0.30 Note,Line lengths are calculated in 4'increments to reflect use of Low-profile Chambers product.2'added for endcaps. Total Run Time 11.56 min. Drainfield Capacity 351.3 gal of Drainfield Cap, (Req.Range 66-75%) Dose Volume 242.4 gal/dose Run Time/Dose 5.8 minutes Range 5-7 minutes unless uphill,checked Volume/depth 21.07 gal/in. (Per tank manufacturer's specifications) Estimated Drawdown 11.50 in. Manifold Box Number of Taps 5 with 4 Split(s) Manifold Length 4.0 ft. (approximate) PUMP DESIGN System(initial/repair): Primary Project: Cardiff Glyn-Lot 52 Location: 5064 Throneburg Rd Catawba,NC 28609 County: Catawba Friction Losses Suction Head. 0 ft (submersible 0) Elev. Difference(highest point from pump) 11.22 ft Design Pressure At Outlett. ? Z ft Supply Line-1.5"Schedule 40 PVC Pipe Diameter,Nominal' • 14 in. Pipe Diameter(ID) 1.59 in. Flow 26.54 gpm Pipe Length 1571ft Velocity 4.29 ft/sec Pipe Length for Fittings 13.7 ft Meets requirement that 2 ft/s<v<5 ft/s. Equivalent Length 150.7 ft Estimated Friction Loss in Supply Line 6.71 ft Pressure Filter Friction Loss ft (from manufacturer) Friction Loss-Taps/Special Fittings14.1 ft TOTAL 23.85 ft. Flow for Anti-Siphon Hole Hole Diameter I in. Hole Flowrate 2.02 gpm Pump Efficiency -I(assumed,typical) Motor Efficiency _`-.j(assumed for electric pumps) Flow 28.56 gpm Required Horsepower 0.27 hp TDH 23.85 ft Pump Selection Manufacturer Zoeller Model. N152 Horsepower. 0.4 1 g PUMP PERFORMANCE CURVE MODEL 151/152/153 re- 14- ! I 12- 10 1e2 aJ - �y 20 o- 2e 157 Operating _ o- m Point 1e \\\:\\\\\._, ' • 1a t- 5 o f 10 a0 20 A W re 70 ee W 1 0 OAlloMa b 24 280 2i0 alb FLOW p(R MAR! a+ew PUMP DESIGN System li ntial/repair): Repair Project: Cardiff Glyn Lot 52 Location_ 5064 Throneburg Rd Catawba,NC 28609 Courtly Catawba Friction Losses Suction Head d . Sift (submersible 0) Elev.Difference(highest point from pump) 14.72 ft Design Pressure At Outlet— ft Supply Line-2"Schedule 40 PVC Pipe Diameter.Nominal in. Pipe Diameter(ID) 2.047 in. Flow 41.53 gpm Pipe Length • j ft Velocity 4.0 ft/s Pipe Length for Fittings 18,5 ft Meets requirement that 2 his<v<5 his Equivalent Length 203.5 ft Estimated Friction Loss in Supply Line 6.07 ft Pressure Filter Friction Loss ' ft (from manufacturer) Friction Loss-Taps/Special Fittings ft TOTAL 26.52 ft. Flow for Anti-Siphon Hale Hole Diameter/W ;{in. Hole Flowrale 2.13 gpm Pump Efficiency 0.7(assumed,typical) Motor Efficiency MEM(assumed for electric pumps) Flow 43.66 gpm Required Horsepower 0.46 hp TDH 26.52 ft. Pump Selection Manufacturer: Zoeller . Model p160 Horsepower 1 E PUMP PERFORMANCE CURVE MODEL 14014140f145M146 ts- a— w . . V- r. OprietinK • s Pont \\N •- la 1s I- NY �w Y a n Y Y Y 113 Y Y OWNS 2.2 ROW PER YM IE Attachment 2: Soil Boring Description Sheets + COUNTY:Catawba Co.__ SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) CLIENT: Adams Homes APPLICATION DATE ADDRESS: Lot 52 Colchester Court,Catawba,NC 28609 DATE EVALUATED: 10/10/22 PROPOSED FACILITY: Single Family Residence PROPOSED DESIGN FLOW(.1949): 480 GPD PROPERTY SIZE: .929 ac LOCATION OF SITE: Lot 52 Colchester Court,Catawba,NC 28609 PROPERTY RECORDED: WATER SUPPLY: ❑Private ,Public ❑ Well ❑Spring ❑Other EVALUATION METHOD: Q Auger Boring ❑Pit ❑Cut TYPE OF WASTEWATER: X Sewage LI Industrial Process ❑Mixed • SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS .1940 LANDSCAPE HORIZON POSITION/ DEPTH 1942 PROFII.I it SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH 0 HORIZ CLASS 0-10" SCL;GR SS;SP;FR - ='>' - Saprolite Provisionally Suitable 10-29" C;SBK SS;SP;FI SB 29+" MA;CL SS;SP;FR 0.3 0-10" SCL;GR SS;SP;FR 36" - 9% Provisionally SB 10-36" C;SBK SS;SP;FI Suitable 0.3 Saprolite 0-12" SCL;GR SS;SP;FR ;I Provisionally 5% Suitable SIt 12-31" C;SBK SS;SP;FI 31+" MA;CL SS;Sr;FR 0.3 Saprolite I; 0-10" SCL;GR SS;SP;FR 9' Pros isrunally 7% 10-29" Suitable C;SBK SS;SP;FI 29+" MA;Cl. SS;SP;FR i DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): Available Space(.1945) Provisionally Provisionally Suitable Suitable _ EVALUATED BY: Jeff Vaughan Low-Profile Low-Profile OTHER(S)PRESENT: Trevor Hackney System Type(s) Chamber Chamber Pressure Manifold Pressure Manifold Site ITAR 0.3 GPD/Fe 0.3 GPD/Ft2 COMMENTS Updated February 2014 • LEGEND use the following standard abbreviations SOIL CONVENTIONAL LPP MINERALOGY/ LANDSCAPE POSITION GROUP TEXTURE .1955 LTAR*. .1957 LTAR* CONSISTENCE STRUCTURE CC(Concave Slope) I S(Sand) 1.2-0.8 0.6-0.4 SEXP(Slightly Expansive) G(Single Grain) CV(Convex Slope) LS(Loamy Sand) EXP(Expansive) M(Massive) D(Drainage Way) CR(Crumb) DS(Debris Slump) I I SL(Sandy Loam) 0.8-0.6 0.4-0.3 GR(Granular) FP(Flood Plain) L(Loam) SBK(Subangular Blocky) FS(Foot Slope) ARK(Angular Blocky) H(Head Slope) Ill Si(Silt) 0.6-0.3 0.3-0.15 PL(Platy) L(Linear Slope) SiCL(Silty Clay Loam) PR(Prismatic) N(Nose Slope) CL(Clay Loam) R(Ridge) SCL(Sandy Clay Loam) MOIST WET S(Shoulder Slope) SiL(Silt Loam) T(Terrace) VFR(Very Friable) NS(Non-sticky) IV SC(Sandy Clay) 0.4-0.1 0.2-0.05 FR(Friable) SS(Slightly Sticky) SIC(Silty Clay) Fl(Firm) S(Sticky) C(Clay) VFI(Very Firm v.Very Sticky) VS(Very Sticky) 0(Organic) None None EH(Extremely Firm) NP(Non-plastic) SP(Slightly Plastic) *Adjust LTAR due to depth,consistence,structure,soil wetness,landscape,position,wastewater flow and quality. P(Plastic) NOTES VP(Very Plastic) HORIZON DEPTH In inches below natural soil surface DEPTH OF1.7LL In inches from land surface RESTRICTIVE HORIZON Thickness and depth from land surface SAPROLI-1'E S(suitable)or U(unsuitable) SOIL WETNESS Inches from land surface to free water or inches from land surface to soil colors with chroma 2 or less-record Munsell color chip designation CLASSIFICATION S(Suitable),PS(Provisionally Suitable),or U(Unsuitable) Evaluation of saprolite shall be by pits. Long-term Acceptance Rate(LIAR):gal/day/f11 Show profile locations and other site features(dimensions,reference or benchmark,and North). II COMMENTS: Updated February 2014 Attachment 3: Additional Documentation ON 'ALN1103 VBMVIVO 1 fej i (cool#1is) au iiiw sAVaanw I a' > w (oceI#Hs) as :1Hf183NOUH1 ' VtiS JW83 - ? Ntf ld 3115 llVtl3A0 NOISIAIOBfS NA10 ddlaUUV3 1 i E' f . 3 k l �" Cy P i 3 y@ 6 S 9! 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