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HomeMy WebLinkAboutIMPV-03-2023-191953.tif county: Catawba 4915 Kiser Island Rd This Section for Local Health Department Use Only Initial submittal received:3/3/23 by RP Dote Initials Permit Number: IMPV-03-2023-191953 G.S. 130A-335(a4)states the following: 'If a local health department fails to act on an application for an improvement permit submitted pursuant to subsection(a3)of the section within 10 business days of receipt of a complete application, the local health department shall issue the improvement permit.' In accordance with G.S. 130A-335(a3)the improvement permit application is: ❑ Incomplete(If box is checked, information in this section is required.) The following items are missing: Copies of this were sent to the LSS and the Owner on Date State Authorized Agent: Date: ❑ Denied (See attached report.) Copies of this were sent to the LSS and the Owner on Date State Authorized Agent: Date: © Complete /14, 3/22/23 State Authorized Agent: Date of Issuance: This Improvement Permit is issued pursuant to G.S. 130A-335(a2),(a3),and (a4)using the signed and sealed LSS/LG evaluation(s) attached here. The issuance of this permit by the Health Department in no way guarantees the issuance of other permits. The permit holder is responsible for checking with appropriate governing bodies in meeting their requirements. This site is subject to revocation if the site plan,plat,or the intended use changes,or if information submitted in the application was falsified, inaccurate or misleading. The Improvement Permit shall not be affected by a change in ownership of the site. This permit is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to conditions of this permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the responsibility of the owner. The Department,the Department's authorized agents,and the local health departments shall be discharged and released from any liabilities,duties,and responsibilities imposed by statute or in common law from any claim arising out of or attributed to evaluations,submittals,or actions from a licensed soil scientist or licensed geologist pursuant to GS 130A-335(a2). Improvement Permit Expiration Date: 3/22/28 *See attached site sketch* county: Catawba IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier:461604634245 & 461604635108 Issued To: Mihirbhia Patel Property Location: Lot 44 & 45 Kiser Island Rd, Terrell NC. Subdivision: N/A Lot#:44 & 45 Block: N/A Section: N/A LSS Report Provided: Yes El No 0 If yes,name and license number of LSS:Jeff Vaughan, 1227 New m Repair❑ Expansion 0 System Relocation ❑ Proposed Structure:Single Family Residence Proposed Wastewater System Type: Pressure Manifold, 50% Reduction(Initial) Repair Area Exempt (Repair) Fill System: ❑Yes El No If yes,specify: 0 New 0 Existing (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow: 480 GPD Proposed LIAR(Initial):0.3 Proposed LTAR(Repair): N/A Design Wastewater Strength:El domestic 0 high strength 0 industrial process Number of bedrooms:4 Number of Occupants:8 Other: Pump Required: Yes No ❑May be required based upon final location and elevations of facilities Artificial Drainage Required: ❑Yes El No If yes,please specify details: Type of Water Supply:El Private well 0 Public well 0 Municipal Supply ❑Spring ❑Other: Drainfield location meets requirements of Rule.1945: Yes El No El Drainfield location meets requirements of Rule.1950: Yes El No 0 Permit valid for:El Five years [site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration [plat submitted pursuant to GS 130A-334(7a)] Permit conditions: Horizontal Panel Block to be used for the Trench Product Lot 44 & 45 Parcels to be combined for one home to be built. Licensed Soil Scientist Print Name:Jeff Vaughan Licensed Soil Scientist Signature: M Y _ Date:2/27/2023 The L55 evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* RECEIVED MAR 3 2023 Environmental Health Engineers and Soil Scientists Agri-Waste Technology, Inc. 501 N. Salem Street, Suite 203 Apex, North Carolina 27502 919-859-0669 www.agriwaste.com March 16, 2023 To:Applicant Lot 44&45 Kiser Island Rd Terrell, NC 28682 Catawba County Parcel/PIN: 461604634245 &461604635108 Re:Site/Soil Investigation for Catawba County Parcel/PIN: 461604634245 &461604635108 17-1041i2 TV' 't— (applicant name, print), acknowledge that "The LSS/LG evaluation(s) attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2) and (a3)." Applicant Signature: 71tcy-� " • Date: C3/4702_3 Sincerley, Chris McGee, LSS Soil Scientist Agri-Waste Technology, Inc. ��-...1 AGRITEC-01 CGARKALNS ACOR,o CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDlYYYYI �'� 1/20/2022 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 NAME: Hartsfield&Nash Agency,Inc. PHONE FAX 10405 Ligon Mill Rd.,Ste H (Arc,No,Extl:(919) 556-3698 (Arc,NoI:(919)556-8758 Wake Forest,NC 27587 ADDRlESS:Connie@hartsfield-nash.com INSURER(S)AFFORDING COVERAGE NAIC a INSURER A:SELECTIVE INSURANCE COMPANY 39926 INSURED INSURER B:Accident Fund National Insurance Company 12305 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRINSD WVD IMMIDD!YYYY1 IMM(DD!YYYY1 A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR S 2253659 1/18/2022 1/18/2023 DAMAGE TO RENTED 3,000,000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4'000'000 POLICY X PEI° LOC PRODUCTS-COMP/OPAGG $ 4,000,000 OTHER. $ A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 (Ea accident) $ X ANY AUTO S 2253659 1/18/2022 1/18/2023 BODILY INJURY(Per person) S — OWNED —SCHEDULED _ AUTOS ONLY — AUTOS BODILY INJURY(Per acrid ent) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTO ONLY (Per accident) S S A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 EXCESS LIAB CLAIMS-MADE S 2253659 1/18/2022 1/18/2023 AGGREGATE $ 2,000,000 DED RETENTION 5 $ B WORKERS COMPENSATION X E H AND EMPLOYERS'LIABILITY STATUTE ER YIN 100003072 1/18/2022 1/18/2023 1,000,000 ANY PROPRIETOR/PARTNERiEXECUTIVE N N!A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (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 MKLV3ENV102697 8/22/2021 8/22/2022 Per Claim 5,000,000 A Leased/Rented S 2253659 1/1812022 1/18/2023 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 --- **i* AUTHORIZED REPRESENTATIVE I 1 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 Agri-Waste Technology,Inc. \\����� 501 N.Salem Street,Suite 203 „• Apex,North Carolina 27502 ` '• JG • ►r. I� 919-859-0669 (h.! t:.:��_ y F•;.; , , �-s www.agriwaste.com ,.. � �� L - �Atf:, • C"`-AORT1A CPS Soil Suitability for Domestic Sewage Treatment and Disposal Systems Lot 44 & 45 Kiser Island Road, Terrell, NC. Catawba County PIN: 461604634245 & 461604635108 PREPARED FOR: Mihirbhia Patel, Client PREPARED BY: Jeff Vaughan, Licensed Soil Scientist Trevor Hackney, Environmental Scientist DATE: February 27, 2023 Soil suitability for domestic sewage treatment and disposal systems was evaluated from January 19, 2023, for the properties located on Kiser Island Road, Terrell, 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 4-bedroom home. This report and attached documents were prepared to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2) and(a3). The LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A- 335(a2). 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 is in Attachment 3- The total property area is 0.94 acres. Mostly open area and partially wooded. A hydro-ax as used to clear out much of the small underbrush to make the property accessible. The home is proposed near the rear of the property with the septic system proposed in the front of the home. The proposed system is a pressure manifold dosed vertical panel block style trench with serial distribution. The two properties will be combined in order to build one home. These lots were recorded in March of 1966 making them repair area exempt. Soil Suitability for Domestic Sewage Treatment and Disposal Systems The drawing in Attachment I details the property boundaries (as surveyed by Dedmon Surveys), soil boring locations, and layout of drain field trenches (Completed by AWT). Four soil borings were assessed on the property. Soil borings were examined to determine soil suitability for on-site sewage disposal systems in accordance with I5A 1 18A .1900 Rules for Sewage Treatment and Disposal Systems. These borings were advanced with a hand auger. All soil borings are being utilized for the drain field area. 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 septic system utilizing the 50% reduction of horizontal panel block trenches. A repair area is not required given the age of the lot. 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 45" AWT is recommending the use of horizontal panel block trenches to utilize the 50%reduction. With a LTAR of 0.3 GPD/ft2, 267 linear feet of panel block style trench is necessary to support a four-bedroom home initial system. The maximum trench bottom should not exceed 33". The attached drawing proves that 286 linear feet of trench can be installed for the primary system. AWT recommends installing all the possible trench because there will be no repair system designated on this property. Any disturbances or grading done in the usable area will change the potential of using the area designated for a drain field. Prior to moving forward with building on the property, Catawba County Environmental Health Department should be contacted to complete the necessary review of this documentation to issue an IP(Improvement Permit) for the property and the CA (Construction Authorization). Conclusions An IP (Improvement Permit) and CA (Construction Authorization) for this property can be issued with the site plan that is in Attachment 1. A CA permit will be required in order to secure a building permit for the property. The county issues an Operation Permit after the system has been installed to meet the specifications of the Authorization to Construct. Additional septic layouts have been or will be performed as needed. It will be critical to not disturb any of the proposed septic area or there is a risk that the IP and CA will be revoked. This AOWE/PE submittal is pursuant to and meets the requirements of G.S. 130A-335(a2) and(a5). We appreciate the opportunity to assist you in this matter. Please contact us with any questions, concerns, or comments. Sincerely, /40 11 —. Z--Le4per41, Va_cyvn,248. Jeff Vaughan Trevor I iackne\ 2 Attachment 1: Site Plan/Drawing ! | \ q \ }|\ /\ ( \) llEt \ E g !, . I ``` / ml }i/i! 1!;0; r 1 g (S g, -E\l} , 2 z !' § i` » £ ) .. . . ' $ \ 5 s , , . / ) -1 ƒ \ a ( » _ _ .g G b 2 2 5 \ \` o \/ \ Lli G I ct C c 2 x � a)+ E year / m CO # n CO , $ o $ $ $ $ $ � / \ / k k k co Q / C.)- "co E — / a. / = r e & g ) CD CO06 & \ 3 2 o # 2 I o 0 o x 2 # / m a $ k - (13 o c 5 § / 5 ® ^ \ / $ \ E / CC o \ \ U o p / Q g CO R E w e e . @ e 2 U O e L n _2 / % = 9 . © ± - ^ © [ e / / \ ƒ •. % 1...1. \ 0) k / / / / d- = % _ \ » 3 { I / > # o) . / a) a) an '- \ § b co / \ o / ® \ @ o \ a © - o @ » p o 3 w / R < r < 7 ± E I— y a)a .§ ¥ 5j $ = 2 e CL \ 0 0o E / \ \ f / / / % _1 E E E 2 a PR _ 5,, n. 1 v- i E 4m ht! Li- M N 1uht / 1 8 1_ l` 1 - i \\ r _ ...-•_•---- `-~ F �1 \ 9 1 / vAlt, - Zl\\ —.-- j 5, e oI S c00n \�3\'1r$ 13 • 0: -01 to ..--------.' 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Itt a t 1 'oa gq a .� 5$ i gs I $ .. = y Cp st Ell II ilQ$�` 4j gs@ y 1 a asi i ai s1 q l 6asf 1 nil III 1 ii i ila9IILl!tO! - 1S iE f itil Ali ;3 tr .5g$ � , 3 is -' 3111 a/IjaEsp 9 'a i i m' ' —� Ali 9� Conventional PM System - Design Summary Page Awi. Project: Patel LSS Permit Date: 2/28/2023 Property: Kiser Island Rd ENGINEERS&SOIL SCIENTISTS Terrell, NC County: Catawba AGRI-WASTE TECHNOLOGY,INC. Subdiv.: 0 501 north Salem street.suite 201 Apex NC 27502 Lot#: 45-46 Permit#: Project Manager: Owner: Mihirbhia Patel Jeff Vaughan, LSS,AOWE Address: 106 Stibbs Cross Rd Type of System: III b jvaughan@agriwaste.com Mooresville, NC 28115 919-859-0669 Phone: 704-657-0707 Engineer: Email: Rajdhani321@yahoo.com PIN: 634245&461604f Trent Bostic tbostic@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: 62.0 54.5 in. Primary Draintield Specifications Type of Distribution: Parallel Pressure Manifold Trench Bottom Area: 1600 ft2 Trench Media: PPBPS, Horizontal Minimum Drain Line: 267 ft Trench Width: 3 ft Actual Drain Line: 286 ft Trench Depth: 33 in. Number of Lines: 3 (or as specified on permit) Minimum Line Spacing: 8 ft O.C. Wastewater Treatment System Design Calculations Project: Patel LSS Permit Location: Kiser Island Rd Terrell, NC County: Catawba Septic Tank Sizing 553 Daily Flow Estimate: Unit #of Units Flow/Unit Flow/Day Bedroom 4 120 480 0 0 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: 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: 62.0 54.5 in. Shape of Risers: Circular Diameter: 2.00 ft Pump Tank Storage & Float Settings Project: Patel LSS Permit Location: Kiser Island Rd Terrell, NC 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 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: Patel LSS Permit Location: Kiser Island Rd Terrell,NC County: Catawba Benchmark NE Property Corner BM Elev 764.255 ft Septic Tank 1,250 gal Ground Surface 762.00 ft Depth of Soil Cover 16 in. 1.33 ft Overall Ht of Tank 61.5 in. 5.13 ft Elev,Base of Tank 755.54 ft lit to 4"Inlet Invert 50 in. 4.17 ft Elev,4"Inlet Invert 759.71 ft Ht to 4"Outlet Invert 48 in. 4.00 ft Elev,4"Outlet Invert 759.54 ft Gravel Base 6 in. 0.50 ft Elev,Bot of Excavation 755.04 ft Pump Tank 1275 gal Ground Surface 762.00 ft Depth of Soil Cover 31 in. 2.58 ft Overall Ht of Tank 67.5 in. 5.63 ft Elev,Base of Tank 753.79 ft lit to 4"Inlet Invert 54.5 in. 4.54 ft Elev,4"Inlet Invert 758.33 ft Ht to 2"Outlet Invert 58 in. 4.83 ft Elev,2"Outlet Invert 758.63 ft Gravel Base 6 in. 0.50 ft Elev,Bot of Excavation 753.29 ft ST Inlet Pipe Grade @ Stub-out 762 ft Depth of Stub-out,top 1.5 ft Elev,Stub-out Invert 760.15 ft Elev @ ST Inlet Invert 759.71 ft Length 15 ft Slope 2.9 % Pipe, ST to PT ID 4 in. 0.33 ft OD 4.5 in. 0.38 ft Elev,ST Outlet Invert 759.54 ft Elev,PT Inlet Invert 758.33 ft Length 3 ft Slope 40.3 % Cover over inlet pipe 1.94 ft Pump Reqmt. Floor Thickness 4 in. 0.33 ft Elev,Pump Tank Floor 754.13 ft Pump Block Ht. 4 in. 0.33 ft Elev,Pump Intake 754.46 ft Grade @ Primary Manifold 766.00 ft Min.Cover_;_, 18 in. 1.50 ft Max Elev,Primary 764.50 ft Elev Diff,Primary 10.04 ft Drainfield Design Project Patel LSS Permit Location Kiser Island Rd Terrell,NC County Catawba Drainfield Sizing Primary LTAR 0.3 gpd/ft2 Daily Design Flow 480 gpd Type of Drainfield Media PPBPS,Horizontal Req.Drainfield Area 1,600 ft2 Required Drainline Trench Width 3 ft After 50%Reduction 267 ft Required Drainline 533 ft Minimum Line Spacing 8 ft(O.C.) Drainfield Layout Elevation Line Length Used as Used as Line _ Use_ Flag Color (ft) (ft) Primary(ft) Repair(ft) 1 Layout Line white 766.3 50 47.7 2 Layout Line red 765.8 50 47.7 3 Layout Line purple 764.6 50 47.7 4 Layout Line purple 766,0 50 47.7 5 Layout Line orange 765.5 50 47.7 6 Layout Line orange 765.0 50 47.7 Total 300 286 Count 6 6 0 Note:Line length totals are shown to the nearest foot. CONVENTIONAL SEPTIC SYSTEM DESIGN (Primary) Site Information Project: Patel L55 Permit Location: Kiser Island Rd Terrell,NC 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 50%Reduction: 267 ft L.T.A.R. Reduced: 0.600 gal/day/ft2 L.T.A.R.Reduced+5%: 0.630 gal/day/ft2 DRAINFIELD INFO.- Primary Proposed Type of System/Distribution: Pump to Pressure Manifold using PPBPS,Horizontal Flag Line Flow Flow/Foot Line Line No. Color Length(ft) Tap (gpm) (gpm/ft) L.T.A.R. 1 white 47.67 1/2in SCH 40 7.11 0.149 0.559 2 red 47.67 1/2in SCH 40 _ 7.11 0.149 0.559 3 purple 47.67 1/2in SCH 40 7.11 0.149 0.559 4 purple 47.67 1/2in SCH 40 7.11 0.149 0.559 5 orange 47.67 1/2in SCH 40 7.11 0.149 0.559 6 orange _ 47.67 1/2in SCH 40 7.11 0.149 0.559 Total 286 Total 42.661 Avg. 0.559 Note:Line lengths are calculated in 4'4"increments to reflect use of PPBPS product. Total Run Time 11.25 min. Drainfield Capacity 396.0 gal of Drainfield Cap 63.9% (Max. 107.3%to not exceed 7.2 gal/panel) Dose Volume 252.8 gal/dose Run Time/Dose 5.9 minutes Time to deliver max.7.2 gal/panel Volume/depth 21.07 gal/in. (Per tank manufacturer's specifications) Estimated Drawdown 12.00 in. Manifold Box Number of Taps 6 with 0 Split(s) Manifold Length 4.5 ft. (approximate) PUMP DESIGN System(initial/repair): Primary Project: Patel LSS Permit Location: Kiser Island Rd Terrell,NC County: Catawba Friction Losses Suction Head 0 ft (submersible 0) Elev.Difference(highest point from pump) 10.04 ft Design Pressure At Outlet 2 ft Supply Line-2"Schedule 40 PVC Pipe Diameter,Nominal 2 in. Pipe Diameter(ID) 2.047 in. Flow 42.66 gpm Pipe Length 72 ft Velocity 4.16 ft/sec Pipe Length for Fittings 7.2 ft Meets requirement that 2 ft/s<v<5 ft/s. Equivalent Length 79.2 ft Estimated Friction Loss in Supply Line 2.48 ft Friction Loss-Taps/Special Fittings 3.5 ft TOTAL 18.02 ft. Flow for Anti-Siphon Hole Hole Diameter 3/16 in. Hole Flowrate 1.76 gpm Pump Efficiency 0.7 (assumed,typical) Motor Efficiency 0.9 (assumed for electric pumps) Flow 44.42 gpm Required Horsepower 0.32 hp TDH 18.02 ft Pump Selection Manufacturer: Zoeller Model: N152 Horsepower: 0.4 PUMP PERFORMANCE CURVE MODEL 151/1521153 50 1+- : ■■■■■■■■� ■■■■■■■■ ■.E■■■■■■■ r 6_ ■",`.■■■■ 15 ■■■,�• ��®■ 10 ■■■■,,,■■■ 2- ■■■■,■„■■ 10 20 30 W 50 60 70 BO BO 100 GALLONS MERS 0 40 !0 i• I.. 200 240 2.. FLOW PER MINUTE 01.0. Septic Tank Buoyancy Calculation Project: Patel LSS Permit Location: Kiser Island Rd Terrell,NC County: Catawba Tank Size(nominal) 1250 gal Properties/Assumptions: Min.liquid level to be maintained in tank at all times after initial installation. Min.depth to water table' 36.0 in. from ground surface Effluent Density 62.4 lb/ft3 (Specific Weight of Water) Concrete Density 142.6 lb/ft3 Soil App.Sp.Gray. 1.3 (typical value) Soil Cover Over Tank 12 in. (minimum) Unsubmerged wt of soil 81.1 lb/ft3 Submerged wt of soil 49.9 lb/ft3 50%Porosity Assumed Tank Dimensions(from supplier): Exterior Interior Top Bottom Top Bottom Tank Length 125.5 122.0 119.5 116.0 in. Width 65.5 62.0 59.5 56.0 in. Height 58.5 ';:'; r'"` 54.5 in. Lid Length 125.5 in. Width 65.5 in. Height 3.0 in. Area of Riser Openings 6.28 ft2 Permanent Liquid Depth in Tank 0.0 in. 0.00 ft Tank Weight 11,000 lb (per manufacturer) Buoyancy Force Calculation: Buoyancy Force Specific Weight of Water x Displaced Volume Displaced Volume 168.7 ft3" Buoyancy Force 10,525 lb. Weight Calculation: Tank Weight 11000 lb Water Weight in Tank 0 lb Volume 0.0 ft3" Soil Weight Over Tank 4121 lb Soil Friction Force 4037 lb Total Weight 19,158 lb Factor of Safety=1.82 Note:Total weight must be greater than buoyancy force so that tank will not float during high water table conditions. *Volume calculated by the prismoidal formula. Pump Tank Buoyancy Calculation Project: Patel LSS Permit Location: Kiser Island Rd Terrell,NC County: Catawba Tank Size(nominal) 1275 gal Properties/Assumptions: Min.liquid level to be maintained in tank at all times after initial installation. Min.depth to water table 36.00 in. from ground surface Effluent Density 62.4 lb/ft3 (Specific Weight of Water) Concrete Density 142.6 lb/ft3 Soil App.Sp.Gray. 1.3 (typical value) Soil Cover Over Tank 27,in. (minimum) Unsubmerged wt of soil 81.1 lb/ft3 Submerged wt of soil 49.9 lb/ft3 50%porosity assumed Tank Dimensions(from supplier): Exterior Interior Top Bottom Top Bottom Tank Length 108.0 104.0 102.0 98.0 in. Width 58.0 54.0 52.0 48.0 in. Height 64.5 's tt:;fl : 60.5 sega in. Lid Length 108.0 in. Width 58.0 in. Height 3.0 in. Area of Riser Openings 3.14 ft2 Permanent Liquid Depth in Tank 0.OI in. 0.00 ft Tank Weight 10500 lb (per manufacturer) Buoyancy Force Calculation: Buoyancy Force Specific Weight of Water x Displaced Volume Displaced Volume 200.0 ft3* Buoyancy Force 12,479 lb Weight Calculation: Tank Weight 10500 lb Water Weight in Tank 0 lb Volume 0.0 ft3* Soil Weight Over Tank 7366 lb Soil Friction Force 4227 lb Total Weight 22,093 lb Factor of Safety=1.77 Note:Total weight must be greater than buoyancy force so that tank will not float during high water table conditions. *Volume calculated by the prismoidal formula. Attachment 2: Soil Boring Description Sheets /) . __11 501 N Salem St,Suite 201 Engineers and Soil Scientists 919-859-0669 Apex,NC 27502 --- www.agriwaste.com Agri-Waste Technology, Inc. SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM OWNER: Mihirbhai Patel — APPLICATION DATE ADDRESS: Lot 44&45 Kiser Island Rd Terrell,NC DATE EVALUATED: 1/19/2023 PROPERTY ID: COUNTY: Catawba PROPERTY RECORDED: March 1966 PROPOSED FACILITY: Single Family Residence PROPOSED DESIGN FLOW(.1949):_480 GPD PROPERTY SIZE: 0.94 LOCATION OF SITE: Lot 44&45 Kise Island Rd Terrell,NC WATER SUPPLY: ❑Private ❑Public AWell ❑Spring ❑Other EVALUATION METHOD: 1 L uger Boring ❑Pit 0 Cut TYPE OF WASTEWATER: )(Sewage 0 Industrial Process•❑Mixed • • • • P R SOIL MORPHOLOGY OTHER 0 F (.1941) PROFILE FACTORS 1 .1940 L LANDSCAPE HORIZON E POSITION/ DEPTH PROFILE # SLOPE% .1942 (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH 0 HORIZ CLASS 0-10 GR;SCL SS;SP;FR - 48" - - 0.3 GPD/Ft2 7% 10-48 SBK;C SS;SP;Fl 1 0-12 GR;SCL SS;SP;FR - 48" - - 12-48 SBK;C SS;SP;FI 2 8% 0.3 GPD/Ft2 • 0-9 GR;SCL SS;SP;FR - 45' - - 9-48 SBK;C SS;SP;Fl 3 5% 0.3 GPD/Ft2 • 0-10 OR;SCL SS;SP;FR - 48" - 10-48 SBK;C SS;SP;Fl 4 5% 0.3 GPD/Ft2 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): Available Space(.1945) Provisional Exempt Suitable EVALUATED BY: Trevor Hackney System Type(s) 50%Reduction Exempt OTHER(S)PRESENT: Nathan Estevez _ Panel Block Site LTAR 0.3 GPD/Ft2 Exempt 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) 11 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) III 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) FI(Firm) 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 DEPTH OF FILL In inches from land surface RESTRICTIVE HORIZON Thickness and depth from land surface SAPROLITE 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/day/ft2 Showyrofile locations and other site featuressdimensions,reference or benchmark,and North). —. - --- —---._..._ .— — 1.— — — I Updated February 2014 Attachment 3: Additional Documentation C 0 a A. c, k 0 V It 'zoo : ,� i1 " 1 r+ 23` 4 yj a 1 a. +. lif .44 �'"N9 a � h�lr Rk y a y `• �.ai l.M,¢o7 � a'� lZ••. 0. y •v ! 4'4 �!> �S as fx , d ky \�' %�,OG lv A. -o t 3 t�‘ P y �J" IA % 8i` "� c e c ® .o.- 63 aJ . 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