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HomeMy WebLinkAboutLSSP-09-2022-180527.TIF g6 - i) )I-3 sn1 8653 Howard Drive, Terrell, NC 28682 1/2 _ f /(���{� State of NC LSS Permit Option COVID-19 LHD Reference: L r` i " ' 20a�"% OU-JU7 PART 3: Authorization to Operate(ATO) c ipS IUD j4 l rd Or Except for date received,the Section below is to be completed by the Owner. I LHD USE ONLY: Initial submittal of request for ATO received: —2J -7 3 by i-IO A/Dte initials Date of Post-construction Conference: The following items are included in this submittal for an Authorization to Operate under an LSS COVID-19 permit: 1. Signed and sealed copy of the LSS's report that includes: a. Signed and sealed evaluation of soil conditions and site features X❑Yes ❑ No b. Drawings,specifications,plans El Yes ❑ No c. Reports on special inspections and final inspection ®Yes ❑No d. Management Program manual ®Yes ❑ No e. On-site Wastewater Contractor's signed statement ®Yes ❑No 2. Fee (as applicable) ❑Yes ® No 3. Notarized letter documenting Owner's acceptance of the system from the LSS ®Yes ❑No 4. On-site Wastewater Contractor name: Chris Stevens License number: 1761 Mailing address: 3317 New Salem Road City: Monroe State: NC Zip: 28110 Telephone number: 704-201-9849 E-mail Address: stevenssepticservice@yahoo.com 5. Proof of Errors and Omissions or other appropriate liability insurance for the On-site Wastewater Contractor is attached and includes the name of the insurer,name of the insured,and the effective dates of coverage. ®Yes ❑ No Attestation by the Owner for Authorization to Operate I, Chesley Black hereby attest that all items indicated above have been provided to the Print name of Owner Catawba County LHD and the system shall meet applicable federal,State,and local laws, regulations, rules and ordinances. u.I,,k,,,-t--4k1'N Jan 13,2023 Signature of Owner Dote This section for LHD Use Only. LHD Review of required information for the ATO ❑ INCOMPLETE Based upon review of information submitted by the Owner in the Section above,the following items are missing from the information required for an Authorization to Operate for an LSS COVID-19 permit: Copies of this signed form were sent to the LSS and the Owner on via Date Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ErEOMPLETE Based upon review of information submitted by the Owner in the Section above,this Authorization to Operate is hereby issued in accordance with G.S.130A-336.2(m). A copy of this complete NOI/ATO with tracking information was/ sen lto the State on 11113 via - AY CAI 1 . 1 , 44,, + I-,,,d iv ,. ,�h, /3/ D e Email,FAX,USPS,H elivered y �s/.J � � // 1 3 Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ISSUANCE OF CERTIFICATE OF OCCUPANCY: Once the LHD determines completeness based upon the ATO submission,the owner may apply to the local permitting agency for permanent electrical service to a residence,place of business or place of public assembly pursuant to G.S.130A-339. DHHS/EHS/OSWPB—LSS COVID-19 COMMON FORM Effective September 8,2020 Page 6 of 6 LSS COVID-19 Permit Option Tracking information The LHD completes this form for each N01/ATO submitted to their offices. The LHD updates this information and re- sends it throughout the process as appropriate. The Department will use this data to answer any questions on the implementation of the LSS COVID-19 permitting process. Tracking information for LSS COVID-19 permits (Required) County C,a aw i a LHD Reference Number LSS P- C9 -)o - I 5-T7 Permitting backlog as of date of NOI submittal(#days) 30 days Number of days to process the NOI(#days) 3 aays Number of days to process re-submitted NOI(#days or t "NA") Nil Facility type 3 gedn n loose, Domestic,High Strength or IPWW pc,rnes�l(, Design Daily Flow 1,6 a Residential or Commercial Res:aki4 aI System type(per Rule.1961) at 12_ Date of Post-construction conference NA Date Authorization to Operate issued I I Z7 6 Fee charged for LSS COVID-19 �S $ 9V e0 Is fee sufficient to cover LHD costs? yes Date LHD notified of LSS COVID-19 malfunction Date LHD notified of Owner complaint DHHS/EHS/OSWP—COVID-19 Appendix A Updated February 2022 Page 4 of 4 Chesley Black 503 N.Academy Street Lincolnton, NC 28209 Subject: Septic System Installation 8653 Howard Drive Terrell, NC 28682 The septic system installed on the above-referenced property was specified by Larry Thompson, LSS, with the final installation work being performed by Stevens Septic Service. Th er do her b accep e ptic system installed for 8653 Howard Drive,Terrell, NC 28682 _iLk....iagQ-3 ( ' ure) Date NORTH CAROLINA NOTARY ACKNOWLEDGMENT THE STATE OF N RTH CAROLINA COUNTY OF inW/i4 I, , ,IIIS he$)ske , Notary Public, do hereby certify that Chef,e4 Chi 8lap,4• , (name of ndividual(s)whose acknowledgment is being taken)personally appeared be ore me this day and ackno • -dged the due execution of the foregoing instrument. W' ne- f h. • : _z• •fficia seal t is CZ day ofJ 2023. IliItA Notary Pu*c Signature Print WI Gttt f.191S ' My com seioLISne sires: i 1 3 d oc2r/ (;) pTAR y% A. OS =tur 'sue_ (O9'41 Seal) — "o,°�rN'c0�?��`‘� January 13, 2023 RE: Septic System Installation 8653 Howard Drive Terrell, NC 28682 The purpose of this letter is to confirm that the septic system installation for 8653 Howard Drive, Terrell, NC 28682 was installed in general accordance with the proposal submitted to your office by Larry Thompson, LSS. Sincerely, ---e9-i----. Chris stevens(Jan 13,2023 16:35 CST) Chris Stevens Stevens Septic Service NORTH CAROLINA FARM BUREAU MUTUAL INSURANCE COMPANY, INC. CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). INSURED Terry's Enterprises Inc. CERTIFICATE Thompson Environmental Consulting, Inc NAME AND DBA Steven's Truck&Septic Service HOLDER 114 Orchard Ridge Road ADDRESS 3317 New Salem Road Locust, NC 28097 Monroe, NC 28110 larry@thompsonenv.com COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. X 'TYPE OFINSURANCE ADDL SUER NSD WVD POLICY NUMBER POLICY Y) (POLICY LIMITS ® COMMERCIAL GENERAL LIABILITY GL 0474879 7/20/2022 7/20/2023 GENERAL AGGREGATE $2,000,000 -OCCURRENCE PRODUCTS-COMP/OPS AGGREGATE $2000 000 GEN'L AGGREGATE APPLIES PER POLICY PERSONAL d ADV INJURY $1,000,000 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED $100,000 PREMISES!Ea Occurrence) MFD EXP(Any one person) $5,000 ❑ EACH OCCURRENCE $ BUSINESSOWNERS AGGREGATE $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 (Each accident) BAP 2162993 9/18/2022 3/18/2023 BODILY INJURY(Per person) $ SCHEDULED AUTOS HIRED AUTOS BODILY INJURY(Per accident) $ NON OWNED AUTOS PROPERTY DAMAGE $ Per accident ❑ GARAGE LIABILITY (Other) El EXCESS LIABILITY— EACH OCCURRENCE $2,000,000 OCCURRENCE UP 7676833 2/24/2022 2/24/2023 AGGREGATE $2,000,000 ® WORKERS COMPENSATION N/A WC STATUTORY LIMITS AND EMPLOYERS'LIABILITY WC 0228951 2/2/2022 2/2/2023 E.L.EACH ACCIDENT $1,000,000 E.L.DISEA.SF-EAEMPLOYEE $1,000,000 POLICY APPLIES TO THE WORKERS COMPENSATION LAW IN THE STATE OF NC E.L.DISEASE-POLICY LIMIT $1,000,000 OTHER: DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED AUTHORIZED REP TA E BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. DATE 12/5/2022 V tf COI 0910 THOMPSON ENVIRONMENTAL CONSULTING, INC . IV.A TE R • W'.1 S 7' F. W 1 TE R • Ir"H 7'I. .4 NDS January 13, 2023 RE: Septic System Installation 8653 Howard Drive Terrell, NC 28682 The purpose of this letter is to confirm that the septic system installation 8653 Howard Drive, Terrell, NC 28682 was installed in general accordance with the proposal submitted to your office with the only change being the location of the septic and pump tanks. This system has been inspected for the LSS COVID-19 permit closeout process with an as-built included in this package. Sincerely, Larry B. Thompson,Jr. PO BOX 541 • MIDLAND, NC • 28107 PHONE: 704-301-4881 • EMAIL: LARRY®THOMPSONENV.COM WEB: WWW.Tl1OMPSONENV.COM Residential Subsurface Wastewater Treatment and Disposal System COVID-19 Proposal for 8653 Howard Drive Terrell, NC 28682 Tax Parcel # 461602683999 November 20, 2021 Prepared for: Ws/se/ er rf:0 - s "Cr Chesley Black 4,0110Y 503 N. Academy Street • Lincolnton NC 28209 � , 704-905-6579 . 1287 040, qemorrivi Prepared by: l,`llllt1111111ff11�I, Larry Thompson, REHS, LSS ,.•� � . ,, 0�'�•,,� Thompson Environmental Consulting, Inc. ;`O¢•�..6.sT....a.,! ' PO Box 541 Midland, NC 28107-0541 c' SEAL . .S 1208 , • Phone: 704-301-4881 ; �� �44 infogthompsonenv.com ',$j.• qL HEA-":.• •r '. •t......••..,t2 . i;„ fTl-I011ll`�l� 8653 Howard Drive The property owner and builder must assure that the driveway and all utilities are routed around the proposed septic drainfield and septic drainfield repair area. These areas must be protected from traffic and any form of encroachment. It is recommended that the drainfield area be fenced off with orange barrier fencing. Septic installer must be preapproved by Thompson Environmental Consulting, Inc. Details Mr. Chesley Black has contracted with Thompson Environmental Consulting, Inc. (TEC) to develop a revised proposal for an on-site wastewater treatment and disposal system that would serve the 3-bedroom single family residence to be located at 8653 Howard Drive, Terrell, North Carolina. The plat for this subdivision was recorded with the Catawba County Register of Deeds Office on September 25, 1963 and would be considered"repair exempt" per 15A NCAC 18A .1945 AVAILABLE SPACE. Based upon an investigation performed by TEC it was determined that a sufficient amount of"Provisionally Suitable"Group IV soils is available on this property for the installation of a Pump-To Prefabricated Permeable Block Panel System at a 0.3 GPD/sq/ft long- term acceptance rate(LTAR). The property will be served by a private well. The enclosed Licensed Soil Scientist Evaluation is being submitted pursuant to and meets the requirements of SL 2020-97 Section 3.19.Mr. Black would like to request that Catawba County Environmental Health (CCEH) issue the appropriate permits for a subsurface wastewater treatment and disposal system based upon the enclosed LSS COVID-19 permit option. Location From Newton, take NC-16 S. to NC-150. Turn left onto NC-150, right onto Kiser Island Road, and left onto Howard Drive. Lot is located on the right. 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, July 2016. 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 SC Professional Soil Classifier No. 111 NC Subsurface Septic System Operator No. 22199 2 8653 Howard Drive NC Grade IV Wastewater System Installer No. 1762 NC Certified Wastewater System Inspector No. 17621 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 in capacity. 2. The septic tank will be fitted with an approved effluent filter and riser for easy access and periodic maintenance. 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. Floats,pump and control circuits,and the control panel shall meet the requirements of Rule .1952(c). Panel and control equipment shall include lightning protection, be protected from unauthorized access, and remain accessible at all times to the system operator. 5. The pump and alarm controls shall be provided with manual circuit disconnects within a watertight, corrosion resistant, Nema 4x rated control panel. The control panel must be securely mounted outside, adjacent to the pump tank riser and at a minimum of 12 inches above finished grade. 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. 6. Float switch tic downs must be made of a corrosion resistant material (per OWPS, all metal in the tanks shall be stainless steel). Floats should be mounted on a separate"float tree"rather than the pump supply line(see pump tank detail). 7. 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. 3 8653 Howard Drive C. Pipes and Fittings I. All discharge piping,connectors and supply lines should be made of SCH 40 PVC. 2. All joints must be properly"welded"utilizing the appropriate PVC cement for each application. 3. The supply line will be approximately 205 feet long. D. Distribution Method—Pressure Manifold 1. A pressure manifold shall be used to distribute wastewater to five 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 4 taps(1/2-inch SCH. 40 PVC - direct thread or saddle). 6. Each tap to have a true union ball valve that will allow for future removal/replacement. 7. 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. Once this area has been approved by the county, the property owner/builder should mark this area and isolate it from construction traffic. 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 pre-fabricated 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 four (4) lateral trenches, each being 2-feet wide by 50-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 trench depth for this system shall be 26 inches. Each trench shall be placed on a minimum of 8-foot on centers. 4 8653 Howard Drive 7. Once trenches are dug, the side walls shall be raked, and a light dusting of lime applied. 8. Backfill the trench with 7 inches of sand and level to grade. Once leveled, place 1 x 4 or 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. 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. 5 8653 Howard Drive 4. At this point,the manifold standpipe may be removed and replaced with a threaded plug. H. Final Landscaping 1. Final cover over the drainfield shall be at least 6 inches deep(additional soil cover may be required to achieve the 6-inch requirement). 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 LSS as soon as possible. 2. Lawn irrigation should not be placed over the drainfield area. Maintenance J. 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. 6 8653 Howard Drive Design Specifics Daily Design Flow: 360 GPD—3 bedroom house Septic Tank Size: 1,000 Gallons(minimum) Pump Tank Size: 1,000 Gallons(minimum) Pump Requirements: 28.44 GPM at 25 Feet TDH Recommended Pump: Liberty FL50 or equiv. Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: PPBPS Distribution Method: Manifold Number of Taps: 4(1/2 Inch SCH 40 Taps) Pressure Head: 2 Feet Dosing Volume: 158.40 Gallons Pump Run Time: 5.57 Minutes Number of Drainlines: 4 Drain Lines: (4)2' Wide x 50' Long Total Trench Length: 200 Linear Feet Total Number of Panels: 44 Trench Depth: 26 Inches Final Cover Requirement: 6 Inches *See attached septic layout for more details 7 PPBPS Design Worksheet File#: Tax#:461602683999 System Requirements Address:8653 Howard Drive Design Flow 360 gpd Terrell,NC LIAR 0.300 gpd/ft."2 Consultant:Larry Thompson Linear footage 400 ft.(conventional) Phone:704-301-4881 Linear footage 200 ft.(50%Reduction) Reviewed By: Design Layout Date: Laterals Length(ft) #Panels Line#1 50 11 Line#2 50 11 Line#3 50 11 Line#4 50 11 Totals 200 44 Absorption Area Length(ft) Width(ft) Area(ft^2) 200 2 400 System Pressure Head 2 ft. Value selected by system designer(must be between 2-5 ft.) Orifice Diameter 1/2 in. SCH 40 PVC taps. Flow Rate per Orifice 7.11 gpm Determined from orifice flow design table(value dependent on pressure head&orifice diameter) Total System Flow Rate 28.44 gpm Number of taps multiplied by flow rate per orifice. System Dose Volume 158.40 gal. Total number of panels required multipled by 3.6 gal./panel Pump Run Time 5.57 min. System dose volume divided by the total system flow rate Pump Tank Drawdown 7.92 in. Assumes tank volume is equal to 20 gallons per inch. Comments: 1.Install system using 2 ft.wide trenches 2.Install drainlines on 8 ft.centers,level,and on contour 3.System design requires effluent pump for distribution. T&J Panels Linear Feet #Panels 50 11 60 14 70 16 80 18 90 21 100 23 Niers 7w P jel r, • -_ It 011 tW ' i r . I - I ta'.AofiSl 1 A7Hrwoj'o 4 ,r'ac� 46' 131SINN Sid i9##Q!734 btd 'o, o • J 43 t — Clie0410A, • Z199Ic19991 pa 1, ET107401Ub i t I" i*° Melinda'NO MON t I irjr—T. ... 961607693017 t � Z1 � ''9 #QI 7C 4 '' obi _j L dm 0Ro ti 9c16az6s3999 {Y, o --�----! 1 roc $ kg ' soram= `R,t o pan 1 zand kivod / l ' T 44 1 ,' / M1 7 t 1 A "at a ,o-gt s- \ • . 3877011 . y ti -.-�f-: .• DM l -'-"-- 7O0d is ant �t —`�_.� \ \ _ -.- JA +� ,'l r LEGEND • New Well Location ti El 50-ft Well Buffer I' 'I Septic and Pump Tanks 9616031996{I — Supply Line t '�!� 'i �' 11�! 71 zoo y # s V" „r — PPBPS Drainlines �UO(1,1� —.._. f 1 ,.`1 Date: As-Built Plan September 2022 Figure ThomP+on iii Enrico menu Prepared For: Scale: wlrmt 8653 Howard Drive cl Chesley Black Terrell,NC 28682 a 15 s n TEC Job a: Catawba County 22-224 Thompson Environmental Consulting, Inc. Sheet I of f PO Box 541 PROPERTY ID II: 4/6 026439 9q Midland, NC 28107 COUNTY: at ,, SOIL/SITE EVALUATION , for ON-SITE WASTEWATER SYSTEM OWNER: I ADDRESS: i _„4- r1�O�— , rd,, ..-.-� . 26.7 DATE EVALUATED:/1• 9- 0 PROPOSED FA — PROPS)S DESIIGN FLOW"(I949); PROPERTY SIZE: '6 3 ,ate LOCATION OF SITE: 36 ',5 1-i,,,r.taq/.: c` 7j j/ �' F,rc2 PROPERTY RECORD WATER SUPPL�Private 0 Public We1I ❑Spring 0 Other EVALUATION SOD: [kAu�er Boring ❑ , 1 Pit n Cut TYPE OF WASTEWATER: Sewage ❑Industrial Process ❑Mixed •P a 0 SOIL MORPHOLOGY OTHER P (.1941) PROFILE FACTORS 1 .1940 E LANDSCAPE HORIZON POSITION/ DEPTH ,1942 PROFILE: N SLOPE% ON.) .1941 .1941 SOIL .1943 .1956 .1lW CLASS STRUCTURE! CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR & LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HOR1Z d-.5 6e/ fi::ii- � .4 IS S-'l( ' e/ 4 (----,--- - 1 7 t/t U' 5Z/‘- R/"av''ei 2 f, t , r� C-1). D- 3 - ti 4/4 ,r .,,lie L- ( ' I/I q4L- != Al',: eJte (2,---_,t.1 /, ...., qit ,- `?' 2 ti hi s l:'s. " + (`S 4 t/7 / i ;.� DESCRIPTION INIITAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): / D SOIL SN I SITE CLASSIFICATION(.194E): ► t/•S• /• : Akierrai', '4 Available Space(.1945) EAeJk . T S �r}S EVALUATED BY: r �*' 17 System Typos) -��PP'' l� OTHER(S)PRESENT: a b r 5 ` y Site LIAR �� �. �.�. COMMENTS: Er %.!- . 4-<.i.�; • 'lilts* •- Updated February 2014 _ 2F • LEGEND __ use the following standard abbreviations SOIL CONVENTIONAL LPP MINERALOGY/ LANDSCAPE POSITION GROUP TEXTURE ,I955 LTAR• ,19$7 LIAR" CONSISTENCE STILT T1IRF, CC(Concave Slope) I 5(Sand) 1.2-0.8 0 6-0.4 SEXP(Slightly Expansive) G(Single Grain) CV(Convex Slope) I.S(Loamy Sand) LXP;Expansive) M(Massive) D(Drainage Way) CR(Crumb) DS(Debris Slump) II SL(Sandy Loam) 0 8-0.6 0 4-0 3 . GR(Granular) FP(Flood Plain) L(Loam) SDK(Subangular Blocky) FS(Foot Slope) ABK(Angular Blocky) H(Heed Slope) III Si(Silt) 0 6.0 3 0 3-0 15 P1.(Platy) L(Linear Slope) SiCL(Silly Clay Loam) PR(Prismatic) N(Nose Slope) CL(Clay Loam) It(Ridge) SCL(Sandy Clay Loam) MOIST V1,F.7. S(Shoulder Slope) Sil.(Silt Loam) T(Terrace) VFR(Very Friable) NS(Non-sticky) IV SC(Sandy Clay) 0 4.0 I 0 2-0.05 FR(Friabk) SS(Slightly Sticky) SiC(Silty Clay) F)(Fins) S(Sticky) C(Clay) VFI(Very Finn v Very Sticky) VS(Very Sticky) 0(Organic) None None EFI(Extremely Firm) NP(Noll-plastic) SP(Slightly Plastic) •Adjust LTAR due to depth,consistence,structure,soil wetness,landscape,position,wastewater flow and quality P(Plastic) NOTES VP(Very Plastic) HORIZON DEPTH In inches below natural soil surface DEPTH OF FILL In inches from land surface RESTRICTIVE HORIZON Thickness and depth from land surface SAPROLITE S(suitable)or U(unsuitable) SOIL WETNESS Inches from land surface to free water or inches from land surface to soil colors with chrome 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/RI Show profile locations and other site features(dimensions,reference or benchmark,and North Updated February 2014 L Sir- /-1-vzz— IP>27 Nr STATEq'b tia �.,•,,,, ao ROY COOPER•Governor NC DEPARTMENT OF KODY H. KINSLEY•Secretary 17 �� HEALTH AND ,r�/ HUMAN SERVICES HELEN WOLSTENHOLME•Interim Deputy Secretary for Health '' ,, ., " A.'0 MARK T.BENTON•Assistant Secretary for Public Health Division of Public Health COMMON FORM FOR LICENSED SOIL SCIENTIST COVID-19 PERMIT OPTION FOR NON-ENGINEERED SYSTEMS See Instructions for Use in Appendix A Except for"Date received",this Section to be completed by the LSS in accordance with S.L.2020-97,Section 3.19 and G.S. 130A-336.2a�1 LHD USE ONLY: Initial submittal of this NOI received: `1I4— 2 by AP REC IVED Date Initials S E P 1 4 2022 PART 1: Notice of Intent to Construct(NOI)-Please check all that apply ❑� Single System or ❑ Multiple Systems AND Environmental Health ❑■ New ❑ Expansion ❑ Relocation of all or part of the Existing System ❑ Relocation of Repair Area ❑ Repair—LHD Permit Number ❑ Repair—EOP/LSS COVID 19/AOWE Permit Number 1. Facility Owner's name:(Owner,Company Name, Utility, Partnership, Individual,etc.): Chesley Black Mailing address: 503 N. Academy Street City: Lincolnton State: NC Zip: 28209 Telephone number: 704-905-6579 E-mail Address: chesleyblack@gmail.com 2. Licensed Soil Scientist(LSS)name: Larry Thompson, LSS LSS License number: 1287 Mailing address:PO Box 541 City: Midland State: NC Zip: 28107 Telephone number: 704-301-4881 E-mail Address: larry@thompsonenv.com 3. Licensed Geologist(LG)(if applicable)name: N/A License Number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 4. Proof of Errors and Omissions or other appropriate liability insurance for the following persons is attached that includes the name of the insurer, name of the insured and the effective dates of coverage: ❑■ LSS ❑ LG 5. Property location (physical address,tax parcel identification number or subdivision lot, block number of the property to be permitted): 8653 Howard Drive, Terrell, NC 28682 (Parcel: 461602683999) County Name: Catawba 6. Type of facility: ❑■ Place of residence No. Bedrooms: No. Occupants:6 ❑ Place of business Basis for flow calculation: ❑ Place of public assembly Basis for flow calculation: NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LOCA1 ION:5605 Six Forks Road, Raleigh, NC 27609 MAILING ADDRESS:1642 Mail Service Center, Raleigh,NC 27699-1642 www.ncdhhs.gov • TEI:919-707-5874 • FAX:919-845-3972 AN EQUAL OPPORTUNITY I AFFIRMATIVE ACTION EMPLOYER COVID-19 Permit Option Common Form LHD Reference: )4 I 1 L 2 7. Factors that would affect the wastewater load: Design is for domestic strength wastewater only. 8. Type and located of proposed wastewater system: Pump-to PPBPS to be located in front of the proposed house site. System type Illb. 9. Design wastewater flow: 360 gpd Design wastewater strength: ❑■ domestic ❑ high strength ❑industrial process(For industrial process wastewater,a Professional Engineer licensed in accordance with G.S.R9C shall design the on-site wastewater system.) 10. A plat as defined in G.S. 130A-334(7a) is attached: ❑Yes ❑■ No A site plan as defined in G.S. 130A-334(13a) is attached: ❑Yes ❑No 11. Location of proposed or existing wells (drinking water, irrigation,geothermal,groundwater monitoring, sampling,etc.)and any potable and non-potable water conveyance lines is indicated on attached plans and complies with 15A NCAC 18A .1950: ❑■ Yes ❑ No This is a saprolite system. ❑Yes ■❑ No 12. Evaluation(s) of soil conditions and site features in accordance with G.S. 130A-335(a1)signed and sealed by a LSS is attached: Yes ❑ No 13. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ❑Yes ❑■ NA 14. Proposed landscape,site, drainage,or soil modifications are attached: ❑Yes ❑■ NA Attestation by LSS pursuant to S.L.2020-97,Section 3.19 and G.S. 130A-336.2 Larry Thompson, LSS hereby attest that the information required to be included with Licensed Soil Scientist(Print Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State,and local laws,regulations, rules and ordinances,and that the proposed system does not require a Professional Engineer, licensed in accordance with G.S. 89C,and in accordance with 15A NCAC 18A.193 .ti-ities determined to be engineering as determined by the North Carolina Board of Examiners for n ' and rveyors. 09-07-22 Signature of Lic MTS t@ntist Date ° efseif-submittal of NO!: I, hereby submit this NOI prepared by Print Name of Owner Print Name of Licensed PE pursuant to G.S. 130A-336.1. Signature of Owner Date DHHS/EHS/OSWP—LSS C-19 COMMON FORM Updated April 2022 Page 2 of 6 L_s -7 ? COVID-19 Permit Option Common Form LHD Reference: NOTES: LIABILITY: The Department, the Department's authorized agents, or local health departments shall have no liability for wastewater systems designed, constructed, and installed pursuant to an LSS COVID-19 Permit Option[S.L.2020- 97,Section 3.19(d)and G.S. 130A-336.2(f)] RIGHT OF ENTRY: The submittal of this Notice of Intent to Construct grants right of entry to the Local Health Department and the State to the referenced property. ISSUANCE OF BUILDING PERMIT: Once the LHD deems that the Notice of Intent to Construct is complete via signature in the section below, the owner may apply to the local permitting agency for a permit for electrical, plumbing, heating, air conditioning or other construction, location, or relocation activity under any provision of general or special law pursuant to G.S. 130A-338. DHHS/EHS/OSWP—LSS C-19 COMMON FORM Updated April 2022 Page 3 of 6 COVID-19 Permit Option Common Form LHD Reference: wJY r (UD5'2- r This section far Local Health Department use only. PART 2: LHD Completeness Review of the Notice of Intent to Construct "(c) Completeness Review for Notice of intent to Construct.—The local health department shall determine whether the notice of intent to construct required pursuant to subsection(b)of this section is complete within five business days after receiving the notice of intent to construct.A determination of completeness means that the notice of intent to construct includes all of the required components.if the local health department determines that the notice of intent to construct is incomplete,the local health department shall notify the owner and list the information needed to complete the notice. The owner may then submit additional information to the local health department to cure the deficiencies in the initial notice.The local health department shall make a final determination as to whether the notice of intent to construct is complete within five business days after the department receives the additional information. If the local health department fails to act within any time period set out in this subsection,the owner may treat the failure to act as a determination of completeness. The owner shall be able to apply for the building permit for the project upon the decision of completeness of the notice of intent by the local health department or if the local health department fails to act within the five business day time period." The review for completeness of this Notice of Intent was conducted in accordance with G.S. 130A-336.2(c). This NOI is determined to be: ❑ INCOMPLETE(If box is checked,Information in this section is required.) Based upon review of information submitted in Part 1,the following items are missing: Copies of this form listing missing items were sent to the LSS and the Owner on Dote via with directions to re-submit missing items using Page 5 of this form. Email,FAX,LISPS,hand-delivered Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Date COMPLETE(If box is checked,information in this section is required.) Based upon review of information submitted in Part 1 of this form,this NOI is deemed COMPLETE. L Copies of this signed form were sent to the LSS and the Owner on I`g"+F2via Date Email,FAX,USPS,hand-delivered A copy of this NOI and tracking information was sent to the State on via f On,t(pf- Date Email,FAX,DLIISPS,hand-delivered Tit t l 4hi / / '�"!g'Z Z Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Date OHHS/EHS/OSWP—LSS C-19 COMMON FORM Updated April2022 Page 4 of 6 `s-`-0-- 9- 2 2COVID-19 Permit Option Common Form LHD Reference: 2 2 - Re-submittal of NOI with missing items included This Section is for use by owner to submit items noted as missing during LHD Completeness Review above. Resubmittals must be accompanied by a cover letter from the 155. LHD USE ONLY: This NOI resubmittal received: by Date Initials Item N from initial NOI Resubmittal description Attestation by LSS pursuant to S.L.2020-97,Section 3.19 hereby attest that the information required to be included with Licensed Soil Scientist(Print Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State,and local laws,regulations, rules,and ordinances. Signature of Licensed Soil Scientist Date The section below is for Local Health Department use after submittal of items noted as missing above. LHD Follow-up Completeness Review of Notice of Intent to Construct This follow-up review for completeness of this Notice and Intent was conducted in accordance with G.S. 130A- 336.2(c). This NOI is determined to be: ❑ INCOMPLETE Based upon review of information submitted in the RESUBMITTAL above,this Notice of Intent remains INCOMPETE because the following items from Part 1 of this form remain missing: Copies of this signed form were sent to the LSS and the Owner on via Date Email,FAX,LISPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ❑ COMPLETE Based upon review of information submitted in the RESUBMITTAL above in addition to information provided in Part 1 of this form,this NOI is deemed complete. Copies of this signed form were sent to the LSS and the Owner on via Date Email,FAX,LISPS,Hand-delivered A complete copy of this form with tracking information was sent to the State: via Date Email,FAX,LISPS,hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date DHHS/EHS/OSWP—LSS C-19 COMMON FORM Updated April 2022 Page 5 of 6 COVID-19 Permit Option Common Form LHD Reference: PART 3: Authorization to Operate(ATO) Except for date received,the Section below is to be completed by the Owner. LHD USE ONLY: Initial submittal of request for ATO received: by Date Initials Date of Post-construction Conference: The following items are included in this submittal for an Authorization to Operate under an LSS COVID-19 permit: 1. Signed and sealed copy of the LSS's report that includes the information in G.S. 130A-336.2(k) ❑Yes ❑ No 2. Operation and management program ❑Yes El No 3. Fee (as applicable) ❑Yes ❑ No 4. Notarized letter documenting Owner's acceptance of the system from the LSS ❑Yes ❑ No 5. On-site Wastewater Contractor name: License number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 6. Proof of Errors and Omissions or other appropriate liability insurance for the On-site Wastewater Contractor is attached and includes the name of the insurer, name of the insured,and the effective dates of coverage. ❑Yes ❑ No Attestation by the Owner for Authorization to Operate hereby attest that all items indicated above have been provided to the Print name of Owner County LHD and the system shall meet applicable federal,State,and local laws, regulations, rules,and ordinances. Signature of Owner Date This section for LHD Use Only. LHD Review of required information for the ATO ❑ INCOMPLETE Based upon review of information submitted in the Section above,the following items are missing from the information required for an Authorization to Operate for an LSS COVID-19 permit: Copies of this signed form were sent to the LSS and the Owner on via Date Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ❑ COMPLETE Based upon review of information submitted in the Section above,this Authorization to Operate is hereby issued in accordance with G.S. 130A-336.2(m). A copy of this complete NOl/ATO with tracking information was sent to the State on via Date Cm oil,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ISSUANCE OF CERTIFICATE OF OCCUPANCY: Once the LHD determines completeness based upon the ATO submission,the owner may apply to the local permitting agency for permanent electrical service to a residence,place of business or place of public assembly pursuant to G.S.130A-339. DHHS/EHS/OSWP—LSS C-19 COMMON FORM Updated April 2022 Page 6 of 6 Residential Subsurface Wastewater Treatment and Disposal System COVID-19 Proposal for 8653 Howard Drive Terrell, NC 28682 Tax Parcel # 461602683999 November 20, 2021 Prepared for: tip SOIL se/� 1H044,0 Chesley Black ,�Ipo F', : f F � ' oa 503 N. Academy Street 1��Lincolnton NC 28209 704-905-6579 , 1�87 � Mxrna C Prepared by: Larry Thompson, REHS, LSS o``�-C�'''• !F. 04''�., Thompson Environmental Consulting, Inc. _�•���p4:•��G�sTERo•.��,�'�.�� PO Box 541 ' SEAL Midland, NC 28107-0541 r 1208 Q • F. Phone: 704-301-4881 =q,A:•-k :- info@thompsonenv.com '•j �4t •HEAD .••• 8653 Howard Drive The property owner and builder must assure that the driveway and all utilities are routed around the proposed septic drainfield and septic drainfield repair area. These areas must be protected from traffic and any farm of encroachment. It is recommended that the drainfield area be fenced off with orange barrier fencing. Septic installer must be preapproved by Thompson Environmental Consulting, Inc. Details Mr. Chesley Black has contracted with Thompson Environmental Consulting, Inc. (TEC) to develop a revised proposal for an on-site wastewater treatment and disposal system that would serve the 3-bedroom single family residence to be located at 8653 Howard Drive, Terrell, North Carolina. The plat for this subdivision was recorded with the Catawba County Register of Deeds Office on September 25, 1963 and would be considered "repair exempt" per 15A NCAC l8A .1945 AVAILABLE SPACE. Based upon an investigation performed by TEC it was determined that a sufficient amount of"Provisionally Suitable" Group IV soils is available on this property for the installation of a Pump-To Prefabricated Permeable Block Panel System at a 0.3 GPD/sq/ft long- term acceptance rate(LTAR). The property will be served by a private well. The enclosed Licensed Soil Scientist Evaluation is being submitted pursuant to and meets the requirements of SL 2020-97 Section 3.19. Mr. Black would like to request that Catawba County Environmental Health (CCEH) issue the appropriate permits for a subsurface wastewater treatment and disposal system based upon the enclosed LSS COVID-19 permit option. Location From Newton, take NC-16 S. to NC-150. Turn left onto NC-150, right onto Kiser Island Road, and left onto Howard Drive. Lot is located on the right. 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, July 2016. 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 SC Professional Soil Classifier No. 111 NC Subsurface Septic System Operator No. 22199 2 8653 Howard Drive NC Grade IV Wastewater System Installer No. 1762 NC Certified Wastewater System Inspector No. 17621 Plans and Specifications A. Septic Tank 1. The septic tank shall be State approved (Section .1953 of I5A NCAC 18A), watertight, structurally sound, and 1,000 gallons in capacity. 2. The septic tank will be fitted with an approved effluent filter and riser for easy access and periodic maintenance. 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. Floats,pump and control circuits,and the control panel shall meet the requirements of Rule .1952(c). Panel and control equipment shall include lightning protection, be protected from unauthorized access, and remain accessible at all times to the system operator. 5. The pump and alarm controls shall be provided with manual circuit disconnects within a watertight, corrosion resistant, Nema 4x rated control panel. The control panel must be securely mounted outside, adjacent to the pump tank riser and at a minimum of 12 inches above finished grade. 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. 6. Float switch tie downs must be made of a corrosion resistant material (per OWPS, all metal in the tanks shall be stainless steel). Floats should be mounted on a separate"float tree"rather than the pump supply line (see pump tank detail). 7. 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. 3 8653 Howard Drive C. Pipes and Fittings 1. All discharge piping, connectors and supply lines should be made of SCH 40 PVC. 2. All joints must be properly"welded"utilizing the appropriate PVC cement for each application. 3. The supply line will be approximately 205 feet long. D. Distribution Method—Pressure Manifold 1. A pressure manifold shall be used to distribute wastewater to five 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 4 taps (1/2-inch SCH. 40 PVC - direct thread or saddle). 6. Each tap to have a true union ball valve that will allow for future removal/replacement. 7. 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. Once this area has been approved by the county, the property owner/builder should mark this area and isolate it from construction traffic. 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 pre-fabricated 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 four (4) lateral trenches, each being 2-feet wide by 50-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 trench depth for this system shall be 26 inches. Each trench shall be placed on a minimum of 8-foot on centers. 4 8653 Howard Drive 7. Once trenches are dug, the side walls shall be raked, and a light dusting of lime applied. 8. Backfill the trench with 7 inches of sand and level to grade. Once leveled, place 1 x 4 or 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. 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. 5 8653 Howard Drive 4. At this point, the manifold standpipe may be removed and replaced with a threaded plug. H. Final Landscaping 1. Final cover over the drainfield shall be at least 6 inches deep (additional soil cover may be required to achieve the 6-inch requirement). 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 LSS as soon as possible. 2. Lawn irrigation should not be placed over the drainfield area. Maintenance J. 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. 6 8653 Howard Drive Design Specifics Daily Design Flow: 360 GPD—3 bedroom house Septic Tank Size: 1,000 Gallons(minimum) Pump Tank Size: 1,000 Gallons(minimum) Pump Requirements: 28.44 GPM at 25 Feet TDH Recommended Pump: Liberty FL50 or equiv. Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: PPBPS Distribution Method: Manifold Number of Taps: 4(1/2 Inch SCH 40 Taps) Pressure Head: 2 Feet Dosing Volume: 158.40 Gallons Pump Run Time: 5.57 Minutes Number of Drainlines: 4 Drain Lines: (4) 2' Wide x 50' Long Total Trench Length: 200 Linear Feet Total Number of Panels: 44 Trench Depth: 26 Inches Final Cover Requirement: 6 Inches *See attached septic layout for more details 7 PPBPS Design Worksheet File#: Tax#:461602683999 System Requirements Address:8653 Howard Drive Design Flow 360 gpd Terrell,NC LIAR 0.300 gpolft.^2 Consultant:Larry Thompson Linear footage 400 ft.(conventional) Phone:704-301-4881 Linear footage 200 ft.(50%Reduction) Reviewed By: Design Layout Date: Laterals Length(ft) #Panels Line#1 50 11 Line#2 50 11 Line#3 50 11 Line#4 50 11 Totals 200 44 Absorption Area Length(ft) Width(ft) Area(ft^2) 200 2 400 System Pressure Head 2 ft. Value selected by system designer(must be between 2-5 ft.) Orifice Diameter 1/2 in. SCH 40 PVC taps. Flow Rate per Orifice 7.11 gpm Determined from orifice flow design table(value dependent on pressure head&orifice diameter) Total System Flow Rate 28.44 gpm Number of taps multiplied by flow rate per orifice. System Dose Volume 158.40 gal. Total number of panels required multipled by 3.6 gal/panel Pump Run Time 5.57 min. System dose volume divided by the total system flow rate Pump Tank Drawdown 7.92 in. Assumes tank volume is equal to 20 gallons per Inch. Comments: 1.Install system using 2 ft.wide trenches 2.Install drainlines on 8 ft.centers,level,and on contour 3.System design requires effluent pump for distribution. T&J Panels Linear Feet #Panels 50 11 60 14 70 16 80 18 90 21 100 23 tf- ... ,8,. `- --------_ ^___c_ .- 11 ``p9 9 • • #01 751,11141 f Zo) e!a •rO, O'14 8oi Z' SST! 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CRY✓ * 1 'i 1 tit i a 74 i t aai .•o t4 1, irr i I : 0 1 ..•.'"‘.".!,,.v ' alA C#A____-1:-.1 -E _ � - i id � Ow — {LSLdial kiti � Al 1 n == "�Fppi Vr�Fj�j//yyy� R -_. _ i-•�^ A',ilVie �.-_.-- 'L- - ►iWi�yy flo?d ti _ LEGEND ~`"-1 -- __ • New Well Location ,� 0 50-ft Well Buffer Eli Septic and Pump Tanks 461603149641 I — Supply Line ,00ar icw. s `'7 I — PPBPS Drainlines COOM -- Gate: Proposed Septic Layout September 2022 F'g`3r`" Thompson Environment° Prepared For: ti '' ■ 1 .11111 onsulting 8653 Howard Drive 1 Chesley Black Terrell,NC 28682 'c3° 11 TEC Job#: Catawba County 22-224 __ n, S •• s T se (den pepaoses sag) '00 _ _• aorod 0 4m;r 0409a00 - _ •0•g uoTutooUTT t0•ZTu00 uo •UTT aoTsr ao[oaadg-.! 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'es sn3Nossry 1 servo* 3uTes IT {�wimlow} Realm, p/sTJ SantosaaVOS A1H10OYCrAt•JY] us c_nl.a oi. ours pus yo4SaoaanS uosl urup ,sr deli •Ts% %Ds; R1T4a90 oT 9T 914.E DIdld1f0D32! bOj cj O dd11 'd8i 33:JN0 •.W1 oar---..I S'TmoS mango .timia1D _ 71TCION'D IW9011 .NvwaON 1)1V-1,. • ^•9� 7 'N N1AN 34 ' ,HIr rnJ` '� ww 'OH d a�Jb'MOH S3 W Vf • L. ��;�s,� )"/ j`y i a o e - 6 8%6/ '�. -,zdas "'o ' AO d d W ( /` 4,• , l.,A, WAObJdv 1I3H1 JIOJ 583NO:a;IRVJ03 AINn0]01 a3aN3WWJNJ A \, \ ; ' ` 60 ^ 2 ' ..,� p OU6uluus=drtiunopegrne(eD 4wM7 p..nr3 ro_� 7011-LN 1 �1 •" ,11 _` - c�m� o o_ .A..r.\ �8 -•\ JU,.J ne+ wo r.Doom ra w+•n•a_» w� ti "k •a I ] '' ,, 0£�sa 30i.r Qs '••.e' ��7./0' ti .� "// '1990ths it 410i1STI3 � ° o0 TiR4C � �` �� • rt O � q �pVwuon Ka in W 0 on N rNwIN+I 34 / a hI ,� o ✓- o;• Mb4-EN ..�v+ 0¢i A IWArJ•ttJ11011v9HIMCN o 43' q o • S , Ji Ti D �+ i Y • A. T / t� .oz..,—A t- O. l h : : C r. 1- ' • h / 4! (yI. 41 �i .s�� rA� u 0 ' .� / :,0 � sP' p' l 4A / 4?AZAVo '4 ./ / _•'m• � J . NJ ' i_r • -a"eGlyZ�.-o v -fitAtt a w 6% _t�✓t/55' nyov •b 0 'c.t..> v\ o, 4 IlI P. d n ' 1 .+v �` G/ r- l•J / 470z tea- _ ,-F'} 7 3 M625H. f O c o Ja ys`?.• �'•-ro ., ns 0,>r 4.Qi 41 W 6 J1 , 0 0 O •a - • N I"0 `r •2 zs, �o�aJyNo9 osJ-/ 1 c3 0 our _ a ooi ,o srr os_i r ( •_ ---1.\ NI�i-a s_ o-oo ----�- •b s o s Thompson Environmental Consulting,Inc. Sheet I. of/ PO Box 541 PROPERTY ID#: 17GI6 6 3 r'9 Midland,NC 28107 COUNTY: (G f Gu.JA__ SOIL/SITE EVALUATION // for ON-SITE WASTEWATER SYSTEM OWNER: inli!C�, /1� ADDRESS: r '- l�=21 P.''-',_ • -�i� 67,��G7 DATE EVALUATED: // %- Z I PROPOSED FACILITY: i- PROPOs DESIGN FLOW(.1949):$ I PROPERTY SIZE: 0.6 ,�, LOCATION OF SITE: 0,6�3 ,L1(,tAiGv F c 'y.�/. %fir 4t- 2_ PROPERTY RECORDED: WATER SUPPLY: APrivate D Public ,i Well D Spring D Other EVALUATION METHOD: [,Auger Boring 0 Pit 0 Cut TYPE OF WASTEWATER: Al Sewage ❑Industrial Process [1]Mixed • • . • P o SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS 1 .1940 E LANDSCAPE HORIZON POSITION! DEPTH PROFILE .1942 t SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE! WETNESS/ SOIL SA PRO RESTR &LTAR TEXTURE// / MINERALOGY COLOR DEPTH CLASS HORIZ 1)-J (/L /L ,.,! I /i r�",V. 45 2 1 I� ...--"--- er„..., L, f 0 (r 3:CI L-( ;t- � r -(' r 1--,)2 r ��: � `" � y 7. D3 • - Li '_-:-', .Z.f_. if. , ,:,, x;( 3t tj'r / / � / D•3 O - 17 -.'6; / Feh5;vt-ww.' „-- V,* j%ai iG i' , ,,,-, ie5 4 - � G/ i DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): ` SITE CLASSIFICATION(.1948): (/:'t)I S/2).r11.(k t Available Space(.1945) � - X (( ,/ ' EVALUATED BY: I G-t.f rt.+� {�l\„"(. n t'� S System Type(s) r"( (,'J{✓` i OTHER(S)PRESENT: -, Site LTAR O `a/ COMMENTS: Updated February 2014 LEGEND use the following standard abbreviations SOIL CONVENTIONAL [PP MINERALOGY/ LANDSCAPE POSITION GROUP TEXTURE ,1955 LTAR" ,I957 LTAR• CONSISTENCE STRUCTURE CC(Concave Slope) I S(Sand) 1.2-0 8 0 6.0 4 SEXP(Slightly Expansive) G(Single Grain) CV(Convex Slope) ES(Loamy Sand) EXP I Expansive) M(Massive) D(Drainage Way) CR(Crumb) DS(Debns Slump) II SL(Sandy Loam) 0.8-0.6 0 4•0.3 GR(Granular) FP(Flood Plain) I.(Loam 1 SBK(Subanguler Blocky) FS(Fool Slope) ARK(Angular Blocky) H(Head Slope) III Si(Silt) 06.0.3 0.3•0.15 PI.(Platy) 1.(Linear Slope) SiCL(Silty Clay Loam) PR(Prismatic) N(Nose Slope) CL(Clay Loam) R(Ridge) SCL(Sandy Clay Loam) MOIST; S(Shoulder Slope) Sil.(Silt Loam) T(Terrace) VFR(VetyFnable) NSINon•sticky) IV SC(Sandy Clay) 0 4-0 I 0 2-0.05 FR(Friable) SS(Slightly Sticky) SiC(Silty Clay) Fl(Firm) S ISncky) C(Clay) VFI(Very Firm v.Very Sticky) VS(Very Sticky) O(Organic) None Norm Ell(Extremely Firm) NP(Nan-plastic) SP(Slightly Plastic) Adjust LTAR due to depth,consistence,structure,soil wetness,landscape,position,wastewater flow and quality P I Plastic I NOTES VP(Very Plastic) HORIZON DEPTH In inches below natural soil surface DEPTH OF FILL In inches from land surface RESTRICTIVE HORIZON Thickness and depth from land surface SAPROLITE S(suitable)or U(unsuitable) SOIL WETNESS Inches from land surface in free water or inches from land surface to soil colors with chrome 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(LIAR):gal/day/ill Show profile locations and other site features(dimensions,reference or benchmark,and North). ____- , / > c t r-S r 1 1•- --1-- Updated February 2014 Thompson Environmental Consulting, Inc Tax 11)Number: 461602683999 PO I3ox 541 Location: 8653 Howard Drive Midland, NC 28107-054I Dale: November 21,2021 g sa ..... 3 I.• cg 4 Ao a ...:1 F. vr � • . . A 6N V 1 a s O I .a. o y J_ � w 1 'hi I ' cn .-1 ro 4 _ C ,N • cv -it) T . _ y - - i . . mil (-) u b l - o ,4 1 . o x b i • Y ' x V > ax P. • u 2 d • F R• to • 1 �. A . d a I N '� a- •P ' d w�C i. U - •....—) ..,:-.• .r A o a. a • o F . a t a a 1-, .a .Na ya - u M v .14-.. ri ij LbjyPumps '!!�-- ri Pump Specifications ���xi FL5O Series 1 /2 hp � —`!ikii,; a oA7j, Submersible Effluent Pump II tail I■ Flow(Liters Per Minute) 0 38 76 114 151 189 227 265 303 341 379 60 t I I I I I I I I l 18 50 15 40 - 12 N a, , a, aii u. 30 9 2 m a x af,, x 20 .I— _ - 6 10 — -- — 3 0 -. --i I t I I I I I 1 I 0 0 10 20 30 40 50 60 70 80 90 100 Flow(GPM) FLSO_PI RI2/20/2012 t7Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. • I I : FL50-Series Dimensional Data 11.2in 285mm I 111t. ; ...,0 7.0in i'I "179mm] I :\ ��: �II- �� 1 1/2" NPT DISCHARGE FLANGE Ill `. 7 �1111.., IIIPJA �1 WHENONAL 2" NPT FLANGE IS REMOVED) T R3.4in 87mm] ii I IIII11 ,,m�►. �II� i►im� • ... ��' `ice 1 1 16.4in 1 i [417mm] --I`�I . ■ �'lll [325mm —1211 h 4' lgl t 1_� Ii IN M. ElMil LI En UM .��r�r� ■1• Eiiiimimin ! � r 4.6in J. t_. ��] 7_ — u...._._...[ 1 18mm.' 1 15V CORD ASSEMBLY 230V CORD ASSEMBLY AND PIGGY BACK SWITCH AND PIGGY BACK SWITCH PROPmNTAtY AND CONFIDENTIAL FL 50 SERIES DIMENSIONAL THE NIORMAIION CONTAINED N TH6 DRAW NO 6 THE SOLE PROPERTY OF LIBERTY PUMPS NC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF LIE NOV 29/2012 �Av LBERTY PUMPS NC.6 PROHIBITED. A I"1 APPLICATION DO NOT SCALE DRAWING - suLE:a 'WEIGHT: 57 LBS IsHmlaE FL5O_P2 RI2/20/2012 T?Copylight 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. libgi FL50-Series Electrical Data FULL LOCKED THERMAL STATOR CORD MODEL HP VOLTAGE PHASE LOAD ROTOR OVERLOAD WINDING LENGTH DISCHARGE AUTOMATIC WGT. AMPS AMPS TEMP CLASS FT FL51A 1/2 115 1 12 48.6 120°C 248"F B 10 1 'A OR 2' YES 53 lbs. FL51A-2 1/2 115 1 12 48.6 120"C 248'F B 25 1 'A OR 2" YES 55 lbs. FL51A-3 1/2 115 1 12 48.6 120°C 248'F B 35 1 'A OR 2" YES 58 lbs. FL51 M 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 'A OR 2" NO 53 lbs. FL51M-3 1/2 115 1 12 48.6 120°C 248'F B 35 1 'A 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 '/A OR 2" YES 55 lbs. FL52A-3 1/2 208-230 1 6.5 24.1 120°C 248T B 35 1 'A OR 2" YES 58 lbs. FL52M 1/2 208-230 1 6.5 24.1 120°C 248°F B 10 1 'A OR 2" NO 52 lbs. FL52M-2 1/2 208-230 1 6.5 24.1 120'C 248°F B 25 1 'A OR 2" NO 53 lbs. FL52M-3 1/2 208-230 1 6.5 24.1 120°C 248°F B 35 1 'A OR 2" NO 55 lbs. FL50-Series Technical Data IMPELLER MULTI-VANE CAST IRON PAINT POWDER COAT SOLIDS HANDLING 3hn 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)orSEOOW(3-PH), or SJOOW(35'—1 PH) 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 FL50_P3 R 12/20/2012 (Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. phetli 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 on/off 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-ring.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'—1PH),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 electricity 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. FLSO_P4 R I2/20/2012 tt2Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. 6.01 BEARINGS AND SHAFT Upper and lower ball bearings shall be required.The bearings shall be a single ball/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 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 P L50_1'5 RI 2!20/2012 +'Copyright 201 2 I.iberty Pumps Inc. All rights reserved. Specifications subject to change without notice. 14.01 TESTING The pump shall have a ground continuity check and the motor chamber shall be Hi-potted to test for electrical integrity,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. Specifications subject to change without notice. lag* 1 • Tax ID Number: 461602683999 Thompson Environmental Consulting, Inc. PO Box 541 Location: 8653 Howard Drive Midland, NC 28107-0541 Date: November 21,2021 Recommended Pressure Manifold Design (Number of Taps May Vary) Top-direct thread or saddle Clemson! 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