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HomeMy WebLinkAboutAUTH-10-2023-207291.tif catawba county public health October 25,2024 RC Equity LLC 6135 Park South Dr Ste 510 Charlotte, NC 28210 Subject: Notice of Intent to REVOKE the Improvement Permit and Authorization to Construct for 3830 Mill Run,Terrell NC 28682; PIN:461704746722 Catawba County Permits IMPV-10-2023-207290 and AUTH-10-2023-207291. To whom it may concern: The Environmental Health Division of Catawba County Public Health intends to revoke your Improvement Permit and Authorization to Construct 30 days from the date of this notice. You must apply for a new Improvement Permit and Authorization to Construct and meet the requirements of the current laws and rules necessary to obtain a new Improvement Permit and Authorization to Construct. You have a right to an informal review of this decision.You may request an informal review by the environmental health supervisor at the local health department.You may also request an informal review by the Department of Health and Human Services' Regional Soil Scientist.A request for informal review must be made in writing to the local health department. You also have a right to a formal appeal of this decision.To pursue a formal appeal,you must file a petition for a contested case hearing with the Office of Administrative Hearings, 1711 New Hope Church Rd, Raleigh, NC 27609.You may write the Office of Administrative Hearings, call the office at 984-236- 1850,or get a copy of the petition form from the OAH web site at http://www.oah.nc.gov.The petition for a contested case hearing must be filed in accordance with the provision of General Statutes 130A-24 and 150E-23 and all other applicable provisions of Chapter 150B. General Statute 130A-335(g) provides that your hearing will be held in the county where your property is located. If you wish to pursue a formal appeal,you must file the petition form with the Office of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER.The date of this letter is October 25,2024. Meeting the 30-day deadline is critical to your formal appeal. catawbacountync.gov Environmental Health Catawba County Government Center 25 Government Drive I PO Box 389 I Newton NC 28658 ( 828.465.8270 MAKING. LIVING. BETTER. If you file a petition for a contested case hearing with the Office of Administrative Hearings,you are required by General Statute 150B-23 to serve a copy of your petition on the Registered Agent for the Department of Health and Human Services:Julie Cronin, Office of General Counsel, Department of Health and Human Services,2001 Mail Service Center, Raleigh, N.C.27699-2001. Do not serve the petition on your local health department.Sending a copy of your petition to the local health department will not satisfy the legal requirement in General Statute 150B-23 that you send a copy to the Office of General Counsel,2001 Mail Service Center, Department of Health and Human Services. Respectfully, Robbie Phelps, REHS Environmental Health Supervisor Catawba County Public Health NIINV catawba county public health VOLUNTARY RELINQUISHMENT OF ADNIINISTRATIVE APPEAL RIGHTS Date prepared: 10/25/24 Owner(s): RC Equity Management LLC Mailing Address: 6135 Park South Dr STE 510 Charlotte,NC 28210 Property location/site legal description: 3830 Mill Run PiN: 461704746722 Improvement Permit(IP) IMPV-10-2023-207290 Date Issued: 10/26/23 Authorization to Construct(AC) AUTH 10 2023 207291 Date Issued: 10/26/23 I, Juan Pablo Cadena ,voluntarily relinquish my rights to pursue a formal appeal through the North (print full name) Carolina Office of Administrative Hearings pursuant to NC General Statute 130A 24 and 150B-23 and all other applicable provisions of Chapter 150B for the above referenced permits(which includes the IPs and ACs)in order for the authorized agent/local health department to issue the applicable permits(new IP and/or AC)for the site. I understand by completing this form that the permits for a l lb-50%reduction (System description) will be revoked immediately by the authorized agent/local health department. I understand that the local health department's revocation of a permit can be appealed to the North Carolina Office of Administrative Hearings within 30 days of the revocationpursuant to the North Carolina Administrative Procedure Act. I understand that in order for the local health department to issue another IP and AC that the current IP and AC must be revoked. I understand that the local health department's revocation of an IP or AC is not effective until 30 days from the revocation or,if the revocation is appealed,at the time that the Office of Administrative Hearings issues a final decision. I understand that by signing this form and relinquishing my right to appeal the permit revocation at the Office of Administrative Hearings that the local health department's permit revocation will become effective immediately. I understand and agree that the revocation of a permit that takes effect immediately is in my best interest. I understand that by signing this form that I agree that I do not want to appeal the permit revocation. I understand that I am not required to relinquish my appeal rights but that this is an option available tome so I do not have to wait 30 days for the revocation of the permit to take effect. ,/ Signature of Property Owner. )LAZ7 �,adiruz. Date Signed: ,t0/2 l/2o24 NCDHHS/DPH/EHS/OSWP Revised May 2015 eat awbacountyne.gov Environmental Health Catawba County Government Center 25 Government Drive I PO Box 389 I Newton NC 28658 ( 828.465.8270 MAKING. LIVING. BETTER. • IW Permit 4: ,-(v-ZdZ3-2°7Z2( CONSTRUCTION AUTHORIZATION FOR G.S. 130A-3350a2) County: Catawba PIN/Lot Identifier: 461704746722 Issued To: RC Equity LLC Property Location: 3830 Mill Run, Terrell, NC 28682 AOWE/PE Plans/Evaluations Provided: Yes 0 No❑ If yes,name and license number of AOWE/PE: Larry Thompson, AOWE#10016E Facility Type: Single-Family Residence ❑✓ New ❑Expansion ❑Repair ❑System Relocation ❑Change of Use Basement? ❑Yes ❑✓ No Basement Fixtures? ❑Yes ❑✓ No Type of wastewater System* Pump-to PPBPS Type Illb (Initial) Pump-to PPBPS Type Illb (Repair) *Please include system classification for proposed wastewater system types in accordance with 15A NCAC 18A.1961 Table V(a) Design Daily Flow: 480 GPD Wastewater Strength:0 domestic ❑high strength ❑industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? 0 Yes ©No (if yes,please provide engineering documentation) Installation Requirements/Conditions Septic Tank Size: 1,000 gallons Total Trench/Bed Length: 270 feet Trench/Bed Spacing: 8 feet on center Trench/Bed Width: 24 inches LTAR: 0.3 gpd/ft2 Soil Cover: 6 inches Slope Corrected Maximum Trench/Bed Depth': 28 inches *Measured on the downhill side of the trench Aggregate Depth: N/A inches above pipe N/A Inches below pipe 22 inches total Pump Tank Size(if applicable): 1,000 gallons Requires more than 1 pump? ❑Yes ❑✓ No Pump Requirements: 25 ft.TDH vs. 27.4 GPM Grease Trap Size(if applicable): N/A gallons Distribution Method: ❑Serial 0 D-Box or Parallel ✓❑Pressure Manifold(s) ❑LPP ❑Other: Artificial Drainage Required: Yes❑ No❑✓ 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 Easement,Right-of-Way,or Encroachment Agreement Required(.1938(j)]: ❑Yes ❑✓ No Declaration of Restrictive Covenants: ❑Yes Q No Pre-Construction Conference Required: Yes❑✓ No❑ Conditions: 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: Larry Thox r• Expiration Date: 12-31-23 AOWE/PE Signature: , 1 =_—��;, Date: 09-21-23 This A-,1 ' ittal is pursu. to and meets the requirements of G.S.130A-335(a2)and(a5). *See attached site sketch* G.S. 130A-335(a2)Common Form 4 V.2023.07 • ° • � 3830 Mill Run Permit#: IMPV-10-2023-207290 This Section for Local Health Department Use Only Initial submittal received: 10/20/2023 by RP Dote Initials G.S. 130A-335(a3)states the following: When an applicant for an Improvement Permit submits to a local health department an Improvement Permit application,the permit fee charged by the local health department,the common form developed by the Department,and a soil evaluation pursuant to subsection(a2)of this section,the local health department shall, within five business days of receiving the application,conduct a completeness review of the submittal.A determination of completeness means that the Improvement Permit includes all of the required components.If the local health department determines that the Improvement Permit is incomplete,the local health department shall notify the applicant of the components needed to complete the Improvement Permit.The applicant may submit additional information to the local health department to cure the deficiencies in the Improvement Permit.The local health department shall make a final determination as to whether the Improvement Permit is complete within five business days after the local health department receives the additional information from the applicant.If the local health department foils to oct within any period set out in this subsection,the applicant may treat the failure to act as a determination of completeness.The Department shall develop a common form for use as the Improvement Permit. The review for completeness of this Improvement Permit was conducted in accordance with G.S. 130A-335(a3). This Improvement Permit is determined to be: ❑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 Applicant on Date State Authorized Agent: Date: ©Complete /,, State Authorized Agent: / Date: 10/26/2023 This Improvement Permit is issued pursuant to G.S. 130A-335(a2)and (a3) 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 permit is subject to revocation if the site plan, plat,or the intended use changes. 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 the conditions of this permit. 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: 10/26/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 2 V.2023.07 Residential Subsurface Wastewater Treatment and Disposal System G.S. 130A-335(a2) Proposal for Lot 29 — Riverwood Place 3830 Mill Run Terrell, NC 28682 Parcel ID: 461704746722 September 20, 2022 Prepared for: � tQsoksc./ RC Equity LLC ?G {A Juan Pablo Cadena ` o- ,yt' •"•r `'1 401 Hillandale Drive . E y - Charlotte NC 28270 'AV • 480-257-0811 20 `Alt1,1" ^+DrrN ems'` Prepared by: .•��� . .� WA Larry Thompson, REHS, LSS .•••......• E•. Thompson Environmental Consulting, Inc. certi�tticetion :, `. PO Box 541 v Nu"' t E. Midland, NC 28107-0541 ?__ . 10016E • ti Phone: 704-301-4881 Fax: 206-350-8895 = �` ''•••••••• LF Larry@thompsonenv.com y'4LU141 r'" �',I.6�; F 3830 Mill Run Details Mr. Juan Pablo Cadena has contracted with Thompson Environmental Consulting, Inc, (TEC) to prepare a G.S. I 30A-335(a2) permit package for a proposed new 4-bedroom single-family residence, to be located at 3830 Mill Run, Terrell, North Carolina. The residence will be served by a private well. Based upon an investigation performed by Thompson Environmental Consulting, Inc., it was determined that a sufficient amount of"Suitable" Group IV soils is available within the project study area for the installation of a Pump-To Prefabricated Permeable Block Panel System for the initial and proposed repair system for the proposed 480 gallon per- day project. 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), and the plans or evaluations attached to this application are to be used to issue a Construction Authorization in accordance with G.S. 130A-335(a2), (a5) and (a6). Location From Newton,take NC-16 S.to NC-150 E. Turn left onto NC-150 E.,right onto NC-1841, left onto Riverwood Place, and left onto Mill Run. Property is located on the right in 0.1 mile. References Laws and Rules for Sewage Treatment and Disposal Systems, 15A NCAC 18A, Section .1900, Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, April 1, 2017. Design, Installation and Maintenance of the T& J Panel Wastewater Treatment System; Sixth Edition,published by T&J Panel. Primary Investigator's Credentials NC Registered Sanitarian No. 1208 NC Licensed Soil Scientist No. 1287 NC Authorized On-Site Wastewater Evaluator No. 10016E SC Certified Professional Soil Classifier No. 111 NC Subsurface Septic System Operator No. 22199 NC Grade IV Wastewater System Installer No. 1762 NC Certified Wastewater System Inspector No. 17621 2 • 3830 Mill Run Plans and Specifications A. Septic Tank 1. The septic tank shall be State approved (Section .1953 of 15A NCAC 18A), watertight, structurally sound, and 1,000 gallons (minimum) in capacity. 2. The septic tank will be fitted with an approved effluent filter. 3. It is the responsibility of the septic contractor to thoroughly inspect the septic tank prior to accepting delivery to assure that the tank has had time to properly cure and is free of cracks or other structural deficiencies. B. Pump Tank 1. The pump tank shall be State approved, of one-piece construction, watertight, structurally sound and 1,000 gallons in capacity. Again, it is the responsibility of the septic tank contractor to thoroughly inspect each pump tank prior to accepting delivery. 2. All pipe penetrations into the tank shall be booted(i.e.,C-293 boot with a stainless- steel strap). 3. The pump tank shall have access risers that extend, at a minimum, 6 inches above finished grade and must have less than 36 inches of fill over its top once finished grade has been established (a reinforced concrete tank will be required if finished soil cover is 36 inches or greater in depth). 4. The pump and alarm controls shall be provided with manual circuit disconnects within a watertight, corrosion resistant, Nema 4x rated control panel. Pump and float control wiring should be long enough to reach from the tank to the control panel without splicing, routed through wire conduit, and sealed at the openings within the pump tank as well as the control panel enclosure. It is paramount that the conduit is properly sealed to prevent the escape of flammable gases from the pump tank. Furthermore, there must be two electrical circuits for the pump tank controls: one for the pump and one for the alarm controls. 5. Panel and control equipment shall include lightning protection, be protected from unauthorized access, and always remain accessible to the system operator. 6. The pump removal system will be via a pump tether made of nylon rope or its equivalent. The tether material should be resistant to mildew and rot. C. Pipe, Fittings and Supply Line 1. All discharge piping, connectors and supply lines should be made of SCH 40 PVC and fitted with pressure rated couplings. 2. All joints must be properly"welded"utilizing the appropriate PVC cement for each application. 3. Supply line will consist of a 2-inch SCH 40 PVC pipe with pressure fittings. 4. Supply line length is approximately 100 feet. 3 • 3830 Mill Run D. Pressure Manifold 1. A pressure manifold shall be used to distribute wastewater to four drainlines. 2. The pressure manifold shall be contained within an adequately sized box/vault that will allow future repair lines to be installed and is designed to allow for drainage of effluent that may accumulate in it during flushing and head pressure adjustments. The box should be placed upon a gravel base. 3. A gate valve shall be provided at the pressure manifold box to allow for final pressure adjustment (2 foot of head pressure as per design). 4. The pressure manifold shall be constructed of SCH 80 PVC. 5. There shall be 5 taps (% inch SCH. 80 PVC - direct thread or saddle). 6. The connecting pipe between the pressure manifold taps and the drainfield shall be constructed of PVC. E. Drainfield Installation 1. The proposed drainfield location has been marked on-site utilizing metal stemmed flags. The property owner/builder should mark this area and isolate it from construction traffic. Prior to the system installation, the septic contractor shall contact the county for a preconstruction conference at which time the drainfield area will be re-verified. 2. Under no circumstances shall any construction take place within the drainfield area while the soil is in a wet condition. If the installer has doubts as to whether the drainfield area is dry enough to begin construction, the environmental health specialist for this area should be contacted for permission to proceed with the installation. 3. The specified system is a pump-to prefabricated permeable block panel system — specifically the panel system manufactured by T&J Panel Wastewater Treatment System, Patent No. 4013559; telephone: 1-800-222-2577. The installer must follow the manufacturer's guidelines for installing the T&J Panel System and should request an installation manual from the manufacturer prior to beginning construction. 4. The initial drain field consists of five(5)lateral trenches,each being 2-feet wide by 54-feet long. 5. It is essential that the lateral trenches be constructed on contour with the land, with each trench being excavated level from beginning to end. The use of a tripod mounted engineer's level is essential to assure that each trench is constructed as level as possible. 6. The maximum trench depth for this system shall be 28 inches. Each trench shall be placed on a minimum of 8-foot on centers. 7. Once trenches are dug, the side walls shall be raked, and a light dusting of lime applied. 8. Backfill the trench with 6 inches of sand and level to grade. Once leveled, place 1 x 6-inch boards on top of the sand the entire length of each trench. Once the grade boards have been set, the panels may be set into the trench. The panels should be placed 6 inches apart. 4 • 3830 Mall Run 9. Once the panels have been set, line the top portion of each chamber with the T&J supplied sand alternative product(SAP—geotextile fabric). GE Foam Sealer or tar seal rope should be placed in the bottom of the U-outs to form seals around the pipe as shown in earlier drawings. 10. Once the GE Foam Sealer or tar seal rope is in place, a section of 2 inch PR160 pipe is cut to span from inside of the two chambers to the next two chambers of the following panel. If tar seal rope is used, it should be of tar or butyl that is soft and pliable to obtain a watertight seal. 11. Once the connection and sealing are complete, a block cap is placed on each end of the panel covering all openings. (These will be delivered with the panels.) The cap block may well serve as an inspection port at some future date. The trench is then ready to be backfilled to the top of the panel with the same backfill sand used in the trench bottom. With the sand to the top of the panel, trenches should be left for the sanitarian to inspect. Soil cover should be added after the final inspection. (At grade installation systems are required to bring in 6 inches of topsoil; suited for vegetative growth). F. Proper Operation Check 1. After all components of the wastewater disposal system have been installed and connected, the system shall be checked for proper operation. 2. With the electrical power turned off, fill the pump tank with water until the liquid rises to a level high enough to activate the high-water alarm float. Turn on the electrical power. The alarm, alarm light and pump should activate at this time. Turn off the electrical power once these checks have been performed and prepare to set the head pressure at the valve box. G. Pressure Head Adjustment 1. The pressure head must be adjusted to match the design specifications (2-Feet). The pressure head is measured by the height of the liquid coming from the pressure manifold. 2. Prepare a length of pipe (standpipe), cut to the desired head pressure height and fitted with a threaded adapter that will screw into the pressure manifold. Turn on pump and adjust the manifold gate valve within the supply manifold box to achieve the specified head pressure (liquid height in the standpipe should equal the design head pressure). 3. Once the pressure head has been adjusted, allow the pump to run through the remainder of the cycle. The pump float switch will automatically turn the pump off if it is operating properly. Make sure that the effluent pump is completely submerged in the remaining water, adjusting the float switch(es) as needed. This completes the checks for proper operation of the pump, alarm and float switches. 4. At this point,the manifold standpipe may be removed and replaced with a threaded plug. 5 3830 Mill Run H. Final Landscaping I. Final cover over the drainfield shall be at least 6 inches deep. 2. The drainfield shall be shaped to shed rainwater and be free from low spots. 3. The drainfield area should be planted with grass as soon as possible to prevent erosion. The soil should be properly tilled, limed (if necessary) and fertilized prior to planting. After applying grass seed, the area should be heavily mulched with straw or other suitable material. I. Utility Conflicts 1. The builder and property owner must take special care in planning for water,power, gas, telephone, and cable lines. These utilities shall be kept clear of all parts of the septic system and its proposed repair area. Improper planning for underground utilities can negatively impact the installation and, in some cases, cause irreparable damage and permit revocation. If there are any questions regarding preferred routes, contact the local health department as soon as possible. 2. Lawn irrigation should not be placed over the drainfield area. Maintenance J. In General l. The homeowner must maintain the drainfield area through periodic mowing. The drainfield must not be allowed to become overgrown. 2. The septic tank should be pumped every 4 years or when the solids within the septic tank reach an elevation that is equivalent to 25 percent of the volume of the tank. In some situations, the tanks may need to be pumped more frequently. If using a garbage disposal, it is recommended that the homeowner has the septic and pump tanks cleaned out annually. 3. When it becomes necessary to clean the effluent filter, the filter should be removed, and the accumulated debris washed back into the septic tank—not onto the lawn. 4. Any damp areas, leakages, or malfunctions in the drainfield area should be addressed immediately. 5. Divert gutter downspouts and surface water runoff away from the septic and pump tanks. Design Specifics Daily Design Flow: 480 GPD—4 bedroom house Septic Tank Size: 1,000 Gallons (minimum) Pump Tank Size: 1,000 Gallons (minimum) Pump Requirements: 27.4 GPM at 25 Feet TDH Recommended Pump: Liberty F150 or Equivalent 6 3830 Mill Run Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: Vertical PPBPS Distribution Method: Manifold Number of Taps: 5 (%Inch SCH 80 Taps) Pressure Head: 2 Feet Dosing Volume: 216 Gallons Pump Run Time: 7.88 Minutes Pump Tank Drawdown: 10.29 Inches Number of Drainlines: 5 Drain Lines: (5)2-ft Wide x 54-ft Long Total Trench Length: 270 Linear Feet Total Number of Panels: 60 Trench Depth: 28 Inches Final Cover Requirement: 6 Inches Repair Specifics Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: Vertical PPBPS Required Linear Footage: 267 Linear Feet Total Available Linear Footage: 270 Linear Feet Trench Depth: 6 Inches *See attached septic layout for more details 7 • • `� . J V CO A....=W �;, OWN O Z o Cie c f Oo 'p .� a U 0 .0 1.0 y N Ce U. y COM C ad FW N Q a o0 a 0 a -� cn H c F c O N O in 'L. L] J a- C -I U U =N V) V7 / / - - LAKE NORMAN '1 / i - f s r8,2B'0p•w 83. .• I / e /. 1.1_ _ - r of --- - .56'Y'F- Tor29 erL7K-p ___ROWOA,ronipie EAtY - -----��[Or TJ !nuc�t(os rG_�i -..- 4u0u470 , 0.88 ACRE Z . PARCEL- .2S8 Sk J p •IBt TOa_L(6Ty 1 m t. ',Once ,g, Y 4, ,4 4\ y V 6 k.0 ,,,I. dt et. '3 nro 11 it i V (A, I Tq • 410, • ' e .. . , _ __ _ rt r`r/ I./ r __ Ana as A A C. I ) ,�' roRCM ap / ......,4,_-.... • tre ,1 t • Cl Ili , - - (i _M11L RUN — 81 1 60'PUBLIC R/w Per PB 16 PG 257 iCil"vfliari below. SE �I 1NcGRHIC SC91�q°°IGGENG Ao ,to ' C oi' 1 ineb 4i 30 a SE -5013 ki. ..., . Thompson Environmental Consulting, Inc. Sheet 1 of 1 PO Box 541 PROPERTY ID#: 461704746722 Midland,NC 28107 COUNTY: Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM OWNER: Davis ADDRESS: DATE EVALUATED: 08-02-23 PROPOSED FACILITY: Res. PROPOSED DESIGN FLOW(.1949): 480 GPD PROPERTY SIZE: 0.86 acres LOCATION OF SITE: 3830 Mill Run, Terrell, NC 28682 PROPERTY RECORDED: WATER SUPPLY: CI Private ❑Public ❑✓ Well ❑Spring ❑Other Lot 29-Riverwood Place EVALUATION METHOD: ❑✓ Auger Boring ❑Pit 0 Cut TYPE OF WASTEWATER: ElSewage ❑Industrial Process 0 Mixed P 0 SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS .1940 LANDSCAPE HORIZON POSITION/ DEPTH 1942 PROFILE # SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE! CONSISTENCE/ WETNESS/ SOIL SA PRO RLSTR &LTAR TEXTURE MINERALOGY COLOR DEPTH (•LASS HORIZ 0-9 GR/SL FR/NS/NP/NEXP 9-48 SBK/C Fl/S/P/SEXP LS PS 1 10% 48 0.3 0-8 GR!SL FR/NS/NP/NEXP 8-48 SBK/C FI/S/P/SEXP LS 2 10% 48" PS 1q 0.3 0-6 GR/SL FR/NS/NP/NEXP 6-48 SBK/C FI/S/P/SEXP 3 LS 19% 48" 0-8 GR!SL FR/NS/NP/NEXP 8-40 SBK/C Fl/S/P/SEXP ` LS PS 18% 48" 0.3 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): Available Space(.1945) PS PS SITE CLASSIFICATION(.1948): Provisionally Suitable System Type(s) PPBPS PPBPS EVALUATED BY: L. Thompson, LSS OTHER(S)PRESENT: Site LTAR 0.3 0.3 COMMENTS: Updated February 2014 • • LEGEND use the following standard abbreviations SOIL CONVENTIONAL LPP MINERALOGY/ LANDSCAPE POSITION GROUP TEXTURE .1955 LTAR* .1957 LTAR* CONSISTENCE STRUCTURE CC(Concave Slope) 1 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 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) F)(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 SAPROLITL? 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 Show,profile locations and other site features(dimensions,reference or benchmark,and North. SEE ATTACHED FIGURE • Updated February 2014 • Thompson Environmental Consulting, Inc Tax Ill Number: 461709716722 PO Box 541 Location: 3830 Mill Run Midland, NC 28107-0541 Date: September 20,2023 g .s i1,„ a 1.0 0 f, I U .... VV- V 8 4. A s 3 3 '*_:_i• Oa 0. 0 VI N71 • ..-13: -:* 2 g j ` a d r 'VJ d v. R. F-+ o .x V , a • _ a s; B o cn a a w n • H . a - 't i G., V Ii .. : ' i/ 1T . 1i U ,--4 , O 0., a y .e. e F. c Q V -,r. w F. .a .N a °i c pa., • w U i fit ti IibjPuinps® u�r V l Pump Specifications (11_ FL50 Series 1 /2 h p 1:t M. Submersible Effluent Pump 1ii �.r-� Flow(Liters Per Minute) 0 38 76 114 151 189 227 265 303 341 379 60 I 1 1 1 I 1 1 + 18 50 15 40 --- 12 a) w aJ 30 9 g ra a) co = a) 20 - 6 10 --- — — 3 0 I 1 I 1 1 1 I ——F- 1 0 0 10 20 30 40 50 60 70 80 90 100 Flow(GPM) FL50_P I RI 2/20/2012 oCopyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice Pumps FL50-Series Dimensional Data 11.2in [285mm] 7.„.\....pr.t..,..Ap..--- [1 79mm] I � *= t— 0 1-1/2"NPT DISCHARGE FLANGE � � \��) (OPTIONAL 2" NPT DISCHARGE C� Ill I L/ Q WHEN FLANGE IS REMOVED) �-- t R3.4in [87mm] -- I_ .= — o It . A II 4 MILLI► fvi J _ 16.4in [417mm] 1.___. 12.8in II 325mm �� — 44- - U — =EE II RI VII w min . �; I l _ IJ r• ) 4.6in I_ ® LEI [118mm] 115V CORD ASSEMBLY 230V CORD ASSEMBLY t AND PIGGY BACK SWITCH AND PIGGY BACK SWITCH I,w, ., PROPRIETARY AND CONNDENTIAt FL 50 SERIES DIMENSIONAL THE INFORMATION CONTAINED N THIS DRAWING 6 THE SOLE PROPERTY OF LIBERTY PUMPS INC.ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF NOV 29 INERTY PUMPS INC.6 PROMOTED. A 2012 . APPLICATION DO NOT SCALE DRAWING sull:l:. !WEIGHT: 67165 law IOFR FL5O_P2 R12/20/2012 ®Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. II :ly • 1 Ii Thompson Environmental Consulting, Inc. Tax ID Number: 461704746722 PO Box 541 Location: 3830 Mill Run Midland, NC 28107-0541 Date: September 20,2023 Recommended Pressure Manifold Design (Number of Taps May Vary) Tap-direct thread or saddle (cie (if tapped with male adaptor,trim Tressun head ehec) Rah with inside wall) J Reducer �� .` .. .. ., •IerSllra gate valve 6 tp 2 mom. row K )I ? ' j r 1y Ik) r ,:ni,. •,.`, Worsts]. draft►) Manifold small),° o ° o 0 n u 0 True.aminn ball valve I (ball valve with two disconnect ) I. 1 1 1 3"supply lines Ohservetlon port(tee with exteaslaon `to 0 gam-1.07a slope brought to grade; with removable cep)