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RBPR-06-2022-41267.tif
�$ THIS IS NOT A PERMIT Case# RBPR-06-2022-41267 CATAWBA COUNTY I-ZEAL TI I DEPARTMENT 0 PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES Ig42 su Residential Building Plan Review - Building New IMPROVEMENT-AUTH CONST- NEW WELL Nui s�� ddk Bohn1 - Owner *FOUR CORNERS OF('I IARLOT I L LLC, 1612 SEATTLE SLEW CI.WAXHAW NC 28173 C:704-713-2602 ROMELLE03i1YA11OO.COM NAME TO APPEAR ON PERMIT *Four Corners of Charlotte LLC SITE ADDRESS: 4919 GATEWAY I)R,CLAREMONTNC 28610 PIN# 376404736279 NAME of SUBDIVISION: SOUTHBRIDGE _ 21 &22 Section/Block PROPERTY SIZE: Square Feet 40 1.6 DIRECTIONS: N NC 16 right Riverbend Rd,rig t Bolick Rd, right Gateway Dr lots on left PRIMARY CONTACT: Owner SEWER TYPE: Septic Tank GALLONS PER DAY: 360 WATER SUPPLY: Private Well DESCRIBE WORK: Session Law proposal for property combination for new 3 bedroom home SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is'YES",then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? No Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? No APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: Single Family Residence OTHER DESCRIPTION: DESCRIPTION OF EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 6 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 58 x 34 #OF NEW BEDROOMS:: 3 BASEMENT? No BASEMENT FIXTURES? No PLUMBING REQUIRED? Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: YES ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: Other described: APPLICATION FOR WELL CONSTRUCTION PROPOSED WELL TYPE: Individual Well REPLACE WELL?: NO rhapplication 09!192022 11:47 Page 1 of3 A , CATAWBA COUNTY Case# RBPR-06-2022-41267 C Public Health Department ,t. '}' 2. Subdivision SOUTHBRIDGE Environmental Health Division PIN# 376404736279 PO Box 389, I00-A Southwest Blvd,Newton,NC 28658 84 . w NAME ON PERMIT: *FOUR CORNERS OF CHARLOTTE LLC ( ), 1612 SEATTLE SLEW CT,WAXI-IAW NC 28173 *Four Corners of Charlotte LLC Site Address: 4919 GATEWAY DR,CLAREMONT NC 28610 Property Size: Square Feet Acres 1.6 Directions: N NC 16 right Riverbend Rd,right Bolick Rd,right Gateway Dr lots on left Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years);with complete plat =without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid.An Authorization to Construct issued for septic repair is valid for 60 months(5 years).Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes. Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the property or legal agent of the owner. Date: Signature of Applicant or Agent If you need further information or assistance please call 828-465-8270 AREA2 FEENAME DATE FEE AMOUNT Authorization to Construct Fee(New/Expansion) 06/06/2022 $150.00 Fee Improvement Permit Fee 06/06/2022 $150.00 Well Permit& Inspection Fee 06/06/2022 $300.00 TOTAL FEES $600.00 FEES ARE NON-REFUNDABLE ONCE A SITE VISIT IS MADE OR WORK ON A PLAN REVIEW HAS COMMENCED SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) ehapplication 09/192022 11:47 Page 2 of 3 Julia English From: Michelle Lail Sent: Monday, September 19, 2022 10:30 AM To: Julia English Subject: RE: FW: 4919 Gateway Drive, Claremont - Session Law Package Julia, DB 3768-686 will combine the two parcels. Thanks, Michelle From:Julia English Sent: Monday, September 19, 2022 8:26 AM To: Michelle Lail<MichelleLail@CatawbaCountyNC.gov> Subject: FW: FW: 4919 Gateway Drive, Claremont -Session Law Package Would you please check to be sure this deed will combine 4919 and 4907 Gateway Dr? Julia English Administrative Assistant II PO Box 389 125 Government Drive, Newton, NC 28658 (828) 465-8270 office (828) 465-8276 fax https://www.catawbacountync.gov/county-services/environmental-health/ We want to hear from you. Please take a minute to take our customer service survey. English Queremos escuchar de usted. Tomese un minuto para realizar nuestra encuesta de servicio al cliente. Espanol Catawba county MAKING. LIVING. cfi:li; Confidentiality Statement:The information contained in electronic transmissions is confidential and may be subject to protection under the law,including the Health Insurance Portability and Accountability Act(HIPAA).An electronic transmission is intended for the sole use of the individual or entity to whom it is addressed.If you are not the intended recipient,you are hereby notified that any use,distribution or copying of the message is strictly prohibited.If you received a message in error, please contact the sender immediately by replying to the e-mail and delete the material from any computer. 1 • • 3768-0686 FILED ELECTRONICALLY CATAWBA COUNTY NC DONNA HICKS SPENCER FILED Sep 12, 2022 AT 04:08:00 PM BOOK 03768 START PAGE 0686 END PAGE 0689 INSTRUMENT # 19944 EXCISE TAX $0.00 COMBINATION DEED Excise Tax: $0.00 Parcel Identifier No. 376404736279&376404736379 Verified by _. _ County on the day of _ ,20__ By: Mail/Box to: Grantee This instrument was prepared by: Paladin Law, 301 North Highway 16,#175,Denver,NC 28037 Brief description for the Index: LOTS 21 &22,SOUTHBRIDGE SUBDIVISION, PH 51,PG 169 Title Co: **DOCUMENT PREPARATION ONLY NO BENEFIT OF TITLE SEARCH** THIS DEED made this IL. day of September,2022,by and between GRANTOR GRANTEE Four Corners of Charlotte,LLC, Four Corners of Charlotte, LLC, a North Carolina Limited Liability Company a North Carolina Limited Liability Company Forwarding Address: Mailing Address: 1612 Seattle Slew Court 1612 Seattle Slew Court Waxhaw,NC 28173 Waxhaw,NC 28173 Property Address: . 4919&4907 Gateway Drive Claremont,NC 28610 The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors and assigns, and shall include singular,plural,masculine,feminine or neuter as required by context. WITNESSED I, that the Grantor, for a valuable consideration paid by the Grantee,the receipt of which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot, parcel of land or condominium unit situated in the City of Claremont,Catawba County,North Carolina and more particularly described as follows: Please see attached"Exhibit A". ***THE PURPOSE OF THIS DEED IS TO COMBINE THE PARCELS INTO ONE SINGLE PARCEL WITH ONE PHYSICAL STREET ADDRESS AND ONE TAX ID NUMBER.*** submitted electronically by "Paladin Law" in compliance with North Carolina statutes governing recordable documents and the terms of the submitter agreement with the Catawba County Register of Deeds. 3768-0687 The property hereinabove described was acquired by Grantor by instrument recorded in Book 3727 Page 1464 and Book 3727 Page 1470. All or a portion of the property herein conveyed _includes or_ X does not include the primary residence of a Grantor. A map showing the above described property is recorded in Plat Book 51 Page 169. TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee simple. IN WITNESS WHEREOF,the Grantor has duly executed the foregoing as of the day and year first above written. Four Corners of Chariot LC,a North Carolina Limited Liability Company By: Name: Romi Title: Member/Manager State of North Carolina (Official/Notarial Seal) County of Mecklenburg I,the undersigned Notary Public of the County and State aforesaid,certify that Romil A.Chudgar,personally came before me this day and acknowledged that he ar+'eistEN g,'''•y qv is the Member/Manager of Four Corners of Charlotte,LLC,a North Carolina r`�4;%ou442 • Limited Liability Company,and that by authority duly given and as the act of such ` ;� `o.•0.41 entity,he signed the foregoing instrument in its name on its behalf as its act and U 10 NUS.RY deed. Witness my hand and Notarial stamp or seal this IL. day of SL4022. s ;, �pUBLICory: � C R ,'~C� �11CdVi< ���c�«�� #�ric�,•• k;c7P. Notary Public ''N444amio00° Notary's Prptecros,�`yped Name My Commission Expires: 2-7-Z.02.7 -- � 2 3768-0689 t { E.i ai a sia A i i Ilti5J0 lit'`NZ' x % In t l I Ie I _ ,ts.li is es # i �Y' $ 4j111 t 1i "••v • PA St I\ 1J1 I > wa'aywrry. ! , ,,.ii,,, _.r . . . 1 1 ie, li Q• iEt i 4 i I t I T-.a!,/ I i _ x. 'Ft i +i 3c� 7 i , I [n4 I E i \i 0L-•Li7i.osi ;, 31i:'•1316t- I { 4uyd� a *__ -t• i ,. i THIS MAP MAY NOT BE A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS AND HAS NOT BEEN REVIEWED FOR COMPLIANCE WITH RECORDING REQUIREMENTS FOR PLATS. 3768-0688 EXHIBIT A TRACT 1: BEING all of Lot 21,SOUTHBRIDGE SUBDIVISION,according to a plat thereof recorded in Plat Book 40,Pages 182-184 and revised in Plat Book 51,Page 169 in the Office of the Register of Deeds of Catawba County,North Carolina,reference to which is hereby made for a more particular description. Parcel ID:376404736279 Property Address: 4919 Gateway Drive,Claremont,NC 28610 TRACT II: BEING all of Lot 22,SOUTHBRIDGE SUBDIVISION,according to a plat thereof recorded in Plat Book 40,Pages 182-184 and revised in Plat Book 51,Page 169 in the Office of the Register of Deeds of Catawba County,North Carolina, reference to which is hereby made for a more particular description. Parcel ID:376404736379 Property Address: 4907 Gateway Drive,Claremont,NC 28610 ***TILE PURPOSE OF THIS DEED IS TO COMBINE TFIE PARCELS INTO ONE SINGLE PARCEL WITH ONE PHYSICAL STREET ADDRESS AND ONE TAX ID NUMBER.*** 2 1' • THIS IS NOTA PERMIT Case# RBPR-06-2022-41267 d( I CATAWBA COUNTY HEALTH DEPARTMENT PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES - sw Residential Building Plan Review- Building New IMPROVEMENT-AUTH CONST- NEW WELL Owner FOUR CORNERS OF CIIARLOTTE LLC, 1612 SEATTLE SLEW CT,WAXI IAW NC 28173 C:704-713-2602 NAME TO APPEAR ON PERMIT Four Corners of Charlotte LLC SITE ADDRESS: 4919 GATEWAY DR,CLAREMONT NC 28610 PIN# 376404736279 NAME of SUBDIVISION: SOUTHBRIDGE Lot# 21 Section/Block PROPERTY SIZE: Square Feet Acres 0.8 DIRECTIONS: N NC 16 right Riverbend Rd,right Bolick Rd,right Gateway Dr lots on left PRIMARY CONTACT: Owner SEWER TYPE: Septic Tank GALLONS PER DAY: 360 WATER SUPPLY: Private Well DESCRIBE WORK: Session Law proposal for property combination for new 3 bedroom home SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is"YES",then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? No Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? No APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: Single Family Residence OTHER DESCRIPTION: DESCRIPTION OF EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 6 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 58 x 34 #OF NEW BEDROOMS:: 3 BASEMENT? No BASEMENT FIXTURES? No PLUMBING REQUIRED? Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: YES ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: Other described: APPLICATION FOR WELL CONSTRUCTION PROPOSED WELL TYPE: Individual Well REPLACE WELL?: NO chapplKaoon 06/06/2022 08:48 Page I of3 k+� CATAWBA COUNTY Case# RBPR-06-2022-a 1267 -f, Public Health Department Subdivision SOUTHBRIDGE • li Environmental Health Division PIN# 376404736279 PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 g - 4 NAME ON PERMIT: FOUR CORNERS OF CHARLOTTE LLC ( ),1612 SEATTLE SLEW CT,WAXHAW NC 28173 Four Corners of Charlotte LLC Site Address: 4919 GATEWAY DR,CLAREMONT NC 28610 Property Size: Square Feet Acres 0.8 Directions: N NC 16 right Riverbend Rd,right Bolick Rd,right Gateway Or lots on left Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years);with complete plat =without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid.An Authorization to Construct issued for septic repair is valid for 60 months(5 years).Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes. Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the property or legal agent of the owner. Date: Signature of Applicant or Agent If you need further information or assistance please call 828-465-8270 AREA2 ,FEENAME DATE FEE AMOUNT Authorization to Construct Fee(New/Expansion) 06/06/2022 $150.00 Fee Improvement Permit Fee 06/06/2022 Si 511.I)il Well Permit& Inspection Fee 06/06/2022 $300.00 TOTAI.FEES S600.00 FEES ARE NON-REFUNDABLE ONCE A SITE VISIT IS MADE OR WORK ON A PLAN REVIEW HAS COMMENCED SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) ehapplicatron 06/06/2022 08:48 Page 2 of 3 M ., I , , t' l RECEIVED J U N - 2 2022 c a t a w b a county Environmental Health public health Application for Environmental Health Services J faa THIS IS NOT A PERMIT 4/1)4 t f�. Application is for: 0 New Construction ❑Existing Facility ® Improvement Permit Authorization to Construct ❑New Septic 0 Septic Repair/Malfunction ❑ Septic Relocation ❑ Septic Expansion iExisting System Inspection or Reconnection New Well 0 Replacement Well ❑Well Abandonment El well Repair roperty Address 4919 Gateway Drive, Claremont. NC 28610 Acres 0 R Subdivision Southbridge Lot# 21 Driving Directions to Property From Newton, take NC-16 N. to Riverbend Road. Turn right onto Riverbend Road, right onto Bolick Road, and right onto Gateway Drive. Lots are located on the left. Describe work New single-family residence. S'rerl(_tt i p -opalif 2p,rnb;nd ift_ Applicant Name Four Corners of Charlotte, LLC Applicant Address 1612 Seattle Slew Court, Waxhaw, NC 28173 rome.l j.03 eyeiwaavk Phone Cell Phone 704-713-2602 Owner Name Four Corners of Charlotte, LLC Owner Address 1612 Seattle Slew Court, Waxhaw, NC 2817 Phone Cell Phone 704-713-2602 Contractor Name License# Contractor Address Phone _ Cell Phone Name to Appear on Permit? ®Owner ❑Applicant ❑Contractor Who will be the Primary Contact? ®Owner ❑Applicant ❑Contractor Proposed New Construction-Residential Primary Residence 23 New Residence ❑ Addition to Residence #of New Bedrooms*1' 3 #of Occupants 6 Project Description Structure Dimensions,also specify dimensions of decks&porches 58-ft long x 34-ft deep Basement ❑Yes ® No Basement Plumbing ❑Yes ® No Accessory Dwelling #of New Bedrooms st #of Occupants Structure Dimensions Basement ❑Yes 0 No Basement Plumbing 0 Yes 0 No Accessory Structure(s)Describe Structure(s)Dimensions Plumbing ❑Yes ❑No Describe Plumbing Needed Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure*t #of Occupants Structure Dimensions Basement 0 Yes ❑ No Basement Plumbing ❑Yes ❑ No Well ConstructionlAbando ment/Repair Proposed Well Type ni Individual Well 0 Semi-Public Well ❑Community Well Abandonment Type 0 Drilled ❑ Bored ❑ Dug ❑ Unknown Well Repair Requested 0 Yes ❑No Describe ' Will Certified Well Contractor Install Water Line or Electrical Line from Well Head to Pressure Tank?0 Yes 0 No catawbacountync.gov Environmental Health Cotowbo County Government Center 25 Government Drive I PO Box 389 I Newton NC 28658 1828.465.827C MAKING. LIVING. BETTER. Existing Structures on Site Describe Structure Dimensions #of Bedrooms* #of Occupants Basement ❑ Yes ❑ No Basement Plumbing ❑Yes El No Existing Water Supply El Individual Well El Shared Well—Number of Connections ❑Community Well ®County/City/Township Water Line Is a public water supply available?** 0 Yes ❑ No Commercial ❑Proposed New Construction ❑ Existing/Change of Use ❑Repair Food Service Specify Type Seats Dining Area(Sq.Ft.) #Employees per Shift #of Shifts Church #of Seats Daycare❑ Yes ❑No #of Children #of Employees per Shift #of Shifts Commercial Kitchen ❑Yes ❑ No Residential Kitchen 0 Yes 0 No Daycare#of Children #of Employees per Shift #of Shifts Business/Other Specify Type Structure Dimensions Retail Floor Space #of Employees per Shin_ #of Shifts Other Information Calculated Design Flow, Commercial f (This value will be determined by EH staff) The Applicant shall notify the local health department upon submittal of this application if any of the following apply to the property in question. lithe answer to any question is"yes",applicant must attach supporting documentation. ❑ Yes 16 No Does the site contain any jurisdictional wetlands? ❑ Yes El No Does the site contain any existing wastewater systems? ❑ Ycs )11:l No is any wastewater going to be generated on the site other than domestic sewage? ❑ Yes El No Is the site subject to approval by any other public agency? ❑ Yes )al No Are there any easements or right of ways on this property? Describe If applying for an Improvement Permit or Authorization to Construct, Please Indicate Desired System Type(s): (systems can be ranked in order of your preference) 2a Accepted 0 Alternative 0 Conventional 0 Innovative 0 Other _ 0 Any *Any room that will be intended for sleeping at the time of construction or for future consideration should be noted as a bedroom and counted on all applications.The number of bedrooms will be confirmed by rooms identified on floor plans as a bedroom at the time of building permit issuance. This may prevent the need for septic system expansion in the future. t If structure is plumbed but has no bedrooms, calculated design flow will be determined by EH Staff. **If No,a well permit must be issued with the Authorization to Construct. RETRIP TO THE PROPERTY AND/OR SYSTEM REDESIGN WILL INCUR AN ADDITIONAL CHARGE(SEE FEE SCHEDULE) Completed applications are valid for a period of 2 years. Improvement Permits are valid:with complete site plan=60 months(5 years); with complete plat=without expiration. An Authorization to Construct will remain valid as long as the improvement Permit is valid.An Authorization to Construct,issued for septic repair is valid for 60 months(5 years). Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes.Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements. I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the proirty oGr.lygal agent of the owner. Signature of Owner or Legal Agent ramon gonzalez(Jun 2,2022 12:08 EDT) Date Jun 2,2022 Printed Name of Owner or Legal Agent ramon gonzalez , ( ) catawba county public health The North Carolina Department of Health and Human Services, Division of Public Health, issued a position statement on July 24, 2018 pursuant to Session Law 2018-114(HB374)Sections 9 through 12 regarding the Implementation of Session Law Provisions. The completion of this form is necessary to conform with the requirements. The NC Licensed Soil Scientist("LSS")entity through his/her signature below makes the following statements: 1. The LSS Evaluation attached to this application is to be used to produce design and construction features for permitting in accordance with SL 2018-114 Section 11.(c). 2. The LSS Evaluation is being submitted pursuant to and meets the requirements of SL 2018-114 Section 11.(c). 3. The LSS maintains an errors and omissions liability insurance policy issued by an insurer, as required by North Carolina State Law, in an amount commensurate with the risk of performing the work referenced herein. Property Address: 4919 Gateway Drive, Claremont, NC 28610 Signed this 2 day of June , 20 22 . e1r0 SOS/se�� H O4to �+ By: j SEAL r ' Printed Nari in-yThompson North Carolina Licensed Soil Scientist Wiling-Address: PO Box 541, Midland, NC 28107 12e; Office Number: Cell Number: 704-301-4881Cic. OR1}ICP'`- Email address: larry@thompsonenv.com Acknowledged by Owner/Owner's Legal Representative (Circle correct one.) If signed y er's legal representative,the appropriate legal documentation must be attached hereto. By: ial ru7n Sun*ale: Jun 2,2022 12:08 EDT) Printed Name: ramon gonzalez Mailing Address: 1612 Seattle Slew Court, Waxhaw, NC 28173 Office Number: Cell Number: 704-713-2602 Email address: romelle03@yahoo.com catawbacountync.gov Environmental Health Cotowbo County Government Center 25 Government Drive I PO Box 389 I Newton NC 28658 1828.465,8270 MAKING. LIVING. BETTER. Residential Subsurface Wastewater Treatment and Disposal System Proposal for Lots 21 and 22 - Southbridge Place 4919 and 4907 Gateway Drive Claremont, NC 28610 Tax Parcel #'s 376404736279 and 376404736379 June 2, 2022 Prepared for: t sou sc,/ s`4.4er o r, Four Corners of Charlotte, LLC 1 `M!trt%'\'' I - 1612 Seattle Slew Court ' = ' Waxhaw NC 28173J 704-713-2602 ' 12870,Q`tibRM Prepared by: oisim iruii% Larry Thompson, REHS, LSSsq.••'�`.�1r� p�''�• Thompson Environmental Consulting, Inc. O.• 1/4'�,lsT�gFu••,•�fi PO Box 541 _ Y iEAL Midland, NC 28107-0541 a S 1- z 8 ; a Phone: 704-301-4881 q info@thompsonenv.com .',,�•..•4L HEW-C!1***el Lots 21 and 22-Southbridge Place Details Four Corners of Charlotte,LLC has contracted with Thompson Environmental Consulting, Inc. (TEC) to develop a proposal for an on-site wastewater treatment and disposal system that would allow for the construction of a 3-bedroom single family residence served by a public water supply to be located at 4919 Gateway Drive (Lot 21 — Southbridge Place), Claremont,North Carolina. Based upon an investigation performed by TEC, it was determined that a sufficient amount of"Suitable" Group IV soils are available on the adjacent lot(Lot 22 —Southbridge Place) for the installation,and repair,of a Pump-To Accepted System for a 3-bedroom residence. Four Corners of Charlotte, LLC would like to request that Catawba County Environmental Health issue an Improvement Permit and Construction Authorization for a 3-bedroom residence based upon the following proposal and the enclosed Licensed Soil Scientist Evaluation, which is being submitted pursuant to and meets the requirements of SL 2018- 114 Section 11. (c). Location From Newton, take NC-16 N. to Riverbend Road. Turn right onto Riverbend Road, right onto Bolick Road, and right onto Gateway Drive. Lots are located on the left. References Laws and Rules for Sewage Treatment and Disposal Systems, 15A NCAC I8A, Section .1900, Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, April 1, 2017. Accepted Wastewater System No. AWWS 2005-02-R6; North Carolina Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, August 21, 2015. Primary Investigator's Credentials NC Registered Sanitarian No. 1208 NC Licensed Soil Scientist No. 1287 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 Lots 21 and 22-Southbridge Place 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 numt)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 be constructed of 2-inch SCH 40 PVC pipe with pressure fittings. 3 • • Lots 21 and 22—Southbridge Place D. Pressure Manifold I. A pressure manifold shall be used to evenly distribute the wastewater. 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 4 taps (SCH 40 PVC). 6. The connecting pipe between the pressure manifold taps and the drainfield shall be constructed of PVC. E. Drainfield Installation 1. The drainfield has been previously laid out on-site utilizing metal stemmed flags. The property owner/builder should mark this area and isolate it as much as possible from construction traffic 2. Under no circumstances shall any construction take place within the drainfield area while the soil is in a wet condition. 3. The specified system is an accepted wastewater system, specifically the Infiltrator Quick 4 chamber system or any other system with a state-approved 25% reduction in required drainline length. 4. The drainfield consists of four (4) lateral trenches 3-foot wide by 75-feet long. Total trench length is 300 feet. 5. The maximum trench depth for this system shall be 21 inches (high-side). 6. The laterals are to be installed on contour with the land, keeping the individual trench bottoms level from beginning to end. 7. The trenches should be left open for the final inspection by the health department. F. Final Landscaping 1. The final soil cover over the drainfield shall be a minimum of 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. G. Utility Conflicts I. 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. 4 • Lots 21 and 22-Southbridge Place 2. Lawn irrigation should not be placed over the drainfield area. 3. If there are any questions regarding preferred routes, contact the health department as soon as possible. Maintenance H. In General 1. 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: 360 GPD—3 Bedroom Home Septic Tank Requirements: 1,000 Gallon Septic Tanks Pump Tank Requirements: 1,000 Gallon Pump Tank Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: Infiltrator Quick4 Plus Standard Distribution Method: Pressure Manifold Number of Taps: 4(Y2 Inch SCH 40 PVC) Number of Drainlines: 4 Drain Lines: 3-ft Wide x 75-ft Long Total Trench Length: 300 Linear Feet Maximum Trench Depth: 21 Inches(high-side) Final Cover Requirement: 6 Inches(minimum) Pump Requirements from Barn: 28.44 GPM at 20 Feet TDH 5 Lots 21 and 22-Southbridge Place Recommended Pump: Liberty FL50(or equivalent) Dose Volume: 180 Gallons Pump Run Time: 6.33 Minutes Pump Tank Draw Down: Approximately 8.57 Inches Repair Option Effluent Loading Rate: 0.3 GPD per sq. fI. Drain field Type: Accepted Required Linear Footage: 300 Feet Available Linear Footage: 300 Feet s Maximum Trench Depth: 21 Inches(high-side) 6 ' cli uI UJ I. c IV 8 W EL U- a zV ~ CD o t13 _ N ai Q1A •— Qa = otl OSa o m 0 I- 1 181'00L a u. r9L,9S.£OS ALL•66 M - Ni ZZ+It•£OS ______-_- 3 MI,y. 30'r:,y .I 1 • • i _ branch • c w Nm a f ' if.,) 0 [') N Q J 0`' N , a; W 0 hF -- -4 Q W O Q c- Ali F o •Y: I co'" O �69'tL ^l `�` a, �•tZ.zS.£ON c�: D IKI a� w �, 3M�b�lS,£ON L0 - z a c ri IL/ C v m = c -3 S ko J _,I.- E d - a +O N I E a mCn n956 n-0iw$ia 31Igndsti <, 3Aiaa Avmaleo I -i I I I . Thompson Environmental Couu)ting,Inc. 7? ,cbl ,TG ,, —/ of 3 PO Box 541 • PROPERTY ID 1: /.3 V4ey Rig?? Midland,NC 28107 cowry: e„ ,, h., $OUJ ITE EVALUATION for ON-SITE WASTEWATER SYSTEM OWNER: Four Corners of Charlotte, LLC ADDRESS: DATE EVALUATES 2 - - 2 L PROPOSED FACIIITY: Res. PROPOSED DESIGN FLOW(.1949): 360 PROPERTY SUE: =-2 /.2 V,- 1, LOCATION OF SITE: GA. $r. y C i r c IWN4 PROPERTY RECORDED: WATER SUPPLY: 0 Private f®Public 1❑Well ❑Spring 0 Other EVALUATION METHOD: Fif utr Boeing 0 Pit 0 Cut • TYPE OF WASTEWATER: gtfewage 0 industrial Process 0 Mixed r o SOIL MORPHOLOGY Orrs= ✓ (J941) PROPHZ FACTORS L Aso g LANDSCAPE SCAPE W IZlOI1 IPOSL110N1 OEM Me FRU= i SLOPES AN ,11411 MCI Ste. .ISO _ni .1964 CLAAES STRUCTURE/ OONSINTLRICtt;/ Wes/ SOIL SAMRO REM £LTAR 11tann MINERALOGY C' os DIM' CIS BOWS I0 -7t. Lr I FR/NS/NP/NEXP ,,.-'-�-- Lk •�'� c . FI/S/P/SEXP ` ' PS 15 ,t LIMO ILI j�' a- 0.3 lta l b-3 5r Lf FR/NS/NP/NEXP ,. 19 f 4�c 3 �"^ SS S71l L, r / 3 !) � Ci FI/S/PlSEXP PS 2 LA.ID L( D - , Ito o, . 3 Op (c' h l 0'0 .4 „it- pt.fi� 04 4 1i Dasaurnom Dana SYST/24 REPAIR MUM OTHER FACTORS(.1946): .1n.... SITE CLASSIFICATION(.1948): 'rovisiona yli Available Space(.1945) PS PS EVALUATED BY: 1GG - L•S SY�Type(s) Accepted Accdpted L.Thom•son VTF1L'R(a"')l'RE9BN 1': :-, L- Ska LTAR 0.3 0.3 7 , ,,, ..4.i. .' /COMME TS. � _ The LSS`EValuation is being submitted pursuant to and •. - / r��M '�� meets the requirements of SL 2018-114 Section 11.(c) - � SOIIJSITE EVALUATIONy�. ��� Z. ir3 nc 9,. co r Q lePROPERTN TDi#: SIG Y 363;7 DATE OF EVALUATION: 2 y -z L G -u"y k ) a r-rcn�,,-- COUNTY: (a "' r -r r r P 0 SOiL MORPHOLOGY OTHERI F (,941) PROFILE FACTORS I a,4o E LANDSCAPE .» Foams Utz .Ifil ARM SOIL JS413 JIMA a!M PROSQ= UV R SLOPE% S IMB:t{� l SOB, SA>!90 AMR CLUB TEMME MINERALOGY COLOR MTH CLASS SOME <AR OM ILI V C '19) *S a"`',') \i %.,%-k n '-k r 1 (5,,.. 0 r1- (5- �! (— FR/NS/NP/NEXP Will,"3 - ' ^^ �� 5-1 �L{Lx. FI/S!P/SEXP f 1 ( f � o- ci r 1 I 1P6 -6 /jc F/ L. FR/NS/NP/NEXP if` j M., ,r r c` I C 3� 6 0,11 Cj FI/S/P/SEXP / -'t PS V ar i7/3 �b�� G� FI/SS/SPISEXP til. !�y 0.3 1 1° si, L j 1 !.- FI/SS/SP/SEXP I , 1..�j --3 ,-ri FR/NS/NP/NEXP / 3 -1' k (c.t FI/SS/SPISEXP a(o `� 3� !a I Ci FIIS/P/SEXP LID' �('f 0.3 �?, �{('i l C 1-"" FI/SS/SP/SEXP jeu1" Pin . l +k,[J. , r 3 5( 1 L. FR/NS/NP/NEXP —1 S 11 10 5/ CL FI/SS/SP/SEXP �'• fob FI/S/P/SEXP ��p ( r' ii 073 CO : SQILISITE EVALUATION SW i of 3 (Coadasetian Shert-Coopie.all fidd 1041 3 Xilbel73.4"1/) FRoPERTY TDt: 371.11eY 4763. DATE OF EVALUATION: Z- t L 6. 1 0,, } c(o<< n COj V: ( 104- '—'� I r R O SOIL MORPHOLOGY OTHER r i a ��j) _PROFILE FACTORS E 1.A1! L'Osnsa1/ Off .1941 .1l41 SOIL Age .19S6 .194I PROVER s SLOPE% ni STRUCIURV rniCONIES7RIC'E/ Ws?101s/ nu, &MO RESER CLUE 'I{ONY= MINERALOGY COLOR rim CLASS HOME ALTAR ( D — )3 (`r ( L., FR/NS/NP/NEXP / 3 !� f (e FI/SS/SP/SEXP 0 lb _e �1 l .3, i".t�' �' PS 0 1 7'.co aiPJ'f e FI/S/P/SEXP ,` +'"' .1.0, �► ` 0.3 1 3 Y ';� `� C l/ FI/SS/SP/SEXP To i'_k 3G 4 . I 1 r, . 1 Thompson Environmental Consulting, Inc Tax ID Number: 376404736279 PO Box 541 Location: 4919 Gateway Drive Midland, NC 28107-0541 Date: June 2,2022 z i3a. x 5 A L.1. >~ a o • O i V N it i 1 S '•O a° I& a " . • ,-,: _IA- : ' _ . . . • . .. N: _A' - 2.. A ,,, I r__.,_! . • A o y 1Ftt'1 V • Cli ) I . ' 1 v I ° \ •• .;:J 1 r---_._/ o w v A Al i ax a y ' ' '' 7' z 4 +' x ci ci _ .a ° v 1 o k, 4, a o a 1 fill d w 71 . w ; . a fr a o .� f 4 as ax • . G : H O i-D H xf Illhj lit ,f liberty Pumps � - mg . Pump Specifications If! ir,• I. FL54 Series 1 /2 hp ,(�4 , Submersible Effluent Pump 14 lid` s i■ Flow(Liters Per Minute) 0 38 76 114 151 189 227 265 303 341 379 60 i I I r I 1 I I F t 18 50 - 15 40 - 12 T N 0 W 30 - - 9 2 m Ts x 0 _ — x 20 - 6 10 - - 3 0 t I I I I I I 1 --- - - 0 0 10 20 30 40 50 60 70 80 90 100 Flow(GPM) FLSO_PI R12i202012 CCopynght 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to clamp without noticeImo Pumps FL50-Series Dimensional Data 11.2in [285mm] 1.1 1- - 74 7-- 7.0in %,' /1 .. [ 179mm] i= [I�- ;14 01 1-1/2"NPT DISCHARGE FLANGE 1 ��, (OPTIONAL 2 NPT DISCHARGE ;1• ���� 0 WHEN FLANGE IS REMOVED) �.� j R3.4in [87mm. 11— II r) I I'll .. 1!. 41 IL _ e. J- I�r7 J 16.4in [417mm] I -II 12.8in _ [325mm] > >• i % ,-; 11 �..i ����, i1=�. I -. . ❑ Its • _,_t_.a lit IL ■r �1 II__ �r 4.6in 111 111 [ 1 18mm] 115V CORD ASSEMBLY 230V CORD ASSEMBLY AND PIGGY BACK SWITCH AND PIGGY BACK SWITCH Lib!-.+.1 110f1R1"'AMO0011101M'um FL 50 SERIES DIMENSIONAL LIE NORMATION CONTANEO N tPES OFAWNf R THE SOLE PROOEIIry OF LEERTY PUMPS NC.ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRITTEN PERMRSR2N OF un LRERIY PUP"Inc esPRomnto. A NOV 29/2012 APPLICATK2N DO NOI SCALE DRAWING v.,.. IWEIGHT; 57 L►S luc'10,2 FL50 P2 R12/20/2012 OCapyriOU 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without noticeMg* • FL50-Series Electrical Data FULL THERMAL STATOR CORD MODEL HP VOLTAGE PHASE LOAD LOCKED OVERLOAD WINDING LENGTH DISCHARGE AUTOMATIC WGT. AMPS ROTOR TEMP CLASS FT AMPS FL51A 1/2 115 1 12 48.6 120'C 248'F B 10 1 '/ OR 2" YES 53 lbs. FL51A-2 1/2 115 1 12 48.6 120'C 248'F B 25 1 1./;OR 2" YES 55 lbs. FL51A-3 1/2 115 1 12 48.6 120'C 248'F B 35 1 Y2 OR 2" YES 58 lbs. FL51M 1/2 115 1 12 48.6 120-C 248'F B 10 1 '/:OR 2' NO 52 lbs. FL51M-2 1/2 115 1 12 48.6 120-C 248'F B 25 1 '/:OR 2" NO 53 lbs. FL51M-3 1/2 115 1 12 48.6 120-C 248'F B 35 1 Y:OR 2" NO 55 lbs. FL52A 1/2 208-230 1 6.5 24.1 120"C 248'F B 10 1 '/:OR 2" YES 53 lbs. FL52A-2 1/2 208-230 1 6.5 24.1 120"C 248'F B 25 1 '4 OR 2" YES 55 lbs. FL52A-3 1/2 208-230 1 6.5 24.1 120'C 248'F B 35 1 1/2 OR 2" YES 58 lbs. FL52M 1/2 208-230 1 6.5 24.1 120'C 248 F B 10 1 '/2 OR 2" NO 52 lbs. FL52M-2 . 1/2 208-230 1 6.5 24.1 120'C 248'F B 25 1 %OR 2" NO 53 lbs. FL52M-3 ' 1/2 208-230 1 6.5 24.1 120-C 248-F B 35 1 %OR 2" NO 55 lbs. FL50-Series Technical Data IMPELLER MULTI-VANE CAST IRON PAINT POWDER COAT SOLIDS HANDLING 3/4n CAPABILITY MAX LIQUID TEMP 60"C 140'F MAX STATOR TEMP 130'C 266'F THERMAL OVERLOAD 120'C 248'F POWER CORD TYPE SJTW(1-PH)or SEOOW(3-PH), or SJOOW(35'—1PH) MOTOR HOUSING CLASS 25 CAST IRON VOLUTE CLASS 25 CAST IRON IMPELLER CLASS 25 CAST IRON SHAFT STAINLESS HARDWARE STAINLESS ORINGS BUNA N MECHANICAL SEAL UNITIZED CERAMIC CARBON I1LL50_P3 R12,202012 "('opynglit 2012 Liberty Pumps Inc. All rights reserved Specifications subject to change willow nonce. libiAi FL50-Series Specifications 1.01 GENERAL: The contractor shall provide labor,material, equipment,and incidentals required to provide (QTY)centrifugal pumps as specified herein.The pump models covered in this specification are Series FL50 single phase pumps.The pump furnished for this application shall be model as manufactured by Liberty pumps. 2.01 OPERATING CONDITIONS: Each submersible pump shall be rated at 1/2 hp volts single phase 60 Hz. 3450 RPM.The unit shall produce G.P.M.at feet of total dynamic head. The submersible pump shall be capable of handling sewage effluent with 3/4"solid handling capability.The submersible pump shall have a shut-off head of 55 feet and a maximum flow of 76 GPM @ 15 feet of total dynamic head. The pump shall be controlled with: A piggy back style onloff float switch. A NEMA 4X simplex control panel with three float switches and a high water alarm. A NEMA 4X duplex control panel with three float switches and a high water alarm. 3.01 CONSTRUCTION: Each centrifugal sewage pump shall be equal to the c us certified Series FL50 SERIES pumps as manufactured by Liberty Pumps, Bergen NY.The castings shall be constructed of class 25 cast iron.The motor housing shall be oil filled to dissipate heat Air filled motors shall not be considered equal since they do not properly dissipate heat from the motor. All mating parts shall be machined and sealed with a Buna-N o-nng.All fasteners exposed to the liquid shall be stainless steel.The motor shall be protected on the top side with sealed cord entry plate with molded pins to conduct electricity eliminating the ability of water to enter internally through the cord.The motor shall be protected on the lower side with a unitized ceramic/carbon seal with stainless steel housings and spring. The pump shall be furnished with stainless steel handle. 4.01 ELECTRICAL POWER CORD The submersible pump shall be supplied with a 10, 25 or 35 feet of multiconductor power cord.It shall be cord type SJTW(1-PH)or SEOOW (3-PH), SJOOW(35'—1 PH),capable of continued exposure to the pumped liquid The power cord shall be sized for the rated full load amps of the pump in accordance with the National Electric Code.The power cable shall not enter the motor housing directly but will conduct electncity to the motor by means of a water tight compression fitting cord plate assembly,with molded pins to conduct electricity.This will eliminate the ability of water to enter internally through the cord,by means of a damaged or wicking cord. 5.01 MOTORS Single phase motors shall be oil filled, permanent split capacitor,class B insulated NEMA B design,rated for continuous duty. At maximum load the winding temperature shall not exceed 130 degrees C unsubmerged.Since air filled motors are not capable of dissipating heat they shall not be considered equal.The pump motor shall have an integral thermal overload switch in the windings for protecting the motor.The capacitor circuit shall be mounted internally in the pump. FL50_P4 R1120.2012 tC,Copyriglu 2012 Liberty inc. Allriglusteserv'e1. Specifications subject to change without notice IghiA P • 6.01 BEARINGS AND SHAFT Upper and lower ball bearings shall be required.The bearings shall be a single ball 1 race type bearing. Both bearings shall be permanently lubricated by the oil,which fills the motor housing.The motor shaft shall be made of 17-4 PH stainless steel and have a minimum diameter of.625". 7.01 SEALS The pump shall have a unitized carbon/ceramic seal with stainless steel housings and spring equal to Crane Type 6A. The motor plate I housing interface shall be sealed with a Buna-N o-ring. 8.01 IMPELLER The impeller shall be a class 25 iron. It shall be threaded to the motor shaft. 9.01 CONTROLS All units can be supplied with CSA and UL approved automatic wide angle tilt float switches The switches shall be equipped with piggy back style plug that allows the pump to be operated manually without the removal of the pump in the event that a switch becomes inoperable Manual Pumps are operable by means of a pump control panel. 10.01 PAINT The exterior of the casting shall be protected with Powder Coat paint. 11.01 SUPPORT The pump shall have cast iron support legs,enabling it to be a free standing unit. 12.01 SERVICEABILTY Components required for the repair of the pump shall be shipped within a period of 24 hours. 13.01 FACTORY ASSEMBLED TANK SYSTEMS WITH GUIDE RAIL AND QUICK DISCONNECT DISCHARGE Guide factory mounted rail system with pump suspended by means of bolt on quick disconnect which is sealed by means of nitrile grommets or o-rings. The Discharge piping shall be schedule 80 PVC and furnished with a PVC check valve and shut-off ball valve.The Tank shall be wound fiberglass or roto-molded plastic.An inlet hub shall be provided with the fiberglass systems. Stainless steel Guide Rail Zinc plated steel Guide Rail "diameter of basin size "height of basin size "distance from top of tank to discharge pipe outlet Fiberglass cover Structural foam polymer cover Steel cover Simplex System with Outdoor panel and alarm Duplex System with Outdoor panel and alarm Separate Outdoor Alarm Remote Outdoor Alarm F150_P5 R1 212 0/201 2 cCopyright 2012 Liberty Pumps Inc All rime reserved. Specification subject to Change without 11o11Ce. • 14-01 TESTING The pump shall have a ground continuity check and the motor chamber shall be Hi-potted to test for electrical integnty,moisture content and insulation defects. The motor and volute housing shall be pressurized,and an air leak decay test is performed to ensure integrity of the motor housing.The pump shall be run,voltage current monitored,and the tester checks for noise or other malfunction. 15-01 QUALITY CONTROL The pump shall be manufactured in an ISO 9001 certified Facility. 16.01 WARRANTY Standard limited warranty shall be 3 years. FL50 P6 R 12/20/2012 °Copyright 2012 Liberty Pumps Inc. All rights reserved. Specification..subject to change without notice Thompson Environmental Consulting, Inc. Tax ID Number: 376404736279 PO Box 541 Location: 4919 Gateway Drive Midland, NC 28107-0541 Date: June 2.2022 Recommended Pressure Manifold Design (Number of Taps May Vary) Tap-direct thread or saddle Ckanots Of tapped with nude adaptor.trim Pressure deed der) flash wall hulk wall Reducer a 12",etas. ensure atllhMnaa, Cato valve I_ [6I1 [Z' nken.11 4- r r ! 2 0 0 ) [!),teat supply lase l+ieodold vent)6 I I a 5 o . o Trua�aden ball valve (ball valve with two&ma mma union)) 1 1 1 1 1 1 1 13"WR ly but Observation port(tee with extension. [io draktbine) r mks.1.o9e dope brought to grade;with removable cap) t/uick4rm STANDARD CHAMBER - 52• Quick4 Standard Chamber — 48' (EFFECTIVE LENGTH) t ,2. a iilliilliillitliiiliiiles ® S3 1 e IL 34- SIDE VIEW SECTION VIEW MultiPort End Cap ---------1! -111111111Vrillrlr-- 11. ,ii_J- f / .11 "IIRA!l f .SIDE VIEW TOP VIEW FRONT VIEW Quick4 Standard Chamber Nominal Specifications MultiPort End Cap Nominal Specifications Size (WxLxH) 34'x52"x12" Size(WxLxH) 34'x16"x12' Effective Length 48" Invert Height 8'or 1.25' Invert Height 8" INFILTRATOR SYSTEMS.INC.STANDARD LIMITED WARRANTY e)The ebuct rat integrity d tech,canter.nter.and per,wedge sad other seaway nraelaured by enfarea l'Until.warn regaled and Wended in a WOW a in arse*spec system n aocadrxv an lelrrore tetra tIora le e"ranarl to the awn"purchaser CHolrfa-1 armrest delect e magnet and narrerrdrp for one year from the derma err*spat Perm a tweed for the spat sworn containing the tem,prondad,hoverer AM I a sspdt psmat Ill rot MOM M ap aeMe tern re ewrsay pebd ell begin WV the de a that nelaieem a the septic system commences 0a 01.ea ,y Agnes Nadir erIm y replacement 4 g Unte�� .He.d�asn�OW Saybrook �e, la ,Units INFILTRATaR "*aeon ro *wddcaly we►Ain ma cost a andeor rreetalettn o ale by nxo-ata to be covered by the tam se l wa*evy tbi THE WARRWARRANTYBA WMTEO WARRANTY AND REGES IN SUBPARAGRAPH W APE EXCUJS&VE.THERE ARE NO OTHER WARRAN Wntt nES RESPECT a TO THE INTS.INCLUDING NO IMPLIED WARtAM1ES OF MERCHANTABIUTy OR FOR A PARTICULAR PURPOSE. SYSTEMS I N C lc)Ties Limited Warranty shell be wad if any pert of the amber system Is manufactured by anyone oar than tiltrator. The Limited Warranty does not intend to nalentas.arrogated.special a rasa mnapee.wdnator are nit be Wee Ito penaltw Cr douaated derraagle.flaring r s of Environmental Onsite Wastewater Solutions' proacmn end pots.Ism and needles,owned cues.a*her breve or mgeaeee ncurred by re Holder or any mad party. Spear" ew'Wed kOm angle Wa neat'average A demepe to the U is due to canary over and wear.alteration.occident.misuse.abuse or neglect or the U A:the Units berg outvoted to who*tntec a oar cnnaraa each are not pecr.ded by the installation Instructions:failure to maintain the 6 Business Park Road• P.O. Box 768 magnum nam pond pones r font Pre awad"lm arrux:uaa;Ve deterrent of sorrow melange into the worm araaa ng the Una.mare of Vy m Ire Saybrook, CT 06475 a Units a r seat ew r m a to anaufr tang apa acr eesxv water .rtpe.emta usage.sharper geese deposal or improper caseation:or ation: try after it men n caved by nat"or Tile 10445d efasaay else be comply a err Holder tads to coply'Nth at a the terms set tam n rrle Lamm 860 5 77-7000•FAX 860-577-7001 Further.n no ewer"sees Waren be rerpveale In any Ica or damage to the Holder.the U a,.or e y Ord party resetting tan nstaWoon a shear anent a from any product Wray darns a Haar a any OM parry Fa me teed Warranty to apply,the Ueda muse be needled:,accordant, 800-221-4436 with ad site concerns mitred by erase any Mel tech*:ad once appex*rev:sad InarteNrb nstedatbn.amines log No tip*sentanw of heltrelor hes the aura*to mange a extend the Liratad Warranty No warranty eppies to any party omit than the ay. real Fodder. The aeons represent"the Standard freed Wirrsay offered by tint"«.A tented number of states and canasta taw caterers waranry 11.4.11a. mesa.Ally purchaser a Unite sham Coma trradeoh Corporate l4wyp rtee n Oki Se t ook.CanIctcta.poor to such parches,.Io obtsn a copy a the eppicabm wawa..and*WM CarMIy reed ant w"rerrty pinta to the padres a lies. U.S.Patents:4,769,061;6,017.041;5.158,488:5.335,017:6,401,116:5.401,459;5.511,903:5.716.163:5.588,778;5,839.844 It Canadian Patents'1.329,950:2,004.564 Other patents pending. e 11 oil Infanta',Equalizer andSidBWnder are registered trademarks of Infiltrator Systems Inc.Infiltrator is a registered trademark in France.Infiltrator Systems Inc. Ls a registered trademark In Mexico Contour,Contour Swivel Carwctic n.Microleachirg.PcyTUB,Snapt.ock.ChamberSpacer.Pos&ock OrickCut.ODickPlay RECYCLED PAPER and Ourck4 aro trsdprtarks of iditrator Systems Inc.0 2003 Inmtrator Systems Inc.Wined in U.SA Qf.111203HP.O • Catawba County Environmental Health 8 ` •4893 a re; ,_ 23 349.96 cc 8 .4907 8 6379 22 $ 349. 8 .4919 6279 21 8 352.18 352.25 h •4927/ 2 Selected Parcels lin=60ft This map/report product was prepared from the Catawba County,NC Geospatial Information Services. Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user.The County of Catawba, its employees,agents,and personnel,disclaim,and shall not be held liable for any and all damages,loss or liability,whether direct,indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity Copyright 2021 Catawba County NC 06/03/2022 Parcel Report - Catawba County NC Parcel Information: Owner Information: Parcel ID: 376404736279 Owner: FOUR CORNERS OF CHARLOTTE LLC Parcel Address: 4919 GATEWAY DR Owner2: City: CLAREMONT, 28610 Address: 1612 SEATTLE SLEW CT LRK(REID): 401328 Address2: Deed Book/Page: 3727/1464 City: WAXHAW Subdivision: SOUTHBRIDGE State/Zip: NC 28173-6642 Lots/Block: 21/ School Information: Last Sale: $16,500 on 2022-03-01 Plat Book/Page: 40/183 School District: COUNTY Legal: LOT 21 21 PL40-183 SOUTHBRIDGE PL Elementary School: OXFORD Middle School: RIVER BEND 40-183 Calculated Acreage: _800 High School: BUNKER HILL Tax Map: School Map Township: CLINES State Road #: 2461 TaxNalue Information: Tax Rates(pdf) Zoning Information: City Tax District: All in County Zoning District: COUNTY County Fire District: OXFORD Zoningl: R-40 Building(s) Value: $0 Zoning2: Land Value: S17,100 Zoning3: Assessed Total Value: $17,100 Zoning Overlay: WP-O Year Built/Remodeled: I Small Area: ST STEPHENS/OXFORD Current Tax Bill Split Zoning Districts: / Zoning Agency Phone Numbers Miscellaneous: Firm Panel Date: 2007-12-18 Building Permit Address Search for this parcel. Firm Panel #: 3710376400K If available, Building Permits for this parcel. Septic 2010 Census Block: 2000 links are not permits. 2010 Census Tract: 010101 Septic Final Permits prior to 08/2018, contact Agricultural District: Environmental Health. Building Details WaterShed: WS-IV Protected Area Voter Precinct: P27/ Voting Map Parcel Report Data Descriptions List all Owners Deed History Report Assessment Report This mapheport product was prepared from the Catawba County NC Geospabal Information Services.Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and personnel,disclaim,and shall not be held liable for any and all damages,loss or liability. whether direct,indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. ©2022, Catawba County Government, North Carolina.All rights reserved. Parcel Report - Catawba County NC Parcel Information: Owner Information: Parcel ID: 376404736379 Owner: FOUR CORNERS OF CHARLOTTE LLC Parcel Address: 4907 GATEWAY DR Owner2: City: CLAREMONT, 28610 Address: 1612 SEATTLE SLEW CT LRK(REID): 401329 Address2: Deed Book/Page: 3727/1470 City: WAXHAW Subdivision: SOUTHBRIDGE State/Zip: NC 28173-6642 Lots/Block: 22/ Last Sale: $16,500 on 2022-03-01 School Information: School District: COUNTY Plat Book/Page: 40/183 Elementary School: OXFORD Legal: LOT 22 22 PL40-183 SOUTHBRIDGE PL Middle School: RIVER BEND 40-183 Calculated Acreage: .800 High School: BUNKER HILL Tax Map: School Map Township: CLINES State Road #: 2461 Tax/Value Information: Tax Rates(pdf) Zoning Information: City Tax District: All in County Zoning District: COUNTY County Fire District: OXFORD Zoning1: R-40 Building(s) Value: $0 Zoning2: Land Value: $17,100 Zoning3: Assessed Total Value: $17,100 Zoning Overlay: WP-O Year Built/Remodeled: / Small Area: ST STEPHENS/OXFORD Current Tax Bill Split Zoning Districts: 1 Zoning Agency Phone Numbers Miscellaneous: Firm Panel Date: 2007-12-18 Building Permit Address Search for this parcel. Firm Panel #: 3710376400K If available, Building Permits for this parcel. Septic 2010 Census Block: 2000 links are not permits. 2010 Census Tract: 010101 Septic Final Permits prior to 08/2018, contact Agricultural District: Environmental Health. \.ç �' le Building Details �1� • n /ti 1) / 5 SWaterShed: WS-IV Protected Area o1.Voter Precinct: P27/ Voting Map � -‘c\ef Parcel Report Data Descriptions List all Owners Deed History Report Assessment Report This map/report product was prepared from the Catawba County,NC Geospatial Information Services.Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user.The County of Catawba.its employees.agents,and personnel,disclaim,and shall not be held liable for any and all damages,loss or liability, whether direct,indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. 2022, Catawba County Government, North Carolina.All rights reserved. Julia English From: Larry Thompson <larry@thompsonenv.com> Sent: Sunday,June 5, 2022 2:37 PM To: Julia English Subject: RE: FW:4919 Gateway Drive, Claremont - Session Law Package Julia, We will need a well. I did not see any well heads on the adjacent lots but I can see them on the aerials behind the houses. The owner thought it was public water. What do I need to do for you at this point? Thank you! Larry Thompson, PWS, LSS Thompson Environmental Consulting, Inc. www.thompsonenv.com 704-301-4881 cell IOn 6/3/2022 12-58 24 PM. Julia English <jenglish@catawbacountync gov> wrote. I can't verify the existence of a public water supply. I do see many individual well permits in that subdivision. Where did you find information on a public water supply? Julia English Administrative Assistant II PO Box 389 125 Government Drive, Newton, NC 28658 (828)465-8270 office (828)465-8276 fax httns://www.catawbacountync.gov/county-services/environmental-health/ 1 Julia English From: Larry Thompson <larry@thompsonenv.com> Sent: Friday,June 3, 2022 12:42 PM To: Julia English Cc: romelle03@yahoo.com Subject: Re: FW: 4919 Gateway Drive, Claremont - Session Law Package Attachments: image002 jpg Hi Julia, The proposal will be to combine both lots and there is public water available on this street. Thank you! Larry Thompson, PWS, LSS Thompson Environmental Consulting, Inc. www.thompsonenv.com 704-301-4881 cell On Fri, Jun 3, 2022, 11:58 AM Julia English <JENGLISH@catawbacountync.gov> wrote: Sorry should have also asked about the water supply. I do not see a public water line. Do they need an individual well on their property? From:Julia English Sent: Friday, June 3, 2022 11:53 AM To: 'Larry Thompson' <larry@thompsonenv.com> Subject: RE:4919 Gateway Drive, Claremont-Session Law Package Is the proposal to combine the properties or will they create an easement for the initial and repair areas? i /OA �� CATAWBA COUNTY `}� 100A SOUTHWEST BLVD ` NEWTON,NORTH CAROLINA 28658 RECEIPT PHONE:828.465.8399 Monday,June 6, 2022 4 2 5M www.catawbacountync.gov PAYOR: Four Corners of Charlotte LLC Four Corners of Charlotte LLC PAYMENTS TRANSACTION NUMBER: TRC-41163666-06-06-2022 PAYMENT DATE: 06/06/2022 PAYMENT TYPE: Credit Card 290900016 INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT 06-22-407336 110-580200-663000 Authorization to Construct Fee(N S 150.00 ew/Expansion) Fee 06-22-407336 I10.580200-663000 Improvement Permit Fee $150.00 06-22-407336 110-580200-663000 Well Permit& Inspection Fee $300.00 TOTAL PAYMENTS: S600.00 RBPR-06-2022-4 1267 CASE TYPE: Residential Building Plan Review WORK CLASS: Building New SITE ADDRESS: 4919 GATEWAY DR,CLAREMONT NC 28610 Owner FOUR CORNERS OF CHARLOTTE LLC, 1612 SEATTLE SLEW CT,WAXHAW NC 28173 C:704-713-2602 •*NO PEOPLESOFT ACCOUNT ASSIGNED** receipt 06/06/2022 08:47 Page 1 of 1 Residential Subsurface Wastewater Treatmentand Disposal System Proposal for Lots21 and 22 –Southbridge Place 4919 and 4907 Gateway Drive Claremont, NC 28610 Tax Parcel #’s376404736279and376404736379 Prepared for: Four Corners of Charlotte, LLC 1612 Seattle Slew Court Waxhaw NC 28173 704-713-2602 Prepared by: Larry Thompson, REHS, LSS Thompson Environmental Consulting, Inc. PO Box 541 Midland, NC 28107-0541 Phone: 704-301-4881 info@thompsonenv.com Lots21and22–SouthbridgePlace Details Four Corners of Charlotte, LLChas contracted with Thompson Environmental Consulting, Inc. (TEC) to develop a proposal for an on-site wastewater treatment and disposal system that would allow for the construction of a3-bedroom single family residence served by a public water supply tobe located at 4919 Gateway Drive (Lot 21 –Southbridge Place), Claremont, North Carolina. Based uponan investigation performed by TEC, it was determined that a sufficient amount of “Suitable” Group IV soilsareavailable on the adjacent lot (Lot 22 –Southbridge Place) for the installation, and repair, of a Pump-To Accepted Systemfor a 3-bedroom residence. Four Corners of Charlotte, LLCwould like to request that Catawba County Environmental Healthissue an Improvement PermitandConstruction Authorizationfor a 3- bedroom residence based upon the following proposal . Location FromNewton, take NC-16N. to Riverbend Road. Turn right ontoRiverbend Road, right onto Bolick Road, and right onto Gateway Drive. Lots arelocated on the left. References Laws and Rules for Sewage Treatment and Disposal Systems, 15A NCAC 18A, Section.1900, Department of Environment and Natural Resources, Division of EnvironmentalHealth, On-Site Wastewater Section,April 1, 2017. Accepted Wastewater System No. AWWS-2005-02-R6; North Carolina Department ofEnvironment and Natural Resources, Division of Environmental Health, On- Site Wastewater Section, August 21, 2015. Primary Investigator’s Credentials NCRegistered Sanitarian No. 1208 NCLicensed Soil ScientistNo. 1287 SC Certified Professional Soil Classifier No. 111 NCSubsurfaceSeptic System Operator No. 22199 NC Grade IV Wastewater System Installer No. 1762 NC Certified Wastewater System Inspector No.17621 2 Lots 21 and 22 – Southbridge Place 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 deliveryto assurethat 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 shallbe 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 be constructed of 2-inch SCH 40 PVC pipe with pressure fittings. 3 Lots 21 and 22 – Southbridge Place D. Pressure Manifold 1.A pressure manifold shall be used to evenly distribute the wastewater. 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 4taps (SCH 40 PVC). 6.The connecting pipe between the pressure manifold taps and the drainfieldshall be constructed of PVC. E. Drainfield Installation 1.The drainfield has been previously laid out on-site utilizing metal stemmed flags. The property owner/builder should mark this area and isolate it as much as possible from construction traffic 2.Under no circumstances shall any construction take place within the drainfield area while the soil is in a wet condition. 3.The specified system is an accepted wastewater system, specifically the Infiltrator Quick 4 chamber system or any other system with a state-approved 25% reduction in required drainline length. 4.The drainfield consists of four (4) lateraltrenches 3-foot wide by 75-feet long. Total trench length is 300feet. 5.The maximum trench depth for this system shall be 21inches(high-side). 6.The laterals are to be installed on contour with the land, keeping the individual trench bottoms level from beginning to end. 7.The trenches should be left open for the final inspection by the health department. F. Final Landscaping 1.The final soil cover over the drainfield shall be a minimum of 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. G. 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. 4 Lots 21 and 22 – Southbridge Place 2.Lawn irrigation should not be placed over the drainfield area. 3.If there are any questions regarding preferred routes, contact the health department as soon as possible. Maintenance H. In General 1.The homeowner must maintain the drainfield area through periodic mowing. The drainfield must not be allowed to become overgrown. 2.The septic tankshould be pumped every 4 years or when the solids within the septic tank reach an elevation that is equivalent to 25 percentof 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: 360 GPD – 3 Bedroom Home Septic Tank Requirements: 1,000 Gallon Septic Tanks Pump Tank Requirements: 1,000 Gallon Pump Tank Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type:Infiltrator Quick4 Plus Standard Distribution Method: Pressure Manifold Number of Taps: 4 (½ Inch SCH 40 PVC) Number of Drainlines: 4 Drain Lines: 3-ft Widex75-ft Long Total Trench Length: 300Linear Feet Maximum Trench Depth: 21Inches(high-side) Final Cover Requirement:6 Inches (minimum) Pump Requirements from Barn:28.44GPM at 20Feet TDH 5 Lots 21 and 22 – Southbridge Place Recommended Pump:Liberty FL50 (or equivalent) Dose Volume:180Gallons Pump Run Time:6.33Minutes Pump Tank Draw Down:Approximately 8.57Inches Repair Option Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type:Accepted Required Linear Footage:300Feet Available Linear Footage:300Feet s Maximum Trench Depth:21Inches(high-side) 6 Uby!JE!Ovncfs;48751584738: Uipnqtpo!Fowjsponfoubm!Dpotvmujoh-!Jod! QP!Cpy!652! Mpdbujpo;!!5:2:!Hbufxbz!Esjwf Njemboe-!OD!39218.1652! Ebuf;!!Kvof!3-!3133 Sfdpnnfoefe!Qvnq!Ubol!Eftjho Pump Specifications CƌƚǞ Λ\[źƷĻƩƭ tĻƩ aźƓǒƷĻΜ ЉЌБАЏЊЊЍЊЎЊЊБВЋЋАЋЏЎЌЉЌЌЍЊЌАВ ЏЉЊБ ЎЉЊЎ ЍЉЊЋ ЌЉВ IĻğķ ΛCĻĻƷΜ IĻğķ ΛaĻƷĻƩƭΜ ЋЉЏ ЊЉЌ ЉЉ ЉЊЉЋЉЌЉЍЉЎЉЏЉАЉБЉВЉЊЉЉ CƌƚǞ ΛDtaΜ FL50_P1 R12/20/2012 ©Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. FL50-Series Dimensional Data FL50_P2 R12/20/2012 ©Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. FL50-Series Electrical Data FL50-Series Technical Data FL50_P3 R12/20/2012 ©Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. FL50-Series Specifications FL50_P4 R12/20/2012 ©Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. FL50_P5 R12/20/2012 ©Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. 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V/T/!Qbufout;!5-86:-772<!6-128-152<!6-267-599<!6-447-128<!6-512-227<!6-512-56:<!6-622-:14<!6-827-274<!6-699-889<!6-94:-955 Dbobejbo!Qbufout;!2-43:-:6:<!3-115-675!!!!!Puifs!qbufout!qfoejoh/ Jogjmusbups-!Frvbmj{fs!boe!TjefXjoefs!bsf!sfhjtufsfe!usbefnbslt!pg!Jogjmusbups!Tztufnt!Jod/!Jogjmusbups!jt!b!sfhjtufsfe!usbefnbsl!jo!Gsbodf/!Jogjmusbups!Tztufnt!Jod/! jt!b!sfhjtufsfe!usbefnbsl!jo!Nfyjdp/!Dpoupvs-!Dpoupvs!Txjwfm!Dpoofdujpo-!NjdspMfbdijoh-!QpmzUvgg-!TobqMpdl-!DibncfsTqbdfs-!QptjMpdl-!RvjdlDvu-!RvjdlQmbz! boe!Rvjdl5!bsf!usbefnbslt!pg!Jogjmusbups!Tztufnt!Jod/!ª!3114!Jogjmusbups!Tztufnt!Jod/!Qsjoufe!jo!V/T/B/!R122314IQ.1 1.101.1j CATAWBA COUNTY 100A SOUTHWEST BLVD NEWTON,NORTH CAROLINA 28658 RECEIPT PHONE:828.465.8399 Friday, May 19, 2023 -11 l8 4 Z sM www.catawbacountync.gov PAYOR: *Four Corners of Charlotte LLC *Four Corners of Charlotte LLC(Chudgar,Romil) PAYMENTS TRANSACTION NUMBER: TRC-644 1 2927-1 9-05-2023 PAYMENT DATE: 05/19/2023 PAYMENT TYPE: Credit Card 305518208 INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT 05-23-422972 110-580200-663000 Re-Trip or Redesign Fee $70.00 TOTAL PAYMENTS: $70.00 RBPR-06-2022-41267 CASE TYPE: Residential Building Plan Review WORK CLASS: Building New SITE ADDRESS: 4919 GATEWAY DR,CLAREMONT NC 28610 Owner *FOUR CORNERS OF CHARLOTTE LLC, 1612 SEATTLE SLEW CT,WAXHAW NC 28173 C:704-713-2602 ROMELLE03@YAHOO.COM **NO PEOPLESOFT ACCOUNT ASSIGNED** receipt 05/19/2023 14:19 Page 1 of 1