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HomeMy WebLinkAboutAUTH-11-2023-209150.TIF 49% CAN/BA COUNTY i(�11co Public Health Department Subdivision THE VINEYARDS AT KISER ^a4Jt Environmental Health Division PINII 461704508836 +tr� PO Box 389,25 Government Dr,Newton,NC 28658 LOT# 6 Site Address: 4218 SIGMON COVE LN,TERRELL NC 28682 Name on Permit: KENNETH REALER HOMES,INC Property Size: 0,59 Directions: KISER ISLAND RD,LEFT SIGMON COVE LN Owner/Authorized Representative Acknowledgement of Permit Receipt certify that I am the owner or authorized agent{owner's authorization required)representing the 047 owne 'f the property described above. �As the property owner or authorized representative, I have received the above referenced rrrnit(s)as requested in the application for service REF#-000037812,by the following method(s): Received in Person Facsimile Transmittal(Return form with signature required) —Electronic Image Transmittal/E-mail(Return receipt required) s the property owner•or authorized representative, I have reviewed and understand the specific conditions of the permit issued,and further understand that all applicable regulatory requirements specified under the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(15A NCAC 18A.1900),and/or Well Construction Standards(15A NCAC 2C.0100),shall apply to the issuance of the permit and the construction of the vtastew er sys and/or supply well permitted. Permit Issue Date:2023-12-28 ,,.-- ll -----✓y Owner/Authorized RepresergaLSignat `" Date ,//Vol V Documentation of Permlts(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name of p son sending permit) SignatureCia Date/Tlmo ?13� 11 Method: Fax ./ Email US Mail Other Owner's request to send by the above indicated method of transmittal in lieu of signature We want to hear from youl Please take a few moments to complete our customer service survey at http:Uwww,surveymonkey.com/s/EHCustomerService opJf94IZbh /dIfL. (,144. , (t 0-ir Acknowfedpemenl of Receipt 12129I21)23 County: Catawba CONSTRUCTION AUTHORIZATION FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier: 461704508836 Issued To: Kenneth Bealer Homes Property Location: 4218 Sigmon Cove Ln, Terrell, NC. 28682 AOWE/PE Plans/Evaluations Provided: Yes Cif No 0 If yes,name and license number of AOWE/PE: Chris McGee; #10015E Facility Type: Single Family Residence l New 0 Expansion ❑Repair System Relocation ❑ Basement? 0 Yes EN No Basement Fixtures? ❑Yes IN No Type of Wastewater System** Gravity 50% Reduction (Initial) Pressure Manifold 50% Reduction (Repair) Design Daily Flow: 480 GPD Wastewater Strength:IN domestic 0 high strength ❑industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? ❑Yes IR No Installation Requirements/Conditions Septic Tank Size: 1250 gallons Total Trench/Bed Length: 267 feet Trench/Bed Spacing: 9 feet on center Drainfield square footage: 801 Trench/Bed Width: 36 inches LTAR: 0.3 gpd/ft2 Soil Cover: 4 inches Slope Adjusted Maximum Trench/Bed Depth: 18 inches Aggregate Depth: inches above pipe inches below pipe inches total Pump Tank Size(if applicable): gallons Requires more than 1 pump? ❑Yes CR No Pump Requirements: ft.TDH vs. GPM Grease Trap Size(if applicable): NA gallons Distribution Method: lB Serial ❑D-Box or Parallel ❑Pressure Manifold(s) ❑LPP ❑Other: Artificial Drainage Required: Yes 0 No ER If yes,please specify details: Legal Agreements(If the answer is"Yes"to any type of legal agreements,please attach a copy of the agreement.) Multi-party Agreement Required(.1937(h)]: Yes❑ No IN Easement,Right-of-Way,or Encroachment Agreement Required[.1938(j)]: 0 Yes CR No Declaration of Restrictive Covenants: ❑Yes C No **If applicable: 1 understand the system type specified is different from the type specified on the application. 1 accept the specifications of this permit. Owner/Legal Representative Print Name: Owner/Legal Representative Signature: Date: Pre-Construction Conference Required: Yes❑ No EN Conditions: The primary system will require a 2-Inch Soil Cap. The repair system will need a pump. A well variance will be required for the proposed well location. The construction and installation requirements of Rules.1950,.1952,.1954,.1955,.1956,.1957,.1958,and.1959 are incorporated by reference into this permit and shall be met. Systems shall be installed in accordance with the attached system layout. AOWE/PE Print Name: Chris McGee�2 AOWE/PE Signature: c�'`1441— Date: 6/26/2023 This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(a2)and(a5). *See attached site sketch* County: CAfell.ve — This Section for Local H4althDepartment Use Only p� Initial submittal received: I I- 1-13 by P Date Initials Permit Number: A /I-2 0 2 3- 2 o!/Yo G.S. 130A-335(a6)states the following: 'If a local health department fails to act on an application for a construction authorization submitted pursuant to subsection (a5)of the section within 10 business days of receipt of a complete application, the local health department shall issue the construction authorization.' In accordance with G.S. 130A-335(a5)the construction authorization application is: 0 Incomplete(If box is checked, information in this section is required.) The following items are missing: Copies of this were sent to the AOWE/PE and the Owner on Date State Authorized Agent: Date: _ ❑ Denied(See attached report.) Copies of this were sent to the AOWE/PE and the Owner on Date State Authorized Agent: Date: Dr Complete � / I State Authorized Agent: �' "'!� Date of Issuance: ` ? —2 3 This Construction Authorization is issued pursuant to G.S.130A-335(a2),(a5),and(a6)using the signed and sealed plans or evaluations attached here.This Construction Authorization 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 Construction Authorization shall not be affected by a change in ownership of the site. This Construction Authorization is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to the 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. Final landscaping shall be constructed to divert water and establish vegetative cover. 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 plans,evaluations,preconstruction conference findings,submittals,or actions from a person licensed pursuant to Chapter 89C of the General Statutes as a licensed engineer or a person certified pursuant to Article 5 of Chapter 90A of the General Statutes as an Authorized On-Site Wastewater Evaluator in GS 130A-335(a2),(a5),and (a7).The Department,the Department's authorized agents,and the local health departments shall be responsible and bear liability for their actions and evaluations and other obligations under State law or rule,including the issuance of the operations permit pursuant to GS 130A-337. Construction Authorization Expiration Date: '- 30-2D 2y *See attached site sketch* r1 AGRITEC-01 GKROHL A`C,,PRLY CERTIFICATE OF LIABILITY INSURANCE DATE(MMI023 DEVYYYY) 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(les)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 Garkains NAME: Hartsfield Sr Nash Agency,Inc. PHONE 10405 Ligon Mill Rd.,Ste H (A/C,No,Ext):(919)556-3698 I VA.No):(919)556-8758 Wake Forest,NC 27587 E-MAILDSS:Connie@hartsfield-nash.com INSURER(SI AFFORDING COVERAGE NAIC# 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 R TYPE OF INSURANCE ADDL SUER INSD WVD POLICY NUMBER POLICY EFF POLICY EXP (MM/DD/YYYYI fMM/DD/YYYYI LIMITS LT A X COMMERCIAL GENERAL LIABILITY __EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR S 2253659 1/18/2023 1118/2024 PREML DAMAGE FS(TO Ea RENTED occurrence) $ 300,000 MED EXP(Any one person) $ 10,000 — PERSONAL&ADV INJURY $ 2,000,000 GENIIAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 4,000,000 POLICY X JEef L I LOG7 PRODUCTS-COMP/OP AGG $ 4,000,000 OTHER: $ 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 - AURTEO�S ONLY AUTOSNO p BODILY INJURY(Per accident) $ AUTOS ONLY _ AUTOS ON Y (Pe aPccident)____TY _$ - -- $ A X UMBRELLALIAB X OCCUR EACH OCCURRENCE 2,000,000 EXCESS LIAB CLAIMS-MADE S 2253659 1/18/2023 7118/2024 AGGREGATE Ts— 2,000,000 DED RETENTION$ I B WORKERS COMPENSATION I X STATUTE I ERH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN 100003072 1/18/2023 1/18/2024 E.L.EACH ACCIDENT $ 1,000,000 pFFICER/MEMBE(�EXCLUDED? N N/A (Mandatory In Nil) 1,000,000 E.L.DISEASE-EA EMPLOYEE$ If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS bekwv E.L.DISEASE-POLICY LIMIT $ C Prof&Pollution MKLV3ENV103400 8/22/2022 8/22/2023 Each Claim 5,000,000 A Leased 1 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 mare 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 Aihak.Kv514 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AI A r Engineers and Soil Scientists Agri-Waste Technology, Inc. 501 N Salem Street, Suite 203,Apex, NC 27502 agriwaste.com I 919.859.0669 Itrr ra !1 4 ` - 141 tI/!K i 4 J[', i c Ivr , �,�'a e.. L' •Cam • •; •''• .••• `• Soil Suitability for Domestic Sewage Treatment and Disposal Systems 4218 Sigmon Cove Lane,Terrell,NC. 28682 Catawba County PIN: 461704508836 PREPARED FOR: Kenneth Bealer Homes, Client PREPARED BY: Chris McGee, Licensed Soil Scientist Trevor Hackney,Environmental Scientist DATE: June 26, 2023 Soil suitability for domestic sewage treatment and disposal systems was evaluated on May 11. 2023, for the property located at 4218 Sigmon Cove Lane, Terrell,NC. Chris McGee 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). 1 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. The total property area is approximately 0.761 acres. The property is mostly wooded. The proposed system is a gravity 50%reduction primary and pressure manifold 50% reduction repair system. The property is adjacent to Lake Norman,therefore is subject to a 50' setback from the 760' contour. The well location will require a variance and special well drilling considerations. Soil Suitability for Domestic Sewage Treatment and Disposal Systems The drawing in Attachment 1 details the property boundaries (as surveyed R. S. Hollifield Land Surveying), soil boring locations, and layout of drain field trenches (Completed by AWT). Eight soil borings were assessed on the property. 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. Soil borings 1, 2, 4, and 5 are being utilized for the primary system area while soil borings 6-8 are being utilized for the repair 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 and repair system. The proposed LTAR(Long Term Acceptance Rate) by AWT is 0.3 GPD/ft2 for the primary and repair septic system. 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 30"AWT is recommending the use of horizontal panel block style trench to utilize the 50%reduction for the primary system. The maximum trench bottom should not exceed 18". A two-inch soil cap will be required over the primary system with this proposed trench bottom. With an LTAR of 0.3 GPD/ft2, 267 linear feet of panel block trench is necessary to support a four-bedroom home. The attached drawing proves that 269 linear feet of trench can be installed for the primary system. The usable slope corrected soil depths for the repair area meet or exceed 48". There is fill soil within the repair field area. The fill should be sifted prior to backfilling with the material if the repair is ever installed. The maximum trench bottom for the repair area is 36". The attached drawing proves that 274 linear feet of trench can be installed for the repair system. 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). 2 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. The LSS/AOWE Evaluation 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/AOWE evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-335(a2) We appreciate the opportunity to assist you in this matter. Please contact us with any questions, concerns, or comments. Sincerely, de. " 1-Q71/1)-"t gicLArRivg- Chris McGee Trevor Hackney 3 II Attachment 1: Site Plan/Drawing f a lJ5a5flIt q�` s 1 *--#HrPill 1 S' Q c9 a) c>r r-. N - a) a) L T a 0 L L O U Q cn U) j 5 > O- E E 0- w ca s'gmon Cove Line O 2 O •C a) a) a) x U a. U d rY o 0 w as Wgsr„esrA X C) C N CO CO CO Q) a) a) a) a) a) a) a) W c a) a) a) a) a) a) Cl.) a) -- L L L L .0 L L L U) CO U) (/) U) U) U) U) cA c CD P. a) (Q CO N C O � O U N a .--� 75 P. 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Zvi ,d _ ! it ill E 1141011 WillI IOW ,s i i 1 if - E 1 £armC P 1 I ii a x 1E 1 111 i° f 16�,5g1:�P�°�b$��n1 .� R €"5 l i riI iii iP a� ii 1":12W lei 1 i p 4y i Tiei 11 it li 1g11l „ 1R11i1110,I i ! l } _bli ;if HMI §laic .ii a I.Sil ;;;RDI I MJI ' R 14 3 nil Ili Septic System Design - Summary Page § 2LI'j Project: KBH-Sigmon Cove Ln-4218 Date: 7/5/2023 Property: 4218 Sigmon Cove Ln Terrell, NC 28682 County: Catawba Engineers and Soil Scientists Subdiv.• Agri-Waste Technology,Inc. Lot#: Permit#: Project Manager: Owner: Kenneth Bealer Homes Chris McGee, L55 Address: 1454 Brawley School Rd Type of System: Ill e cmcgee@agriwaste.com Mooresville,NC 28117 919-367-6316 Phone: 704-662-6400 Engineer: Email: tripp@kbhlakenorman.com PIN: 461704508836 EHS: Pump Tank Storage & Float Settings Project: KBH-Sigmon Cove Ln-4218 Location: 4218 Sigmon Cove Ln Terrell, NC 28682 County: Catawba Tank Manufacturer Shoaf Tank Model TS 1275 PT Interior Height(in.) 60.5 in. Avg. Storage 21.07 gal/in. 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 26.0 in. (set for dose volume) Alarm On 32,0 in. (6 in. above On Float) Emergency Storage Available Pump Tank 600 gal Days of Storage 1.25 days (determined from"interior top of tank"-"High Water Alarm") 6 Drainfield Design Project KBH-Sigmon Cove Ln-4218 Location 4218 Sigmon Cove Ln Terrell,NC 28682 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,Eff. 3 ft After 50%Reduction 267 ft Required Drainline 533 ft Minimum Line Spacing 9 ft(O.C.) Repair 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,Eff. 3 ft After 50%Reduction 267 ft Required Drainline 533 ft Minimum Line Spacing 8 ft(O.C.) Drainfield Layout I{ Yi �n��llg� ��l,,.E€EI��Y t� �,I iit't Y lit I F ii t d_��.{ tit �t.�t9i .,.il i.�i Atg iii r . vi e.' 1 ,i_ i i, i a 1 Layout Line Orange 805.2 24 21.7 2 Layout Line White 804.1 51 47.7 3 Layout Line Purple 802.9 82 78.0 4 Layout Line Yellow 801.2 76 73.7 5 Layout Line Orange _ 800.0 56 52.0 6 Layout Line White 776.6 51 _ 7A Layout Line Orange 774.7 36 _ 36 - 7B Layout Line Orange 774.6 37 36 8A Layout Line Purple 772.6 36 35 8B , Layout Line Purple 772.6 36 35 9A Layout Line Yellow 770.7 37 35 96 Layout Line Yellow 770.8 35 35 10 Layout Line White 768.3 60 56 Total 61/ 267 273 Count 13 7 5 Note:Line length totals are shown to the nearest foot. I 1 PRESSURE MANIFOLD SYSTEM DESIGN (Repair) Site Information Project: KBH-Sigmon Cove Ln-4218 Location: 4218 Sigmon Cove Ln Terrell,NC 28682 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.- Repair Proposed Type of System/Distribution:l5'tk A '7:j;:41 Is s using PPBPS,Horizontal Flag Line Flow Flow/Foot Line fins Nc. Color Length(ft.) (gp (gpm/ft) L.T.A.R. 1&2 Orange&White 69.4 1/2in SCH 40 7.11 0.102 0.611 3 Purple 78 1/2in SCH 40 7.11 0.091 0.544 4 j Yellow 73.7 1/2in SCH 40 7.11 0.096 0.576 5 Orange 52 j 1/2in SCH 80 5.48 0.10511 0.629 Total 273 Total 26.81 Avg.i 0.590 Note:Line lengths are calculated in 4'4"increments to reflect use of PPBPS product. Total Run Time 17.90 min. Drainfield Capacity 219.6 gal %of Drainfield Cap EFIT,IMI3 (Max.95.5%to not exceed 3.6 gal/panel) Dose Volume 158.1 gal/dose Run Time/Dose 5.9 minutes Time to deliver max.3.6 gal/panel Volume/depth 21.07 gal/in. (Per tank manufacturer's specifications) Estimated Drawdown 7.50 in. Manifold Box Number of Taps 4 with 0 Split(s) Manifold Length 3.5 ft. (approximate) PUMP DESIGN System(initial/repair): Repair Project: KBH-Sigmon Cove Ln-4218 Location: 4218 Sigmon Cove Ln Terrell,NC 28682 County: Catawba Friction Losses Suction Head + ft (submersible 0) Elev.Difference(highest point from pump) 30.82 ft Design Pressure At Outlet: r,'ft Supply Line•1.5"Schedule40PVC Pipe Diameter,Nominal implatiy2fiin. Pipe Diameter(ID) 1.59 in. Flow 26.81 gpm Pipe Length, 1 '"-f ft Velocity4.33 fUs 9 L:':I Pipe Length for Fittings 16.2 ft Meets requirement that 2 ft/s<v<5 ills. Equivalent Length 178.2 ft Estimated Friction Lass in Supply Line 8.08 ft Pressure Filter Friction Loss •law ft (from manufacturer) Friction Loss-Taps/Special Fittings',>s�;�� ft TOTAL 44.63 ft. Flow for Anti-Siphon Hole Hole Diameter V-Wfir in. Hole Flowrate 2.77 gpm Pump Efficiency frirrtiM(assumed,typical) Motor Efficiencyz � �" (assumed for electric pumps) Flow 29.58 gpm Required Horsepower 0.53 hp TDH 44.63 ft. Pump Selection Manufacturer:7,+;!,,.;yi -}_'" Model: Horsepower: 0.75 II PUMP PFJtFORMANCE CURVE MODEL 140/4140/145/4145 Is >o a� o n u- sa p_ s� Operating Point �I p \\S\I .\1441 au_ R x '' Is •� 1a • I 116 •N • r MLLOY "T� • r sr Ir m ROW PER AMUIE Attachment 2: Soil Boring Description Sheets COUNTY: Catawba Co._ SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) CLIENT: Kenneth Bealer Homes APPLICATION DATE ADDRESS: 4218 Sigmon Cove Lane,Terrell.NC.28682 DATE EVALUATED: 5/11/2023 PROPOSED FACILITY: Single Family Residence PROPOSED DESIGN FLOW(.1949): 480 GPD PROPERTY SIZE:0.761 ac. LOCATION OF SITE:4218 Sigmon Cove Lane.Terrell,NC.28682 PROPERTY RECORDED:_2006_ WATER SUPPLY: ❑Private El Public )(Well ❑Spring 0 Other EVALUATION METHOD: X Auer Boring ❑Pit 0 Cut TYPE OF WASTEWATER: X Sewage f 1 Industrial Process I'Mixed P o SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS 1 .1940 E LANDSCAPE HORIZON POSITION/ DEPTH 1942 PROFILE # SLOPE% (IN-) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH 0 HORIZ CLASS 0-35" C;SBK SS;SP;FI - 48" - Provisionally 26% Suitable 35-48" CL;WSBK SS;SP;FR 38"Slope SB Corrected 0.3 GPD/Ft2 1 0-10" SCL;OR SS;SP;FR 48" - - 22% Provisionally SB 10-44" C;SBK SS;SP;Fl 39"Slope Suitable 2 44-48" CL;WSBK SS;SP;FR Corrected 0.3 GPD/Ft2 • Saprolite 0-14" SCL;OR SS;SP;FR 26" - Provisionally 10°, Suitable SB 14-26" C;SBK SS;SP;Fl 22"Slope 3 26+" CL;MA SS;SP;FR Corrected 0..3 GPD/Ft2 • Saprolite SB 12% 0-6" SCL;OR SS;SP;FR 36" Provisionally 4 6-36" Suitable C;SBK SS;SP;Fl 31"Slope 36+" CL;MA SS;SP;FR Corrected 0.3 GPD/Ft2 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): Available Space(.1945) Provisionally Provisionally Suitable Suitable EVALUATED BY:_Chris McGee T&I Panel T&I Panel OTHER(S)PRESENT: Trevor Hackney System Type(s) Pressure Manifold Pressure Manifold Site LTAR 0.3 GPD/Ft2 0.3 GPD/Ft2 COMMENTS LEGEND Updated February 2014 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) II SL(Sandy Loam) 0.8-0.6 0.4-0.3 GR(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) Fl(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 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 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 saprolitc shall be by pits. Long-term Acceptance Rate(LTAR):galIday/ft0 Show profile locations and other site features(dimensions,reference or benchmark,and North). 1 I i 1 i i i i i 1 i i r -__` : i_ --�- -i 1---- - -- a- —I- y 1 _}--_-_--.-_ . __..._._..._.. ._.,.L...__ ...._...._._._.___. ..__...1___......_....._.J..__.._.—._._J_______.______...L.—__..__..._—.. ......i__ __.1....±.....t.t...____ .__Ii. 1 1..._... 1 ...._....._t_c_...F.___Ic...i___..i.H , 1 1 ....1._._ i i i , ( I ( I - i , — 1 ' 1 iI i [ , 1 _.,r, i I M 1 , 1 ; I i t __ _____ __ �__ _-. ____- _____ t --;- -- --.1- I _-- -4--I--- ----- --- I - -- - HfL i 1 i I I , I 1 _______.._..._.i _.. _-- _ ._. -. 1 I 1---r- -t-1 1 1 , • 1 1 , . . • COMMENTS: Updated February 2014 SOIL/SITE EVALUATION Sheet_3 of 3_ (Continuation Sheet-Complete all field in full) PROPERTY ID#: 461704508836_ DATE OF EVALUATION: 5/11/2023 COUNTY: Catawba s • • ► • P It SOIL MORPHOLOGY OTHER o F (.1941) PROFILE FACTORS l .1940 a LANDSCAP HORIZ .1942 E ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE POSITION/ DEPTH STRUCTURE! CONSISTENCE! WETNESS/ SOIL SAPRO RESTR CLASS SLOPE% (IN.) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR 0-23" SCL;GR SS;SP;FR 35" - Saprolite Provisionally Suitable SB 23-35" C;SBK SS;SP;Fl 30" 5 12% 35+" CL; MA SS;SP;FR - Slope 0.3 2 - Corrected GPD/Ft2 Fill Soil - - - - Provisionally 60" Suitable 12-50" C;SBK SS;SP;FI SB 24% 50" 0.3 6 50-60" CL;WSBK SS;SP;FR Slope GPD/Ft'- Corrected 0-16" Fill Soil - - 51" - Saprolite Provisionally Suitable SII 16-40" C;SBK SS; SP;FI 48" 7 7% 40-51" CL;WSBK SS:SP;FR Slope 0.3 Corrected GPD/Ft2 51+" SCL;MA SS;SP;FR 0-14" Fill Soil - - 58" - - Provisionally SB Suitable g 14-44" C;SBK SS;SP;FI 0 52" 15% 0.3 44-58" CL;WSBK SS;SP;FR Slope Corrected GPD/Ft2 58+" SCL;MA SS;SP;FR COMMENTS: Updated February 2014 Attachment 3: Additional Documentation • 1I i I �'I1 g 11 _ 1.11it ill d i¢ 4,, a, 11 ' 11 1 'T.. \ ill{': I #°i 1 1j;i F $it v2 I 5 i �ei i' 'tye�A I 1 �t ilil�� 1 1 ! �� i s I )? ,.. �q j; 1 +{= Yg "21 ^ I /f"" _ Q5 ! LiiUA y c., .,. 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"-y o • N 8 .8 • ea. fffffw�W>~ off ffff r�3 Ili s, a �'=:::v ' - ..i3 $_ 8$#SLalg, B$$A�R$Mli `\ i if It �� �g rasa ::g' ::;. .4t a q y ' 1 BB�a � ttlS`iSS�y�FRghY!.�sgk4`r"ham NOS�ayeo y.� oak I t :yw.o:ossw0-ni-annoa I 1 ` 5-1 (L CC& •7- " • . 0 cfl -''' co _ ,\cc , A.0' c)R 1N 1 / e ��� / 1 I 1 15 ,5' PROPOSED RESIDENCE _`2 I 1.6 ,6 ' 1 I � 1 1 z . .,. 6 • L,,,z , o1) Nc • _____ J 0 • (I,' • VAA Orl . --1N ‘rfA tal- 1 N 0 . o �, 1 BAN AVIFT' Engineers and Soil Scientists Agri-Waste Technology, Inc. 501 N Salem Street, Suite 203,Apex, NC 27502 agriwaste.com I 919.859.0669 June 26,2023 To:Applicant 4218 Sigmon Cove Ln Terrell, NC 28682 Catawba Co Parcel/PIN: 461704508836.00 Re:Site/Soil Investigation for Catawba Co �` Parcel/PIN: 461704508836.00 ,I, r: ;:der (applicant name, print), acknowledge that "the LSS Evaluation attached to this application is to be used to produce design and construction features for permitting in accordance with SL 2022-11/S372." Applica re: Date: 6/26/9 Sincerley, Chris McGee, LSS Soil Scientist Agri-Waste Technology, Inc.