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HomeMy WebLinkAboutRBPR-04-2023-44078.TIF p &gi 7t )3. qq07% �0wE. - a `1-2 oil -iy3?o' e ,z.rf,ti0 ROY COOPER•Governor 1 Z °n NC DEPARTMENT OF KODY H. KINSLEY•Secretary i c 1 HEALTH AND HUMAN SERVICES HELEN WOLSTENHOLME•Interim Deputy Secretary for Health .4. #a. 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 AppendixA Except for"Date received",this Section to be completed bythe AOWE in accordance with G.S.130A-336.2 LHD USE ONLY: Initial submittal of this NOI received: Li.—17— 2 3 by la 12 Date initials 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/LSS COVID 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: bcashionCc adamshomes.com 2. Authorized On-Site Wastewater Evaluator(AOWE) name:Jeff Vaughan LSS 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: jvaughanaagriwaste.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 50 Colchester Court, Catawba. NC. 28609 (Cardiff Glyn Subdivision) County Name: Catawba RECEIVED NC DEPARTMENT OFoc HEALTH LOCATION. 05 Six Forks HUMAN R ad SERVICES Ra Raleigh, NC 27609 OF PUBLIC HEALTHAP H 1 7 2023 MAILING ADDRESS:1642 Mail Service Center,Raleigh,NC 27699-1642 www.ncdhhs.gov • TEL:919-707-5874 • FAx:919-845-3972 AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER Environmental Health AOWE Common Form LHD Reference: 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 Chamber Dispersal System 25% Reduction 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 wastewater,a 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 to 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.�' 24# April 12, 2023 Signature of Authorized On-Site Wastewater Evaluator Date Owner self-submittal of NOI: 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 Dote OHHS/EHS/OSWP-AOWE COMMON FORM Updated April 2022 Poge 2 of 6 AOWE Common Form LHD Reference: 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(G.S. 130A-336.209] RIGHT OF ENTRY: The submittal of this Notice of Intent to Construct grants right of entry to the Local Health Deportment 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 fora 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 AOWE Common Form LHD Reference: This section for Local Health Department 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 ofter 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 deportment determines that the notice of intent to construct is incomplete, the local health department 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: El 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 Dote via with directions to re-submit missing items using Page 5 of this form. Email,FAX,LISPS,hand-delivered Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Dote Ri" 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 via Oil£f i 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,hoed-delivered yz4.1.b ,'Lk 471I f 11-f I'Z3 Print Nome of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Dote DHHS/ENS/OSWP—AOWE COMMON FORM Updated April 2022 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 os 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 Dote initials item#from initial NOI Resubmittal description Attestation by ADWE 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 Date 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 . Date Email,FAX,LISPS,hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date DHHS/EH5/OSWP-AOWE COMMON FORM Updated April 2022 Page 5 of 6 AOWE Common Form LHD Reference: PART 3: Authorization to Operate(ATO) Except for dote 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 5. 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 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 Date 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 Date Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHO 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 NOl/ATO with tracking information was sent to the State on via ("ate Email,FAX,LISPS,Hand-delivered Print name of authorized Agent of the LHD 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 a 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 �,—.IN AGRITEC-01 GKROHL ACOREY CERTIFICATE OF LIABILITY INSURANCE DATEIMMIDDMYY) 16.------- 3/14/2023 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 policy(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 _NAHartsfield&Nash Agency,Inc. PHONEO : 10405 Ligon Mill Rd.,Ste H oc,No.Eat):(919)556�3698 (A/C,No):(919)556-8758 Wake Forest,NC 27587 VIADss:Connie@hartsfield-nash.com INSURER(S)AFFORDING COVERAGE NAIL N_ INSURER A:Selective Insurance Company of the Southeast 39926 INSURED INSURER B:ACCIDENT FUND INSURANCE COMPANY OF AMERICA_ _1_016.6 Agri-Waste Technology Inc INSURER C:Evanston Insurance Company _ 501 N.Salem St Ste 203 INSURER D: Apex,NC 27502 INSURER E: _ I _ 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. WSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER I POUCY EFF POUCY EXPD/ UMRS LTR INSD VND (MM/DDIYYYYI (IIIAIDYYYYL A . X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE y 2,000,000 • CLAIMS-MADE X 1 OCCUR 1 S 2253659 1/1812023 1118/2024 °p E�( A E °ffice) $ 300,000 MED EXP(Any one person) _$ 10,000 PERSONAL&ADV INJURY $ 2,000,000 (;LN'I AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICY X Sr& LOC I PRODUCTS-COMP/OP AGG $ 4,000,000 OTHER: S A _AUTOMOBILE LIABILITY 1FOOMBINed)ED SINGLE LIMIT 1,000,000 X ANY AUTO S 2253659 I 1/18/2023 1/18/2024 BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOSIRREEO0 ONLY AUTOS W Ep BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS ONNLY (PPerr acddent�AMAGE S I A X UMBRELLA LIAR X OCCUR EACH OCCURRENCE - 2,000,000 EXCESS LIAB CLAIMS-MADE S 2253659 1/18/2023 1/18/2024 AGGREGATE $ 2,000,000 DED 1 RETENTION S $ B WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY STATUTE OTH- ER ANY PROPRIETORPARTNEREXECUTNE YIN 100003072 1/18/2023 1/18/2024 1,000,000 OFFICER/MEMBER EXCLUDED? s. N N/A E.L.EACH ACCIDENT $ (Mandatory In NH) - E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.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 44hek...14144 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD \S\•.�t�t,� -- AI A r Engineers and Soil Scientists 1ice .E Agri-Waste Technology, Inc. • . ....... 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 50 Colchester Court, Catawba, NC. 28609 Cardiff Glyn Subdivision (Catawba County) PREPARED FOR: Adams Homes—AEC, [IC, Client PREPARED BY: Jeff Vaughan, Senior Agronomist & Soil Scientist Trevor Hackney, Environmental Scientist DATE: April 12, 2023 Soil suitability for domestic sewage treatment and disposal systems was evaluated on October 10, 2022, for the proposed property located at Lot 50 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 0.938 acres. The property is a wooded area. 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 25% reduction chamber dispersal trench product for the primary and repair system. Soil Suitability for Domestic Sewage Treatment and Disposal Systems The drawing in Attachment I 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 I8A .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 1 indicates there is available space for a four-bedroom primary and repair system utilizing a 25%reduction chamber dispersal 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 27" AWT is recommending the use of the 25% reduction chamber dispersal trench product. The maximum trench bottom should not exceed 15". With this trench bottom a three inch soil cap will need to be brought in over the system area. With an LTAR of 0.3 GPD/ft2, 800 linear feet of trench are necessary to support a four-bedroom home initial and repair system. The attached drawing proves that 400 linear feet of trench can be installed for the primary septic system. The attached drawing proves that 400 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. 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'; i i i i Septic System Design - Summary Page Project: Cardiff Glyn- Lot 50 Date: 4/5/2023 Property: 5064 Throneburg Rd Catawba, NC 28609 County: Catawba Engineers and Soil Scientists Subdiv.: Cardiff Glyn Agri-Waste Technology,Inc. Lot#: 50 Permit#: Project Manager: Owner: Adams Homes-AEC,LLC Jeff Vaughan, PhD, LSS Address: 3401 St.Vardell Lane, Suite B Type of System: III 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 #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: Shoaf 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: Chambers Minimum Drain Line: 400 ft Trench Width: 3 ft Actual Drain Line: 400 ft Trench Depth: in. Number of Lines: 4 (or as specified on permit) Minimum Line Spacing: 9 ft O.C. Wastewater Treatment System Design Calculations Project: Cardiff Glyn - Lot 50 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 Q= 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: Sheaf Model: TS 1250 ST8 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 50 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 26.5 in. (set for dose volume) Alarm On 32.5 in. (6 in. above On Float) Emergency Storage Available Pump Tank 590 gal Days of Storage 1.23 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 27.0 in. (set for dose volume) Alarm On 33.0 in. (6 in. above On Float) Emergency Storage Available Pump Tank 579 gal Days of Storage 1.21 days (determined from"interior top of tank"-"High Water Alarm") ELEVATIONS Project: Cardiff Glyn-Lot 50 Location: 5064 Throneburg Rd Catawba,NC 28609 County: Catawba Benchmark IP SE corner Lot 50 BM Elev 1010.6 ft Septic Tank 1,250 gal Ground Surface f11111 ft Depth of Soil Cover 12 In. 1.00 ft Overall Ht of Tank 61.5 in. 5.13 ft Elev,Base of Tank 998.88 ft Ht to 4"Inlet Invert 50 in. 4.17 ft Elev,4"Inlet Invert 1003.04 ft Ht to 4"Outlet Invert 48 in. 4.00 ft Elev,4"Outlet Invert 1002.88 ft Gravel Base 6 in. 0.50 ft Elev,Bot of Excavation 998.38 ft Pump Tank 1287 gal Ground Surface minn ft Depth of Soil Cover 12 in. 1.00 ft Overall Ht of Tank 67.5 in. 5.63 ft Elev.Base of Tank 997.88 ft HI to 4"Inlet Invert 57 in. 4.75 ft Elev,4"Inlet Invert 1002.63 ft Ht to 2"Outlet Invert 58 in. 4.83 ft Elev,2"Outlet Invert 1002.71 ft Gravel Base Mir in. 0.50 ft Elev,Bot of Excavation 997.38 ft ST Inlet Pipe Grade @ Stub-out ;-77F'?r_'!ft Depth of Stub-out,top faar ft Elev.Stub-out Invert 1004.05 ft Elev©ST Inlet Invert 1003.04 ft Length MU ft Slope 6.7 % Pipe,ST to PT ID 4 in. 0.33 ft OD 4Ikgin, 0.38ft Elev,ST Outlet Invert 1002.88 ft Elev,PT Inlet Invert 1002.63 ft Length MEM ft Slope 2.2 % Cover over inlet pipe 1.60 ft Pump Regent. Floor Thickness 4 in. 0.33 ft Elev,Pump Tank Floor 998.21 ft Pump Block HI.NNW In. 0.33 ft Elev,Pump Intake 998.54 ft Grade @ Primary Manifold tO� $Q ft Grade @ Repair Manifold Qf7 2Ll ft Min.Cover 1$ in. 1.50 ft Max Elev,Primary 1011.00 ft Max Elev,Repair 1015.70 ft Elev Diff,Primary 12.46 ft Elev Diff,Repair 17.16 ft Drainfield Design Project Cardiff Glyn-Lot 50 Location 5064 Throneburg Rd Catawba,NC 28609 County Catawba Drainfield Sizing Primary LTAR 0.3 gpd/ft2 Daily Design Flow 480 gpd Type of Drainfield Media Chambers Req.Drainfield Area 1,600 ft2 Required Drainline Trench Width,Eff. 3 ft After 25%Reduction 400 ft Required Drainline 533 ft Minimum Line Spacing 9 ft(O.C.) Repair LTAR 0.3 gpd/ft2 len Daily Design Flow 480 gpd Type of Drainfield Media Chambers Req.Drainfield Area 1,600 ft2 Required Drainline Trench Width,Eff. 3 ft After 25%Reduction 400 ft Required Drainline 533 ft Minimum Line Spacing 9 ft(O.C.) Drainfield Layout Elevation Line Length Used as Used as Linen Use Flag Color (ft) (ft) Primary(ft) Repair(ft)_ 1 Layout Line blue 1009.6 147 _ 122.0 2 Layout Line white 1010.1 128 122.0 3 Layout Line purple 1011.0 116 78.0 4 Layout Line blue 1011.8 105 78.0 5 Layout Line red 1012.5 95 78.0 6 Layout Line white 1013.3 86 78.0 7 Layout Line purple 1014.0 77 54,0 8 Layout Line blue 1014.9 69 54.0 9 Layout Line red 1015.1 57 38.0 10 Layout Line orange 1016.2 48 38.0 11 Layout Line white 1016.6 40 30.0 12 Layout Line purple 1017.4 30 30.0 13 Layout Line blue _ 1017.8 21 Total 1019 400 400 Count 13 4 8 Note:Line length totals are shown to the nearest foot. 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 50 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/daylft2 Trench Width 3 ft. Line Length Required 533 ft. Length after 25%Reduction 400 ft L.T.A.R.Reduced 0.400 gal/day/ft2 L.T.A.R.Reduced+ 5% 0.420 gal/day/ft2 DRAINFIELD INFO.- Primary Proposed Type of System/Distribution: Pump to Pressure Manifold using Chambers Flag Line Flow Flow/Foot Line Line No. Color Length(ft) Tap (gpm) (gpmlft) L.T.A.R. 1 blue 122 1/2in SCH 80 _ 5.48 0.045 0.398 white 122 1/2in SCH 80 5.48 0.045 0.398 purple 78 1/2in SCH 40,Split 3.56 0.046 0.404 4 blue 78 1/2in SCH 40,Split 3.56 0.046 0.404 Total 400 Total 18.07 Avg. 0.40 Note'Line lengths are calculated in 4'increments to reflect use of Chambers product.2'added for endcaps. Total Run Time 26.56 min. Drainfield Capacity 261,2 gal %of Drainfield Cap 68.6% (Req. Range 66-75%) Dose Volume 179.2 gal/dose Run Time/Dose 9.9 minutes Range 5-7 minutes unless uphill,checked Volume/depth 21.07 gal/in. (Per tank manufacturer's specifications) Estimated Drawdown 8.50 in. Manifold Box Number of Taps 3 with 1 Split(s) Manifold Length 3.0 ft. (approximate) PRESSURE MANIFOLD SYSTEM DESIGN (Repair) Site Information Project: Cardiff Glyn-Lot 50 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 25%Reduction 400 ft L.T.A.R.Reduced 0.400 gal/day/ft2 L.T.A.R.Reduced+5% 0.420 gal/day/ft2 DRAINFIELD INFO.- Repair Proposed Type of System/Distribution: Pump to Pressure Manifold using Chambers Flag i Line Flow Flow/Foot Line Line e No. Color Length(ft.) (gpm) (gpm/ft) L.T.A.R. S t red 78 1/2in SCH 40 7.11 0.091 0.395 6 white 78 1/2in SCH 40 7.11 0.091 0.395 7 purple 54 3/4in SCH 80,Split 5.05 0.094 0.405 8 blue 54 3/4in SCH 80,Split 5.05 0.094 0.405 9 red 38 1/2in SCH 40,Split 3.56 0.094 0.406 10 orange 38 1/2in SCH 40,Split 3.56 0.094 0.406 11 white 30 1/2in SCH 80,Split 2.74 0.091 0.396 12 purple 30 1/2in SCH 80,Split 2.74 0.091 0.396 Total 400 Total 36.91 Avg. 0.40 Note Line lengths are calculated in 4'increments to reflect use of Chambers product.2'added for endcaps. Total Run Time 13.00 min. Drainfield Capacity 261.2 gal %of Drainfield Cap 68.6% (Req.Range 66-75%) Dose Volume 179.2 gal/dose Run Time/Dose 4.9 minutes Range 5-7 minutes unless uphill,checked Volume/depth 21.07 gal/in. (Per tank manufacturer's specifications) Estimated Drawdown 8.50 in. Manifold Box Number of Taps 5 with 3 Split(s) Manifold Length 4.0 ft. (approximate) PUMP DESIGN System(initial/repair): Primary Project: Cardiff Glyn-Lot 50 Location: 5064 Throneburg Rd Catawba,NC 28609 County: Catawba Friction Losses Suction Head I pi ft (submersible 0) Elev.Difference(highest point from pump) 12.46 ft Design Pressure At Outlet 2lft Supply Line-1.25"Schedule 40 PVC Pipe Diameter,Nominal 1.25 in. Pipe Diameter(ID) 1.36 in. Flow 18.07 gpm Pipe Length 194 ft Velocity 3.99 ft/sec Pipe Length for Fittings 19.4 ft Meets requirement that 2 ft/s<v<5 ft/s. Equivalent Length 213.4 ft Estimated Friction Loss in Supply Line 9.98 ft Pressure Filter Friction Loss 0.23 ft (from manufacturer) Friction Loss-Taps/Special Fittings 3.5 ft TOTAL 28.17 ft. Flow for Anti-Siphon Hole Hole DiameterL 3/16 in. Hole Flowrate 2.20 gpm Pump Efficiency 0.7.(assumed,typical) Motor Efficiency 0.9 (assumed for electric pumps) Flow 20.27 gpm Required Horsepower 0.23 hp TDH 28.17 ft Pump Selection Manufacturer: Zoeller Model: N152 Horsepower: 0.4 PUMP PERFORMANCE CURVE MODEL 151/152/153 so 14- 45 153 12- 40 10- 35 30 Operating 6- 25 151 • Point a P e- 20 15 4- 10 2- 0 10 20 30 40 50 60 )0 SO 90 100 GALLONS LITERS i0 io 130 180 26o 2<0 280 3o 300 FLOW PER MINUTE 01.08 PUMP DESIGN System Onitial/repair): Repair Project Cardiff Glyn-Lot 50 Location: 5064 Throneburg Rd Catawba,NC 28609 County: Catawba Friction Losses Suction Heady -Oft (submersible 0) Elev.Difference(highest point from pump) 18.06 ft Design Pressure At Outlet II 2i1ft Supply Line-2"Schedule 40 PVC Pipe Diameter,Nominal' 2I in. Pipe Diameter(ID) 2.047 in. Flow 36.91 gpm Pipe Length' 2921ft Velocity 3.60 ft/s Pipe Length for Fittings 29.2 ft Meets requirement that 2 ft/s<v<5 ft/s. Equivalent Length 321.2 ft Estimated Friction Loss in Supply Line 7.70 ft Pressure Filter Friction Loss 0.2*ft (from manufacturer) Friction Loss-Taps/Special Fittings 3.5E ft TOTAL 31.49 ft. Flow for Anti-Siphon Hole Hole Diameter 3/16 in. Hole Flowrate 2.33 gpm Pump Efficiency r Q7(assumed.typical) Motor Efficiency 0.9l(assumed for electric pumps) Flow 39.24 gpm Required Horsepower 0.50 hp TDH 31.49 ft. Pump Selection Manufacturer. Zoeller 1 Model: N140 Horsepower: 1 PULP PERPOPMANCE n IPVE 1400EL 1404 14 3114 5/4 145 ar- j. n ■- r- i g y� .Op oint 1 Point ▪. Y MY 1� Fli �M d▪I1LOSF YfiR O M• i�F O FLOWS PEIMMIrE 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 50 Colchester Court,Catawba,NC 28609 DATE EVALUATED: 10/10/22 PROPOSED FACILITY: Single Family Residence PROPOSED DESIGN FLOW(.I949): 480god PROPERTY SIZE: .938 acres LOCATION OF SITE: Lot 50 Colchester Court,Catawba,NC 28609 PROPERTY RECORDED: WATER SUPPLY: ❑Private X Public D Well ❑Spring ❑Other EVALUATION METHOD: X Auer Boring ❑Pit ❑Cut TYPE OF WASTEWATER: X Sewage ❑ Industrial Process ❑Mixed P R SOIL MORPHOLOGY OTHER o F (.1941) PROFILE FACTORS 1 .1940 F LANDSCAPE HORIZON POSITION/ DEPTH 1942 PROFILE # SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS s'1'RUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESTR & 1.TAR TEXTURE MINERALOGY COLOR DEPTH 0 HORIZ CLASS 0-8" SCL;OR SS;SP;FR - Saprolite Provisionally 6% Suitable 8-30" C;SBK SS;SP;Fl Sit 304" MA;CL SS;SP;FR 03 1 •0-10" SCL;GR s".SP;FR :.1. - Saprolite Provisionally 10-34" C;SBK SS;SP;Fl Suitable Si3 34.4" MA;CL SS;SP;FR 0.3 Saprolite 0-8" SCL;OR SS;SP;FR iii Provisionally 8% Suitable SB 8-30" C;SBK SS;SP:Fl 3 30+" MA;Cl. SS;SP;i-R 0.3 Saprolite SB 0-8" SCL;OR SS;SP;FR 3d" Provisionally 6% 8 34„ Suitable C;SRK SS;SP;Fl 34+" MA;CL SS;SP;FR 0.3 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTI-IER FACTORS(.1946): SITE CLASSIFICATION(.1948): Available Space(.1945) Provisionally Provisionally Suitable Suitable EVALUATED BY: Jeff Vaughan System Type(s) Chamber Chamber OTHER(S)PRESENT: _ Trevor Hackney _ Distribution Distribution System System 25%Reduction 25%Reduction Site LTAR 0.3 GPD/Ft2 0.3 GPD/Ft2 COMMENTS Updated February 2014 LEGEND use the following standard abbreviations SOIL CONVENTIONAL LPP MINERALOGY/ LANDSCAPE POSITION GROUP TEXTURE, ,I955 LTAR* ,1957 LTAR* CONSISTENCE STRUCTIIRF, 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) II SL(Sandy Loam) 0.8-0.6 0.4-0.3 OR(Granular) FP(Flood Plain) L(Loam) SBK(Subangular Blocky) FS(Foot Slope) ABK(Angular Blocky) H(Head Slope) 111 Si(Silt) 0.6-0.3 0.3-0.15 PL(Platy) L(Linear Slope) SiCI.(Silty Clay Loam) PR(Prismatic) N(Nose Slope) CL(Clay Loam) R(Ridge) SCI.(Sandy Clay Loam) MOIST WE7. S(Shoulder Slope) SiL(Silt Loam) I(Terrace) VPR(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) FI(Finn) S(Sticky) C(Clay) VFI(Very Firm v Very Sticky) VS(Very Sticky) 0(Organic) None None EFI(Extremely Firm) NP(Non-plastic) SP(Slightly Plastic) *Adjust LIAR 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 I)FPTH OF FILL In inches from land surface RESTRICTIVE HORIZON Thickness and depth from land surface SAPROLITF. 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(LTAR):gal/dayifl' Show profile locations and other site features(dimensions,reference or benchmark,and Forth). 1------- -:_.._ . I. L .. __ .. -._ _. J LJ ..... ,._ _ r I L_ ! 1 1 COMMENTS: Updated February 2014 Attachment 3: Additional Documentation ��;;p`-. 3N `A1NfO3 V9MV1V3 a q (�oo�#as) as ��iw s�►vaanw ' el 18 (0£84#us) as Dana3NOHH1 • IV21 'S �1tRf� NVId 3115 11V!13A0 — -- NOIs1Alaans NA10 ddlatHV3 1 QY E _ f ii ii ! i i Eaaa 41 ° ] is $ 3! 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ICI r `�� ' 2if ---.� 1 $ Nil I. 11 f zip I III -- �� . - }" ifiiiiiiiiiiiiii , odia : Ill lol- 5D 4' • CATAWBA COUNTY Q" * + 11 100A SOUTHWEST BLVD '44NEWTON,NORTH CAROLINA 28658 RECEIPT 114 /#; ', �,�r PHONE:828.465.8399 Thursday,April 20,2023 1842 sM www.catawbacountync.gov PAYOR: Agri-Waste Technology Inc Agri-Waste Technology Inc(Moran,Jennifer) PAYMENTSTRANSACTION NUMBER: TRC-62276472-20-04-2023 PAYMENT DATE: 04/20/2023 PAYMENT TYPE: Credit Card INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT 04-23-421462 110-580200-663000 AOWE S 135.00 TOTAL PAYMENTS: $135.00 RBPR-04-2023-44078 CASE TYPE: Residential Building Plan Review WORK CLASS: Building New SITE ADDRESS: COLCHESTER CT,CATAWBA NC 28609 Applicant AGRI-WASTE TECHNOLOGY,INC... C:91936763I3 Paid By AGRI-WASTE TECHNOLOGY INC,501 N SALEM ST SUITE 203,APEX NC 27502 B:9193676320 JMORAN@AGRIWASTE.COM "NO PEOPLESOFT ACCOUNT ASSIGNED" reccipm 04/20/2023 09:47 Page I of I