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EOP-09-2022-181398.TIF
Julia English From: Robert Phelps Sent: Tuesday, October 3, 2023 10:30 AM To: Julia English Subject: FW: LSS Recusal Robbie Phelps, REHS Environmental Health Supervisor, OSWP Division 25 Government Drive, Newton, NC 28658 (828)320-3077 cell https://www.catawbacountync.gov/county-services/environmental-health/ CI Catawba county 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. From: David DeCaron [mailto:ddecaron@pdapa.com] Sent:Tuesday, September 12, 2023 3:47 PM To: Robert Phelps<RPhelps@CatawbaCountyNC.gov>; Megen McBride <MMcBride@CatawbaCountyNC.gov> Cc: Donald Munday<dmunday@pdapa.com>; Miranda Stamper<info@stampersoilservices.com>;Jim Bond <jimbond555@gmail.com> Subject: RE: LSS Recusal This is an external email. Please be cautious before clicking any links or attachments. If you have questions about this email, please send them to suspiciousemail@catawbacountync.gov Robbie, you are correct and that is the intent. David DeCaron Piedmont Design Associates, P.A. 125 East Plaza Drive, Suite 101 Mooresville, NC 28115 Phone 704-664-7888 Email: ddecaronpdapa.com NCBELS License No. C-1007 From: Robert Phelps<RPhelps@CatawbaCountyNC.gov> Sent:Tuesday, September 12, 2023 3:39 PM To: David DeCaron <ddecaron@pdapa.com>; Megen McBride<MMcBride@CatawbaCountyNC.gov> Cc: Donald Munday<dmunday@pdapa.com>; Miranda Stamper<info@stamr ersoilservices.com>;Jim Bond <jimbond555@gmail.com> Subject: RE: LSS Recusal 1 David/ Miranda Based on the emails below Catawba County Environmental Health will consider the EOP permit(EOP-09-2022-181398) for 5087 Lakeview Circle revoked. The owners will need a new septic permit of some type to obtain the future building permit. If I have misunderstood the intent of the emails please let me know. Thank you Robbie Phelps, REHS Environmental Health Supervisor, OSWP Division 25 Government Drive, Newton, NC 28658 (828)320-3077 cell https://www.catawbacountync.gov/county-services/environmental-health/ ® catawba county 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. From: David DeCaron [mailto:ddecaron@pdapa.com] Sent:Wednesday, September 6, 2023 11:25 AM To: Robert Phelps<RPhelps@CatawbaCountvNC.l;ov>; Megen McBride<MMcBride@CatawbaCountyNC.gov> Cc: Donald Munday<dmunday@pdapa.com>; Miranda Stamper<info@stampersoilservices.com>;Jim Bond <jimbond555@gmail.com> Subject: FW: LSS Recusal This is an external email. Please be cautious before clicking any links or attachments. If you have questions about this email, please send them to suspiciousemail@catawbacountync.gov Robbie/Megan, We would like to retract the attached NOI for 5087 Lakeview Circle in Sherrills Ford and void the permit. See statement below from LSS. I have included the owner and LSS on this email as well. Please respond to all and send a copy of the NOI voided when you have a moment. Thank you in advance for your help with this. David DeCaron Piedmont Design Associates, P.A. 125 East Plaza Drive, Suite 101 Mooresville, NC 28115 Phone 704-664-7888 Email: ddecaron@pdapa.com NCBELS License No. C-1007 From: Miranda Stamper<info@stampersoilservices.com> Sent: Wednesday, September 6, 2023 9:53 AM To: jimbond555@gmail.com Cc: michael.benfield@yardsbyboss.com; David DeCaron <ddecaron@pdapa.com> JI Subject: LSS Recusal 2 Hello, I, Miranda Stamper, NC Licensed Soil Scientist#1258 would like to recuse myself as the LSS for the 5087 Lakeview Circle Project in Sherrills Ford, Catawba County, NC. It is my understanding that Piedmont Design Associates in Mooresville, NC will be withdrawing the EOP permit issued by Catawba County for the septic system for this project. Please remove my name and my company from the current permit as the LSS. Thank you, Miranda Stamper 3 r `P_ 09— ,0 .1. 1 o i - , 1 ele STATE,;', row?,, ROY COOPER • Governor hP 4 R ...'�`$ NC DEPARTMENT OF KODY H. KINSLEY• Secretary )1 HEALTH AND f, �� HELEN WOLSTENHOLME• Interim Deputy Secretary for Health °� ,� HUMAN SERVICES '^•�_°" MARK T. BENTON •Assistant SecretREClEIVED Division of Public Health COMMON FORM FOR ENGINEERED OPTION PERMIT SEP 1 3 2022 See Instructions for Use in Appendix A Except for"Date received",this Section to be completed by the Professional Engineer licensed in acetcginenyaredliffiarth LHD USE ONLY: Initial submittal of this NOI received: '1-1 /" 2 1- by NIA A Dote Initials PART 1:Notice of Intent to Construct(NOI)-Please check all that apply ❑X Single System or ❑ Multiple Systems AND E 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.): Jim and Debby Bond Mailing address: PO Box 1356 City: Cornelius State: NC Zip: 28031 Telephone number: 609-709-5775 E-mail Address: jimbond555@gmail.com 2. Professional Engineer(PE) name: Donald Munday License number: 17327 Mailing address: 125 East Plaza Drive,Suite 101 City: Mooresville State: NC Zip: 28115 Telephone number: 704-664-7888 E-mail Address: dmunday@pdapa.com 3. Licensed Soil Scientist(LSS) name: Miranda Stamper License number: 1258 Mailing address: 4115 Highland Pointe Rd City: Unionville State: NC Zip: 28110 Telephone number: 919-815-3997 E-mail Address: miranda.s@yardsbyboss.com 4. Licensed Geologist(LG) (if applicable)name: License number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 5. On-Site Wastewater Contractor name: Jarrid Lentz License number: 3360 Mailing address: 436 Lentz Road City: Statesville State: NC Zip: 28625 Telephone number: 980-319-1014 E-mail Address: office@lentzwastewater.com 6. 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: ® PE ❑X LSS ❑ LG ❑X On-site Wastewater Contractor NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LOCATION:5605 Six Forks Road,Raleigh, NC 27609 MAILING ADDRESS:1642 Mail Service Center, Raleigh, NC 27699-1642 www.ncdhhs.gov • TEL:919-707-5874 • FAX:919-845-3972 AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER I ��4)P-D`� 2riL2- Engineer Option Permit Common Form LHD Reference: � _ i0( 7. Property location (physical address,tax,parcel idlentification number or subdivision lot, block number of the property to be permitted): 5087 Lakeview Circle, Sherrills Ford, NC County Name: Catawba 8. Type of facility: ❑X Place of residence No. Bedrooms: 4 No.Occupants: 8 ❑ Place of business Basis for flow calculation: ❑ Place of public assembly Basis for flow calculation: 9. Factors that would affect the wastewater load: No more than 2 persons per bedroom, use of garbage disposal is not recommended.No water softener backwash,so condensate discharge,no cleaning solutions or pharmaceuticals into waste stream. 10. Type and location of proposed wastewater system: Low Pressure T&J Panel with 100% repair. Repair requires TS-II Advanced Treatment 11. Design wastewater flow: 480 gpd(For flow>3,000 gpd and industrial process,duplicate plans shall be sent to the State.) Design wastewater strength: X❑ domestic ❑ high strength ❑ industrial process 12. A plat as defined in G.S. 130A-334(7a) is attached: X❑Yes ❑ No 13. 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: X❑Yes ❑ No This is a saprolite system. ❑Yes X❑ No 14. Evaluation(s)of soil conditions and site features in accordance with G.S. 130A-335(a1)signed and sealed by a LSS is attached: ❑X Yes ❑ No 15. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ['Yes ❑X NA 16. Proposed landscape,site, drainage, or soil modifications are attached: ❑Yes ❑X NA Attestation by Professional Engineer licensed in North Carolina pursuant to G.S.89C Donald L. Munday, PE hereby attest that the information required to be included with Registered Professional Engineer(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 in accordance with G.S. 130A-336-.1(e)(6). Dghtlry sq+ee by DOale L Mueay Donald L.Munday DND.Us.E-ann,oJc�oeaqu com. O: e:'Neaigna„�a,,va' 09/12/2022 DN.Donale9 Meneay D+e�'2002 in 11 19011941400 Signature of Licensed Professional Engineer Date SEAL 17327 tvIK QP,� ///,'lt Li To,\?`\\\ DHHS/EHS/OSWP—EOP COMMON FORM Updated April 2022 Page 2 of 6 Engineer Option Permit Common Form LHD Reference: �L L)f!- L�y_ 1 C12 2-)f( 1`1J' This section is for Owner use to either designate PE as their legal representative or to self-submit the NOI. Designation of Registered Professional Engineer as legal representative of Owner for this Notice of Intent: I, Jim Bond hereby designate Donald L. Munday, PE Print Name of Owner Print Name of Registered Professional Engineer as my legal representati e for purposes of this Notice of Intent pursuant to G.S, 130A-336.1. , • 7,„„d,--- 3,,,,,,,.a.,_,s 4,,,, Si nature of Owner Date Owner self-submittal of NOI: 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 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 Engineer Option Permit(G.S. 130A- 336.1(f)J 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/ENS/OSWP-EOP COMMON FORM Updated April 2022 Page 3 of 6 Engineer Option Permit Common Form LHD Reference: +—^q ,l 39 This section for 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 a notice of intent to construct,as required pursuont subsection(b)of this section,is complete within 15 business days after the local health department receives 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 department shall notify the owner or the professional engineer of the components needed to complete the notice. The owner or professional engineer may submit additional information to the department to cure the deficiencies in the notice. The local health department shall make a final determination as to whether the notice of intent to construct is complete within 10 business days after the department receives the additional information from the owner or professional engineer. If the department fails to act within any time period set out in this subsection, the owner or professional engineer may treat the failure to act as a determination of completeness." The review for completeness of this Notice of Intent was conducted in accordance with G.S. 130A-336.1(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 design PE and the Owner on Date via with directions to re-submit missing items using Page 5 of this form. Email,FAX,USPS,hand-delivered Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Date id 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. Copies of this signed form were sent to the design PE and the Owner on t' .�q �l/via 1�r"'�° Date Email,FAX,USPS,hand-delivered A copy of this NOI and tracking information was sent to the State on via Date Email,FAX,USPS,hand-delivered Print Name of Authorized A4 nt of the LHD Signature of Authorized Agent of the LHD Date DHHS/FHS/OSWP—FOP COMMON FORM Updated April 2022 Page 4 of 5 Engineer Option Permit Common Form LHD Reference: I'L)O2- Otl' ?On 13 'M • Re-submittal of NOI with missing items included This Section is for use by the owner or PE to submh items noted as missing during LHD Completeness Review above. Resubmittals must be accompanied by a cover letter from the PE. LHD USE ONLY: This NOI resubmittal received: __ by Date initials Item#from initial NOI Resubmittal description Attestation by Professional Engineer licensed in North Carolina pursuant to G.S.89C I, hereby attest that the information re-submitted for this Notice of Licensed Professional Engineer(Print Name) 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 in accordance with G.S. 130A-336- .1(e)(6). Signature of Licensed Professional Engineer 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- 336.1(c). This NO1 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 design PE 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 PE and the Owner on via Dote 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/05WP—EDP COMMON FORM Updated April 2022 Page 5 of 6 Engineer Option Permit Common Form LHD Reference: FOP. V�-2�� i 3��� PART 3: Authorization to Operate(ATO) Except for date received,the Section below is to be completed by the Owner or the PE. LHD USE ONLY: Initial submittal of request for ATO received: by Date Initials Date of Post-construction Conference: Post-construction Conference waived in accordance with G.S. 130A-336.1(j): T he following items are included in this submittal for an Authorization to Operate under an EOP: 1. Signed and sealed copy of the Engineer's report that includes the information in G.S. 130A-336.1(k)(1)and 15A NCAC 18A.1971(f) ❑Yes ❑ No 2. Operation and management program and ORC contract, if applicable ❑Yes ❑ No 3. Fee (as applicable) ❑Yes ❑ No 4. Notarized letter documenting Owner's acceptance of the system from the PE ['Yes ❑ No 5. Owner meets requirements of ownership or control of the system per 15A NCAC 18A.1938(j) ❑Yes ❑No 6. Easement, right of way,or encroachment agreement required per 15A NCAC 18A.1938(j) ❑Yes ❑No 7. Multi-party agreements required,as applicable, pursuant to 15A NCAC 18A. .1937(h) ❑Yes ❑ No If yes,agreements filed in County Register of Deeds in Deed Book Page Attestation by the Owner or the PE for Authorization to Operate I, hereby attest that all items indicated above have been provided to the Print name of Owner or Professional Engineer County LHD and the system shall meet applicable federal,State,and local laws, regulations,rules and ordinances in accordance with G.S. 130A-336-.1(e)(6). Signature of Owner or Professional Engineer 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 EOP: • Copies of this signed form were sent to the design PE 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-336.1(m). A copy of this complete NOI/ATO with tracking information was sent to the State on via Date Email,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—EOP COMMON FORM Updated April 2022 Page 6 of 6 ACo® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 05/17/2022 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Klein Agency,LLC PHONE (410)832-7600 I FAX ( )410 832-1849 (A/C,No,Ext): (A/C,No): P.O.Box 219 E-MAIL enc I)ones@ kleinag y Ilc.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC a Timonium MD 21094 INSURER A: RLI Insurance Company 13056 INSURED INSURER B: Piedmont Design Associates,P.A. INSURER C: 125 East Plaza Drive, INSURER D: Suite 101 INSURER E: Mooresville NC 28115 INSURER F: COVERAGES CERTIFICATE NUMBER: 21-23 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DDIYYYY) (MM/DDIYYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE n OCCUR DAMAGE S(RtNTED PREMISES(Ea occurrence) S MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY n jE? n LOC PRODUCTS-COMP/OP AGG S OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ - OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY _ AUTOS ONLY (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION S S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE N!A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT S Professional Liability A RDP0042420 02/18/2021 02/18/2023 Per Claim $2,000,000 Aggregate $2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 'Evidence of Coverage* ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 2 g �o ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD MI Erie CERTIFICATE OF INSURANCE DATE ISSUED(MM/DD/YY) Insurance® -THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY— 9/28/22 Home Office • 100 Erie Insurance Place • Erie,Pennsylvania 16530 • 814.870.2000 Toll free 1.800.458.0811 • Fax 814.870.3126 • www.erieinsurance.com NAME AND ADDRESS OF AGENCY SNIDER INSURANCE GROUP LLC AGENTS NO. 'Jo.: ERIE �:1. G COVERAGE 1438 WILKESBORO HWY JJ2072 .,o.:D ERIE IN EEP &CASU TY CQpM�Pp Nyy STATESVILLE,NC 28625 Co.:E Erie IE ndemn CCo. ttorneGEn-�Faacct Not InpN able\ o.: - ECON(PA ORK This certificate Is Issued for Information purposes only and confers NAME AND ADDRESS OF NAMED INSURED no rights on the certificate holder. It does not affirmatively or negatively amend,extend,or otherwise alter the terms,exclusions Lentz Wastewater and conditions of insurance coverage contained in the policy(ies) Management Inc Indicated below.The terms and conditions of the policy(ies)govern the insurance coverage as applied to any given situation.Limits 463 Lentz Rd shown may have been reduced by claims paid.This certificate of insurance does not constitute a contract between the issuing Statesville,NC 28625-1596 insurer(s), authorized representative or producer and the certificate holder. This Is to certify that policies,as indicated by the Policy Number below,are In force for the Named Insured at the time that the Certificate is being Issued. dya l TYPE OF INSURANCE POLICY NUMBER DATL/NM1TK 'ROMP LIMITS F ❑GENERAL UABIUTY Q31 1120611 7/11/22 7/11/23�1 EACH OCCURRENCE $ 1,000,000 000MMERCIAL GENERAL LIABILITY FIRE DAMAGE(My One Fire) $ ❑CLAIMS MADE ❑OCCUR MED EXP(My One Person) $ 5,000 ❑ PERSONAL&ADV.INJURY$ 1,000,000 ElI GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT-APPLIES PER: PRODUCTS-COMP/OPAGG$ 2,000,000 ❑POLCY ❑PROJECT ❑LOC E ❑ AUTOMOBILE LIABILITY BODILY INJURY ❑"ANYAUTO"MEP,E ' Q07 0131769 7/1/22 7/1/23 (EACH PERSON) $ ❑OWNED BODILY INJURY El HIRED (EACH ACCIDENT) $ PROPERTY DAMAGE $ ❑NON-OWNED BODILY INJURYAND PROPERTY DAMAGE 1000000 El GARAGE COMBINED $ , , ❑EXCESS LIABILITY EACH OCCURRENCE $ ❑ OCCURRENCE AGGREGATE $ ❑RETENTION S $ $ G, WORKERS COMPENSATION B. 91 5101780 7/1/22 7/1/23 STATUTORY EMPLOYERS LIABILITY Q BODILY ACCIDENT $ 1,000,000 EACH ACCIDENT INJURY DISEASE $ 1,000,000 POLICY LIMIT BY DISEASE $ 1,000,000 EACH EMPLOYEE OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CANCELLATION: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIV- ERED IN ACCORDANCE WITH THE POLICY PROVISIONS. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). NAME AND ADDRESS OF CERTIFICATE HOLDER Piedmont Design Associates,P.A AUTHORIZED REPRESENTATIVE Suite 101 125 East Plaza Dr 3---- Mooresville,NC 28115 EIG6230 8/11 Page 1 of 1 DATE(MMIODIYYYY) ACCORD CERTIFICATE OF LIABILITY INSURANCE 9/28/2022 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME:Bankers Insurance, LLC PHONE_ Blair Comer 128 NC-65 (A/C,No.Eat}: 336-280-0317 FAX No):800 899 0146 Reidsville NC 27320 ADDRESS: bcomer@bankersinsurance.net INSURER(S)AFFORDING COVERAGE NAIC# License#:6387078 INSURER A:GuideOne National Insurance Company 14167 INSURED STAMSOI-01 INSURER B:NC Rate Bureau Stamper Soil Service, PLLC 4115 Highland Pointe Dr INSURERC: Unionville NC 28110 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:294961682 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMITS LTR JNSD-WVD POLICY NUMBER (MMIDD/YYYY) (MM/DDIYWY) A X COMMERCIAL GENERAL LIABILITY ENV562011576-00 9/9/2022 9/9/2023 EACH OCCURRENCE $1,000,000 CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $50,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE _ AUTOS ONLY _ AUTOS ONLY (Per accident) $ UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ _ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ g WORKERS COMPENSATION WC5-33S-B22L2C-0122 8/22/2022 8/22/2023 X STATUTE ERH AND EMPLOYERS'LIABILITY Y IN —" ANYPROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $100,000 OFFICERIMEMBEREXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 A Pollution Liability ENV562011576-00 9/9/2022 9/9/2023 General Aggregate 2,000,000 Per Occurrence 1,000,000 Professional Liability General Aggregate 2,000,000 DESCRIPTION OF OPERATIONS)LOCATIONS)VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. FOR INFORMATIONAL PURPOSES ONLY AUTHORIZED REPRESENTATIVE • ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1 SPECIFICATIONS, CALCULATIONS, & SUPPORTING MATERIAL ' FOR A GROUND ABSORPTION SEWAGE DISPOSAL SYSTEM USING SEPTIC TANK, PUMP TANK, AND A LOW-PRESSURE PANEL BLOCK SYSTEM 1 TO SERVE A 4 BEDROOM RESIDENCE 5087 LAKEVIEW CIRCLE ' SHERRILLS FORD, CATAWBA COUNTY, NORTH CAROLINA ' August 31, 2022 1 1 Prepared for: Jim Debby Bond 5087 Lakeview Circle Sherrills Ford, NC 28673 ' Phone: 609-709-5775 Prepared by: �N PIEDMONT DESIGN ASSOCIATES, P.A. CARD 125 East Plaza Drive, Suite 101 Q.°FE Mooresville, NC 28115 � %,Phone: 704-664-7888 = 17327 Fax: 704-664-1778 NCBELS No.: C-1007 � �; . � . ' OP�� \�\\\ Ground Absorption Sewage Disposal System 5087 Lakeview Circle, Sherrills Ford, Catawba County, North Carolina INTRODUCTION AND DESIGN CONSIDERATIONS Jim and Debby Bond are constructing a new 4-bedroom residence located at 5087 Lakeview Circle in Sherrills ' Ford, Catawba County, North Carolina. Miranda Stamper, LSS evaluated the soils on the site and determined that a Low Pressure PPBPS system be used. Since a portion of the proposed septic system's repair will be installed within the 50-foot buffer for Lake Norman, TS-II advanced treatment will be used to allow for disposal of subsurface effluent within this buffer. This will only be required for the repair. The location of this system is in Sherrills Ford, North Carolina. Directions to the property are as follows: Take Highway 150 toward Denver. Turn left on Slanting Bridge Road. Turn left of Keisters Store Road. Turn left on ' Barkley Road. Turn left on Lakeview Circle. Lot is located on left side of the road. The new system, along with proper care and maintenance, should provide many years of quality effluent treatment and disposal. The Engineer is proposing a new 1,000-gallon septic tank with baffle wall and effluent filter, a 1,000-gallon pump tank with pump filter, force main, central valve box, and low pressure PPBPS laterals installed with a 36-Inch trench bottom per recommendation by the Soil Scientist. There will be an onsite well serving this site. The well shall be located more than 50 feet from any of the septic system components. The residence's sewer collection system shall comply with the latest Volume II NC Plumbing Code. Before any further site construction, the area of the nitrification field, shall be barricaded with orange barricade ' fence to prevent any access by vehicles, grading equipment and there shall be no earth disturbance of this area except by the system installer. ' The following publications shall be a part of these specifications. Any deviation between them and these specifications shall be brought to the attention of the engineer for clarification. (1) LAWS AND RULES FOR GROUND ABSORPTION SEWAGE TREATMENT & DISPOSAL SYSTEMS. NC ' Department of Health and Human Services; On-Site Water Protection Section; Administrative Code Section 15A NCAC 18A.1900, amended effective date: August 2007. (2) GUIDANCE MATERIAL, Onsite Wastewater Management, March 1996, NC DENR Onsite Wastewater ' Section. (3) INNOVATIVE WASTEWATER SYSTEM APPROVAL IWWS-2004-3-R3. (Orenco Systems, Inc. Advantex Systems) (4) DESIGN AND INSTALLATION (Manual) OF LOW-PRESSURE PIPE WASTEWATER TREATMENT SYSTEMS By: Craig Cogger; Bobby L. Carlisle; Dennis Osborne; Ed Holland Published by: UNC Sea Grant College Pub. UNC-SC-82-03 May 1982. CERTIFICATION: The Contractor shall notify the Engineer and Licensed Soil Scientist to make timely observations and inspections of the project during construction. Upon completion of the project, the Contractor shall provide the Engineer an "as built" plan of the project. The Engineer shall certify that the project has been constructed in accordance with the plans and specifications. A copy of the "as-built" plan (data collected by PLS) and certification shall be provided to the County Health Department at time of startup. ' COMPONENTS OF THE SYSTEM AND CONSTRUCTION SEQUENCE: Refer to T & J Panel System's manufacturing and installment manual. Furnish and install all items required for a complete system in accordance with plans and specifications; for requirements of the County Dept. of Environmental Health (CDEH); the N. C. Dept. of Environmental Health (NCDEH); the N. C. Building Code, ' Plumbing Code and Electrical Code; and the National Electric Code. System must be professionally installed by a qualified, competent contractor. 5087 Lakeview Circle Septic System Page 1 August 31, 2022 Sherrills Ford, Catawba County, NC COMPONENTS OF SYSTEM: ' • 1,000-gallon two compartment septic tank with effluent filter • 1,000-gallon pumping tank with access • Submersible effluent pump, SIM TECH filter and float controls • Pump Control and high-water alarm signals (audible and visible) • 2-Inch Supply Pipe • 1.25-Inch Gate Valves • T&J vertical panels & distribution laterals Approvals: The tank designs shall have been approved by NC DHHS and shall have the approval number imprinted on the delivered tank. The tank shall be State Approved and equal to that manufactured by Shoaf Precast, Inc. Openings or inserts shall be cast in during manufacture. Concrete shall have a minimum compressive strength of 4,000 PSI @ 28 days. Shop drawings shall be submitted to the Engineer for approval. If tanks are to be in traffic area, then tanks shall be constructed to meet H-20 highway loadings. All tanks shall be top seam only. Precast Tank Installation: Installer shall excavate for and install the precast concrete tank as per plans. Installer shall ensure that the tank remains level and true to grade after placement and filling with water. The precast tanks shall be evaluated for water tightness by an approved method such as 24-hour water tightness test with maximum allowable leakage not to exceed a maximum of 1/2-inch rise or fall in 24 hours or vacuum test. Contractor shall use clean, potable water free of any sediment for water testing. Either test method shall be run with risers/and inlet/outlet pipes in place. Testing shall begin after the water level in the tank has stabilized. Each tank shall be installed in the location and to the elevations shown on the plans. A 6" undercut shall be made to allow for washed stone leveling course for the tank to rest on. Once testing of the tank has been completed, the tanks shall be backfilled in lifts with well compacted, debris free earth to a level, which directs surface water away from the tanks. Tank access holes in the yard shall be installed and grouted watertight and the earth raked smooth for grassing. All tank lids shall be lockable or constructed to prevent easy removal. Tank access in traffic areas shall be 24" cast iron manhole frame and lid. Tanks shall not be pumped during extremely wet conditions. SEPTIC TANK The septic tank shall consist of a 1,000-gallon capacity, reinforced, precast concrete tank with full baffle and shall have easy access to each chamber from ground level for checking and pumping. The first chamber of the septic tank shall consist of 2/3 to 3/4 of the volume of the total tank and the baffle shall contain a horizontal opening across the tank at about midway its height. The outlet of the tank shall have an effluent filter as specified herein. Locate the septic tank at such height as to provide approximately 15" of cover over top of the tank. SLOTTED-FILTER An Orenco 4" Biotube effluent filter shall be installed in the PVC outlet tee of the septic tank. The filter shall be manufactured by Orenco System Incorporated. Filter shall be Orenco model FTPSO436-28-NC. PUMP TANK shall consist of a 1,000-gallon capacity, reinforced, precast concrete tank. Access shall be provided ' for entry into the tank directly over the pump location and inlet side as called for on the plan. The tank shall be supplied by a manufacturer approved by NC DHHS and bear the manufacturer's serial number. I The tank shall be positioned to allow gravity flow of the effluent from the septic tank. Immediately downstream from the pump shall be an approved effluent filter system Sim-Tech 100 Series manufactured by Sim-Tech. All tanks shall be tested for water tightness by an approved method such as 24-hour water tightness test with , maximum allowable leakage not to exceed 1/2 inch per 24 hours. Testing shall begin after the water level in the tank has stabilized. Any leaking shall be corrected, and the tanks retested. Once testing of the tank has been completed, the tank shall be backfilled in lifts with well compacted, debris free earth to a level, which directs surface water away from the tanks. Tank access holes shall be installed and grouted watertight and the earth raked smooth for grassing. Grade over the tank shall be sloped to prevent surface water from entering the tank through the access. 5087 Lakeview Circle Septic System Page 2 August 31, 2022 Sherrills Ford, Catawba County, NC PIPING All piping and fittings shall be Schedule 40 PVC except LPP piping in the panels shall be PR160 PVC. Glue for all PVC pipe joints shall be as recommended by the pipe manufacturer. PUMP The submerged pump shall be Gould's 3885 Series Model WE0512H manufactured by Xylem or approved equal, 1/2 HP, 230V/1 PH: capable of pumping 30.5 G/M at a 14.87' head. EFFLUENT PUMP FILTER The effluent filter shall be connected directly to the pump outlet. The filter shall be equal to the GAG Sim Tech Filter, Boyne City, Michigan, 49712, telephone 1-888-999-3290. The contractor shall furnish the following with the filter: STF 100 Filter, an STF 102 Filter Screen, an STF 103 Wrench, and an STF 104 Sock. PUMP CONTROL PANEL: The pump shall be powered by a demand dose simplex control panel with standard features including: a NEMA 4X corrosion resistant enclosure, an aluminum back panel, silver cadmium contacts (IEC Contactor), an IEC motor starter, a 100VA control circuit transformer, a main circuit breaker, a 1 amp control circuit fuse, a 1 amp alarm circuit fuse, a Hand-Off-Auto switch, an alarm test switch, a pump run light, terminal blocks for pump and float connections, a ground lug, an alarm light and an alarm buzzer. Panel shall be Orenco Control Panel Model MVP-S2RODM. PUMP ON-OFF FLOATS: In the extended position this float switch shall create an open circuit and prevent operation of the pumps. When the circuit is closed the float switch shall allow activation of the pump transferring 111 wastewater to the downstream disposal field. HIGH WATER ALARM SWITCH: The high-level alarm float switch shall activate the audio/visual alarm when the circuit is closed. PUMP INSTALLATION: Details of pump installation are shown on the plan. The pump must be placed on two concrete blocks next to each other on the bottom of the tank. This prevents the pumping of any solid particles, which can clog the system. A piece of nylon rope or other non-corrodible material should be attached to the pump and to the outlet pipe for lifting the pump in and out of the chamber, (The PVC outlet pipe is too fragile to support the pump.) The pump outlet pipe should be connected to the supply manifold with a threaded PVC union (or dresser coupling) to allow quick removal. A check valve shall also be installed in the supply line (within the pump chamber). A 3/16" siphon-breaker hole must be drilled in the bottom of the supply line before it leaves the pump tank. This breaks ' any vacuum in the system and prevents the inadvertent siphoning of effluent out of the tank. This hole is especially important. ELECTRICAL CONNECTIONS: The pump and high-water alarm must be placed on separate electrical circuit breakers. (If the pump circuit fails, the alarm must still be able to operate.) Follow the manufacturers' recommen- dations for the proper fuses or circuit-breakers. All electrical connections must be made outside the pumping chamber. Power cords from the pumps and controls shall extend to a NEMA 4X approved outdoor control panel mounted outside of the pumping chamber. There are to be no junction boxes inside the tank. Power and control conductors shall be conveyed through 2" conduit with Seal-off(s). Wiring between the pumping chamber and the house should meet State and local code requirements. Conductors from the tank to the control panel shall be conveyed through 2-inch diameter conduit with duct seal or Seal Off. A "HOMEOWNER'S WARNING SIGN" shall be located within the house to inform the owner of what action to take in case the "High Water Alarm" is activated. This sign shall contain the name, address, telephone number, and emergency telephone number of the person to contract immediately upon malfunction of the system. CONSTRUCTION SEQUENCE: (1) Lay out T&J panel system network area with stakes and flagging to ten feet (minimum) beyond the limits of the network. As soon as the absorption area is designated, it shall be flagged, roped off and isolated from construction traffic. This barrier should be maintained until the system is accepted by the Owner. Refer to site plan for the size of absorption area. See site plan for lateral locations. 5087 Lakeview Circle Septic System Page 3 August 31, 2022 Sherrills Ford, Catawba County, NC (2) Prior to beginning construction of the system, carefully locate, lay out and identify disposal site, manifolds and the lateral panel piping networks, using a tripod mounted engineer's leveling instrument to accurately establish each lateral along a level contour. Note: Lateral panel runs which conflict with cut-off-in-place stumps or trees shall "snake" by with a 12" minimum trench clearance and then continue along its projection run. (The 8' (vertical) minimum trench separation must be maintained.) (4) Excavate lateral network trenches per T&J Panel Manual. Remove loose soil from bottom of trench. I (5) Install sand in bottom of the lateral trench to the depth as directed by T&J Panel manual. (6) Follow the manufacturer's guidelines for installing the T & J Panel System. (7) All joints in lateral and the manifold piping shall be watertight connections to ensure that the only source of the water seepage from the system is through the orifices as designed. See layout and details. Carefully install manifold and lateral network according to the attached designed layout. A larger diameter protective sleeve with cap or approved box with lid shall be placed over the turned up lateral and positioned level with the ground surface (so as not to be damaged by mowing machine.) I (8) Carefully backfill manifold trenches to finish grade with clean (debris free earth (no stone). (9) Leave absorption area with a raked surface, free of any low areas, ready for grassing. , (10) The installation contractor shall stabilize the area of construction by planting and seeding with Kentucky 31 tall fescue and shall keep the planted area watered and mulched until such time that a hardy stand of ' grass is established. (See Seeding Specification.) (11) PROPER OPERATION CHECK: After all components have been installed and connected, the system should be checked for proper operation. With electrical power turned off, fill the pumping chamber with water from a garden hose (or allow effluent to accumulate) until the liquid rises to half of pump tank. Turn on the electrical power. The alarm light should go on in the house, and the pump should start operating. The alarm light should go off when the liquid level falls below the set pressure level on the control panel. The pump should turn off when the liquid reaches the pump off setting on the control panel. Be sure the pump is still completely submerged. (12) PRESSURE HEAD ADJUSTMENT: The pressure head must be adjusted to match that specified in the 111 design. The pressure head is measured, as the height liquid will rise above the turn-up elbow when the pump is running. To adjust the head: (a) Glue a 4' length of pipe (preferably clear) to a threaded adapter that will screw onto the turn-up adapters. (Call this the "test tube") (b) Replace the turn-up cap with the"test tube". (c) Turn the power on to allow liquid to rise in the "test tube". (d) Adjust the ball valve at the head of each lateral until the effluent reaches the desired height in the "test tube". Remember to include the distance below the ground surface to the lateral line when measuring the height. The pressure head should be 3' for each line. This is the height above the lateral the liquid should be in the temporary "test tube". Continue to adjust valves until all "test tubes" have an equal amount of liquid. (13) FINAL LANDSCAPING: After the T&J System is installed, the following should be checked to ensure the system will not be overloaded with excess rainwater and run off: (a) The distribution field is shaped to shed rainwater and is free of low area. (b) Gutter and downspout drains are directed away from the system. Any problems should be corrected before approving the system. , Finally, the entire area should be planted with grass according to specifications. 1 5087 Lakeview Circle Septic System Page 4 August 31, 2022 Sherrills Ford, Catawba County, NC OPERATION AND MAINTENANCE: The system is classified as a Type IV(a). The Regulations require that the system to be managed by a certified operator. Operating, Maintenance and Inspection procedures shall be conducted by the Operator on a timely basis. Procedures shall include but not be limited to the following: • Minimum inspection/maintenance frequency shall be conducted on a timely and routine basis.1 • Septic system shall be pumped every 5 years or when solids accumulate to the volume of the tank. 1 • Effluent and pump filters shall be cleaned on routine basis as required. • The PPBPS system should be observed by the regulatory agency once every 3 years. An inspection report 1 • should be completed and filed each time the system is checked. This system does require a licensed operator. Minimum inspection frequency is twice a year and reporting required one time per year. • All laterals shall be pressure back-washed annually with clean water. • Pressure head for upper and lower laterals should be checked and adjusted one month after installation and every six months thereafter. • All piping, fittings turn-ups and valve boxes shall be checked annually for damage and/or proper operation and corrections made immediately. ' • The property should be inspected to ensure all surface water is deflected away from the fields and tank. Any ponding of surface water should be corrected. ' • Grasses shall be mowed and maintained, and any erosion shall be corrected promptly. • The nitrification field area shall be checked for leakages, blowouts or malfunction, indications of damp or mushy areas compared to surrounding area or evidence of noticeable odor of sewage. Repairs shall be made ' immediately. • The pump electrical should be checked to insure tight, clean connections with no corrosion and proper ' operation. • Pump switches shall be checked for free operation and proper level set. ' • Check septic tank and pump tank for evidence of damage or leakage. Check the quality of effluent including grease and sludge accumulation. ' At every inspection by the ORC, clean and inspect effluent filter in the septic tank and the sock filter in the pump tank. When washing the filter, debris must be sprayed directly back into the septic and pump tank and not onto the lawn. • The management entity in conjunction with the local Health Department shall establish an operation and maintenance program and procedure based on experience obtained from similar installations. I 5087 Lakeview Circle Septic System Page 5 August 31, 2022 Sherrills Ford, Catawba County, NC t DESIGN SPECIFICATIONS -T&J PANEL SYSTEM ' 5087 Lakeview Circle, Sherrills Ford, Catawba County, NC I Daily design waste flow: 480 G/D Septic tank size: 1,000 gallon (2 compartment) I Septic tank filter: Orenco model FTPSO436-28-NC Pumping tank size: 1,000 gallon I Pressure Filter: Sim-Tech Filter 100 Series Control Panel: Orenco Control Panel Model MVP-S2RODM Effluent loading rate: 0.30 G/D/SF (0.30 G/D/SF Repair) Total linear feet and diameter: 268 LF of 1-1/4"dia. PVC of laterals and T&J panels (Allow 4.33 ft per panel) I (Does not inc. pipe from manifold to lateral) Total length &diameter of I supply manifold: +/-75 LF 2" Dia. SCH 40 PVC Number and length of laterals: Line 1 —7 Panels Line 2— 12 Panels I Line 3— 13 Panels Line 4— 15 Panels Line 5 14 Panels Total Panels =61 panels Hole size: 5/32" I Hole spacing: 1 hole per panel Total number of holes: 61 1 Flow per hole at 3' head 0.50 G/M Flow rate through the system: 30.5 G/M Elevation head: 6.0' Pressure head: 3.0' Friction head: 5.87' I Total head: 14.87' Pump requirements: 30.5 G/M at 14.87' use Gould's 3885 Series WE0512H I 1/2 HP-230 V- 1 PH or approved equal Dosing volume: 160 gal. Depth of water pumped per dose: 7.33" Pump run per dose: 5.25 min. Check valve: yes I Siphon break hole: yes I I 5087 Lakeview Circle Septic System Page 6 August 31, 2022 I Sherrills Ford, Catawba County, NC SEEDING SPECIFICATIONS SLOPES 3:1 or FLATTER 1.Apply agricultural lime at the rate of 90 lb./1000 sf. 2.Apply 10-10-10 commercial fertilizers at the rate of 20 lb./1000 sf. 3.Seed in accordance with the following schedule and application rate: 1 DATE TYPE PLANTING RATE Aug 15- Nov 1 Tall Fescue 200 lb./ac or 7 lb./1000 sf 1 Nov 1 - Mar 1* Tall Fescue and 200 lb./ac or 7 lb./1000 sf Abruzzi Rye 25 lb./ac or 2 lb./1000 sf IMar 1 -Apr 15 Tall Fescue 200 lb./ac or 7 lb./1000 sf Apr 15-Jul 30 Hulled Common or Bermuda 30 lb./ac or 1 lb./1000 sf I Jul 15-Aug 15 Tall Fescue and 200 lb./ac or 7 lb./1000 sf Brown Millet or 35 lb./ac or f lb./1000 sf I Sorghum-Sudan Hybrids 30 lb./ac or: Ib./1000 sf 4.Mulch with straw applied at the rate of 75-100 lb./1000 sf. * Heavily mulched during January- March period. ISLOPES GREATER THAN 3:1 TO 2:1 1.Apply agricultural lime at the rate of 90 lb./1000 sf. I 2.Apply 10-10-10 commercial fertilizers at the rate of 20 lb./1000 sf. 3.Seed in accordance with the following schedule and application rate. DATE TYPE PLANTING RATE 1 Mar 1 - Jun 1 Sericea Lespedeza (scarified) & 50 lb./ac or 11 lb./1000 sf Mar-Apr Add Tall Fescue or 150 lb./ac or 32 lb./1000 sf IMar-Jun Add Weeping Lovegrass 5 lb./ac or c lb./1000 sf Jun -Sep 1** Tall Fescue and 60 lb./ac or 12 lb./1000 sf I Brown Top Millet 35 lb./ac or f lb./1000 sf Sorghum Sudan Hybrids 30 lb./ac or: lb./1000 sf I Sep- Mar 1 Sericea Lespedeza 70 lb./ac or 1: Ib./1000 sf (Unhulled-unscarified) Tall Fescue 150 lb./ac or 32 lb./1000 sf IMillet or Sudan 20 lb./ac or 2 lb./1000 sf **Temporary- Reseed September 1 at recommended rates. 1 4.Mulch with 3" straw applied at the rate of 50-90 lb./1000 sf and anchor with asphalt emulsion tack coat applied at the rate of 3-5 gal/1000 sf or 200-300 gal/ac. 1 I 1 5087 Lakeview Circle Septic System Page 7 August 31, 2022 Sherrills Ford, Catawba County, NC I I I 4 Bedroom LP Panel Block System Original Date: August 30,2022 5087 Lakeview Circle Revised Date: August 30,2022 ISherrills Ford,Catawba County,North Carolina Design Flow Bedrooms 4 Bedrooms 1 Flow per Day per Bedroom 120 Gal./Day/Bedroom 1Day/Bedroom Daily Design Flow(DDF) 480 Gal./Day Use PPBPS Laterals for 50%Reduction in Drainfield Size New LTAR for New Laterals 0.30 G/D/SF Per Miranda Stamper,LSS I Sq.Ft.Trench Bottom 1600 Sq.Ft. DDF x LTAR 3 Field Sizing 533 LF Conventional Lines (SF Trench Bottom/3) PPBPS Sizing 267,LF 50%Reduction System (LF Conv.Line x 0.5) I No of Pipe to LF panels Panel LTAR Gallons per Day White(1) 30.00 7.00 41.00 0.30 54.00 I Blue(2) 55.00 12.00 32.00 0.30 99.00 Purple(3) 58.00 13.00 23.00 0.30 104.40 Orange(4) 65.00 15.00 15.00 0.30 117.00 Green(5) 60.00 14.00 7.00 0.30 108.00 Green(5) 47.00 11.00 N/A 0.30 84.60 I Yellow(6) 112.00 26.00 N/A 0.30 201.60 Red(7) 115.00 27.00 N/A 0.30 207.00 Green(8) 56.00 f 3.00 N/A 0.30 100.80 268.00 LF Total 482.40 G/D Primary I 594.00 G/D Repair 1 Dose Volume No.of Panels 61 Panels {Per Panel Design Manual) Panel Volume(Max) 3.60 Gal./Panel {Per Panel Design Manual) I Flow Rate 160.00 Gal./Dose 6 Doses per Day Actual Panel Volume per Dose 2.62 Gal./Panel Pump Run Time 5.25 Minutes Actual Volume to Panel/Dose Percent of Panel Volume 72.86% Operation Head 3.00 Feet (Orifice Flow Rate x#of Panels) I Use 5/32"Diameter Hole (Per Panel Design Manual) Flow Rate per Panel 0.50 G/M (Per Panel Design Manual) Field Flow Rate 30.50 G/M (No.of Panels x Orifice Flow Rate) Drawdown: 7.33 Inches I Force Main Static Head 6.00 Feet 3lculations for 2.0"Force Main and 1.25"Supply Lateral; Friction Loss Pipe Length Q Pipe I.D. Pipe Run (Feet) (Feet) (GPM) (Inches) White(1) 0.20 71.00 3.50 1.380 I Blue(2) 0.68 87.00 6.00 1.380 Purple(3) 0.73 81.00 6.50 1.380 Orange(4) 0.94 80.00 7.50 1.380 Green(5) 0.69 67.00 7.00 1.380 I 2.0"Supply Force Main 1.65 75.00 30.50 2.067 Total Friction&Minor Loss 5.87 Feet Total Dynamic Head 14.87 Feet (Static HD+Friction HD+Oper.HD) Pump Required 30.50 G/M at 14.87 TDH Use Goulds 3885 Series Model WE0512H I 230 V/1/2 HP/1 Phase Contractor to Verify Power Requirements before Ordering Pump 4 Bedroom LP Panel Block System Original Date: August 30,2022 5087 Lakeview Circle Revised Date: August 30,2022 Sherrills Ford,Catawba County,North Carolina TANK ANTI-BUOYANCY CALCULATIONS 1,000 Gallon Septic Tank Based on Shoat Precast Outer Length 9.00 Ft. STB-347 Inner Length 8.50 Ft. Outer Width 4.83 Ft. Inner Width 4.33 Ft. Outer Height 5.63 Ft. Inner Height 4.88 Ft. WI of Water Displaced' 15,268.50 ILbs. Outer Length x Outer Width x Outer Length x 62.4 Lb/CF(WI of Water) ' WI of Tank 4,306.50 Lbs. Top&Bottom Outer Length x Outer Width x 150 Lb/CF x 2(Top&Bottom)x Slab Thickness 1,767.19 Lbs. Ends Inner Width x Inner Height x 150 Lb/CF x 2(Ends)x Wall Thickness 3,107.81 Lbs. Sides Outer Height x Outer Length x 150 Lb/CF x 2(Sides)x Wall Thickness 1,009.87 Lbs. Baffle Inner Width x(Inner Height-3 Inches)x 150 Lb/CF x x Wall Thickness 10.191.37_Lbs. Total Tank WI. Sum Above four Wt of Overburden 6,525.00 Lbs. 15'Cover Outer Length x Outer Width x 120 Lb/CF(Saturated Soil Wt)x Soil Thickness Total 16,716.37 Lbs. Sum of Total Tank Wt.&Soil Overburden I Water I 15,268.50I < I 16,716.37I Tank 'Buoyancy Calculations Account for Fluid in Tank.Do Not Pump When Ground is Saturated or During Extremely Wet Conditions- 1,000 Gallon Pump Tank Based on Shoat Precast Outer Length 8.00 Ft. PT-283 Inner Length 7.50 Ft. Outer Width 5.17 Ft. Inner Width 4.67 Ft. Outer Height 4.75 Ft. Inner Height 4.08 Ft. Wt of Water Displaced' 12,251.20 ILbs. Outer Length x Outer Width x Outer Length x 62.4 Lb/CF(WI of Water) Wt of Tank 4,092.00 Lbs. Top&Bottom Outer Length x Outer Width x 150 Lb/CF x 2(Top&Bottom)x Slab Thickness 1,582.29 Lbs. Ends Inner Width x Inner Height x 150 Lb/CF x 2(Ends)x Wall Thickness 2,296.88 Lbs. Sides Outer Height s Outer Length x 150 Lb/CF x 2(Sides)x Well Thickness 7,971.17 Lbs. Total Tank Wt. Sum Above four Wt of Overburden 6,200.00 Lbs. 15"Cover Outer Length x Outer Width x 120 Lb/CF(Saturated Soil Wt)x Soil Thickness Total 14,171.17 Lbs. Sum of Total Tank Wt.&Soil Overburden I Water I 12,251.20 I < I 14,171.17 I Tank I 'Buoyancy Calculations Account for Fluid in Tank,Do Not Pump When Ground is Saturated or During Extremely Wet Conditions. I I I I I I I I 1 939 Brawley School Rd, Mooresville, NC 28117 Email: info a(�yardsbyboss.com Office: 704.360.0376 1 Job 1597 1 5087 Lakeview Circle Sherrills Ford, NC June 27, 2022 1 A site evaluation was performed on May 26, 2022 on a 0.52 acre lot located off Lakeview Circle, Sherrills Ford, NC described as PIN #460604924925 in Catawba County for a 4 bedroom residence. Four borings were done on the lot. Please see below for descriptions. 1 B1—was 48 inches deep with a sandy loam surface that transitioned to a clay with depth. There was adequate structure, consistence,and acceptable mineralogy with no indications of wetness. IB2—was 48 inches deep with a sandy loam surface that transitioned to a sandy clay loam and then a clay loam with depth. There was adequate structure, consistence, and acceptable mineralogy with no indication of I wetness. B3-was 47 inches deep with a sandy loam surface that transitioned to a clay loam and then a sandy clay loam I with depth. There was adequate structure, consistence, and acceptable mineralogy and no indication of wetness. I B4-was 48 inches deep with a sandy loam surface that transitioned to a clay then to a clay loam with depth. There was adequate structure, consistence, and acceptable mineralogy with no indication of wetness. 1 The site has suitable soils and adequate space for wastewater disposal. Encroachment on the buffer is a I possibility. 1 So1I<co . m -a . S. Zi 1 _' Cr' I OF 1258 1Oy NORTH GP I f • II PROPERTY ID Sh 7:1____,_...1 of COUNTY: , . .. SOIL/SITE EVALUATION I . for ON-SITE WASTEWATER SYSTEM iCompiete all fields in full) OWNER: Lot,44 APPLICATION DATE: I ADDRESS. ,.. , DATE EVALUATED: 4‘ .. ... : • . . PROPOSED FACILITY: 41 )* '' PROPOSED DESIGN FLOW(.1949): 4.)0 PROPERTY SIZE: LOCATION OF SITE: 7 PROPERTY RECORDED:, III WATER SUPPLY: El Private ,. 0 Public EI'Welt 0 Spring El Other 111 EVALUATION METHOD: if Auger Boring ElPit ElCut .., r TYPE OF WASTEWATER: El Sewage CI Industrial Process El Mixed P I F • R SOH,MORPHOLOGY OTHER 0 (.1941) PROFILE FACTORS T .1940 ' L E • LANDSCAPE HORIZON I POSITION! DEPTH • 0 % (IN.) .1942 PROFILE SLOPE .1941 .1941 SOIL .1943 .1956 1944 CLASS STRUCTURE; CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR a:LTAR I TEXTURE N1INERALOGY COLOR DEPTH CLASS HOR1Z . . 3— i 2 6 s LL., P 3 A,' (il 1 . , L. , r2 .1_s4 50Y, Q. ; ..... .. 1,,,\ i , ih,.........___ ..........._ . . L -- I ) - (:• . i I---'-"----'---' . , ,.. t , i . ' - , I L.? . . I . . liri S . . . ' . ' . , . I . . /-----.., • _ - .-_- , , 7. I i''.''. .I i , ".."> 1 1, ", . -N ' ' ' r 1 '.:':. • I I _ :: r , . ..I - . . • 0)1 - • DESCRIPTION I INITIAL SYSTENI REPAIR SYSTEM OTHER FACTORS(.1946): ailable Space (.1945) 2 raLLf V/i.. _1 SITE CLASSIFICATION(.1948): ,_. • 2: :.iystem Type(s) N' i-.••• EVALUATED BY: Ite LTAR 0 ', I (3 ' ';'' OTHER(S)PRESENT: - , .• ,.. :OM MENTS: 11 pdated February 2014 • -' •. _• ^ PRODUCT CAST-A-SEAL® 402/402F SPECIFICATION I and SELECTION I Submittal Specification A flexible Pipe-to-Structure connector shall be employed in the connec- ting wrench available from the connector manufacturer. I tion of the sanitary sewer pipe to precast structures.The connector shall Selection of the proper size connector for the structure and pipe be CAST-A-SEAL' 402/402F as manufactured by Press-Seal Gasket requirement,and installation thereof,shall be in strict conformance with the Corporation,Fort Wayne,Indiana,or approved equal.The connector shall recommendations of the connector manufacturer. Any dead end pipe I be the sole element relied on to assure a flexible,watertight seal of the stubs installed in connectors shall be restrained from movement per ASTM pipe to the precast structure.The connector shall consist of a rubber gas- C 923. ket and an external take-up clamp. The finished connection shall provide sealing to 13 psi(minimum)and The rubber gasket element shall be constructed solely of synthetic or shall accommodate deflection of the pipe to 7 degrees(minimum)without Inatural rubber, and shall meet or exceed the physical property require- loss of seal. ments of ASTM C 923. Vacuum testing shall be conducted in strict conformance with ASTM The external take-up clamp shall be constructed of Series 300 non- C 1244 prior to backfill. Other testing shall be conducted in strict confor- Imagnetic stainless steel and shall utilize no welds in its construction.The mance with the requirements of the connector manufacturer. clamp shall be installed by torquing the adjusting screw using a torque-set- ICAST-A-SEAL 402 PIPE SIZE PIPE O.D.RANGE WALL THICKNESS' APPLICATION 452.0250 1.25" 2" 1.5" 2 75" 2.5"-6" STANDARD -, 452.0450 4" 4.2"-4.7" 2.5"-6" STANDARD I 452.0402F1 4' 4.2"-4.7" 2.5"-6" Closed Face 452.0650 6' 6.2"-6.7" 2.5 -6" STANDARD CAS ADAPTER 3" 3.2"-3.6" --- Use with 4"CAST-A-SEAL 1 PRODUCT PERFORMANCE TYPICAL TEST RESULTS for CAST-A-SEAL 402/402F (as in ASTM C 1644,C 923. and C 1478) CAST-A-SEAL402/402F meets and/or exceeds all I requirements of ASTM C 923, including physical proper- Test ASTM Test Method Test Requirements Typical Result ties of materials and performance testing, including: minimum in straight alignment CHEMICAL RESIST- NO WEIGHT • 13 psi9 9 ANCE;1 N SULFURIC D 534,AT 22 C FOR NO WEIGHT LOSS LOSS • 10 psi at minimum 7°angle ACID and 1N 48 HRS NO WEIGHT LOSS NO WEIGHT I • 10 psi minimum under shear load of HYDROCHLORIC ACID LOSS 150 Ibs/in. pipe diameter TENSILE STRENGTH D 412 1200 PSI,MIN 2100 PSI ELONGATION AT BREAK D 412 350%.MIN. 525°%o CAST-A-SEAL 402/402F meets and/or exceeds the ±5 FROM THE I requirements of the following Standards, HARDNESS DDUROMET 2240 OER)A MANUFACTURER'S <2 Specifications, Codes, and Test Methods: SPECIFIED HARDNESS •ASTM C 923 Standard Specification for Resilient Connectors DECREASE OF 15%, -13%TENSILE MAX.OF ORIGINAL TEN- ' Between Reinforced Concrete Manhole Structures, Pipes, ACCELERATED D 573,lot 1 C CHANGE,-14% and Laterals OVEN-AGING FOR 7 DAYS SILE STRENGTH. ELONGATION • ASTM C 1644 Standard S ecifrcation for Resilient DECREASE OF 20%. CHANGE P MAX.OF ELONGATION Connectors Between Reinforced Concrete On-Site DECREASE OF 25%, Wastewater Tanks and Pipes D 395,METHOD B. COMPRESSION TEST MAX.OF ORIGINAL 13% I •ASTM C 1478 Standard Specification for Storm Drain Resilient AT 70 C FOR 22 HRS DEFLECTION p Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes and Laterals D 471 IMMERSE 0.75 ° BY 2-IN.SPECIMEN INCREASE OF 10/°.MAX. •ASTM C 1244 Standard Test Method for Concrete Sewer WATER ABSORPTION OR ORIGINAL BY 3.50% IN DISTILLED WATER I Manholes by the Negative Air Pressure(Vacuum) Test AT 70 C FOR 48 hrs WEIGHT • IAPMO/ANSI Z1000 Standard for Prefabricated Septic Tanks •IAPMO/ANSI Z1001 Standard for Prefabricated Gravity OZONE RESISTANCE D 1171 RATING 0 PASS Grease Interceptors LOW-TEMP, •NPCA Best Practices Manual for Precast Concrete On-Site BRITTLE POINT D 746 NO FRACTURE AT-40 C PASS Wastewater Tanks •NOWRA Model Code Framework TEAR RESISTANCE D 624,METHOD B 200 LBF;IN (MIN) 450 LBF?IN. I Press-Seal believes all information is accurate as of its publication date. Information,specifications,and prices are all subject to change without notice.Press-Seal is not responsible for any inadvertent errors.Copyright 2007 51 i : P ' PRESS-SEAL GASKET CORPORATION 800 348 7325 Fax (260)436 1908 f 5 email: sales @press-seal.com Providing P'uJiels a ir!�'evwces hfiat Protect Our Planets Clean Water Supply web: www.press-seal.com an ISO 9001 2000 Registered Company I Access Risers, Lids, & Accessories 1 Applications Standard Features & Benefits I Our fiberglass access lids, PVC risers, and other tank accessories allow tank Fiberglass Risers & access without excavation.They're adaptable to virtually any tank, both new Lids Accessories I and existing. Lids and accessories fit most types of ribbed PVC pipe, includ- ing Ultra-Rib, Ultra-Corr, KOR FLO, and Perma-Loc. Preassembled risers • Lids withstand 2500- • Risers come in and stock pipe lengths can be purchased from Orenco. Or stock lengths can lb wheel loads(1100 various diameters Ikg),stronger than and can be cast into be purchased locally and cut as needed. All components are designed to work well together. any other lid on the a concrete tank,or market bolted down with• I • While not designed adapters. for vehicular traffic, • Adapter rings can • our lids have a also be cast right breaking point into a concrete tank. 1 greater t3000lb • Risers and adapters • n�"`�"`11.•e " '' (3600 kg). can be easily bond- r,,\ti,�s�rt T 'A • Lids are fastened ed to fiberglass I (t•i'" 1 f ; ,, f 4 tE 4 with stainless steel, tanks with a struc- • '5 $ ' pr „ l Y ;fir`°;`0 tamper-resistant tural adhesive. N 12{�,' , �r bolts(wrench • Grade rings allow I Aer Y r ,y• included)to prevent r T• ,n , installers to stack 4r s, r .% 4- F s , t accidental entry. le.k. .,) ,.. „: i „.,,,},,, ; „ u rY extensions onto �sy- �iA ,r, .r ,l r r jF >>> ,/ • �f�L4 i�i �r' ¢ %4{��� r rfj ,t;��rs,{`„yn'`,\(„`t }r _ G, • Lids are an attrac- risers in the field. '1,.,� 4, `;j r,it ,' c , F tive green and blend • Standard lengths ?s gY f •g'lQf,"$W4,•vit a'a 5 /,,� t. v; w in with landscaping. in 6 in.(152 mm) s ;;, ,t „ r�4"s Custom colors and ( increments are `�rr ,t'''Ysr� custom lid imprinting e , available,or custom ': } rr ' r are available on risers can be cut s r quantity orders. in increments of 1-3 . `_ • Lids are flat to allow in.(25-76 mm), ' placement of back- depending on furnishings.No diameter. yard �/jf( unsightly domes,no • Accessories such tripping. as adhesive,pipe • Lids are lightweight, grommets,cord Orenco's fiberglass access lids, risers, and other accessories are superior in quality, watertight,non-skid, grips,splice boxes, watertight, non-corroding, and lightweight yet strong. Custom imprinting is available and non-corroding. pipe cutting and on quantity orders of 24-and 30-in. diameter lids(610 and 760 min). Lid insulation and drilling tools,insula- carbon fitter vents tion,vents,and are available fiberglass brackets options. are available. • Lids come in multi- ple diameters and "----""•:--._1 are easy to install. "7,. To Order CSilI Call your nearest Orenco Systems`, Inc. Distributor. For nearest Distributor, Orenco Systems call Orenco at 800-348-9843, or visit www.orenco.com and click on "Distributor Locator." APS-RLA-1 Rev.4.2©1OJ05 w wvv.orcnc 0-cam A Complete Package of Tank Accessories IFiberglass Lids /� ll,.lti Lid Fasteners 111 Available in the followingdiameters: 1`' )��i ;;.'"t��+'•'�� ` Self-tappingstainless steel bolt can be igli l 11' stainless 12, 18, 24, 30, 48 in. (460, 610, 760, used on risers with and without bolt 1220 mm). Lighter-duty lids available •• `` catches. I in 8-, 12-, and 15-in. diameters (200, i , , , 305, 380 mm). Custom imprinting • t�; 'S ' r' +` I` �; r available on 24-in. and 30-in. lids • T t ^4 f, t, f'rsrr ",' J� S � (610 and 760 mm). Pif "'00(� <'� , W ,'`r St ' '' ''• -,01004,%V." r.:( t...,;%?:),:e,",5:: ---='; '2,-V,`;;.''' ' ' .4;-`,0:Tf PVC Risers Y �. < N , x� Available in the followingdiameters: • `'''`r'.��' I cs�:-. I • 12, 18, 24, 30, 48 in. (305,460, 610, '' "��`; ' �51 r i��L 760, 1220 mm). Can be installed with .:'t#,,,p,4 •• Cutting Jigs and Tools adapters or cast into concrete tank. ` �4` For cuttingPerma Loc,p !- f Ultra-Rib, Lighter-duty PIP risers available in 8-, r •, KOR FLO, and Ultra-Corr pipe in 12-, and 15 in. diameters(205,305, r•`,�„d J,/• •* the field and preparing pipe for and 380 min). . t• grommets/lid attachment. 113/ Tank Adapters _ s� } ' f r Available in 24 and 0-in. diameters , i 3 ,•*f (610 and 760 mm). Can be cast into • fy � ' , or bolted to concrete tank. '' 1 --s i:) 1 �� +', 1 fit r�f, t o m��{ ,!t .,�\i 4 r f,j w }Ur, F 4:11;°' 0 Structural Adhesives `'`'t Y''''J 'i ^ X "��`'`"i ' ' ' � I Choose from several types depending Riser Extension Adapters on application. Single- and two (Grade Rings) III FiberglassABS PRTA component. RRFTA adapter adapter fits 'l'hese easy-to-install adapters allow • fits square round • •,:: :•••:•:'` height adjustment of risers in the I openings. openings. i, ( •• n field. r I Bolt-Down Kits j !(\Sly tv, • � ,t - l. ,. �•�i For Listening tank adapter to tank. • )'s rt . .;� � V. ' "'` Kit includes stainless steel anchor .($t,f ; s , ,, • Ibolts and butyl sealant �`uu r0, ' I !IIV �� l s, i C.)nccnco Systems inc.2005 • Distributed By: I Technical Data Sheet I 4:1its Cal Access Risers — Ultra-Rib1M Oreneo Systems Incorporated 1-800-348-9843 Applications General I Orenco's Access Risers provide access to septic tank open- Orenco Ultra-Rib'"Access Risers are constructed of ribbed ings and can be cast into the tops of concrete tanks,bonded PVC pipe and are available in 12", 18",21",and 24"diameters. in place,or bolted down using a riser tank adaptor.They can They can be ordered in 3-inch increments in lengths up to 13 also be used as valve enclosures. ft for 12"and 18"diameter risers, and up to 14 ft for 21"and 24" diameter risers. I Standard Models "., `? I ifggt ,:\ RR12XX, RU18XX, RR21XX, RR24XXI ,� � „_ Nomenclature el � ,r teo 't-•' )It. , R ❑❑❑a❑+o+o S `r. ,y)r; . c u ° it f1 Discharge grommet: £ ��s�•;'`Sri(t"�;1� OS AO�S� r a� �� Ill 1,. 4,.�; S 1y,Q)o);,,,S ' Mwr..0 rros;�w??- •:,.':' ` l2 1 I;4�• I r ( yt9 r" « • �. Is I I�„ F ))�� r 11 .iJ �S tS'/�r (� � y !s"`'� >t ff �;t r � .f ' ra r.� Splice Box: ;* s't ^:::1?' ,, { a `. S „ 1"grommet installed(to!OrnncoSBI -SB4 splice boxes) I ' i i 1 .,). / , - f L = 1-1 4"grommet installed(for Orenco SBS.SB6 splice box) t .vl t J Si S131 attached • »uX4tS�, S2 SB2 attached f "'` S3 SB3 attach d mow. . ,ZLI, ....,, L5 S115 attached 1 1,6 S136 attached SX Predrilled hole for external splice box' XS Explosion-proof splice box for simplex pumps+ i XD - Explosion-proof splice box for duplex pumpst XT Explosion-proof splice box for triplex pumpst Riser height(inches) Riser diameter:I,";.1S 21" 24" ' Routing code: U = Ultra-Rib": IS" R ::: Ultra-Ribl": 12" 21",24•' Riser , *Minimum riser height IS" t Used in Class I Division I environments j Not intended for use over pump vaults I Materials of Construction I Ultra-Rib"' PVC Pipe: PVC Specifications I Model RR12XX RU18XX RR21XX RR24XX I I.Q. 11.74 in. (298 mm) 17.65 in.(448 mm) 20.5 in.(521 mm) 23.50 in.(597 mm) Wall Thickness-excluding ribs 0.10 in. (3 mm) 0.19 in.(5 mm) 0.25 in.(6 mm) 0.20 in.(5 mm) 0.0.-including ribs 14.60 in.(371 mm) 19.44 in.(494 mm) 22.63 in.(575 mm) 28.50 in.(724 mm) Weight per foot(meter) 5 lb(7.4 kg) 11 lb(16.4 kg) 15 lb(22.3 kg) 19 lb(28.3 kg) ©2008 Orenco Systems°Inc. NTD-RLA-RR-2 1 Rev.1.0,® 4/08 Page 1 of 1 I Submittal Data Sheet ,--.----..._' '711.0. Fiberglass Access LidsOrenco Systems 1-800-348-9843 IApplications General Orenco Fiberglass Access Lids are used as riser covers, pump Orenco Fiberglass Access Lids are molded using fiberglass I basin covers, and access port covers. Lids fit "Perma-Loc,""Ultra Rib," and KOR FLO type pipe. reinforced polyester resin encapsulating a wood core. The finish is green and the top surface is textured to provide a nonskid surface. (Gasketed lids include a polyurethane gas- ' ket or EPDM o-ring, which is cast-in). Lid comes with either two or four 1/4" stainless steel flathead socket cap screws Actual View and a hex key wrench. Orenco Fiberglass Access Lids are capable of supporting a 2500 lb. wheel load; however,they ,,,{px.l , • are not designed or recommended for vehicular traffic. �:f'Sd•r•r•r A••'r•r`r•J r.•••r•r•r:••• .i,.h. .5,•ti• •NL• SyK• •'L.y ;'..ti• .y.ti. .L.ti. .;.�y. '4:ti. -r•{ ;PS r4 ry •r•r r•r r.r• r•r r•r ' Standard Models IFL18G-4BU, FL21G, FL24G, FL24-4B, FL24G-4BK, FL306, FL48G ICutaway View Nomenclature FL as 'Indicates options: Wood Core G gket V = ven CF = carbon filter 12 = 2"insulation I Gasket 14 = 4"insulation 4B = 4 bolt hole lid for Perma-Loc/Ultra-Rib pipe(24"only) 4BU= 4 bolt hole lid for Ultra-Rib pipe(18"only) Seating Groove— 4BK= 4 bolt hole lid for KOR FLO pipe I Lid diameter: 18",21",24",30",48" Fiberglass lid Specifications IDimensions Model FL18 Model F121 Model FL24 Model FL30 Model FL.48 0.D.(in.) 20.0 22.5 26.25 32.0 53.875 I Groove I.D.(in.) 17.5 20.75 23.5 29.5 47.5 Avg.Thickness(in.) 0.625 1.0 0.75 1.25 1.5 IOptions Available Feature Model Code Adder Optional/Standard Air Vent V Optional ICarbon Filter' CF Optional Lid Insulation! 12 or 14 Optional 'For more information on this option,refer to the Carbon Filters submittal data sheet, NSU-RLA-CF-1. I 'Blue Styrofoam;R-value per 2"increment is 10. I Materials of Construction Fiberglass Reinforced Polyester Wood Core IEPDM or Polyurethane Gasket I ©2003 Orenco Systems Inc. NSU-RLA-FL-1 Rev.5.1,©11/03 Paget of 1 n I 00 N-0Z . 73 31( r 73z-1 z ❑ n-1 I- N.T7amNGJ i C I V) I '1D A 1 0N rm,-.❑❑.73 O+ rr.1 N z73n70.XlrT1 • � w 1 • :;. • i • i E 0 1 t I . m m D M • y �o < r'ici • I .o m • • kn .n m a N 0% i o O• r -r . o• 01 <= IGD •.. .� 4 - N C ' • • • . ate i0 / ;Z• r 1 f2 • o W L1, _ 4 J ZZ ' . . _, -13 I I INE m1 I ZZ J L1 ❑❑..C.3 .�6 S El r . • ��� z rI z1 • m mma 1 3 -n 1 z N GO❑ ? ey I •IX,0 Os 1 1 r❑ N A n -i o r w -I L1 r. '13 Vi < n 13 r � N mx • M m ❑ D . > D -I 2 1 2 1 Z fl N Z 1 -I Z r O I o < D m x O x W ❑ N Z c) m r'1 c) 1 -I x r ❑ w a t z a I n m rr9 ❑ ❑ 1 x x 2 z t7 m W r`I Cz.1 < 'l a 1 m m m N = W ^ -I M -9 vcnaN r'I n m z o o o _ D o o D ? 1 m UI �O-0D I CI r r 1 m D z 13 V 01 v 0 V w D."O 1 m < 1 -1 X) 0 Z m CO Z C a • mm❑m z v I -1 -'I u z z Cn 1 ❑ m •I •I c) H W I D N o AO . 1 x x : Z D Z D N �V rU I in O o = . �1 -1 0 m 1 V < 0 . .. O, I r `n ❑ ❑ A a o o �1 A ro cn ro < -13 .4.7. • I*1 f.) D❑ < WI N m m D CI m n . Z • '• C ❑ • 1 A x < a D • < 1 m a r 2 0 O O A O C — 2 •m 1 . 0 Z CI V)• G U1 al •. < U1 O• 1 m v " I as N 0 as o0 � m m n 0 0 m "I r m A ago• ca Z mo CU0M �` rN H Ca LZ'1 Z o< r .n 0 '• '� 3 H o C -L I 0 N n /� 0❑D • 0m `/ 0 1 i1i,1_,C N M C�.< w PI r N D C Zzm I r Residential Biotube Effluent Filters IApplications Standard Features& Benefits • Has 5-10 times • Easy to clean by I Our patented* 4" Biotube Effluent Filters, Biotube Jr., Biotube Insert more flow area simply hosing off Filters,and Biotube Base Inlet Filters are ideal for residential septic tanks. than other brands, whenever the tank They prevent large solids from leaving the tank, dramatically improving so lasts many needs pumping II wastewater quality and extending the life of residential drainfields. times longer • Removes about between clean- two-thirds of sus ings,increasing pended solids,on homeowner satis- average,extending I faction drainfield life 4 Biotube Effluent Filter • Installs in minutes • Corrosion proof inside new or construction,to I 4"Biotube Jr. existing tanks; ensure long life (4"Biotube cartridge available extendable tee 1 separately as Insert Filter) handle for easy I l . removal Optional Biotube 8"Base Inlet Filter 12"Base Inlet Filter Features& Filtering Benefits Process • Alarm available,to Effluent from the signal the need for relatively clear zone cleaning of the septic tank, • Flow modulating between the scum discharge orifices and sludge layers, available to limit horizontally enters flow rate leaving the Biotube Effluent tank, mitigating Filter. Effluent then 0010, 101011 ts"06 ''''''' :$itA,,,. surges and enters the annular increasing space between the I time housing and the Biotubes,utilizing • Custom and the Biotubes'entire commercial sizes surface for filtering. I Orenco's superior effluent filters resist clogging better than all other brands. Our stan- available Particles larger than lord,full sized 4"Biotube Effluent Filter provides maximum long-term protection in a the Biotube's mesh complete package, with housing. Our 4"Biotube Jr., at half the site of our standard are prevented from I model, has more filtering capacity than the full-.aged filters sold by other manufacturers. leaving the tank. For tanks with existing outlet tees, the Jr. Insert Filter is ideal.Aid for low profile tanks, there's the Base Inlet Filter. ICovered by patent numbers 5,492,635 and 4.439,323 �—.\-_ To Order ICall your nearest Orenco Systems', Inc. distributor. For nearest distributor, Ca call Orenco at 1-800-348-9843 or go to www.orenco.com and click on Orenco systems' I "Distributor Locator." Incorporated APS-FT-1 Rev.3.1 CO 1/03 www.orenco.com Orenco Systems",Inc. www.vericomm.net Nomenclatures 4" Biotube Effluent 4" Biotube Jr. ' 4" Biotube Filter(standard) Filter I FT 0 0 04 00-00 M A- Extendible PVC handle Tr customized options(e.g.,NC indicates North Carolina regions) Stainless steel set screws —�.^.� I Indicates float bracket attached !" Top seal plate. I Air vents Indicates flow modulation plate installed Cartridge height,28"and 36"are standard �is'Ti` Housing height,36"and 44"are standard j s f. j gc:Indicates filter diameter(inches) l:3 61 W=fits 3034 outlet pipe ='' ) S =fits schedule 40 outlet pipe it y i' r, i Biotube'filter cartridge ; P=1/16"filtration a ' ilz " i if Blank=1/8"filtration ? ' Biotube effluent filter series 3 • t? s.1 Itf i± e::) :o i 8", 12" Biotube Filter(base inlet model) i� : FT0OO22-14B0 t Solidr base I TAAdd float codesb forracket standard options:T r`` —Riser tj }; % wall Base inlet model 1 ' ;r;;.>,;;_. $ )} l Cartridge height,14"standard 'r ' Housing height,22"standard `�.. 1 tG: tTh t:�s'`a�c` Indicates filter diameter(inches) OVAI 08 = 8" Iii 12 = 12" P = 1/16"filtration i i r-- I Blank = 1/8"filtration ,_ Biotube effluent filter series t I 4" Biotube Jr. (includes cartridge and housing) I FTJO O0418MA I i - --or customized options(e.g.,NC Filter housing i indicates North Carolina regions) I Indicates float bracket attached Indicates flow modulation plate installed Cartridge height(inches) 0 0 0 II Indicates filter diameter(inches) W=fits 3034 outlet pipe S=fits schedule 40 outlet pipe Tank wall I P=1/16"filtration Blank= 1/8"filtration Jr.series Biotube effluent filter series 4" Jr. Filter Insert(cartridge only) Fri D 0418 -0- Tri customized options(e.g.,NC Distributed By: indicates North Carolina regions) W—fits 3034 outlet pipe I S=fits schedule 40 outlet pipe Cartridge height(inches) Indicates filter diameter(inches) P=1/16"filtration , Blank=1/8"filtration Insert series Biotube effluent filter series I n 0 N n A•MA 1k I/ z- Z C r o II.m n O z .A n m D r co v)v) I v1 xi 2>-.(,, V 1g Q� cm N Z:OfM):()r1 -I (A) • UI I _ - _ . •- • r • • N o a, � � m < 1 -I N FN roi D <II( ; II• ) 00• r L < m ;.. Am .m ;.• • or .' o al I . n .. mm • A A r • MPX ' E ��2 • I . r m Z 1'1 z UI • ; • m o Z . ;� • r z r MI r. o zz� .- ' �trfA Z A• �Z-I� ,I �0 o� r Zin rr+l �o� m❑ o �3 �"i zVV) A 1=1 wad 0• •Z� r o N A) n -1 o r m m -1 ci r v v) < m -o r 4- v, m; • M M a a -I s a x m x z V N z -I -1 z r D r ❑ x o x w ❑ Z n m m ci -I -1 x r ❑ co a < z ° D I a ❑ m o C x-I 0 3 Z t7 w w m Ll £ CI A In �1 m N ... w e• -I m v r m ❑ ❑ n z w ❑ ti �o -I I v 1 m Z Z Z ❑ m '1 S 23. -0 Z c '1 O -I n U1 I ova 13 V - wD.U- � omm < -I A 0 z AOVD zCa • l m-1om Z 7 -1 -1 r) z z N . A 2 m v V n N < A II 7C 7C V Z I D S (21 w8D (n A O _ • n I -1 H co �I V >E H O oo r N o ❑ C ."O o o O n A "1 N UI N j �'j D i- a No m n 0 co as ui O+ -I m a r t 15' 2 r2i1 i- '1 3 A n 0 ill I z w d o w A A < v D 2 < m = -< A m o e -A. Z cn Ui £ ut m :° A r m rn 0 I m ru 0 Cr, ry m • o A m Fl i r O O �- mo Am o � Zv �.i• ,j• NN - C CO z co Z M • io m r c) 0 z i 3 -i m I a 71 n 0 N Ana- 3 m n O Z Z N r-4z 03 f7- N C -< W m- cor zzm I -1A I TECHNICAL BROCHURE I '. FEATURES Impeller: Cast iron,semi-open, non-clog with pump-out vanes for 4. »z jY §A.4 044 mechanical seal protection. Balanced for smooth operation. Silicon ., I< bronze impeller available as an option. D•(",S�iz S , _ 4<..��,i Casing: Cast iron volute type for maximum efficiency.2" NPT �t�l:�rlflt ,r ' (•c<.•y ��//��; ;-�;, .,.,hbr � ' discharge. i, �Ej'. " `.:��.: Mechanical Seal: Silicon Carbide vs. Silicon Carbide sealingfaces. ,'F•,' t, h'i.N.C. ti (3�r. Stainless steel metal parts, BUNA-N elastomers. p; ;:.f.,•, `• {' Shaft: Corrosion-resistant, stainless steel.Threaded design. �. Locknut on all models to guard against component damage on %i', Effluent Pump ss`1�;sJ : , { , ` <. accidental reverse rotation. 14, c, k VOM/ir �;�%fI,Y�',,3` ,�k, t Fasteners: 300 series stainless steel. e'i 0,1 `X;c �,p�, '.,�, Prunning Ydamage to components. 1 �Fi6/0.Zj1's�s ,, , , %!?"..I - Capable of r without t z} 413 ty . 0;:',.s:). <-::;.?::::::0•'-',:'•/'a Designed for continuous operation when fully submerged. r, � 1t� v• } • '• 1 ' i ' "� - • EXTENDED WARRANTY AVAILABLE FOR RESIDENTIAL S , ,, iP� x , , ii.v CIJ , , �+11 , 0S `s V sam = ,, APPLICATIONS. I I WE Series 1 Model 3885 1 SUBMERSIBLE EFFLUENT PUMPS ' I I 4GOULDS a xylem brand 1 I Wastewater . i v � ..3. . , k. � � 11,> .. r..:��,,.v� ., fra� to x� !��a M:AatF�a� �a� �,v'w .,.:�'�?^�3 irs �e� I APPLICATIONS • SJTOW or STOW severe duty oil and water resistant I Specifically designed for the following uses: power cords. • Homes, Farms,Trailer Courts, Motels,Schools, • / - 1 HP models have NEMA three prong grounding Hospitals, Industry, Effluent Systems plugs. I SPECIFICATIONS /z• 1' HP and larger units have bare lead cord ends. Three phase(60 Hz): Pump • Solids handling capabilities: M" maxim m • Class 10 overload protection must be provided in • Discharge size: 2" NPT. separately ordered starter unit. • Capacities: up to 140 GPM. • STOW power cords all have bare lead cord ends. I •Total heads: up to 128 feet TDH. • Designed for Continuous Operation: Pump ratings •Temperature: are within the motor manufacturer's recommended 104°F(40°C)continuous, 140°F(60°C) intermittent, ' working limits, can be operated continuously with• See order numbers on reverse side for specific HP, out damage when fully submerged. voltage, phase and RPM's available. • Bearings: Upper and lower heavy duty ball bearing construction. I MOTORS • Power Cable: Severe duty rated, oil and water rests • Fully submerged in high-grade turbine oil for lubri tant. Epoxy seal on motor end provides secondary cation and efficient heat transfer. moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Option- • Class B insulation on y;- 1' HP models. al lengths are available. • Class F insulation on 2 HP models. • 0-ring: Assures positive sealing against contami- Single phase(60 Hz): nants and oil leakage. ' • Capacitor start motors for maximum starting torque. AGENCY LISTINGS • Built-in overload with automatic reset. $p, TByested toCanadian UL 778Stan andardd cSAsAssoci 22.2 108ationFile#L StandardsR38549 I c us METERS FEET I 40— 130 SERIES: WE WE15HH SIZE: 3/4" SOLIDS 120 RPM: 3500 & I 35 — 1750 110 WE2OH —► 5 GPM 30— 100 5FT I aI-U 90 WE15H = 25 - 80 E10 U I 70 E07 Q 20— 60 O WE05' I 15 — = EOSH O 40 10 — 30 WE03M 5 — 20 WE03L 10 I 0— 0 (M) (L) 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM I I I 1 I I 1 I I I I I I I I I 0 5 10 15 20 25 30 35 m;/hr CAPACITY PAGE 2 ou • s " a er ec no ogy Wastewater I MODELS Order HP Phase Volts RPM Number Impeller Maximum Locked Rotor KVA Full Load Resistance Power Weight I Diameter(in.) Amps Amps Code Efficiency % Start Line-Line Cable Size (lbs.) WE0311 L 115 10.7 30.0 M 54 11.9 1.7 WE0318L 208 6.8 19.5 K 51 9.1 4.2 WE0312L 0.33 230 1750 5.38 4.9 14.1 L 53 14.5 8.0 16/3 56 i WE0311M 115 10.7 30.0 M 54 11.9 1.7 WE0318M 1 208 6.8 19.5 K 51 9.1 4.2 WE0312M 230 q, 4.9 14.1 L 53 14.5 8.0 _ I WE0511H 1 ` 14.5 46.0 M 54 7.5 1.0 14/3 60 1 / 6 WE0512H 2: 7.3 T 34.5 M 53 9.6 4.0 .,1/LE>D53$K i i_i;i�212Lz_iAuRi�_.i.b8u.iJklk..A_A.3i8.A_ i ..A WE0532H 3 :.- .L..,..., 3.3 18.8 R 70 NA 5.8 14/4 60 I/ WE0534H 460 1.7 9.4 R 70 NA 23.2 WE0537H 0 5 575 1.4 7.5 R 62 NA 35.3 WE0511 HH 115 14.5 46.0 M 54 7.5 1.0 14/3 60 WE0518HH 1 208 8.1 31.0 K 68 9.7 2.4 16/3 60 WE0512HH 230 7.3 34.5 M 53 9.6 4.0 WE0S38HH 200 3.88 4.9 22.6 R 68 NA 3.8 WE0532HH 3 230 3.6 18.8 R 70 NA 5.8 14/4 60 i WE0534HH 460 1.8 9.4 R 70 NA 23.2 WE0537HH 575 1.5 7.5 R 62 NA 35.3 WE0718H 208 11.0 31.0 K 68 9.7 2.4 1 14/3 70 WE0712H 230 10.0 27.5 J 65 12.2 2.7 I WE0738H 200 6.2 20.6 L 64 NA 5.7 WE0732H 0.75 3 230 4.06 5.4 15.7 K 68 NA 8.6 14/4 70 WE0734H 460 2.7 7.9 K 68 NA 34.2 WE0737H 575 2.2 _ 9.9 L 78 NA 26.5 WE1018H 1 208 14.0 _ 59.0 K 68 9.3 1.1 14/3 70 WE1012H 230 3450 12.5 36.2 J 69 10.3 2.1 WE1038H 1 200 4.44 8.1 37.6 M 77 NA 2.7 I WE1032H 230 7.0 24.1 L 79 NA 4.1 3 14/4 70 WE1034H 460 3.5 12.1 L 79 NA 16.2 WE1037H 575 2.8 9.9 L 78 NA 26.5 WE1518H 208 17.5 59.0 K 68 9.3 1.1 1 14/3 80 I WE1512H 230 15.7 50.0 H 68 11.3 1.6 WE1538H 200 10.6 40.6 K 79 NA 1.9 4.56 WE1532H 3 230 9.2 31.7 K 78 NA 2.9 14/4 80 WE1534H 460 4.6 15.9 K 78 NA 11.4 I WE1537H 575 _ 3.7 13.1 K 75 NA 16.9 WE1518HH 1'5 1 208 17.5 59.0 K 68 9.3 1.1 14/3 80 WE1512HH 230 15.7 50.0 H 68 11.3 1.6 WE1538HH 200 5.50 10.6 40.6 K 79 NA 1.9 WE1532HH 230 9.2 31.7 K 78 NA 2.9 3 14/4 80 WE1534HH 460 4.6 15.9 K 78 NA 11.4 WE1537HH 575 3.7 13.1 K 75 NA 16.9 WE2012H 1 230 18.0 49.6 F 78 3.2 1.2 14/3 83 111 WE2038H _ 200 12.0 42.4 K 78 NA 1.7 WE2032H 2 230 5.38 11.6 42.4 K 78 NA 1.7 3 14/4 83 WE2034H 460 5.8 21.2 K 78 NA 6.6 i WE2037H 575 4.7 16.3 L 78 NA 10.5 I I PAGE 3 I PERFORMANCE RATINGS ::::Ilona,per m riute; COMPONENTS I — Order WE- WE- WE- WE. WE- WE- WE- WE. WE- Item No. Description No, 031. 03M, 05H 07H 10H 15H 05HH 15HH 20H 1 Impeller 1 HP 'AV /: %, 1 lit.. '6 1 V 2 2 Casing RPM 1750 1751. 3500 't500 3500 3500 3500 3500 3500 3 Mechanical Seal 4 Motor Shaft 5 Motor I 10 70 63 78 94 - - 58 95 6 Ball Bearings 15 52 52 70 90 103 128 53 93 138 7 Power Cable 20 27 35 60 83 98 123 49 90 136 8 Casing 0-Ring I 25 5 15 48 76 94 117 45 87 133 Le30 35 67 88 110 40 83 130 - r•�..- ••• 35 - - 22 57 82 103 35 80 126 I d 40 - - - 45 74 95 _ 30 77 121 {L -p 45 35 64 86 25 74 116 E."' m — .'::\.„ ... . :< d 50 - - - 25 53 77 - 70 110 T'"''"'' s r: i I c 55 - 40 67 - 66 103 5— ' 6 ~ 60 30 56 63 96 . f , 4 65 - - - 20 45 - 58 89 8— ,;;,?: ' • 70 35 - 55 81 y , 75 25 51 74 ' . '-fAt 1 r ,,.:...... .,.. 80 - - - - - - - 47 66 •2--- i'"y "7 90 - - - - - - 37 49 100 - - - - - 28 30 IIDIMENSIONS (All dimensions are in inches.Do not use for construction purposes.) I A , r% i.' r 11f" > I _ 5Y ROT•T ON 16" t F �� , "' 1 2„NPT I 81/2" VINT VI T KICK-BACK -7s,. y I I le m Xylem, Inc. I Let's Solve Water 2881 East Bayard Street Ext., Suite A Seneca Falls, NY 13148 Phone:(866)325-4210 Fax: (888)322-5877 I www.xyleminc.com/brands/gouldswatertechnology Goulds is a registered trademark of Goulds Pumps,Inc.and is used under license. ©2012 Xylem Inc. B3885 R1 April 2012 I i- i ,. i i 113DA2 • i STF-100 FEATURES i ❖ Low maintenance ❖ Easy to install and service PIMP. ❖ Economical of drain I ❖ Extends life field I ❖ Improves effluent quality I ❖ The last line of defense before the laterals • Vortex scrubbing action helps keep filter clean providing maximum maintenance ' intervals Uses a S.S.filter screen with .062 diameter holes I ❖ Provides a 69.52 sq. in. or 41% open area which allows the filter to pass 83.8 i GPM at 1 PSI ii . ❖ Assures quality effluent with lower TSS 111 ' levels, keeping pressurized systems functioning at 100% efficiency rs ❖ Low head loss .5002 ft. or .21 PSI ❖ Flow rate with clean screen 120,672 GPD • r @ 1 PSI • ❖ Flow rate with 95% plugged screen ' 114,912 GPD @ 1.8 PSI ❖ Job ready with 2" schedule 80 union STF-100A2 and tailpiece attached (STF-100) ❖ Field assemble does not include union or tailpiece (STF-100A2) • Use optional filter socks to filter smaller particles I I • • Order part No.STF-100 • • , STF-100A2 I #a CAD detail drawing available in DXF format 06m • RELATED PRODUCTS - ' STF-104-600M page 14 ' ' STF-104-15019OM page 14 I STF-104TN page 14 STF-101 page 14 STF-101A page 14 STF-107page 14 STF-102 page 14 • • STF-FC page 14 STF-150page 14 1 U.S.Patent#5,885,452 STF-103Bpage 14 III Canada Patent#2,237,751 STF-105 page 14 PAGE Toll Free 888-999-3290 Office 231-582-1020 Fax 231-582-7324 Email simtech@freeway.net Web www.simtechfilter.com 1 Orenco SYSTEMS S T E M S I VeriComm® S_RO Control Panels IApplications Features, con't. I VeriComm Si RO and S2R0 remote telemetry control panels are used Communication and Alarm Management with on demand simplex pumping operations.Coupled with the web- • Provides remote telemetry and a web-based monitoring applica- based VeriComm Monitoring System,these affordable control panels tion for communication and alarm management(see VeriComm Igive wastewater system operators and maintenance organizations the Monitoring System,NTD-CP-VCOM-1) ability to monitor and control each individual system's performance . Updates point values(including timer settings)and queued changes remotely,with real-time efficiency,while remaining invisible to the during each host communication session homeowner. • Contacts with host monthly; more frequently during alarm conditions I "M'b �f Multiple Communication Methods r;I I f `. ,,T tr, tt, ,r,4r>, N „r • Call-In to VeriComm Host(phone line or optional high speed intemet) i. � l a 'r $'h I Y -.:': ' `fi r`si ' { , S tf*� 9 ' -Signals critical fault conditions that require immediate attention I t.!, F f'` - fit , i 'iv'; fl g�4 qAy �...-� r\ f f-, ,,r i on s ,, ,ffi#'li^sy.'g'I�y (e.g.,pump failure)through automatic alarm notifications t:,t iMrez 11 i 4'i rA l� d -_{ —Signals less-critical fault conditions(e.g.,stuck float switch)through ''J r ``' ' 'f i ` rr b ` r r�y automatic alert notifications and triggers the panel's troubleshooting '::') e i ,rfu1tt�, 'c N ; 99 P i.';-r'`� .� ;:i,i1`', rti:iic �f l'' ` l c ! logic and alternative operating mode `"'' `S"j t a —Sends updates through automatic update notifications,including x$��11>'���H,� �r1 fir'' r '; ( e>:aF3 , P'a: t 4 s , 1 ,w r f v-'S� _4 f , >f ! „ alarm updates or all-clear notifications following alarms/alerts,as I i ,., V,, `y, ;''G� 4, I Yvrrr well as normally scheduled monthly panel reports n1/4j 0,101, ?) ,, 5 ,1 t, p 0. �i Y ,� � � f ,rv,� Lile —Allows manual,forced communication from panel to host for updat- e.Wf ,R ,p ,t" t ing point values and receipt of queued changes ' ,2,��;}�4 -'%��1 / ; �c °,r/�/l.}��V°r • Real Time,Manual Direct Panel Connection °i} `e� i 4; _ —Allows a local operator real-time access to detailed logged data I�- Pi ` >, ' . " and the abilityto change point values through direct connection via , + . j �:, r............................................°`II r 9 g a` �. ;ps RS-232 serial port from a laptop or Android device with optional 1; s,, Typical VeriComm' S RO Control Panel ;A Bluetooth` kit } �;;�.. Standard Models:VCOM S1R0,VCOM S2R0 —Allows a local operator to initiate an auto-answer mode in real-time ' Features to access detailed logged data and the ability to change point val- ues via direct,forced communication at the site Three Operating Modes Open-architecture software with password security is used during ill • "Start-Up Mode"collects trend data and establishes operating stan- time,manual connections.Orenco offers BT-VCOM software as an dards during the first 30 days of operation option,but VeriComm panels require no proprietary software,VT100 • "Normal Mode"manages day-to-day functions protocol allows access and control from a Mac or PC computer using a simple communication program(e.g.,Windows° HyperTerminal),with • ''Test Mode"suspends data collection and alarm reporting during multilevel password protection ensuring that only qualified personnel can installation and service access the panel's data. Data Collection and Utilization Status Light Indicators • Compiles data logs of system conditions and events such as pump _Flashing green LED for normal operation run times,pump cycles,and alarm conditions --Yellow LEDs for status of digital inputs Troubleshooting and Diagnostic Logic -•Red LEDs for status of digital outputs and modem activity I • Reports suspected component failures,which then trigger alarms Advanced Control Logic UL-recognized and FCC-approved • Activates system diagnostics in the event of a float failure or malfunc- ttion and maintains normal system operation until servicing can occur IFor more,ntormalion.try our online aemo at wn-w vericomm.net(no password requrredi. Orenco Systems°Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541.459-4449•www.orenco.com NTD-CP-VCOM-4 I Rev.1.0,0 06/18 Page 1 of 2 Orenco SYSTEMS I MN O� o o xO O / ---\ DO al a SS SS moo 00 0 II '• of It IA 00948 i 0 71 I i i i 0� _ O cc— I l J Q• . \0 / o\-1 • /0 0 — act l '-f Standard Components I Feature Specifications 1.Motor-Start Contactor 120 V.16 FLA, 1 hp(0.75 kW),60 hz;2.5 million cycles at FLA(5 niillion at 50%of FLA) I 240 V,16 FLA,3 hp(2.24 kW),60 hz;2.5 million cycles at FLA(5 million at 50%of FLA) 2.VeriComm Remote ATRTU-100:36/18 VAC(center tap transformer);8 digital inputs.4 analog inputs,4 digital outputs,0 analog outputs, Telemetry Unit' on-board modem(2400 baud);LED input and output indicators;1-year battery backup of data and program settings 3.Toggle Switch Single-pole,single-throw,momentary manual switch;20 A,3/4 hp(0.75 kW) 4.Phone Line Surge Surge protection for phone line;DSL filter for lines that also carry DSL service;connection to panel via RJ11 jack I Arrestor/DSL Filter or terminal block 5.Controls Circuit Breaker 10 A,OFF/ON switch;single-pole 120 V;DIN rail mounting with thermal magnetic tripping characteristics(240 V units are available for international markets) 6.Pump Circuit Breaker 20 A,OFF/ON switch;single-pole 120 V or double-pole 240 V;DIN rail mounting with thermal magnetic tripping characteristics I 7.Fuse 250 VAC, 1 A 8.Transformer 120 VAC primary,36 VCT @ 0.85 A secondary 9.Audible Alarm 95 dB at 24 in.(610 mm),warble-tone sound 10.Visual Alarm 7/8-in.(22-mm)diameter red lens;"Push-to-silence;"UL Type 4X rated,1 W LED light,120 V 11.Panel Enclosure Measures 13.51 in.high x 11.29 in.wide x 5,58 in.deep(343 mm x 287 mm x 142 mm);UL Type 4X rated;constructed of UV-resistant fiberglass;hinges and latch are stainless steel VCOM-S1 RO 120 VAC, 1 hp.16 A,single-phase,60 Hz VCOM-S2 RO 120 VAC,1 hp,or 240 VAC,3 hp; 16 A,single-phase,60 Hz I 'See VeriComm`Moo,.• System iNTD-GP-VCOM-11 for details. Optional Components 111 Feature Specification(s) Product Code Adder Pump Run Light 7 8-in.i22-mmi diameter green lens.UL Type 4X rated, 1 W LED light, 120 V HI _ I Heater Anti-condensation heater;self-adjusting:radiates additional wattage as temperature drops r 1 Additional options avaijh e on a custom bows Contact Orenco Copilots for'note information. NTD-CP-VCOM-4 Orenco Systems'Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449 •www.orenco.com i Rev.1.0,©06/18 Page 2 of 2 1 Technical Data Sheet ,—�. osi 1 Float Switch Assemblies Orenco Systems 800-348-9843 Applications General I Float switches are used to signal liquid level positions for alarm and pump control applications.Orenco float switch assemblies All models listed are UL listed and CSA certified for use in water or sewage. "A"model float switches are also CE certified for sale can be mounted in pump vaults,effluent screens,pump basins, in European Union countries. Non-mercury float switches and risers. (models B,C, D,L, N, P,V and X)are used where components 1 r containing mercury are prohibited. Float switches are typically ordered in assemblies that include On Float collar one or more switches mounted on a 1-inch PVC float stem.ABS float collars are used to provide secure mounting that is easily X adjustable. "A" and "T" model float switches use Super Vu-Tron' 5 electrical cords for superior chemical and water resistance. 0 I Set point -•--s--•c( —C o Standard Models Y A, B, C, D, G, L, N, P,T,V,X Off Nomenclature Float tether MF - Tom length option: e 4 Blank= 10 ti(3 m),standard 20 = 20 ft(6 m) 1 30 = 30 ft(9 m) 50 = 50tt(15m) Application: FS = field set 1 Float stem — FTL = elbow-style(base-inlet fillers only) PB = pump basin V = pump vault(standard float settings) VC = pump vault(custom float settings) I llant stem length: Blank= no float stein(floats and collars only) 19,21,27,33,37,39,45.51,57,66 = stem length.in. ® 5,11 = stern length,in.(for elbow-style float brackets) Float color code and function: 1 Blank= no color code B = blue(pump on) G = green(pump or override timer on/off) P = purple(lag pump orvenable) R = red(pumps/timer on/oil) W = white(redundant ott,low level alarm) I a. Y = yellow(high level alarm! YG = yellow-green(high level alarm,override timer on/off) YP = yellow-purple(high level alarm,lag pump on/enable) The "On"and "Off"positions describe normally open floats. Float switch models(listed in order from the lop of the float stern down): 1 For normally closed floats, the functions are reversed. A,B.C.o,G.L.N.P,T,V.X Number of float switches(when using multiples of the same float switch model): Blank= no multiples of the same float switch model Materials of Construction Float switch assembly iFloat housing Impact-resistant, noncorrosive PVC plastic Nomenclature Examples for use in liquids up to 140'F(60' Cl p I Float cord, Flexible 2-conductor(UL,CSA)SJOOW; When ordering float switch assemblies,remember to list float A and T models Super Vu-Tron" Supreme,yellow switches from the top of the float stem down.An "MFABT-" Float cord, Flexible 2-conductor(UL,CSA)SJOW;water- nomenclature indicates one "A"switch at the top of the stem,one All other models resistant(CPE); neoprene coating "B"in the middle of the stem,and one "T"switch at the bottom I Float collar ABS of the stem;an "MFAAT-"indicates"A"switches at the top and middle of the stem,and one"T"switch at the bottom of the stem. II ©2013 Orenco Systems"Inc. NTO-MF-MF-1 Rev.1.2,®07/13 Page 1 of 2 1 Float Switch Assemblies I Signal- and Motor-Rated Float Switch Matrix Float State' Type2 IR3 Volts Amps hp Tether X Y Drawdown' I Signal-rated mercury floats5(for control switch applications) A Model' Normally open Mercury Yes n/a n/a n,a 2.00 in. n/a n/a n/a I T Model Normally closed Mercury Yes n/a n/a n/a 2.00 in. n/a n/a n/a Signal-rated mechanical floats5(for control switch applications) L Model' Normally open Mechanical Yes n/a n/a n/a 2.00 in. 1.50 in. 1.50 in. 3.001[1 ' Normally closed Mechanical No n/a Na n/a 2.00 in 1.50 in. 1.50 in. 3.00 in. Model" Normally open Mechanical No n/a n/a n/a 2.00 in. 1.50 in. 1.50 in. 3.00 in. Model" Normally open Mechanical,small drawdown Yes n/a n/a n/a 2.00 in. <1 in. <1 in. <1 in. X Model Normally closed Mechanical,small drawdown Yes n/a n/a n/a 2.00 in. <1 in. <1 in. <1 in. Motor-rated floats5(for pump switch applications) B Modelb Normally open Mechanical No 120V 13A 1/2 hp 2.00 in.c 2.50 in. 1.50 in. 4.00 in. I 240V 13A 1 hp 3.00 in. 3.00 in. 1.50 in. 4.50 in. 4.00 in. 3.25 in. 1.50 in. 4.75 in. C Modelb Normally open Mechanical No 120V 13A 1/2 hp 2.00 in. 3.00 in. 2.50 in. 5.50 in. 240V 15A 2 hp 3.00 in.' 3.50 in. 3.00 in. 6.50 in. 4.00 In. 4.00 in. 3.50 in. 1.50 in. II5.00 in. 4.50 in. 4.00 in. 8.50 in. 6.00 in. 5.25 in. 4.25 in. 9.50 in. D Modelb Normally open Mechanical rlo 120V 15A 3/4 hp _ 2.00 in,' 3.00 in. 2.50 in. 5,50 in. I 740V 15A 2 hp 3.00 in. 3.50 in. 3.00 in. 6,50 in. 4,00 in, 4.00 in. 3.50 in. 7.50 in, 5.00 in. 4.50 in. 4.00 in. 8.50 in. I 6.00 in. 5.25 in. 4.25 in. 9.50 in. G Model Normally open Mercury Yes 120V 15A 3/4 lip 2.00 in. 1.50 in. 3.00 in. 4.50 in. 240V 15A 2 hp 3.00 in.' 1.75 in. 3.00 in. 4,75 in. I 4.00 in. 2.00 in. 3.50 in. 5.50 in, a.Suitable for use with VCOM and MVP. b.Suitable for use with potable water. I r.Standard tether length Notes 'State:normally open or normally closed °Drawdown I The default state of a float-normally open or normally closed-refers to the Drawdown(in inches)refers to the difference in liquid level between a float contact positions in the float when the float is resting(down).Float switches switch's activation and deactivation points.Drawdown can be altered by have an internal contact.The terms"normally open"(N/0)and"normally adjusting the tether length of the float switch cord.When selecting float I closed"(N/C)refer to the state of the float switch contact in the down position. switches,keep in mind that any float switch that can directly start and stop A normally open float switch has an open contact(off)in the down position and a pump(one that has no motor contactor in the control panel)should have a a normally closed float switch has a closed contact(on)in the down position. drawdown capability,to avoid rapid cycling of the pump. Different panel functions require different types of float switches.Most appli 5 Signal-rated or motor rated cations require float switches that are normally open.One notable exception is Every float has a maximum amount of current it can handle.Exceeding these the redundant off and low-level alarm function that requires a normally closed limits may cause premature failure.Signal-rated or"control"floats are used float switch,except with MVP and VCOM panels. to activate pump control panels and alarms.Only low amperage signals pass 2 Type through these float switches,hence the float switch is"signal-rated."All Floats have mechanical or mercury contactor types. The important distinction Orenco panels that use motor contactors can use signal-rated float switches. between these is that mercury floats are not rated for potable water. In some systems,a float switch is used to directly start and stop a pump.In 3 this application,the current that is running the pump passes through the float IR(intrinsically safe relay) switch as well,and the float switch must be"motor-rated."In most instances, Approved for use with intrinsically safe,Class I,Division 1 applications,where a motor-rated float switch can be used as a signal float switch. reliable float switch operation with very low current is required. NTO-MF-MF-1 2013 Orenco Systems" Inc. I Rev.1.2,C?07/13 Page 2 of 2 °1at> Float Switch Assemblies °B I Orenco Systems Irr,orl;oat:-d 1-800-348-9843 IInstallation, Operation and Maintenance Instructions Model MF IInstallation Instructions The float switch assembly is typically mounted in the screened pump vault or effluent screen inside of a septic or dosing tank. I The assembly is detachable without removal of the screened pump vault or effluent screen.A typical float switch assembly is shown below. 1 Step 1: - Each float cable is provided with a color marker.This marker indicates the 0 ~ function of the float. Make sure that your float cable color markers corre- I spond with the wiring diagram provided. If the wiring diagram does not Float function match your float cable marker colors,contact Orenco Systems® Inc.or I I color marker your local dealer for assistance. 4. i Float stem ; j Adjustable float I �t�4 collar t14 r �rwff� Stainless steel set screw I ` . $:r A l I .1 Float I L I Step 2: To check for proper float switch operation,move each switch up and down and check for interference. Remove the assembly from its holding bracket ' by snapping it out of the holding bracket. 101P, IR i i 2. f • p4f- r \ I ©2003 Orenco Systems Inc. NIN-MF-MF-1 Rev.2.0.©11/04 Page 1 o14 I Installation Instructions (continued) I ,r- /;. Step 3: © .. � r 1. i ..�.; . If any float interferes with another,the float may be adjusted by loosening I•..-:. - l , the stainless steel set screw provided in the float collar. Using a phillips screwdriver,slowly back the screw out of the collar to a point at which the III ' j / collar may be adjusted. Be careful not to back the screw completely out of I the collar. Carefully rotate the collar on the stem until the float switches can i move freely past one another.Tighten the stainless steel set screw and • f; , recheck. I ji Warning: Be careful not to alter the the tether lengths of any of the floats. , Alteration of the tether length may affect proper operation of the float r ►�j I `' I -'1 switch assembly. ifiri) , ,-..: ' � \ L f �- t I 1 ' 0 Step 4: 1..._ r I. Check the float settings with the project plans and specifications. If the set- ' , �em� ' tings need to be adjusted, loosen the set screw as described in step 3. ii Adjust the float switches to the desired level and tighten the set screw. / Make sure float level settings do not violate any state or local regulations. I Note: The float stem provided is the maximum length possible without I interfering with the pump minimum liquid level or screened pump vault I intake ports. Never lengthen the float stem without prior approval from (�� , - Orenco. Lengthening of the float stem will void the warranty. 0.), I� 0r---.5, Step 5: I IReplace the float switch assembly in the holding bracket. Make sure the •' * assembly snaps fully into the bracket. IStep 6: 1 I To allow for easy removal of a float switch assembly, a 1" diameter handle ,� may be added to the top of the float switch assembly. Measure the distance I from the top of the float switch assembly up to about one foot from grade ' F level. Cut a 1" diameter PVC pipe to the measured length and glue it into the handle. I c____, f., NIN-MF-MF-1 ©2003 Orenco Systems*Inc. I Rev.2.0,011/04 Page 2 of 4 Installation Instructions (continued) Step 7: 1 dga• � When used with an Orenco electrical splice box: Push the level control wires through the watertight cord grips into the electrical splice box. Leave an adequate length of electrical cable coiled Y :-rla` 411-114 ' inside the riser to allow for easy removal of the pump and float switch • M assembly. Do not remove the colored markers or the paper tags from the float cables,and do not try to thread the markers and tag through the ® J cord grip.Tighten the cord grips by hand,not by tool,then test the tight- ness of the cord grips by tugging on each cable.A cable is secure when the cord grip is tight enough to prevent slippage.Adequate lengths of cable should be left within the splice box to allow easy removal for future disconnecting and resplicing. Note: See the splice box instructions(EIN-SB-SB-1)and ' corresponding splice box diagram for connection instructions. I 1 1 ©2003 Orenco Systems'Inc. NIN-MF-MF-1 Rev.2.0,©11/04 Page 3 of 4 • Maintenance Instructions Orenco Systems 1.800.34B•9843 During the annual inspection,follow the testing procedures provided to ensure that the system is operating properly. If a float is found to be faulty, either during the annual inspection or during troubleshooting after an alarm condition,see the section below titled Removing and Replacing Inoperative Floats. Removing and Replacing Inoperative Floats ' Important: Before doing any work either on the wiring to the level control floats and pump in the vault or in the pump control panel, switch the circuit breakers in the panel to their "OFF"positions;then switch off the power to the system at the service entrance panel. 1. Remove the float assembly from the vault. 2. Using a Phillips screwdriver,remove the stainless steel screws from the splice box lid, being careful not to drop the screws into the tank. If the splice box was submerged, or if there is a crack in the conduit,there may be water in the splice box. If this is the case, remove water from the splice box with a syringe, sponge,or other appropriate method. Loosen the cord grip at the splice box and verify the appropriate splice for the float. Unscrew the wire nuts and remove the float. 3. Remove the inoperative float and replace it with a new one. Push the float cable through the watertight cord grip into the electrical splice box. Leave an adequate length of electrical cord coiled inside the riser to allow for easy removal of the float assembly. Do not remove the colored markers or the paper tags from the float cords, and do not try to thread the markers and tag through the cord grip.Tighten the cord grip by hand, not by tool,then test the tightness of the cord grip by tugging on the cord.A cord is secure when the cord grip is tight enough to prevent slippage.An adequate length of cord should be left within the splice box to allow for easy removal for future disconnecting and resplicing. 4. Refer to document EIN-SB-SB-1 for instructions to splice the float wire to the wire from the control panel.Attach the float wires using the waterproof wire nuts. It is necessary to replace this wire nut with a new watertight wire nut.Always use watertight wire nuts or heat shrink splice kits for all connections! 5. Replace the float and collar and return the assembly to the pump vault. 6. Reconnect power and test the unit. 1 1 NIN-MF-MF-1 ©2003 Orenco Systems'Inc. Rev.2.0.©11104 Page 4 of 4 I I • Solenoid Valves IDescription The Solenoid Valve is used to flush field and I filters and as zone valves. It is electrically operated. _ �+ It is normally closed, and in the event of a r power failure the valve will close. IGeoflow's automatic water control valves arc designed for vertical or horizontal installation. The Wye `1'' valve body design includes a full bore seat with unobstructed flow path, I free of any in-line ribs,supporting cage,or shafts. A Its unitized Flexible Super Travel (FS"I) diaphragm and quid S1"I.\'l l i Ii and _.,..,,, ed plug provide a significantly 'look through' passage from * . S\'I.\'B 13o I end to end resulting in ultra-high flow capacity with minimal . { a. pressure loss. The combination of a long travel guided valve - ' plug, peripherally supported diaphragm, and SWI.\'B200 and replaceable valve seal provides: SVLVB 300 • \u chattering or slamming closed I • Accurate and stable regulation with smooth motion • I.ow operating pressure requirements • \u diaphragm erosion and distortion I ■ Chemical rc<i.tant ISVLVB-100 SVLVB 150 SVLVB 200 SVLVB 300 Inlet/(Outlet Size (l'NPT) I" 1.5" 2" •.) 3" Length (1) 4.3" 6.3" 0.0" -- 1 2" Height (H) 4.5" 2" - 1" 11.0" Width (\X) 3.0" 5.0" i 4" I R 7/8" 1-3/8" i:. 1-5/8" 4.0" Weight12.5 oz 2.2 lbs. ?.97 lbs. 8.8 lbs Valve pattern Globe Globe 1X ye 'Y' I Operating range 10 150 psi III - 150 psi 7 - 140 psi 140 psi Max pressure 180 deg I' 180 deg I 180 deg i ) 180 deg I' Materials .) I Body&cover Nylon reinforced Nylon reinforced Glass filled nylon `` Glass filled nylon Metal parts Stainless steel Stainless steel Stainless steel Stainless steel Diaphragm Natural rubber Natural rubber NIiR (Buna-N), NBR (Buna-N), orlon reinforced nylon reinforced I . fabric fabric Seals NBR& NR NBR& NR NBR (Buna-N) Milt (Iiuna-N) 1 I I Geoflow, Inc. Tel 415-927-6000 1800-828-3388 Fax 415-927-0120 www.geoflow.com product Shuu eri._'ail I S"Irroad\.tk. 1 lilt-Luuld U On/Off Modes 1 rI :f�a. _ 1 w . ,,. �.�,Y�. Mf a ir- wr ilk' is r )..: ° $ F- )) )i --- a i 3-Way Control 2-\\'ay Internal Control I.ine pressure applied to the control chamber of the valve I.ine pressure enters the control chamber through the in- ' creates a hydraulic force that moves the \,tive to the closed ternal restriction.The closed solenoid causes pressure to position and provides drip tight scaling. Discharging pros- accumulate in the control chamber, thereby shutting the sure from the control chamber to the atmosphere causes valve. Opening the Solenoid releases more flow from the the line pressure under the plug to open the valve. control chamber than the restriction can allow in.This I causes pressure in the control chamber to drop,allowing the valve to open. 1 Installation The manual bleed lever should always be in the VI NH(: \I,position and the dial on top should be free spinning. Clock- wise rotation closes valve. Pressure boss through valves (in psi) I Recommended minimum pressure differential: 7 psi Electrical data: I Wiring requires a single lead from the controller to each solenoid valve, plus a common neutral to all solenoids. Type VI' wire, l'1.listed,is recommended for all hookups. Standard 24V ACV (5((-601-L) Current I lolling I►24,\ 5,76 VA II Current Inrush (1.46;\ l I.114V;\ Maximum allowable loss 4.8 Volts for the 2-1V .\(, system Contact (.7eotlow for optional voltages or larger valves I Maximum Length of wire run-Controller to Valve # \\ ire Resistance \l;t\imum Run I Ohm / l(ull' #18 6.39 8(((( Ft. #16 4.02 I,2-5 Ft. ' #14 2.58 2,111 lU Ft. #12 1.62 3,200 Ft. #1(1 l.(t2 5,100 l t. I #8 11.641 8,000 Ft. #6 U-4113 12,75(0 Ft. #4 0253 20,5110 Ft. #2 0.158 32,5(I(1 Ft. \lasimum Voltage loss with a valve with a three way Solenoid is 4.8 Volts I w Geoflow, Inc. Tel 415-927-6000 1800-828-3388 Fax 415-927-0120 www.geoflow.com of 1Llin. , ( TRUE UNION UTILIT SWING: & SPRING CHECK VALVES ) I Features - PVC White - PVC Clear Spears" True Union Utility Swing C c ' sir - a-sr to t -' itliii True Union Utility Spring Check Valves offer a compact, I - ` : • high performance check valve for Landscape & Irrigation, Pool & Spa, Aquaculture, OEM I and many general pur- \ pose applications.True Union design allows for easy in line Okitp_ replacement of maintenance free sealed units. These valves , feature long-life EPDM elastomer seats with weighted disc I '��► g for full-flow with minimal restriction and positive shutoff. Spring assisted "Spring Check" model incorporates a posi- I five-pressure spring to assist in valve closing without slam- ming. Produced from PVC White or PVC Clear material with Socket,Threaded or SR Threaded end connectors in IPS Sizes 1 2' through 4". ISample Engineering Specification • Chemical & Corrosion Resistant PVC White or High All thermoplastic check valves Shall be True Union Utility Visibility PVC Clear Construction II Swing Check or True Union Utility Spring Check type con- • No Metal Parts on Swing Check-Stainless Steel Spring structed form PVC Type I,ASTM D l7$4 Cell Classification on Spring Check 12454. All union nuts shall have Buttress threads coupled . True Union style for Easy In-line Replacement of a replaceable sealed unit with EPDM seat and weighted Sealed Unit Ito disc. All Spring Check Valves shall have stainless steel Strong Buttress Threaded Union Nuts spring assisted operation. All valves shall have external • flow arrow direction designation. All valves shall be cer • Engineered for Maximum Flow, Quick Response & I titled by NSF:K International for use in potable water Positive Shutoff service. All valves shall be pressure rated to 150 psi for • Long-Life, High Grade EPDM Seat with Weighted Disc water 4,73°F in lull flow (open) position and to 75 psi • Spring Assisted Spring Check Model Option for (i 73°F back pressure(closed),as manufactured by Spears'" Positive Closing I Manufacturing Company. • Pressure Rated to 150 psi @ 73°F Full-Flow (open) and 75 psi @ 73°F Back Pressure (closed) • Suitable for either Horizontal or Vertical Up-flow I Installations-and Vacuum Service • NSF®Certified for Potable Water Use • Silicone-Free Assembly I Quick-View True Union Utility Quick-View True Union Utility Spring Swing Check Valve Selection Chart Check Valve Selection Chart Valve Seat PVC Materials Pressure Valve Seat PVC Materials Pressure U Size Material Socket Threaded SR Threaded, Rating Size Material Socket Threaded SR Threaded Rating 1/2 EPDM S1720-05 S1720-05F S1720-05FSR 1/2 EPDM S1780-05 S1780-05F S1780-05FSR 314 EPDM S1720-07 S1720-07F S1720-07FSR 150 psi 3/4 EPDM S1780-07 S1780-07F S1780-07FSR 150 psi II " •- @73'F " 1 EPDM S1780-10 S1780-10F S1780-10FSR Q Full Flow 73°F ull Flow 1-1/4 EPDM S1720-12 S1720-12F S1720-12FSR (Open) 1-1l4 EPDM S1780-12 S178012F S178012FSR (Open) 1-1/2 EPDM S1780-15 S1780-15F S1780-15FSR 2 EPDM S1720-20 S1720-20F S1720-20FSR 75 psl 2 EPDM S1780-20 S1780-20F S1780-20FSR 75 psi I 2-1/2 EPDM S1720-25 S1720-25F S1720-25FSRBack Pressure (Closed) 2-1/2 EPDM S1780-25 S1780-25F S1780 25FSR p aack ssure 3 EPDM S1720-30 S1720-30F S1720-30FSR3 EPDM S1780-30 S1780-30F S1780-30FSR (Closed) 4 EPDM S1720-40 S1720-40F S1720-40FSR 4 EPDM S1780-40 S1780-40F S1780-40FSR 1:For PVC Clear Swing Check,replace dash(•)separator with the letter"C"in the part 1:For PVC Clear Spring Check,replace dash(-)separator with the letter"C"in the part number(e.g.S1720005),(e.g.S1720005F)or(e.g.51720C05FSR) number(e.g.S1780005),(e.g.S1780005F)or(e.g.S1780005FSR) 96 . 1 ( TRUE UNION UTILITY SWING & SPRING CHECK VALVES ) rff True Union Utility Swing Check Valv : I 3 I ePPPIam.y=1Selli ii iPiaTle inimaill:11;1 1111 immot...... A „7,,,,---,,,„,,,A, .,„ "--"."7 1111 01111'!--1 I I iiIIII ai+ — illi B I C C True Union Utility Spring Check Valve FLOW i me mu i I I.11.78 i; I 171 I in•um fique= i; willillmm I 4 1. � A ' I 111 D ,.. .1, ..„,,,11. C I C Dimensions I Dimension Reference(inches,±1/16) Nominal -----------___ —._—..._ D Size A B C—_-_ Socket Threaded/SR Threaded Socket Threaded/SR Threaded Swing Spring 1/2 1-7/8 3-7/16 3-1/2 5-3/16 4-13/16 2-1/8 2-5/8 3/4 2-1/4 3-9/16 3-9/16 5-1/2 4-15/16 2-1/8 2-518 1 .�.1►1► 2-5/8 1-1/4 3-1/8 4-7/8 5-1/16 7-7/16 6-13/16 3-3/8 1 3-3/8 3-3/8I 2 4-5/16 5-5/8 5-3/4 8-5/8 7-9/16 4-1/4 4-1/4 2-1/2 6-3/16 7-7/16 7-9/16 10-15/16 10-3/16 5-11/16 5-11/16 I 3 6-13/16 7-7/16 7-1/2 11-3/16 10-1/4 5-11/16 5-11/16 4 7-3/4 9-3/4 9-7/8 14-5/16 12-3/4 7-1/4 7-1/4 General Installation Information: True Union Swing Check valves are designed for horizontal instal- ' lations, but may be installed in up-flow only vertical position. Check valves MUST be installed with the valves FLOW arrow pointing in the direction of the flow. Do not install valve upside down. Flow velocity I should not exceed 5ft./sec. Minimum opening pressure less than 0.5 psi. Temperature Pressure Rating I System Operating 100 110 120 130 140 150 160 170 180 190 200 210 Temperature °F (°C) (38) (43) (49) (54) (60) (66) (71) (77) (82) (88) (93) (99) Valve 150 135 110 75 50 -0- -0- -0- -0- -0- -0- -0 I Pressure i/2" -4" PVC (1.03) (.93) (.76) (.52) (.34) (-0-) (-0-) (-0-) (-0-) (-0-) (-0-) (-0-) Rating psi 150 140 130 120 110 100 90 80 70 60 50 -0- (MPa) (1.03) (.97) (.90) (.83) (.76) (.70) (.62) (.55) (.48) (.41) (.34) (-0-) 97 I cm NDse GATE VALVES • Part NO. rPs size 5 Connectiml G� y y� �W case Pict Class ceMoris' PVC Sch.40 Gate Valve WHITE GVP-0500-S 1/2"PVC SLIP Gate Valve 4-1/2" 24 8.2 42GV U ti° GVP 0500 T 1/2"PVC FPT Gate Valve 4.1/2" 24 8.2 42GV GVP-0750-S 3/4"PVC Slip Gate Valve 5" 20 8.0 42GV PVC PVC Sch 40Rated Gate Valve GVP-0750-T 3/4"PVC FPT Gate Valve 5" 20 8.0 42GV 0 150 U WHITE 1"PVC Slip Gate Valve 5-1/4" 16 8.2 42GV PSI Static GVP-1000-T 1"PVC FPT Gate Valve 5-1/4" 16 8.2 42GV Pressure 0 72 F GVP-1250-S 1-1/4"PVC Slip Gate Valve 7.1/2" 8 8.2 42GV NSF/ANSI GVP-1250-T 1-1/4"PVC FPT Gate Valve 7-1/2" 8 8.2 42GV 61.372 I GVP-1500-S 1-1/2"PVC Slip Gate Valve 7.1/2" 6 6.7 42GV IExceptViton) UPC GVP-1500-T 1-1/2"PVC FPT Gate Valve 7-1/2" 6 6.7 42GV (Slip Only) GVP-2000-S 2"PVC Slip Gate Valve 8-3/4" 4 7.6 42GV I GVP-2000-T 2"PVC FPT Gate Valve 8-3/4" 4 7.6 42GV PVC Sch.80 Gate Valve GRAY GVG-0500-S 1/2"PVC Slip Gate Valve 4-1/2" 24 8.2 42GV GVG-0500-SV 1/2"Slip PVC Gate Valve Viton 4-1/2" 24 8.2 42GV U PVC Sch.80 GVG-0500-T 1/2"PVC FPT Gate Valve 4-1/2" 24 8.2 42GV Gate Valve GRAY GVG-0500-TV 1/2"FPT Gate Valve Viton 4-1/2'' 24 8.2 42GV GVG-0750-S 3/4"PVC Slip Gate Valve 5" 20 8.0 42GV 0 GVG-0750-SV 3/4"Slip PVC Gate Valve Viton 5" 20 8.0 42GV l•--, GVG-0750-T 3/4"PVC FPT Gate Valve 5" 20 8.0 42GV GVG-0750-TV 3/4"FPT Gate Valve Viton 5" 20 8.0 42GV GVG-1000-S 1"PVC Slip Gate Valve 5-1/4" 16 8.2 42GV PVC Rated GVG-1000-SV 1"Slip PVC Gate Valve Viton 5-1/4" 16 8.2 42GV 0 150 '4 GVG-1000-T 1"FPT Gate Valve 5-1/4" 16 8.2 42GV PSI Static GVG-1000-TV 1"FF1 Gate Valve¶diton 5-1/4" 16 82 42GV Pressure j. H 0 72'F Z SF/ANSI We E5asV11/4PVcslIPGa1evalve71/l242cv +372 . , UPC GVG 1250 1V 1-1/4"FPT Gale Valve i 42GV (Slip Only) Q GVG-1500-S 1-1/2"PVC Slip Gate Valve 7-1/2" 6 6.7 42GV Z GVG-1500-SV 1.1/2"Slip PVC Gate Valve Viton 7-1/2' 6 6.7 42GV cGVG-1500-T 1-1/2"PVC FPT Gate Valve 7.1/2' 6 6.7 426V G GVG-1500-TV 1-112"FPT Gate Valve Viton 7-1/2' 6 6.7 42GV GVG-2000-S 2"PVC Slip Gate Valve 8-3/4" 4 7.6 42GV 0 GVG-2000-SV 2"PVC Gate Valve Viton 8-3/4" 4 7.6 42GV LJ. GVG-2000-T 2"PVC FPT Gate Valve 8-3/4" 4 7.6 42GV GVG-2000-TV 2"FPT Gale Valve Viton 8-3/4" 4 7.6 ]fig g] 42GV q� ry C 2 ,�1. ]��x��'g�y�,�"� ai n m�.Hsi`W "^.�Ub' '.m:.39er4�..\vbe..l\ .nJ ?v rl: rl�, �Mn,I..•t ir.4tld CM }" hAww Acetal Gate Valve BRONZE GVL-0500-E 1/2"FPT Acetal Gate Valve-EPDM 4-1/2" 24 8.2 42GV I GVL-0500-V 1/2"FPT Acetal Gate Valve-Viton 4 1/2" 24 8.2 42GV GVL-0750-E 3/4"FPT Acetal Gate Valve-EPDM 5" 20 8.0 42GV Acetal GVL-0750-V 3/4"FPT Acetal Gale Valve-Viton 5" 20 8.0 42GV Rated GVL-1000-E 1"FPT Acetal Gate Valve-EPDM 5-1/4" 16 8.2 42GV 0 150 Acetal GVL-1000-V 1"FPT Acetal Gate Valve-Vitae 5-1/4" 16 8.2 42GV PSI Static Pressure Gate Valve BRONZE GVL-1250-E 1-1/4"FPT Acetal Gate Valve-EPDM 7-1/4 8 8.2 42GV 72 F GVL-1250-V 1-1/4"FPT Acetal Gate Valve-Viton 7-1/2" 8 8.2 42GV NSF/ANSI GVL-1500-E 1-1/2"FPT 7-1/2" 6 6.7 42GV 61+372' GVL-1500-V 1-1/2"FPT Acetal Gate Valve-Viton 7-1/2" 6 6.7 42GV (Except Viton) GVL-2000-E 2"FPT Acetal Gate Valve-EPDM 8-3/4" 4 7.6 42GV GVL-2000-V 2"FPT Acetal Gate Valve-Vitae 8-3/4" 4 7.6 42GV I 17 Product Catalo• 2018 We put water in its place NDS PRO SERIES VALVE BOXES — COMMERCIAL GRADE NDS Pro Series 13 x 24" Rectangular Valve Boxes Specifications:The NOS PRO SERIES 13'x 24'body is tapered and has a minimum wail thic.ness of 0.270'.The body has a do::b e I wall a:the top cover seat area with a minimum thickness of 0.270`.The cover seat area has 18 structural support ribs or the underside of the seat.each with a minimum thickness of 0.250".The bottom of the body has a 1 000'. flange.The 13 x 24" cover has an average thickness of 0.320 The valve box has a 3/8" 304 Brass nut for the bolt-down as a standard feature. I 2-1/4' �. '11 s- Color Pallet Wt.Ea. Product A, ",'1 8�ox N. Description-Marking (Box/Cover) Qty. lbs. Class 1' i. ` . i J` 221 BCB 13"x 24"x 12"Box.Overlapping Bolt-Down Cover-ICV Green/Green 12 24.00 20PR �377 „:15* 222BC8 13"x 24"x 15"Box,Overlapping Bolt-Down Cover-ICV GreeniGreen 12 26.00 20PH s 222BC8 BLK(MTO) 13"x 24"a 15"Box,Overlapping Bolt-Down Cover-ICV Black/Black 12 26.00 20PR - rl," l 221BCDB(MTO) 13"x 24"a 12"Box,Drap-in Bolt-Down Cover-ICV Green/Green 12 24.00 20PR l.ff 1 af= `s - 2228CDB 13"x 24'x 15"Box.Drop-in Bolt-Down Cover-ICV Green/Green 12 26.00 20PR ,,;•---,.. .4 Cover Only /`-Is• 222C BRN 13"x 24"Overlapping Cover-ICV Brown 125 7.00 20PR y�'/. `a 222C 13"x 24"Overlapping Cover-ICV Green 125 7.00 20PR �y r r I 12-or 15' P22CD 13"x 24"Drop-in Cover-ICV Green 125 7.00 20PR ".!� 1 ., 222CD ELEC-L-BOLT 13"x 24"Drop-in Cover-Electric"` Gray125 7.00 20NM I� f. ', p I �:'� I ` -' "Note-Installer responsible for ensuring product meets local building/electrical code requirements.Insulate bolt with 1/2"x 2-314" tfh 1 '�a,a' heat shrink tube and/or a ground red clamp(such as Thomas&Betts Part Number 63)to reduce the chance of electrical shock. 44 ",`r1 1' ''S°•• Box Only 2216 13"x 24"x 12"Box Green 16 17.00 20PR c• . ' 222E 13"x 24"x 15"Box Green 12 19.00 20PR NDS Pro Series 17" x 30" Rectangular Valve Boxes Specifications:The NOS PRO SERIES 17'x 30" body is tapered and has a minimum wall thickness of 0.320".The body has a double I wall a:the top cover seat area with a minimum thickness of 0.320".The cover seat area has 20 structural support ribs on the underside of the seat.each with a minimum thickness of 0.250".The bottom of the body has a 1.000" flange.The 17'x 30" cover has an average thickness of 0.350'.The valve box shall have a 3/8"304 S5 nut for the bolt-down as a standard feature. 1 2-1/4" Color Pallet Wt.Ea. Product �"'``'9-, I. Part No. Description•Marking (Box/Cover) ty.;' ./... ,Z, Q lbs. Class g2"- ;'f Box&Cover i e• I 224BCB 17"x 30"x 15"Box,Overlapping Bolt-Down Cover-ICV Green/Green 12 28.00 20PR I ��: _-. :.., .": 2268CB 17"x 30"x 18"Box,Overlapping Bolt-Down Cover-ICV Green/Green 10 37 00 20PR •fie•,- '� r2" 2268CB BLK(MTO) 17"x 30"x 18"Box,Overlapping Bolt-Down Cover-ICV Black/Black 10 37.00 20PR 'r• 1L 224BCDB 17"x 30"x 15"Box,Drop-in Bolt-Down Cover-ICV Green/Green 12 28.00 20PR i • ''fs ' 2268CDB 17"x 30"x 18"Box,Drop-in Bolt-Down Cover-ICV Green/Green 10 37.00 20PR s.- a 226PBCRB 17"x 30"x 18"Box,Overlapping Cover-Reclaimed Water Purple/Purple 10 37.00 20PR < i ,; --jo' .?g:v"••+.' A Cover Only A A. f 223C BRN 17"x 30"Overlapping Cover-ICV Brown 75 11.00 20PR C •63 i .#.t;''- . 223C 17"x 30"Overlapping Cover-ICV Green 75 11.00 20PR 15"or i a e',XIS 223CD 17'x 30"Drop-in Cover-ICV Green 75 11.00 20PR CO i.f 2 • r"4 -� •1 •1 r 1. r is r•. rI ) , , �;' 2 :COS 17"a 30"Pro Series Drop in Cover-Sewer N,�A 75 11.00 20PR ((TI 5 ! '° o-o Box Only • 226E 17"x 30"x 18"Box Green 12 1r 2::'I • • 126P8 17"x 30"x 18"Box Purple 18 I • ••-• •- •- .' • - . •.• .•• . _ •'- • • 1 • • L• • 11 8 We put water in its place NDS PRO SERIES VALVE BOXES — COMMERCIAL GRADE Pro Series Valve Boxes by NDS I •Engineered specifically for the professional contractor and heavy-duty use •Superior strength for commercial and utility applications I Details •Thicker wall dimensions for increased strength and durability I •Reinforced covers for heavier loads •Reinforced ribs offer exceptional sidewall strength • •Brass nut on boxes for bolt-down capability IMaterials and Standards I .High-impact,high-density structural foam polyethylene construction I •Overlapping covers prevent dirt and grass from settling in between body and cover • UV inhibitors prevent discoloration and cracking I INDS Pro Series 6" Round Valve Boxes Specifications: The NDS PRO SERIES 6' round body is tapered and has a minimum wall thickness of 0.200'.The body has a double wall at the top cover seat area with a minimum thickness of 0.130".The bottom of the body has a 0.250" flange.The 6"round cover has an I average thickness of 0.187". _ 6-1/2 • Color Pallet Wt.Ea. Product I I' (= Part No. Description-Marking (Box/Cover) Qty. tbs. Class 7. r� Box 8 Cover 208BC 6"Round Box,Round Overlapping Cover-ICV Green/Green 250 1.50 20PR 1/2" sir • 208BCS C Art:ii I Ft .. Rnund fl "l, ing r, -Sv'.^;er Gry n!C,.:,-1 2',' 1.5n ?_PPR I . e • 107C 6"Round Overlapping Cover-ICV Green 80[: 0.40 20ND 9" 107CW 6"Round Overlapping Cover-Water Green 800 0.40 20NM I 1 o7CS 6"Round Overlapping Cover-Sewer Green 800 0.40 20nm Box Only m .Ii'4".' 1.: 7-518" 208E 6'Round Box Green 250 1.10 20PR W d8-3/8" O 2.3/4'x 2-3/8" X f,-i` m Pipe Slot ' I3 Required for T&J Lateral Turnups I • ••-• •- •- • . . ••• .•• . - •.- ' • 1 • • • • 11 4 I David Decaron I From: Brad Johnson <tj_panel@yahoo.com> Sent: Thursday, February 25, 2016 3:36 PM I To: David Decaron Subject: Re: Dose Volume for Panel System Hi David , This letter is in regards to the dosing volume on a T&J pane. Dosing each panel with 1.41 gallons per dose cycle Will not I hurt the system in any way. Please feel free to contact me with any questions or concerns. Thanks so much, I Brad Johnson T&J Panel Inc I (704)924-8600 On Feb 25, 2016, at 12:49 PM, David Decaron <ddecaron@pdapa.com>wrote: I Brad, Hate to be a pest. Just wondering when you have a moment to respond to this. Thanks again for your I help. David DeCaron I Piedmont Design Associates, P.A. 125 East Plaza Drive, Suite 101 Mooresville, NC 28115 I Phone 704-664-7888 Fax 704-664-1778 Email: ddecaron@pdapa.com I NCBELS License No. C-1007 I From: David Decaron Sent: Wednesday, February 24, 2016 11:24 AM To: 'tj panelCaoyahoo.com' Cc: Donald Munday Subject: Dose Volume for Panel System , Brad, Thank you for taking the time to discuss this system design with me earlier today. As I explained in our I phone conversation, the maximum dose volume for the Orenco Advantex AX-2ORTUV is 119 gallons which is an advanced treatment unit with integrated pump tank. Our design is 1.41 gallons per panel or 39.35%of the total volume of the panel per dose.This will require shorter and more frequent I doses. Actually, we feel that this is better option than slugging the drainfield. Orenco's pumps are designed to handle 300+cycles per day and with peak design flow, this system will see at most 4 doses per day. I have attached our design sheet for the system. Below is the dose volumes in the innovative I approval for the advanced treatment unit. 1 I I <ima e001. ng> g p ILet me know if you have any problems with this volume to the T&J Panel system that we are designing. Thanks for your help and please feel free to call if you have any questions or concerns. I David DeCaron Piedmont Design Associates, P.A. 125 East Plaza Drive, Suite 101 I Mooresville, NC 28115 Phone 704-664-7888 Fax 704-664-1778 I Email: ddecaronpdapa.com NCBELS License No. C-1007 I <Design Specs 021516.pdf5 I I I I I I I I I I I I Design, Installation and I Maintenance i of the 1 T & J Panel I Wastewater Treatment System 1 1 11/11%411L 1 1 T & J Panel) ,,.....-- I ff \-4, ' ell ' i I A Better Quality ualit Effluent I I Environmental Health Specialists Septic Tank Installers 1 I Updated 2020 I TABLE OF CONTENTS ' Environmental Health Specialists — pg. 2 — pg. 5 (System Design & Inspection) Installers — pg. 6 — pg. 11 (System Installation) ' Resources — pg. 12- pg. 18 (Installation/Design Resources & Illustrations) ' Introduction Although this manual is sectioned for specific user groups, we at T&J Panel suggest you familiarize yourself with the complete manual. Please visit our website at www.TJPanel.com for more resources regarding design, installation and maintenance of T&J Panel Systems. All of the resources provided in this manual are available online to print. The most current and up-to-date version of this manual is posted on our website at www.TJPanel.com and supersedes all printed editions. For further discussion of this manual, please reach out to our office at 704-924-8600. ' Company Information P v Office: 269 Marble Rd. • Statesville NC, 28625 T & J Office Phone: 704-924-8600 . ''"�--•'" ' Office Fax: 704-924-8681 Website: www.TJPanel.com Email: Info@tjpanel.com Brad Johnson: 704-880-7697 IBrad@tjpanel.com Feel free to contact us with any questions regarding ordering, installation, design, maintenance or any other matter regarding the T&J Panel System. 1 Installer Training While T&J Panels does not require a product specific installer certification, it is our goal to train installers to correctly install a panel block system. If it is your first time installing, inspecting, or ' designing a system,please do not hesitate to reach out to us, or to ask us to include the installer training for your job. Installation training will send a company representative to your jobsite to discuss the panel block system and how to properly install them. T&J Panels recommends an installation training ' for each orientation of the panel block system (both horizontal and vertical). Contact our offices to schedule your install training at 704-924-8600. ENVIRONMENTAL HEALTH SPECIALISTS System Design ' The primary reason for permitting the panel block system is because of insufficient space for a conventional system. Panel block systems are included in the North Carolina Sewage Regulations [10NCAC 10A.1956 (3) (a) (ii)] [15ANCAC 18E .0905] as a modified conventional system. The panel block system should be considered when: a quality effluent may be needed, space is limited, usable soil is limited, or there are indications that at some future time space may be needed for other development. When there is a trend for added development such as additions to homes,pools or other special landscaping development, a T&J Panel System may prevent insufficient space later. ' As the Environmental Health Specialist who is designing a system, you can foresee such a trend of continued development, the panel block system may be an option the property owner would like to utilize. As noted in the regulations, a PPBPS (Prefabricated, Permeable, Block Panel System) is permitted where soils are suitable, provisionally suitable, or reclassified provisionally suitable; however, only one half of the area needed for a conventional system is required. This is one reason the panel block system can help you utilize the best soils available on the lot. The minimum soil depth required for horizontally installed Panel Systems is 26-inches, whereas the minimum soil depth required for vertically installed Panel Systems is 34-inches (minimum depths require 6" of suitable soil cover). The system can be gravity fed, pumped to a pressure manifold and gravity fed into the lines, or pumped to low-pressure panel lines. Most of the concepts for a panel block system layout are the same as for a conventional system; the biggest difference being the aerial area needed and the quality of effluent being introduced into the ground. ' T&J panels can be installed as either gravity, pump to gravity, pump to pressure manifold, or lowpressure pipe distribution system. When designing a pressure system, the principles of low- ' pressure distribution are as described in the LPP manual. There is further discussion on pressure systems on page 11 of this manual. Conversion A three-bedroom house with a 0.4 gpd application rate. (The first three steps are the same as for the conventional system.) 1) 120 gallons per bedroom X 3 bedrooms= 360 gallons per day design flow rate. 2) 360 gallons' flow rate/0.4 application rate=900 sq. ft. of conventional trench bottom. I 3) 900 sq. ft. /3 ft. wide trench = 300 linear feet of conventional system. This conventional layout requires 2700 sq. ft. of area on the lot with another equal area of repair space for a total of 5400 sq. ft. of suitable usable area. To calculate the size of the T&J Panel system, the above calculations must be made with an additional fourth step as described in [10NCAC l0A .1956 (3)(a) (ii) (B)] for a PPBPS, (T&J Panel System). - 2 - 1 I I4) 300 linear feet of conventional system X 0.5 for a horizontally or vertically installed 16inch panel block system = 150 linear feet of T&J Panel System. A panel block system requires only a 1200 sq. ft. area on the lot for the system with an equal area for repair, a total of 2400 sq. ft. With the panel block system, the installation and repair can go into the same area as the initial area required for a conventional gravel trench system. Window Effect ITo prevent hydraulic overload in the soil, aerial space should always be a consideration for any system. However, it is especially notable with panel block systems, as with any system, that reduces Ithe size of the aerial area drain field. The following is a simplistic example of this concept: ." 0/\,. :\..,i'ci. \.4, t h( MOST DESIRABLE LESS DESIRABLE I While both systems have the same linear footage of trench, the second diagram is a less desirable I design. The effluent must pass through the area A-A' which can cause a strain on that area and even a failure because of hydraulic overloading. IDistribution In the incorrect example below, the aerial space is good and the chance of hydraulic overloading I is greatly reduced. However, downline distribution in a long single trench fed from only one end, will not give optimum treatment. In the correct example we see that the trench has been fed from multiple points. Because the panel lines are put in as level as possible (never exceeding 1/4 Iinch of drain line fall in 10 feet of run), they feed both ways equally. T&J Panel recommends that no gravity line exceed 50 feet unless it is fed from multiple points. T&J Panel recommends that line lengths between 50 and 70 feet utilize a pressure manifold to gravity, and that lines Iexceeding 70 feet utilize low-pressure distribution. (These are best practice, but not required) Line exceeding 50ft. Line exceeding 500. Ii /\ --.Epj—c=i=n=vc=.:mi I (Correct) (Incorrect) Any questions regarding the optimal distribution method for your system design, please contact our office. I - 3 - I Calculating Panels per Trench To calculate the number of panels needed for a 150-foot line, multiply 150' X 12"= 1800", then I divide by 52" which is 46 inches for the panel and 6 inches for the space between the panels in the trench. 1800"/52"= 34.6 panels; therefore, you would call for 35 panels. If there is to be ' more than one trench, the sizing of the lines should be as equal as possible with as close to the same number of panels in each trench as is practical. A material order chart is available on page 15 of this manual. I Backfill Backfill sand shall be a clean, screened, medium-gradenaturally-occurring.sand that is naturall -occurrin . I Acceptable sands are sands that are suitable for the production of ready-mix concrete and clean I of organic debris and stone. Sands dredged from rivers and creeks can be used, if gradation is sufficient to be blended into ready-mix concrete production. Product description includes, but is not limited to: Concrete Sand, NC-2S Sand, ASTM C-33 Sand, FA-10 Sand and Grade "A" I Sand. Product suitability is important and T&J Panel, Inc. will help answer any questions. S.A.P. Sand Alternative Product: is the geotextile fabric inside each panel for quality control I and downline and horizontal distribution. (this takes the place of medium blasting sand) Foam Sealant / Tar Seals I The drawings below illustrate the outer and inner seal. Note that while the outer seal is a I complete seal, the inner seal is only up to the top of the connecting pipe. This is to allow for over flow of the effluent into the sand at peak use. These seals can be inspected by lifting the caps at the ends of the panels while inspecting the system installation. GE Foam Sealer is an I approved alternative to tar for these seals. Care should be used not to glue the caps down with the use of GE Foam Sealer. When using GE Foam Sealer, special care should be used n the I inner seals of the panel not to over fill or under fill this seal. The inner seal, if scaled off completely, will restrict the overflow reservoir. Inner Seal I Vertical Installation ' Inner Seal . ; i . • .'• • , 'e lit t ;• .. I. ,° Horizontal Installation Outer Seal �'1 • r2t {•.•ti•k . `�3'�: , I ;. • . •• t{� • • n.+: 0.1- F • .r :,e• Inner Seals , +'4• a. r;r• '�' '� ' Outer Seal { '.� pe. 1 ('0 •,•', Outer SealS IE' I I..S7-1:17.67%...a'SS%. ed. .r ' •• . ••:'''..-.4-1—,- :I. ...V I •rjniet.e. • ' -4 - Trench Preparation Trench grade should be established so that backfill cover will be four to six inches over the tops of the panels. (Note, on severe slopes, system depth should be adjusted to protect against breakout of effluent.) In soils containing clay, the trench side walls should be raked to bring ' slicked over areas back as near to original structure as possible. A light dusting of lime on the sidewalls will help restore the soils back to their original structure. (At grade installation systems are required to bring in 6"of topsoil suited for vegetative growth) Final Inspection The following list of key points are things that an inspector should look for when issuing a completion permit: ' 1) Were panels installed horizontally or vertically, according to the permit? 2) Is the depth of the panels within guidelines? 3) Are drain lines level or less than '/4 inch fall in ten feet? 4) Have seals been properly constructed? 5) Was the proper sand used in the trench backfill? Is the sand clean? (i.e. free of debris, large organics, leaves, etc.) ' Has the sand been screened? (to a medium-grade, not too fine, free of large rocks) Is the sand naturally-occurring? (i.e. from a river, creek, sand pit, etc., not manufactured) 6) If in soils where clay is present, were the sidewalls raked and limed? For Pumped Systems 7) Have pump size, head pressure and dose cycle been properly sized and set? Set dose cycle for 3.6 gallons per panel with pressure distribution Set dose cycle at 3.6 gallons per vertical panel and 7.2 gallons per horizontal panel when pumping to pressure manifold and gravity feeding. 8) Record field data on operations permit. I - 5 - INSTALLER 1 The Panel Block System Generally, on level open land, a panel block system can be installed in about the same amount of time as a conventional system; however, traditionally, panel block systems have been installed where space and topography have restricted the use of a conventional system. For this reason, panel block system installations require more time. Many installers enjoy the change of working with panels, not handling gravel, and the satisfaction of knowing a better quality, long-lasting system has been installed. Ordering Materials I T&J Panel partners with suppliers to ensure panel block systems are available statewide. Please be sure to let your supplier know what installation method you are utilizing, as this will affect the 1 amount of materials needed for the system. For information on the distributor located closest to you, call 704-924-8600 or email info@tjpanel.com. Installation Tips Installation for multiple line systems should begin in the most confining area and be worked to ' the more open areas. (7) S d 3 2 y Above is an example of a multiple line installation. As you can see, the installation should begin 1 with the line marked 1 and proceed to 2, 3 then 4. This procedure will greatly ease material handling and backfilling. (Note, sections of the drain lines should be left uncovered to allow for inspection of lines when area is confined and return access to lines is limited.) Most Panel Systems are currently used due to space considerations and caution should be taken to preserve suitable soil structure and site conditions. - 6 - Below are two examples of drain lines on sloping lots. The second drawing shows the drain line ' going through a slope making the center of the line deeper in the ground, resulting in an undesirable situation. The first drawing shows the drain line going around the slope (on contour) keeping the trench depth and cover uniform for the entire length of the line. On slopes, care should be given to avoid cutting away valuable topsoil in an effort to make straight lines. The panel line should be installed on grade with the contour of the natural slope. Panel lines can be curved to almost any degree. }: g rtiti CORRECT INCORRECT ' Digging the Trench for Vertical Installation Start by shooting the grade and marking the contour. For a 16-inch, vertically installed panel, add 28 inches to the shallowest or lowest grade (22 inches for at grade installations with area soil cap)that the trench must cross to obtain the trench bottom grade. Dig the trench at the elevation derived, checking the grade frequently. The trench should be a minimum of 2 feet wide. With the trench open, all sidewalls should be raked to bring smeared areas back to their original structure before a light dusting of lime is applied. Place a 6-inch layer of appropriate backfill ' sand(clean, screened, naturally-occurring sand) in the trench and level to grade. Place a 1 x4 or 1 x6 board (does not have to be treated) flat on the top of the 6-inch layer of sand. Once more, check the grade of the trench by shooting the top of the board. Once the grade boards have been set, the panels may be set into the trench by hand or by using the backhoe. Each panel weighs about 140 pounds and placement by hand goes quickly. The panels should be placed about 6 inches apart in the trench to obtain equal spacingGE 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. Once the GE Foam Sealer or tar seal rope is in place, a 24-inch section of 2inch PVC pipe (for gravity distribution, see page 11 for pressure distribution instructions) is cut to span from the middle top chamber of the first panel to the middle top chamber of the next panel. Any tar seal rope that is used should be of tar or butyl that is soft and pliable to obtain a watertight seal. Now that the connection and sealing is complete, a cap block 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 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" of topsoil suited for vegetative growth) - 7 - I I Materials Chart for Vertical Installation I Materials needed: - One can of GE Foam Sealer per five panels or I - Three feet of half inch tar seal rope per panel - Two feet of 2-inch SCH40 pipe per panel (for gravity distribution), I or same linear feet as line layout of pressure system of 1 1/4 inch or 1 '/2 inch pipe. Add pipe for tie in of lines to tank and house. I - Same linear feet of 1 x4 or 1 x6 as line length I I - Bag of powder lime when in clay soil Vertical Installation I Panel and Backfill Sand totals for a Vertical Installation trench. (Add 50% more for a 3-foot-wide trench with vertical installation) I 50 LF— 12 panels 130 LF —30 panels 81/4 tons sand 21'/2 tons sand I 60 LF— 14 panels 140 LF—32 panels I 10 tons sand 23 tons sand 70 LF — 16 panels 150 LF —35 panels I 11%2 tons sand 25 tons sand 80 LF— 18 panels 160 LF— 37 panels I 131/4 tons sand 26'h tons sand 90 LF—21 panels 170 LF —39 panels I 15 tons sand 28 tons sand 100 LF—23 panels 180 LF—42 panels I 16'/2 tons sand 30 tons sand 110 LF—25 panels 190 LF —44 panels 18'/4 tons sand 31'/2 tons sand 120 LF—28 panels 200 LF—46 panels ' 20 tons sand 33 tons sand I - 8 - I I Shallow Soils Solution ' *** Please Let Your Distributor Know If You Plan To Use Horizontal Installation*** (This will change the amount of materials needed to complete your job) Digging the Trench for Horizontal Installation Start by shooting the grade and marking the contour. For a 16-inch panel, horizontal installation, ' add 20 inches to the shallowest or lowest grade (14 inches for at-grade installations with area soil cap)that the trench must cross to obtain the trench bottom grade. Dig the trench at the elevation derived, checking the grade frequently. The trench should be a minimum of 3-foot-wide (9 feet on center). With the trench open, all sidewalls should be raked to bring smeared areas back to their original structure before a light dusting of lime is applied. Place a 6-inch layer of appropriate backfill sand(clean, screened, naturally-occurring sand) in the trench and level to grade, then place a 1 x6 inch board flat on the top of the 6-inch layer of sand. Once more check the grade of the trench by shooting the top of the board. Once the grade boards have been set, the panels may be set into the trench by hand or by using the backhoe. Each panel weighs about 140 pounds and placement by hand goes quickly. The panels should be placed about 6 inches apart in the trench to obtain equal spacing. At the beginning of each line, install an Entry T (for ' gravity distribution)to divide the gravity flow, as close to the beginning of the first panel as possible. 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. Once the GE Foam Sealer or tar seal rope is ' in place, a 24-inch section of 1 %2 inch PVC pipe (for gravity distribution, see page 11 for pressure distribution instructions) is cut to span from the inside of the two chambers to the inside of the two chambers in the following panel. Any tar seal rope that is used, should be of tar or ' butyl that is soft and pliable to obtain a watertight seal. Once the connection and sealing are complete, a cap block (delivered with all panels) is placed on each end of the panel covering all openings. 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"of topsoil; suited for vegetative growth) Most Panel Systems are currently used due to space considerations and caution should be taken to preserve suitable soil structure and site conditions. - 9 - *** Please Let Your Distributor Know If You Plan To Use Horizontal Installation*** (This can change the materials needed to complete your job) Materials Chart for Horizontal Installation Materials needed: - Five feet of half inch tar seal rope per panel or - Two cans of GE Foam Sealer per five panels ' -Two pieces of two feet long 1 Y2 inch SCH40 pipe per panel (for gravity distribution), or two times the linear feet of line layout of pressure system of 1 1/4 inch or 1 '/2 inch pipe. Add pipe for tie in of lines to tank and house. - Same linear feet of lx6 as line length - Bag of powder lime when in clay soil Horizontal Installation ' Panel and Backfill Sand totals for a Horizontal Installation trench. 50 LF — 12 panels 130 LF— 30 panels ' 81/4 tons sand 21%2 tons sand 60 LF — 14 panels 140 LF—32 panels 1 10 tons sand 23 tons sand 70 LF— 16 panels 150 LF—35 panels 11'h tons sand 25 tons sand 80 LF— 18 panels 160 LF—37 panels 131/4 tons sand 261/2 tons sand 90 LF—21 panels 170 LF—39 panels 15 tons sand 28 tons sand 100 LF—23 panels 180 LF—42 panels 16%2 tons sand 30 tons sand , 110 LF—25 panels 190 LF—44 panels 181/4 tons sand 31'h tons sand 120 LF — 28 panels 200 LF—46 panels 20 tons sand 33 tons sand 1 Pump to Pressure Manifold Gravity Feed - 10 - ' When pumping to gravity feed, the vertical panel should be dosed at 3.6 gal per panel and the ' horizontal panel should be dosed between 5 gal to 7.2 gal per panel. The outer and inner seal on the first panel in each line should be a full seal. The maximum flow per tap on a vertical panel should be 12.5 gpm and 17.7 gpm on horizontal panels. ' Low-Pressure Distribution ' The LP Panel uses technology similar to that of Low Pressure Pipe (LPP) Systems. The tables and distribution design described in the LPP manual, in most regards, is applicable to the pressure Panel System. The system should be used with two to four feet of head. In many ' respects, a LP Panel is similar to an LPP with the holes discharging into the panels. In both horizontally and vertically installed pressure dosed panel systems, valves should be banked in a valve box and turn-ups should be neatly capped, covered and labeled for future service. ' Pump tanks should be constructed as shown in the drawing on page 14 to allow for service and repairs. Vertical Panels with Pressure Distribution The dosing cycle for the vertical Panel System is designed to pump enough effluent to fill the top chambers of all the panels in the system. The top chamber of a 16-inch panel holds 3.6 gallons, before promoting downline distribution to the next panel. When the system has 34 panels and all holes are the same size, you would multiply 34 X 3.6 to get 122 gallons per dose cycle. The holes are drilled in the distribution pipe, one hole per panel. These holes are drilled, alternating between the 10 o'clock and 2 o'clock positions on the pipe in each panel. Special care should be taken to ensure that only one hole is drilled per panel. These holes are alternating between I 0 o'clock and 2 o'clock every panel to prevent hydraulic overload of one side of the trench. These pipes are then placed so that the effluent is pumped into the top chamber of the panel. If the hole ' sizing changes in the system, the pump cycle is set by the hole that is discharging the fastest. Horizontal Panels with Pressure Distribution The dosing cycle for the horizontal Panel System is designed to pump enough effluent to fill an inner chamber in all the panels in the system. Each chamber of a 16-inch panel holds 3.6 gallons. When the system has 34 panels and all holes are the same size, you would multiply 34 X 3.6 to get 122 gallons per dose cycle. The holes are drilled in the distribution pipe, one hole per panel. These holes are drilled, alternating between the 10 o'clock and 2 o'clock positions on the pipe in each panel, while also alternating between the left and right chambers within the panel. Special care should be taken to ensure that only one hole is drilled per panel. These holes ' are alternating between 10 o'clock and 2 o'clock every panel, as well as alternating between the left and right chambers to prevent hydraulic overload of one side of the trench. These pipes are then placed so that the effluent is pumped into the inner chambers of the panel. If the hole sizing ' changes in the system, the pump cycle is set by the hole that is discharging the fastest. ' Please feel free to contact a member of T&J Panel with any design, installation or maintenance questions related to an LP Panel or Pressure Manifold system Flow Chart of Various Orifices and Pressure Heads - 1 1 - FLOW CHART OF VARIOUS ORIFICES AND HEAD PRESSURES I I Head OrificeSize Here you will find a pressure head Pressure 3/32" 1/8" 5/32"3/16" 7/32"1/4"9/32" 5/16"11/32"3/8"table to help in flow design of I ft. .094" .125" .156".188" .219".250".281" .313".344".375"your LP Panel system. These 2.0 .15 .26 .41 .59 .80 1.04 1.32 1.63 1.97 2.34 2.1 .15 .27 .42 .60 .82 1.07 1.35 1.67 2.02 2.40 numbers are a guide to help you in I 2.2 .15 .61 2.46 selecting the right flow for your .27 .43 system. We have found that in 2.3 .16 .28 .44 .63 1.38 1.71 2.07 2.51 1.41 1.75 2.11 most systems the 5/32"and 3/16" I 2.4 .16 .64 2.57 hole at 2 to 4 feet of head pressure .29 .46 works the best in giving a pump 2.5 .16 .29 A6 .66 .1.44.......,1.782.16 2.62 cycle of more than 5 minutes and I 1.47 1.82 2.20 2.6 17 .67 2.67 keeps the same maximum top .30 .46 chamber flow load as sited on the 2.7 17 .30 .47 .68 1.5 1.86 2.25 2.72 previous page. 1.53 1.89 2.29 2.8 17 .69 2.77 .31 .48 2.9 .18 .31 A9 .71 1.56 1.93 2.33 2.82 1.59 1.98 2.37 GPM 3.0 18 .72 2.87 .32 .50 i 3.1 .18 .32 .51 .73 1.62 1.99 2.41 2.92 1.64 2.03 2.45 3 2 11/ .74 1.01 2.97 33 .51 I 3.3 19 .33 .52 .75 1.02 1.67,_..2.06 2.49._,. 3.01 1.69 2.09 2.53 3.4 19 .76 1.04 3.06 I .34 .53 3.5 .19 .34 .54 .78 1.06 1.72 2.12 2.57 3.10 1.74 2.15 2.61 3.6 20 .79 1.07 3.15 i 35 .55 3.7 20 .35 .55 .80 1.09 1.77 2.18 2.64 3.19 1.79 2.21 2.68 i 3.8 .20 .81 1.10 3.23 .36 .56 3.9 .20 .36 .57 .82 1.11 1.82 2.24 2.72 3.27 1.84 2.27 2.75 4.0 .21 .37 .58 .83 1.13 1.47 1.87 2.30 2.79 3.32 PRESSURE MANIFOLD TAP FLOW I Head SCH 40 Tap Diameter SCH 80 Pressure 1/2" 3/4" 1/2" 3/4" I ft. 0.622 0.824 0.546 0.742 2.0 7.11 12.50 5.48 10.10 I 2.1 7.29 12.80 5.62 10.40 2.2 746 13.10 575 10.60 2.3 7.63 13.40 5.88 10.90 1 2.4 779 1370 600 11.10 2.5 7.95 14.00 6.13 11.30 111 - 1 2 - I2.6 811 14.20 6.25 11.50 This chart will assist you in 2.7 8.26 14.50 6.37 11.80 determining the proper tap sizes I2.8 8.62 14.80 Gallons 6.48 12.00 when you have to pump to a 2.9 8.36 15.00 per minute 6.60 12.20 pressure manifold in a gravity 3.0 8.71 15.30 6.71 12.40 I3.1 8.86 15.50 6.82 12.60 system. 3.2 9.00 15.80 6.93 12.80 I 3.3 9.14 16.00 7.04 13.00 3.4 9.27 16.30 7.15 13.20 3.5 9.41 16.50 7.25 13.40 I3.6 9.54 16.70 7.35 13.60 3.7 9.67 17.00 7.45 13.80 I 3.8 9.80 17.20 7.55 7.65 14.00 3.9 9.93 17.40 14.10 4.0 10.10 17.70 7.75 14.30 I Pump Sizing I Below is a chart to aid in head selection due to friction loss in PVC pipe. In calculating friction, be sure to add 20% for loss in fittings. In the chart below, friction loss is per 100 feet of pipe. The head created by friction loss is added to the elevation head of lift from the bottom of the Ipump tank to the top of the highest turn-up. I Pipe Diameter I Flow 1" 1 1/4" 1 1/2" 2" 3" 4" GPM Friction Loss(100ft) .07 Ii 2 .28 .07 3 .60 .16 .07 II 4 1.01 .25 .12 5 1.52 .39 .18 I 6 2.14 .55 .25 .07 7 2.89 .76 .36 .10 8 3.63 .97 .46 .14 I 9 4.57 1.21 .58 .17 10 5.5 1.46 .70 .21 I11 1.77 .84 .25 12 2.09 1.01 .30 .07 I - 13 - I 13 2.42 1.17 .35 .08 14 2.74 1.33 .39 .09 15 3.06 1.45 .44 .10 16 3.49 1.65 .50 .11 , 17 3.93 1,86 .56 .12 18 4.37 2.07 .62 .16 19 4.81 2.28 .68 .23 1 20 5.23 2.46 .74 .30 25 3.75 1.10 .39 I 30 5.22 1.54 .48 35 2.05 .58 .07 Il 40 2.62 .81 .09 45 3.27 1.08 .12 50 3.98 1.38 .16 I 60 1.73 .21 70 2.09 .28 80 .37 90 .46 100 .55 1 I I I I I I I I - 14 - I I 0 1 .-.. I :1* ..:, -'> 1/4. . I 1 1 . .. . . tut it t \ 44• I ri, ,., .., .• ._,L \CA '4'.-.°"3- • .•, ' .. .• dMIMONIMO 1 . . I iy.itc:3 . .1..... ..I i 1 '\ X et! J 11 I 12.7: CP> lel 0 , i bia la p- II 1 ‘- iiiiir 1 •••.4 - ---- -Z---*'-t 7 , 1 . X.4 J r."1 ...._, LP 7. 11,..011 ( k - . i \ • ; 1----1 ..,._ ...bd 'ft.11 ) 1 X = 1 41) gi 1 I 2 r3 ft.17 a eg" zu)co 0 uj a 3.4. et. 2 -J Z ty C) ..1 la I ... • t .3 • u : x 4- <w 33 - - 1 r I -0 L- 0 w I al i IVII. 11444A — 3= < E a •1 E . 2 ID Iv I i 1 1 i 3/45 PSIO Z4 a. t 4 AL fr .°- :.:x taco cow 61-o z ....1 o • A I [ a = ka ca• I I ( thli 2 . 0 z 2 >-.O- w U.1= N ct CZ Z i Fgrli u-E E v) la e— < "cL 8 a 2 I I L ---- ----- I 40/%144. to/ --- - 15 - T&J Panels Jobsite Worksheet Homeowner/Job Name: County: ' Address: System Description (Distribution type, total lines, line lengths, etc. : Y P g � ) MATERIALS CHECKLIST: 2"Pipe Vertical T&J Panels(Caps included) Horizontal T&J Panels(Caps included) AVAILABLE FOR GE Foam Sealer(amount varies based on installation method) PURCHASE FROM T&J Medium Sand Blasting Sand(amount varies based on installation method) PANEL. Powdered Lime Entry T(per line,Horizontal Installation ONLY) I Y2"Pipe 1 '/o"Pipe Fittings for Pipe Backfill Sand(Clean, Screened,Naturally-Occurring, Concrete Sand,or ASTM-C33,NC-2S, FA-10 and Grade"A"Sands) Be sure to use the correct backfill sand material. Contact our offices for backfill sand sources or with any questions regarding backfill sand material. 1 x6 Board(Does not need to be treated) ADDITIONAL PRODUCTS THAT MAY BE NEEDED FOR COMPLETITION: Septic Tank Gallon Pump Tank Gallon 4"Pipe , Distribution Box Manifold Taps _ Size 1 Install Training Tar Seal Rope(5ft. per panel) ' - 16 - , I I Deep Installation of Panel Block Systems I Utilize these specifications for ventilation when Trench - pBottomexceeds 46-inches for vertical I installation. In certain situations, there are more desirable soil conditions deeper in the soil profile. On these sites, Panel Systems can still be utilized, with proper ventilation to the system. Air vents are used with Panel Systems to allow the chambers within the Panel to receive the air Ineeded for treatment. Air vents should be installed as designed. I 2-Inch90-Dearee : SCH 40 PVC Tee t 1- �— r. Trench Bottom l:;.e' ` k��/ Exceeds 4€�Lnches 'f �i Yv r<{ f, . II 4 % Air Vents Fver25 :� � 4.41 Feet 4As Needed) I ` s o P IP ' s II II . 4111- . R Panel Block Systems are not recommended at installatias greater than 6fhcheswithout Iadditional engineering or design modifications. 111 Gravity Flow Installation: Cut the 24-inch long, pipe 2-inch PVC i e in half,then Ireconnect with a 2-inch 90-Degree SCH 40 Tee. Extend the 2-inch Tee up to ground surface to allow ventilation. Recommend utilizing vent caps, studor vents, or turndowns if needed, install as designed. 1 LP Panel Installation (Low Pressure Pipe): Insert your 114-inch or 1 'A-inch into a 2inch PVC "sleeve"that spans from one chamber of a panel to the next. Connect a 2-inch I 90Degree SCH 40 Tee to this "sleeve"halfway between one panel and the next. Extend the 2- inch Tee up to ground surface to allow ventilation. Recommend utilizing vent caps, studor vents, or I turndowns if needed, install 11'4-Inch or 1 %2 2-Inch as designed. Inch PVC PVC 2-Inch „.i �Vent ki1 '40 1 - 17 - I T & J Panel Wastewater Treatment System i 269 Marble Road Statesville, NC 28625 111 Office: 704-924-8600 1 Fax: 704-924-8681 I Website: www.tjpanel.com Email: info aft' anel.com � Jp i i 1 Limited Warranty: , The structural integrity of each T&J Panel,when installed in accordance with manufacturer's instructions,is warranted against defective materials and workmanship for one year from date of manufacture. Should a defect appear within the warranty period,purchaser must inform T&J Panel System of the defect before the warranty expires. T&J Panel System will supply a replacement unit. T&J Panel System's liability specifically excludes the cost of removal and/or installation of the panels. There are no other warranties with respect to the units,including no warranties of merchantability or of fitness for a particular purpose. The warranty does not extend to incidental, consequential,special or indirect damages. The company shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials,overhead costs,or other loss or expense incurred by buyer. Specifically excluded from warranty coverage are: Damage to the panels due to ordinary wear and tear; alteration,accident,misuse,abuse or neglect of the panels;the panels being subjected to stresses greater than those prescribed in the installation instructions;the placement by buyer of improper materials into buyer's system;or any other event,not caused by the company. Furthermore,in no event shall the company be responsible for any loss or damage to the buyer,the panels or any third party resulting from its installation or shipment. Buyer shall be solely responsible for ensuring that installation of the system is completed in accordance with all applicable laws, codes,rules and regulations. Any alteration of this warranty must be noted as"Warranty"in writing by the company. - 18 - 1 Isometric Drawing of a Segment of T &J Panel Horizontal Installation . . .. . ,.. 4'TC.,... C= I LI Y11-:. • \ , s ,. t . •• . , . , . t, . . 111 e'N%et 0 #144 ' • ....._ I , .....,..t . t. 00401„,,_1,-..4,0001111 : .....,, ,.,„: ._.....N.:.l_ 4 NI AP-.4•012111, .1...:l•: . A e----.1 --.‘ d°1141Pil0070W I 4040 I 100Pr 0411•• - 4.1,-.X.M4li lee, Ats.N1 / ; 'Pi ,'N••1 T, I Tee,ie Te-,1= ,4 II ,,"-. .' t '. 6-- 4 0010.' ‘ ..w. „,,„,., ..,..4 4,. ./4,1e•I'Lselle.i. 14"ATRENCH DEPTH AT ..v ._,.e•os p•I Nu.I r_1 iv 1.. GRDOVIThi 0"SOIL.,, ,C'• CAP REQUIRE!). .. •,,. (20"Trench Depth with. na area full)• • •••• . ' ; • .. • ' " 1. ' r.:,,, ‘.••..WeL • '..'S i eVel i •: 4. ! WA I i 4I C \ ... .- ' . e --i Al•--1 e -.-el .1.• 'e 1 ..:; .... 11 4 111 ?i:F., I- 11.„ I . '. . ' _ .. . Isometric Drawing oCfUaTSAeWgmAeYnOt FofGRAVITY FLOW PANEL T &J Panel Vertical Installation 1 , . .,„ ; • Ia •-•.. ,... •:.; t L... 4A•s,...,fre L. ,. • 41-'-... ... .,A. _ „,-.-,. •-.:, . ; i'4.•4.. ' '°f..i. • i ... .. 4-4',1 1..1 ,c t.i f. 0,1 10444 1PP . I — c: riliik0. 4.:I 1:C P21V-%.1. -(.4 vic.1.:T-K, a.;;'-...4.17 I.ti,"•'.. 7,4 CANi l "‘As14111Pri 1 ‘ V). ,, ,,,--::-- . it li..;..---':'' . r.ti'll.0,: e.et Au. AI: sc:AA&•Luri , ., 11 r WS . .S: ,,,.‘•.‘ 22"TRENCH DEPTH AT , I.: GRADE WITH 6507.1., . CAP REQUIRED • - • 4r. ;•' . ..4 T i \, ......1• • • •...A. AM 'r 41 L. 'it' (28"Trench bepth with • ,4,..,.• no area full) ... CUTAWAY OF GRAVITY FLOW PANEL I - 19 - I I i 4c. i. , .! :It**. liL I ir .ram• '-ri r ,�p'�'!_k`h• ,j'r'`�6 artP I Topography and Vegetation Special Landscaping Needs Future Site Needs I . /or \ 1 .,,,:::, , „, ,, p + ,4 . , to r., �_. I "‘Limited Suitable Area I Then consider a better quality effluent with T & J POne ' , jI ''. . ; ' 'l q.. )1(I 1 ...4,4 - --- r° ., ,....• oit . 4.r.:. , t-. _. •} il . 7. Win, ...._ . -:-....- .-..4.'444:- ) .,,,1 ;-,.... . , .,:altbig).- _ lig•-., . .. . . ._ , ., • -to f .,. _`fir • ,*1,-. �xr•.� ,.?-1.i/ - L �e� I sil — 20 — I HOMEOWNER' S I 1 Onsite Wastewater Collection £ Treatment Systems 1 How to Take Care of Y Wastewater System 1 1 ..: 1 ,k • ,.,........ �y v l,)� w6 P r • i ‘•—• r MIME �e t A:. }. iirMil ,•. cif77 .. .. . .;_z,..•.„....,, .,4 ,, ".:1,---',:,-* . ":, .r ,. I CO I Orenco Systems Incorporated I 800-348-9843 541-459-4449 www-orenco.com I `* www.vericomm.net I I I How to Take Care of Y I Wastewater System C'on Tratillations! , P1414i- ' �r .11 And your service provider should I Your home includes reliable, ® ��Jr have a copy of this manual. It's carefully engineered equipment ` ...... available on our Document - manufactured by Orenco ,; �, . g Library, at www.orenco.com. Or Systems',Inc.—for the collec la: call 800-348-9843 (541-459- tion and/or treatment of house- '� ' "„� :A 4449) and we'll send you iii-hold wastewater. a viLllu4i4aVJ�' 1 • another. I When properly designed and installed, onsite Your system will also work better and last longer if I wastewater treatment does a terrific job of decom- posingyou learn what can go into it—and what can not. household waste and recycling precious Little effort is required.Just read and practice the water resources. Our systems use little energy and ''do's and don'ts" that follow. Every member of your I frequently outperform municipal sewage treat- ment plants. The treated effluent is often returned have guests who want to "help out in the kitchen," harmlessly to the soil,where it receives final polish- be sure to tell them,too.With this preventive main- ' ing and filtration for groundwater recharge. There's tenance,along with periodic inspections,your onsite no degrading of our nation's rivers and oceans . . . wastewater system should function for decades.And I which is so often the case with municipal sewage. you'll save water,energy and pumpout costs,too! As with any engineered system,such as your car or There's a place on the back of this Homeowner's your heat pump,your onsite wastewater system will Manual to record"Important System Facts."If those Iwork better and last longer if it is regularly main- have not been filled in for you, please record those mined by a qualified service provider. Your service now,before you file or shelve this manual.And give I provider should be present during installation, so a copy of these facts to your service provider, espe he or she is familiar with your system, especially cially if your service provider changes.You'll be glad those service lines, conduits, and connections that you did. Iget buried. I I Do's and Don'ts for INSIDE the Nouse There are a number of do's and don'ts that will help ensure a long life and minimal maintenance for your system. I As a general rule, nothing should be disposed into any wastewater system that hasn't first been ingested, other than toilet tissue, mild detergents, and wash water. Here are some additional guidelines. I � - - ' trf Don't over flush the following down the > NQ• drain: ,190 i i • Egg shells,cantaloupe seeds,gum, II ti �,;� ; j i I, coffee grounds • ® • Tea bags,chewing tobacco, / Er r�/� C-5:10 cigarette butts I . • Condoms,dental floss.sanitary Don't flush dangerous and damaging DO collect grease in a container and dispose napkins,diapers substances into your wastewater treatment with your trash.And avoid using garbage • Paper towels,newspapers,candy wrappers system.(Please refer to the"Substitutes for disposals excessively.Compost scraps or • Rags,large amounts of hair Household I lazardous Waste."on the next dispose with your trash,also.Food by-products • ••Flushable"wipes.baby wipes.medicated panel.)Specifically,do not flush... accelerate the need for septage pumping and wipes,cleaning wipes ' • Pharmaceuticals increase maintenance. • Excessive amounts of bath or body oils li - I • Water softener backwash I °FLUSHABLE WIPES ARE I , • Flammable or toxic products ei�'' I] N T• I lousehold cleaners.especially floor wax , and rug cleaners 1 Q DISPOSE IN TRASH. I • Chlorine bleach,chlorides,and pool or , spa productsDOn't plumb water softener discharge brine into your wastewater system.(The softened I • Pesticides,herbicides,agricultural DO keep lint out of your wastewater treatment WAFER is OK,just not the BRINE that's chemicals,or fertilizers system by cleaning the lint filters on your produced during the regeneration cycle.) 'N washing machine and dryer before every I load. Installing a supplemental lint filter DO route the brine around your wastewater .a on your washing machine would be a good system so it discharges directly into the soil. P precautionary measure.(This normally This is a cost-effective solution that ensures r -- takes just a few minutes.Lint and other such the long-term performance of your system , \ 411P— �� materials can make a big difference in the and the biological processes that occur 11O! •/ frequency and cost of pumping out your inside it. - primary treatment tank.) Water softener brine interferes with nitrogen Don't use special additives that are touted _ _ removal.And it degrades treatment by to enhance the performance of your tank or interfering with the settling process inside the 's tank.Without proper settling,solids,grease, system.Additives can cause major damage �' and oils are carried through your system. I to other areas in the collection system.The / _ 9 _ , T natural microorganisms that grow in your '1`�I i ' I clogging components.This increases your system generate their own enzymes that are ; costs by... I sufficient for breaking down and digesting • requiring the tank to he pumped more nutrients in the wastewater. - often(at hundreds of dollars per pumpout) I DO use your trash can to dispose of substances • requiring filters to be cleaned more often that cause maintenance problems and/or increase the need for septage pumping. • fouling drainfields and other downstream equipment I I I I Do's and Don'ts for INSIDE the House U / ��� ' - _ Scouring cleaners & powders: 66 R� e '+ •:..' ' •\ Sprinkle baking soda on a damp sponge or i I. ' ,• add 4 tbs(50 g)baking soda to 1 qt(1 I.) I '. iiirI • •: warm water.Or use Bon A mi"cleanser;it's a ,�l ��Gl . �,��,'+ cheaper and won't scratch. • 'f' �i 05 ��• Carpet/upholstery cleaners: - = ' � Sprinkle dry cornstarch or baking,soda on, then vacuum.For tougher stains,blot with Don't ignore leaky plumbing fixtures;repair Don't leave interior faucets on to protect water white vinegar in soapy water. Ithem.A leaky toilet can waste up to 2,000 gal lines during cold spells.A running faucet can Toilet cleaners: Ions(7500 liters)of water in a single day. easily increase your wastewater flow by 1,000 Sprinkle on haking soda or Bun Ami;then That's 10-20 times more water than a house- to 3.000 gallons(4,000 to 12,000 liters)per scrub with:+toilet brush. U hold's typical daily usage.Leaky plumbing day and hydraulically overload your system. fixtures increase your water bill,waste natural Instead,properly insulate or heat your faucets Furniture/floor polishes: resources,and overload your system. and plumbing. To clean,use oil soap and warm water.Dry I _ with soft cloth.Polish with 1 part lemon %� '�.Mi �, juice and 2 palls oil(any kind),or use 7f 41 �. natural products with lemon oil or beeswax l ���V.7..:Nil \ a ' c' 'y� in mineral oil. 1 9 1' Metal cleaners: \ INS\ ;\�� ,"'!ii ' • Brass and copper scrub with a used half ` i _ of lemon dipped in salt. • Stainless steel:use scouring pad and Don't use excessive amounts of water Using DO use substitutes for household hazardous soapy water. I 50 gallons(200 liters)per person per day is waste.Replace the following hazardous • Silver;rub gently with toothpaste and typical.If your household does not practice products with products that are less soft wet cloth. any of the"water conserving tips-below,you environmentally harmful.The hazardous Oven cleaners: ' may be using too much water cleaners are listed below;followed by the suggested substitute. Quickly sprinkle I s crinkle salt on drips:then scrub. DO conserve water: Use baking soda and scouring pads on older •Take shorter showers or take baths with Ammonia-based cleaners: spills. I a partially filled tub.Be cautious about • For surface's,sprinkle baking soda on a excessive use of large soaking tubs. damp sponge. 1 • Don't let water run unnecessarily while • Or for windows,use a solution of i ' I brushing teeth or washing hands,food, 2 tbs(30 m1.)white vinegar to t I C dishes,etc. 1 qt(1 L)water.Pour the mixture into l(1.Iquid I • Wash dishes and clothes when you have a a spray bottle. I. ergen21 I full load. Disinfectants: _ -- • When possible,avoid doing several loads Use borax: 1/2 cup(100 g) in a gallon in one day: (4 L)of water;deodorizes also. Laundry detergents: • Use water-saving devices on faucets and Drain decloggers: Choose a liquid detergent(not a powder) showerheads. Use a plunger or metal snake,or remove that doesn't have chlorine or phosphates. • When replacing old toilets,buy low-flush and clean trap. I models. I Do's and Dents for OUTSIDE the House Don't enter your tank,ever!Gases Don't dump RV waste into your \ _ I that can be generated in the tank wastewater system. It will increaseNOV and/or oxygen depletion can be the frequency of required septage ' /, —i — ` Avis.,:„ fatal. pumping.When dumped directly ` .ate �-\ �__� '>> into the pumping vault,RV waste w'' . ' • , Do keep the tank access clogs or fouls equipment,causing '�-;_.'\l�'�'T, , ��; lid secure to the riser at undue maintenance and repair I -- " all times with stainless steel lid costs. (Also,some RV waste may bolts.If bolts are lost or damaged, contain chemicals that are toxic or that may retard the biological call your service provider immediately for bolts.Or call Orenco at digestion occurring within the tank.) I (800)348-9843 or+1 (541)459-4449.If the tank lid becomes Don't ever connect rain gutters or _- detached from the riser or if the lid or riser becomes damaged, storm drains to the sewer or allow - _ \ BLOCK ACCESS TO'HIE TANK OPENING IMMEDIATELY AND KEEP surface water to drain into it.And i ,NO CI IILOREN KM'until all repairs are made. don't discharge hot tub cater into Don't drive over your tank or any your system.The additional water 11.11117C- ,' r huried components in our s stem, will increase costs and reduce h ' I y' Yunless they've been equipped with the capacity of the collection and '_,_ -0.7 a special trafficlid.If the system is treatment systems.It can also washsubject to possible traffic,put up a excess solids through the tank.lifffr '1 w o' s and,for ro.erties with drainfields. h�rrlc�tde or a ro t shrub.. P (', additional water can flood the drainfield. Don't dig without knowing - . - the location of your wastewater I system.As much as possible,plan landscaping and permanent outdoor structures before installation. I But easily removable items,such as bird baths and picnic tables, are OK to place on top of your system. At the Control Panel DO locate your electrical control Don't turn off the main circuit breaker to the wastewater pumps I panel where it will he protected when going on vacation.If there is any infiltration or inflow into C Eli from potential vandalism and the system,the pumps will need to handle it. y,a,e„ have unobstructed access. I i i'm,' P i DO familiarize yourself with the +,�[„ gym • i location of your wastewater system and electrical control panel.Refer IMPORTANT! CAUTION! I to the panel's model number when reporting a malfunction in the system. Only a qualified electrician or authorized installer/ DO make arrangements with a reliable service person to provide operator should work on your control panel.Before I regular monitoring and maintenance,and place the service anyone does any work on either the wiring to the level poison's phone number on or in your control panel! control floats and pumps hi the vault or on the control panel itself,it is imperative to first switch the isolation I DO remember that the audible alarm can be silenced by pushing fuse/breaker and the t reuit breakers hi the panel to the lighted button located directly above the"Push to Silence" the"Off'positions,then switch"Off'the power to the label on the front of the electrical control panel.Hold the button system at the main breaker! I until the alarm goes off.With normal use,the tank has a reserve storage capacity good for about 24 hours. I I : / MANUAIr I Onsite Wastewater Collection £ Treatment Systems --�. ��,. nvpgmm.,. a, : ;` Do keep an"as built"system diagram in a sate place for ���'`� "' +; reference.And keep accurate records of maintenance and Clem raimilim r service calls.Make sure whoever services your tank keeps a Orenco Systems" / complete record,and ask for a copy for your records. Incorporated Changing the Wit),the tt,rki Doer tCftrrn•,rtrr' 800-348-9843 541-459-4449 I IMPORTANT SYSTEM FACTS 541-45 -4449om www.vericomm.net I Distributor or Dealer: Please fill out the following important information before giving out this Homeowner's Manual: 1 aslnbulorrLleater Alur. Property Adrh es I Property Owner Nar.ne(s) I Auth'vied Se„,.,..-F'i; J Service Pr, Nur^harts/ StartO'n Date t;entroi Panel Model h'and IA_a IAdr ar Tex'Meder a ii!applicable) Advarrex Sena)a(,1 applicable) I NSF. I Engineer Name tit uppticablel srnem"�J AdvanTex3 Ei gineer Psone Numb?"is) Treatment System I AXN Models meet the requirements of NSF-ANSI Standard 40 for Class 1 Systems, Regutaatal Agerc;y I .Regrdator Contact Nance I Regualorn Contaq Phone Numbers)) ABR-OM-1 1 Rev. ®12/11 Orenco co Systems®ems° ,Inc.