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HomeMy WebLinkAboutIMPV-10-2022-182862.tif ! IMPROVEMERT P'EIRMiT FOR GsS.1311 .33'.�n2i/SL21322-11 ssswd To- 15 f -i - h 5 rJ tl L'e I Propertylocati(m- Pe.tt .e r U il Dr Subdivtsior: .at I: %lock: Section: 1.SI Report Provided: Vasa No U IC. y '[ If yrs,name and license nwrrsber of US: 5° E '&r 10 i x Mew Oft Repair❑i Expansion CIStiat►tn Relocation 0 d Proposed Structure' bt' rC, th ►1(,°tl+"fit; 1 7h Propped Wastewater*stem'type; 1i i 4 h 1.h U.AA3 b 'r �" fJnttia4 t , k C.ha At ill.l `1' {Repair) Fill System:0. Yes No If yes,p,7ttify:Li t ib+u 0 Existing (when adding more than IS Inches of fill to system area Omit provide a!Ni plan Propceed Design Daily Flow: f�' Gon Proposed LIAR(initial): Preposod LTAA{Rtpalrj:_a_ J Design Wastewater Strength: !domestic 0 high strength ❑industrial process Number tit bedrooms: a` Number of Occupants: Other: Pump Requirrd: Yes 0 No fl May be required based upon llnai location and eleuatloni of facilities Attirr,:al G.alnage Required: ❑Yes 014o if yea,,please specify details:_A_p _........ 'Ype of Water Sup CA Private w f 0 P.rbUf wep 0 f.rniclpai Supply LI'Spr n8 G Other Drainfield location meets rsqu.rarrants of Rule_1945. Yes�i No 0 Dralnfle4d icraton meets requIt erc,ents of Rule_14Sid: Vel ya No 0 PorrnI ratid for:r4 Five years Islte plan submitted pursuant to GS t30A-3344 13a}J 0 No expiration iplat submitted outward to GS 130A-3341(70 Permit t;ondit9ois; Licensed Soli Sciersbst Print Marne: �bt v �?19,,�f Lketr9ed SoiI Sckrrt�st Serrature:�;. �r+ hats: ' D - • The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.330A.$a34a1). 'SOS aexaeisad sits strstah• a County: Catawba This Section for Local Health Department Use Only Initial submittal received: 10/14/22 by RP Date Initials Permit Number: I M PV-10-2022-182862 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 Dote 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 State Authorized Agent: /ir f' 4U Date of Issuance: 10/24/22 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: 10/24/27 *See attached site sketch* '1\ ' 7:1----74-0 . I jl ,, t; , I lb a ' { �3 � _; itt , = ti Ir `�ti i ii z ti i1 �� j � rTa� im a It tt fit t1ii r 11#,___,11: ii[ Ill ill hill 11 i ill: '91 1f ' ` a 0 0 IYY a1] it 1 Tt ,534er 11: u� �i1114` ' Ai \'' \ 411" r: % 01 7::,... Slet ti. 41 A ' ..... • \\,,,,,\\ aIll q <„,,, . 4. G . r 3. irgt Co S. `, s s� r 41 s !aft; ifiliil: I L., , ti ' Jill iti . ,., aqii .... : hit . , g "The LSS/LG evaluation(s) attached to this application is to be used to issue an Improvement Permit in accordance with GS 10A-335 (a2) and (a3)." ONSITE WASTEWATER SYSTEM PROPOSAL Description Initial System Repair System Available Space Suitable Suitable System Type 8 inch chambers 8 inch chambers Site LIAR .25 .25 System Size 320 feet 320 feet Trench Depth 14 inches lower side trench 14 inches lower side trench SITE PREPARATION No grading is to be done. The area for the initial system and the repair cannot be graded. Only remove the scrub trees with as little disturbance to the soil as possible. SYSTEM INSTALLATION The septic tank and pump tank should be installed as shallow as possible. The system must meet setbacks: 50-100' from wells (depending on soil type and space), 50' from streams and ponds, 10' to 25' to storm water diversions (gullies, ditches, etc.)10' property lines,15' from top of embankments greater than two feet in depth and if a retaining wall with a drain is used the setback distance must be 25 feet, 15 from pools, etc. The systems must be installed when the soil is not wet. Consult Environmental Health about soil wetness and system installation. The property was evaluated in accordance with North Carolina statutes for waste disposal ("Laws and Rules for Sewage Treatment and Disposal Systems",The purpose of the investigation was to determine suitability for an On-Site Wastewater(septic) System to serve a residence. Site suitability is based on but not limited to topography, soil characteristics, soil wetness, soil depth, restrictive horizons, and available space. This report lists the findings, conclusions and recommendations for the property. If you have any questions or if I can be of assistance, contact me at (828) 310-0089, E-mail at joe.lynnoswps c@Dyahoo.com. Joe Lynn LSS 1089 s V Op 0501E :I.: oR DISCLAIMER The findings in this report represent my professional opinion about soil and site conditions based upon the information available to me during the evaluation. Variability in the soils could result in conditions that are unpredictable and different than what I found. Backhoe pits can reveal different soil conditions than those found in auger borings. 1 am not responsible for errors made due to unclear, unknown,or misrepresented property lines. I am not responsible for difficulties caused by the location of overlooked critical features (such as wells, water lines, utilities,streams,septic systems,buildings,etc.) on this or neighboring property. There are other circumstances beyond the scope of this report that could create problem that might deny the use of the property as desired. Some of these include: zoning laws,excessive grading,and misallocations of houses,drives,property lines,wells,and utilities. •Buried utilities and culvert runoff should not cross drainfields,septic • • , • ,• tanks,or repair areas. SOIL/SITE EVALUATION FOR ON-SITE WASTEWATER SYSTEM Owner/Applicant: Sheffield Date Evaluated: Address/Phone#: County/PIN #: Catawba Facility: Residence Design Flow: 240 gpd 'Property Size: Location/Road: Peace Haven Drive Subdivision/Lot#: Water Supply Public Private Well X Community well Evaluation Method Auger Boring X Pit X Cut Type of Wastewater Sewage X IPWW Mixed Profile Landscape Horizon Texture Structure Consistency Saprolite Soil Soil Profile # Position& Depth Mineralogy Wetness classification Slope in. Color depth &LTAR 1 LS 0-5 L GR FR 5-18/20 C SBK/ABK Fl 18/20- C SBK/ABK Ff 22 U 23/24 rock 2 LS 30% 0-5/6 L GR FR 5/6- C SBK Fl 22 U 14/20 14/20-28 C SBK rock FI 3 LS 0-10/12 FILL U 10/12- L GR FR 14/16 14/16-28 C SBK Fl 28 14 U ROCK 4 LS 0-8 L GR FR 8-34 C SBK/ABK Fl 34-38 C SBK/ABK Fl 35 PS .25 rock 5 LS 0-4/5 L GR FR 4/5- C SBK/ABK Fl 33 PS .25 29/35 6 LS 0-7 CL SBK Fl 7-22/38 C SBK/ABK FI 31 PS .25 7 LS 0-2 L GR FR auger 2-10 CL SBK Fl 10-36 C SBK/ABK Fl 36-47 CL SBK/ABK Ft 47 PS .275 PRESENT USE: WOODS AND FIELD OTHER FACTORS: gully EVALUATED BY: Joe Lynn OTHER(S) PRESENT: COMMENTS: Landscape Texture Structure Mineralogy Mineralogy Position consistency consistency Ridge Sand Crumb Moist Moist R S CR Shoulder slope Loamy sand Granular Slightly expansive Expansive S LS GR Nose slope Sandy loam Block like loose Very firm N SL VF Head slope Loam L Subangular 1Very friable Extremely firm H SBK VFR EF Foot slope Silt loam Angular Friable FS SIL ABK FR Flood plain Silt Platy Firm FP SI PL Fl Drainage way D Sandy clay loam Prismatic SCL PR Terrace Silty clay loam Absence Wet Wet T SICL A Debris slope Clay loam Slightly sticky Very sticky DS CL SS VS Sandy clay Sticky SC S Concave slope Silty clay Non plastic Very plastic CC SIC NP VP Convex slope Clay Slightly plastic CV C SP Plastic P