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HomeMy WebLinkAboutLSSP-06-2022-172831.tif L.J.f y ,.of--202 ZZ.. 1722 i CQ JiD-iC�Permit Option Common Form t_1iD Reference: �+ PART 3: Authorization to Operate(ATO) Except for dote received,the Section below is to be completed by the Owner. T i LHD USE ONLY Initial submittal of request for ATO received: 5 d$ �,/,,---._by-.._.prqh. i ( No V to Initials I Date of Post-construction Conference l j The following items are included in this submittal for an Authorization to Operate under an LSS COVID-19 permit: 1 Signed and sealed copy of the LSS's report that includes the information in G.S.130A-336.2(k) ❑Yes ErNo 2. Operation and management program ❑Yes �'�10 3, Fee (as applicable) ❑Yes [- o 4. Notarized letter documenting Owner's acceptance of the system from the LSS 1'4es Li No 5. On-site Wastewater Contractor name: r G)-s J �/-I/i.--Y4 ilk/ number: 9-�i Mailing address 'J diferd jt City:/`"Z'7'r ilk/State:/ Zip:)71 Telephone number:534 "3` --2'/2 E-mail Address: _%?IG'/'4 � t �/+ i/I�co "` 6. Proof of Errors and Omissions or other appropriate liability insurance for the On-site Wastewater Contractor is attached and includes the name of the insurer,name of the insured,and the effective dates of coverage. Yes ❑ No Attestationta ) t io by the Owner for Authorization to Operate I, / « J////41 i hereby attest that all items indicated above have been provided to the Print name of Owner _r 'te y,� 4 e/ County LHD and the system shall meet applicable federal,State,and local laws, regulations,rules, d ordinances. —7-y Signature of Owner Dote This section for tHD Else Only. LHD Review of required information for the ATO ❑ INCOMPLETE Based upon review of information submitted in the Section above,the following items are missing from the information required for an Authorization to Operate for an LSS COVID-19 permit: Copies of this signed form were sent to the LSS and the Owner on via Date Email,FAX,USPS,Hand-dellvered Print name of aurhori,eed Agent of the LHD Signature of authorized Agent of the LHD Date ❑ COMPLETE Based upon review of information submitted in the Section above,this Authorization to Operate is hereby issued in accordance with G.S 130A-336.2(m). A copy of this complete NOI/ATO with tracking information was sent to the State on via Date Email,FAx,LISPS,rsand.dr:srered . Print name of authorized Agent of the LHD--_._.._._ - Signature of authorized Agent of the LHD Y--_�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-33P. DHH.S/EHS/OSWP 1.55 C 19 COMMON FORM Updated April 2022 Page 6 of 6 WSC WOOD SOIL 620 Lee Fox Lane Hillsborough NC 27278 CONSULTANTS (919)417-8027 December 12, 2023 RE: Septic System Installation 3954 Cedarwood Trail Terrell, North Carolina The purpose of this letter is to confirm that the septic system installation for the Ned Williams residence located at 3954 Cedarwood Trail,Terrell, North Carolina was installed in general accordance with my design. Sincerely, b Michael G. Wood, LSS Wood Soil Consultants, PLLC 620 Lee Fox Lane Hillsborough, NC 27278 vvI.JVV J"JIL Hillsborough NC 27278 Authentisign ID 04EDUra{alrT SssDD1:,,, (919)417-8027 December 12, 2023 RE: Septic System Installation 3954 Cedar Wood Trail Terrell, North Carolina The purpose of this letter is to confirm that the septic system installation for the Ned Williams residence located at 3954 Cedar Wood Trail,Terrell, North Carolina was installed in general accordance with the proposal submitted to your office by Michael G. Wood, LSS. Sincerely, Authnnti ]uS't/h /VIGIL iOh 12/13/23 Justin Marion Justin Marion Plumbing 9135 Broad Street Rural Hall, NC 27045 \AISC 620 Lee Fox Lane WOOD SOIL Hillsborough NC 27278 CONSULTANTS (919)417-8027 December 12, 2023 Ned Williams 6134 Park Hill Road Charlotte, NC 28277 Subject: Septic System Installation Acceptance 3954 Cedarwood Trail Terrell, North Carolina The septic system installed on my referenced property was specified by Michael G. Wood, LSS, and installed by the Justin Marion Plumbing. I, Ned Williams, do hereby accept the septic system installed cn my property. b/y& / - /3- 2 3 Ned Williams (signature) Date Ls e oo 2012 (12.1 ( ROY COOPER• Governor NC DEPARTMENT OF KODY H,KINSLEY•Secretary � �y > HEALTH AND HELEN WOLSTENHOLME • Interim Deputy Secretary for Health HUMAN SERVICES .� �. MARK T.BENTON •Assistant Secretary for Public Health Division of Public Health COMMON FORM FOR LICENSED SOIL SCIENTIST COVID-19 PERMIT OPTION FOR NON-ENGINEERED SYSTEMS See Instructions for Use In Appendix A Except for"Date received",this Section to be completed by the LSS in accordance with S.L.2020-97,Section 3.19 and G.S. 130A-3366.2 ``�� LHD USE ONLY: Initial submittal of this NOI received: 6 "Z—2_" - by C'10 Dare inkioh PART 1: Notice of Intent to Construct(NOI)-Please check all that apply RECEIVED jt Single System or ❑Multiple Systems AND k i iV - 2 2022 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.): Environmental Health iv( AI11'5 ry ����``����'' Mailing address: (o13 T P.k1QIL H1 t C.t 12.0,+.J City:0t'yg14t0 i - State: lS G Zip: 287 7 q- Telephone number: l-Z•1i I -I 2ot�1 E-mail Address: IV/ci✓ 5l.J ILLI VAS GI()MAIL-COM 1/y 2. Licensed Soil Scientist(LSS) name: t' 1 f=CL1A1 L< INUU LSS License number: tZ t`i Mailing address:3Z.'- 'U(.Acxr).)RRL ? / Soil'. (zoo City: )JQrgM _ State: NC Zip:2- ?-UI Telephone number: I;)q 712- 13q? E-mail Address: f lC-I 0(-4(,t)tiJbl 140--E OAkS MilAJk -12fAJ6, ()!� 3. Licensed Geologist(LG)(if applicable)name: License Number: Mailing address: City: State: Zip: Telephone number: _ E-mail Address: 4. Proof of Errors and Omissions or other appropriate liability insurance for the following persons is attached that includes the name of the insurer,name of the insured and the effective dates of coverage: 135 ❑ LG 5. Property location (physical address,tax parcel identification number or subdivision lot,block number of the property to be permitted): 3 51 J alit Jd at, (RAIL ( G.I2ELL y�C-- County Name: C-A I rhLrJ Ql� 6. Type of facility: ® Place of residence No.Bedrooms: `4' No.Occupants: g ❑ Place of business Basis for flow calculation: ❑ Place of public assembly Basis for flow calculation: NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DPASION OF PUBLIC HEALTH LOCATION.5605 Six Forks Road, Raleigh,NC 27609 MAILING AOOREss.1642 Mail Service Center,Raleigh,NC 27699-1642 www.ncdhhs.gov • TEL:919-707-5874 • FAX:919-845-3972 AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPI OYER • COVID-19 Permit Option Common Form LHD Reference: Lsf,_ Zoz2 7( 7. Factors that would affect the wastewater load: Fa- 4:30mes-rC (,1J115tFU)k S .. CYb( 0/21 8. Type and located of proposed wastewater system: 'NAP-70 VaTIC(AL Presli bt,tu reb frkivICFle'- $LUCK f 9. Design wastewater flow: 4220 gpd Design wastewater strength: ,j domestic ❑high strength ❑ industrial process(Fa industrial process wastewater,a Professional Engineer licensed in occardonce with G.S.89Cshall design the on-site wastewater system.) 10. A plat as defined in G.S. 130A-334(7a) is attached: ❑Yes Ej,No A site plan as defined in G.S. 130A-334(13a)is attached: .j Yes ❑ No 11. Location of proposed or existing wells(drinking water,irrigation,geothermal,groundwater monitoring, sampling,etc.) and any potable and non-potable water conveyance lines is indicated on attached plans and complies with 15A NCAC 18A.1950: ©Yes ❑No This is a saprolite system. ❑Yes El No 12. Evaluation(s)of soil conditions and site features in accordance with G.S. 130A-335(al)signed and sealed by a LSS is attached: ®Yes ❑No 13. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ❑Yes ® NA 14. Proposed landscape,site, drainage,or soil modifications are attached: ❑Yes © NA Attesttation by LSS pursuant to Si.2020-97,Section 3.19 and G.S.130A-336.2 s I, I ` 1zo L U' . UV 00 0 hereby attest that the information required to be included with Licensed Soil Scientist(Print Nome) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State,and local laws, regulations, rules and ordinances,and that the proposed system does not require a Professional Engineer,licensed in accordance with G.S. 89C,and in accordance with 15A NCAC 18A.1938 and activities determined to be engineering as determined by the North Carolina Board of Examiners for Engineers and Surve rs, "? crk .G .// 1 z z Signature of Licensed Soil Scientist Date Owner self-submittal of NOI: I, hereby submit this NOI prepared by Print Name of Owner Print Nome of Licensed PE pursuant to G.S. 130A-336.1. Signature of Owner Dote OHNS/FNS/OSWP—LSS C-19 COMMON FORM Updated April2022 Page 2 of 6 ' I COVID-19 Permit Option Common Form LHD Reference: ZSfyP_o�LO221`- ib 3l NOTES: LIABILITY: The Department, the Department's authorized agents, or local health departments shall have no liability for wastewater systems designed, constructed,and installed pursuant to an LSS COVID-19 Permit Option[S.L.2020- 97,Section 3.19(d)and G.S. 130A-336.2(f)) RIGHT OF ENTRY: The submittal of this Notice of Intent to Construct grants right of entry to the Local Health Department and the State to the referenced property. ISSUANCE OF BUILDING PERMIT: Once the LHD deems that the Notice of Intent to Construct is complete via signature in the section below, the owner may apply to the local permitting agency for a permit for electrical, plumbing,heating,air conditioning or other construction, location,or relocation activity under any provision of general or special law pursuant to G.S. 130A-338. DHHS/EH5/OSWP—LSS C-19 COMMON FORM Updated April 2022 Page 3 of 6 COVID-19 Permit Option Common Form LHD Reference: Z`s`r� D�' ZO - 7Z� �� 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 the notice of intent to construct required pursuant to subsection(b)of this section is complete within five business days after receiving the notice of intent to construct.A determination of completeness means that the notice of intent to construct includes all of the required components.if the local health department determines that the notice of intent to construct is incomplete, the local health department shall notify the owner and fist the information needed to complete the notice. The owner may then submit additional information to the local health department to cure the deficiencies in the initial notice. The local health department shall make a final determination as to whether the notice of intent to construct is complete within five business days after the department receives the additional information.If the local health department fails to act within any time period set out in this subsection, the owner may treat the failure to act as a determination of completeness. The owner shall be able to apply for the building permit for the project upon the decision of completeness of the notice of intent by the local health deportment or if the local health department fails to act within the five business day time period." The review for completeness of this Notice of Intent was conducted in accordance with G.S. 130A-336.2(c). This NOI is determined to be: ❑ INCOMPLETE (If box is checked, Information in this section is required.) Based upon review of information submitted in Part 1,the following items are missing: Copies of this form listing missing items were sent to the LSS and the Owner on 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 Dure VCOMPLETE (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 LSS and the Owner on 2 via r`at, Date Email,FAX,U5PS,hand-delivered A copy of this NOI and tracking information was sent to the State on via Date / Email,FAX,USPS,hand-delivered rt 7 / Print Name of Authorized Agent of the LHO Signature of Authorized Agent of the LHD Date DHHS/EHS/O5 WP-L55 C 19 COMMON FORM Updated April2022 Page 4 of 6 COVID-19 Permit Option Common Form LHD Reference: LS-v- 6 -?V ZZ /72- 3( Re-submittal of NOI with missing items included This Section Is for use by owner to submit hems noted as missing during LHD Completeness Review above. Resubmlttofs must be accompanied by a cover letter from the LSS. LHD USE ONLY: This NOI resubmittal received: by Date Initials Item#from initial NOI Resubmittel description Attestation by LSS pursuant to S.L.2020-97,Section 3.19 I, hereby attest that the information required to be included with Licensed Soil Scientist(Print Nome) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State,and local laws,regulations,rules,and ordinances. Signature of Licensed Soil Scientist Date The section below is for Local Health Department use after submittal of items noted as missing above. LHD Follow-up Completeness Review of Notice of intent to Construct This follow-up review for completeness of this Notice and Intent was conducted in accordance with G.S. 130A- 336.2(c). This NOI is determined to be: ❑ INCOMPLETE Based upon review of information submitted in the RESUBMITTAL above,this Notice of Intent remains INCOMPETE because the following items from Part 1 of this form remain missing: Copies of this signed form were sent to the LSS and the Owner on via Date Email,FAX,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 RESUBMITTAL above in addition to information provided in Part 1 of this form,this NOI is deemed complete. Copies of this signed form were sent to the LSS and the Owner on via Date Email,FAX,USPS,Hand-delivered A complete copy of this form with tracking information was sent to the State: via Date Email,FAX USPS hand.delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date OHHS/EHS/OSWP—LSS C-19 COMMON FORM Updated April2022 Page 5 of 6 COVID-19 Permit Option Common Form LHD Reference: 1-`3I1`°6-Z022 - /7 -5 r PART 3: Authorization to Operate(ATO) Except for date received,the Section below is to be completed by the Owner. LHD USE ONLY: Initial submittal of request for ATO received: by Dote Initials Date of Post-construction Conference: The following items are included in this submittal for an Authorization to Operate under an LSS COVID-19 permit: 1. Signed and sealed copy of the LSS's report that includes the information in G.S. 130A-336.2(k) ❑Yes ❑No 2. Operation and management program ❑Yes ❑No 3. Fee (as applicable) ❑Yes ❑ No 4. Notarized letter documenting Owner's acceptance of the system from the LSS ❑Yes ❑ No 5. On-site Wastewater Contractor name: License number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 6. Proof of Errors and Omissions or other appropriate liability insurance for the On-site Wastewater Contractor is attached and includes the name of the insurer, name of the insured,and the effective dates of coverage. ❑Yes ❑ No Attestation by the Owner for Authorization to Operate I, hereby attest that all items indicated above have been provided to the Print name of Owner County LHD and the system shall meet applicable federal,State,and local laws, regulations,rules,and ordinances. Signature of Owner Date This section for LHO Use Only. LND Review of required information for the ATO ❑ INCOMPLETE Based upon review of information submitted in the Section above,the following items are missing from the information required for an Authorization to Operate for an LSS COVID-19 permit: Copies of this signed form were sent to the LSS and the Owner on via Date Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ❑ COMPLETE Based upon review of information submitted in the Section above,this Authorization to Operate is hereby issued in accordance with G.S. 130A-336.2(m). A copy of this complete 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-L55 C-19 COMMON FORM Updated April 2022 Page 6 of 6 Residential Subsurface Wastewater Treatment and Disposal System COVID-19 Proposal for 3954 Cedarwood Trail Terrell, Catawba County, NC Tax Parcel #4617-0473-3329 June 1, 2022 Prepared for: Ned Williams 6134 Park Hill Road Charlotte, NC 28277 704-241-1207 Prepared by: Michael G. Wood, LSS .00 Sou kit,. Three Oaks Engineering, Inc. G'' 4'�324 Blackwell Street, Suite 120 icaIM*22 Of Durham, NC 27701 Phone: 919-732-1300 tsty Michael.wood@threeoaksengineering.com " 'H The LSS Evaluation is being submitted pursuant to and meets the requirements of SL 2020-97 Section 3.19. 3954 Cedarwood Trail Details Ned Williams has contracted with Three Oaks Engineering, Inc. to prepare a septic proposal for a 4-bedroom single family residence at 3954 Cedarwood Trail, Catawba County, North Carolina. Based upon a soils investigation performed by Three Oaks, it has been determined that a sufficient amount of"Suitable" Group IV soils is available for the installation of Pump-to Vertical - Prefabricated Permeable Block Panel System with a 50% reduction for the initial and repair systems at a 0.30 GPD/ft. sq. long term acceptance rate (LTAR). The property is served by a private well. The existing private well will need to be properly abandoned and a new one installed as shown on the proposed site plan. The enclosed Licensed Soil Scientist Evaluation is being submitted pursuant to and meets the requirements of SL 2020-97 Section 3.19. Mr. Williams requests that Catawba County Environmental Health (ICEH) issue the appropriate permits for a subsurface wastewater treatment and disposal system based upon the enclosed LSS COVID-19 permit option. Location From Newton, take NC16 Business S to NC-16 S. After 8.6 miles,turn left on NC-150. In 6.3 miles, ridge onto Kiser Island Road, left on Cedarwood Trail in 0.6. Lot will be on left.. References Laws and Rules for Sewage Treatment and Disposal Systems, I SA NCAC 18A, Section.1900, Department of Environment and Natural Resources, Division of Environmental Health, On- site Wastewater Section, December 6, 2018. Design, Installation and Maintenance of the T cfr J Panel Wastewater Treatment System; 2021,published by T J Panel. Primary Investigator's Credentials NC Licensed Soil Scientist No. 1219 SC Professional Soil Classifier No. 114 VA Professional Soil Scientist No. 415 2 3954 Cedarwood Trail Plans and Specifications A. Septic Tank 1. The septic tank shall be State approved (Section .1953 of 15A NCAC 18A), watertight, structurally sound, and 1,000 gallons in capacity. 2. The septic tank will be fitted with an approved effluent filter and riser for easy access and periodic maintenance. 3. It is the responsibility of the septic contractor to thoroughly inspect the septic tank prior to accepting delivery to assure that the tank has had time to properly cure and is free of cracks or other structural deficiencies. B. Pump Tank 1. The pump tank shall be State approved, of one-piece construction, watertight, structurally sound and 1,000 gallons capacity. Again, it is the responsibility of the septic tank contractor to thoroughly inspect each pump tank prior to accepting delivery. 2. All pipe penetrations into the tank shall be booted(i.e., C-293 boot with a stainless- steel strap). 3. The pump tank shall have access risers that extend, at a minimum, 6 inches above finished grade and must have less than 36 inches of fill over its top once finished grade has been established(a reinforced concrete tank will be required if finished soil cover is 36 inches or greater in depth). 4. Floats, pump and control circuits, and the control panel shall meet the requirements of Rule .1952(c). Panel and control equipment shall include lightning protection, be protected from unauthorized access, and always remain accessible to the system operator. 5. The pump and alarm controls shall be provided with manual circuit disconnects within a watertight, corrosion resistant, NEMA 4x rated control panel. The control panel must be securely mounted outside, adjacent to the pump tank riser and at a minimum of 12 inches above finished grade. Pump and float control wiring should be long enough to reach from the tank to the control panel without splicing, routed through wire conduit, and sealed at the openings within the pump tank as well as the control panel enclosure. It is paramount that the conduit is properly sealed to prevent the escape of flammable gases from the pump tank. Furthermore, there must be two electrical circuits for the pump tank controls: one for the pump and one for the alarm controls. 6. Float switch tie downs must be made of a corrosion resistant material(per OWPS,all metal in the tanks shall be stainless steel). Floats should be mounted on a separate "float tree" rather than the pump supply line(see pump tank detail). 7. The pump removal system will be via a pump tether made of nylon rope or its equivalent. The tether material should be resistant to mildew and rot. C. Pipes and Fittings 1. All discharge piping, connectors and supply lines should be made of SCH 40 PVC. 3 3954 Cedarwood Trail 2. All joints must be properly "welded" utilizing the appropriate PVC cement for each application. 3. The supply line from the pump tank to the pressure manifold shall be 2-inch Schedule 40 PVC (approximate length of supply line is 150 feet). 4. There shall be a threaded PVC union above each pump to facilitate easy removal of the pumps for maintenance or replacement. D. Distribution Method—Pressure Manifold 1. The system will be fed by a pressure manifold. 2. The pressure manifold shall be contained within an adequately sized box/vault that will allow future repair lines to be installed and is designed to allow for drainage of effluent that may accumulate in it during flushing and head pressure adjustments. The box should be placed upon a gravel base. 3. A gate valve shall be provided at the pressure manifold box to allow for final pressure adjustment(2 foot of head pressure as per design). 4. The pressure manifold shall be constructed of SCH 80 PVC. 5. There shall be 4 taps all l/2in SCH 40 PVC 6. The connecting pipe between the pressure manifold taps and the drainfield shall be constructed of PVC. D. Drainfield Installation 1. The drainfield and the proposed septic tank location have been marked on-site utilizing metal stemmed flags. Once this area has been approved by the County, the property owner/builder should mark this area and isolate it as much as possible from construction traffic.Prior to the system installation,the septic contractor shall contact the County for a preconstruction conference at which time the drainfield area will be re-verified. 2. Under no circumstances shall any construction take place within the drainfield area while the soil is in a wet condition. If the installer has doubts as to whether or not the drain field area is dry enough to begin construction, the environmental health specialist for this area should be contacted for permission to proceed with the installation. 3. The specified system is a gravity fed horizontal-prefabricated permeable block panel system — specifically the 8x16-inch high panel system manufactured by T&J Panel Wastewater Treatment System, Patent No. 4013559-, telephone: 1-800-222-2577. The installer must follow the manufacturer's guidelines for installing the T&J Panel System and should request an installation manual from the manufacturer prior to beginning construction. 4. The initial drain field consists of four (4) lateral trenches 2 feet wide by 67 feet in length. 5. It is essential that the lateral trenches be constructed on contour with the land, with each trench being excavated level from beginning to end.The use of a tripod mounted engineer's level is essential to assure that each trench is constructed as level as possible. 4 3954 Cedarwood Trail 6. The maximum trench depth for this system shall be 29-inches on the low-side of trench. The exception is Line 1 which needs to start at 29-inches on the end that started 10-feet off the northern property line. It will require a minimum 6" soil cap at the southern end. Each trench shall be placed on minimum 8-foot on centers. 7. Once trenches are dug, the side walls shall be raked and a light dusting of lime applied. 8. Backfill the trench with 6 inches of sand and level to grade. Once leveled, place l x 4- or 6-inch boards on top of the sand the entire length of each trench. Once the grade boards have been set, the panels may be set into the trench. The panels should be placed 6-inches apart but can be slightly minimized as needed to allow for installation. 9. Once the panels have been set,line the top chamber of each panel with 10— 12 pounds of clean particle sand (medium sand blasting sand). Coverage depth should be approximately l inch thick. Please note that this sand is not the same material specified for baclll. 10. Tar seal rope, or approved foam, should be placed in the"U" outs of each end of the panel to form seals. Once the tar rope is in place,the 2-inch Schedule 40 PVC laterals can be added and the seal completed by the addition of more tar rope on the top and sides of the pipe. Now that the connection and seals are complete, a block cap is placed on each end of the panel so that all openings are covered. 11. Once the lateral has been installed and the panels closed, the trench is ready to be backfilled to the top with the sand used in the trench bottom. At this point, the trenches should be left open for the final inspection by the County. 12. A minimum 6-inch, after settling, soil cap will be required over the drainfield, see note on Line,1 in item 6 above. Initial&Repair System-3954 Cedanwood Trail Field Line a Color Initial/Repair Field Length System Length Setup#1 I Relative Elevation 1 Pink Initial 70 67 13.6 106.5 2 Yellow Initial 70 67 12.4 107.7 3 Blue Initial 70 67 11.3 108.8 • 4 Orange Initial 72 67 9.95 110.2 • S Pink Repair 72 67 8.85 111.3 6 Yellow Repair 76 67 7.00 113.1 7 Blue Repair 76 67 6.2 113.9 8 Orange Repair 78 67 5.7 114.4 Pump Tank 20.1 100 F. Final Landscaping 1. Final cover over the drainfield shall be at least 6-inches deep. Additional soil cover may be required to achieve the 6-inch requirement. 2. The drainfield shall be shaped to shed rainwater and be free from low spots. 3. The entire area of the drainfield should be planted with grass as soon as possible to prevent erosion. The soil should be properly tilled, limed(if necessary)and fertilized prior to planting. After applying grass seed, the area should be heavily mulched with straw or other suitable material. 5 3954 Cedarwood Trail G. Utility/Drive Conflicts 1. The builder and property owner must take special care in planning for utilities(water, power, gas, telephone, cable lines, etc.). All utilities shall be kept clear of the septic system and its proposed repair area. Improper planning for underground utilities can negatively impact the installation and, in some cases, cause irreparable damage and permit revocation. If there are any questions regarding preferred routes, contact the County as soon as possible. 2. Water lines must be kept at least ten (10) feet and wells at least fifty (50) feet from any portion of the septic system. 3. Irrigation systems should not be placed in the drain field area. Maintenance H. In General The designed system does not require ongoing maintenance via a person certified(Certified Subsurface System Operator)by the North Carolina Department of Environment and Natural Resources to operate subsurface wastewater systems(Section .1961 Maintenance of Sewage Systems). However, the following maintenance should be considered by the owner. 1. The homeowner must maintain the drainfield area through periodic mowing. The drainfield must not be allowed to become overgrown. 2. The septic tank should be pumped every 4 years or when the solids within the septic tank reach an elevation that is equivalent to 25% of the volume of the tank. In some situations, the tanks may need to be pumped more frequently. If you are using a garbage disposal, it is recommended that the septic and pump tanks be cleaned out annually. 3. When it becomes necessary to clean the effluent filters,the filters should be removed, and the accumulated debris washed back into the septic or pump tank—not onto the lawn. 4. Any damp areas, leakages or malfunctions in the drainfield should be addressed immediately. 5. Divert gutter downspouts and surface water runoff away from the drainfield and septic and pump tanks. 6 3954 Cedarwood Trail Initial System Design Specifics Daily Design Flow: 480 GPD—4 bedroom house Effluent Loading Rate: 0.300 GPD per sq. ft. Drainfield Type: V-PPBPS (50%Reduction) Maximum Trench Depth: 29 Inches on low-side Supply Size: 2 Inch Supply Line Length: Approximately 150 feet Number of Drainlines: 4 **Drain Lines: 2' Wide x 67' Long **Drainline Spacing: 8 Foot on Centers Total Trench Length: 268 Linear Feet Distribution Method: Pressure Manifold Number of Taps: 4 Number of Panels: 62 Dosing Volume: 223 Gallons Pump Run Time: 7.83 Minutes Pressure Head: 2 Feet Total Elevation/Friction Head 22.36 Feet *Pump Requirements: 28.44 GPM at 22.36 Feet TDH Recommended Pump: Goulds Pump WE05H or equiv. * Total Dynamic Head(TDH) for system is estimated based upon existing elevations, approximate pump off elevation,design pressure head and supply line length. Total Dynamic Head should be reconfirmed by septic contractor at the time of system installation based upon actual tank depth and pressure manifold height. ** See drainfield layout for site locations and more details. 7 3954 Cedarwood Trail Repair System Design Specifics Effluent Loading Rate: 0.300 GPD per sq. ft. Drainfield Type: V-PPBPS(50% Reduction) Maximum Trench Depth: 29 Inches on low-side Supply Size: 2 Inch Supply Line Length: Approximately 185 feet Number of Drainlines: 4 **Drain Lines: 2'Wide x 67' Long **Drainline Spacing: 8 Foot on Centers Total Trench Length: 268 Linear Feet Distribution Method: Pressure Manifold Number of Taps: 4 Number of Panels: 62 8 Neosite, Plan t .I A.:,...if, r(rrr{ie t , t� �a�t rr i) rrr* 'rr "o• r rrf 1��r`rrfr �, `g�da s rilr ".:. € f '.1)\ & A • I/ 1,\ i'-' ....-- ...-.. 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''`--'.' 0-6 Initial Drainlines Repair Drainlines — --- -150' Supply Line • Soil Boring .... i o Pressure Manifold < Z ... 1"=40' • • Three Oaks Engineering .S)raat I of 324 Blackwell Street,Suite I200 PROPERTY ID 11:%I I-09 1-37312-41- Durham,NC 27701 COUNTY: CATA WBA SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete ill fields in fill) OWNER: h/Gb V II LA 9 t1415 _ APPLICATION DATE ADDRESS: IA31I 11414K 14I1.t kpA1> # CH4R.L01T(%, ;Jr `�g2r+ DATE EVALUATED: S PROPOSED FACILITY: IZEs. PROPOSED DESIGN FLOW(.1949): 490 PROPERTY SIZE: 0, ZI. t{Cite" LOCATION OF SITE:31511 C:DRk_ 4yboD TR.,7t RR€U1, NC 2848 2 PROPERTY RECORDED: WATER SUPPLY: U Private Public I7 Well LI Spring 0 Other EVALUATION METHOD: X Ayer Boring 0 Pit 0 Cut TYPE OF WASTEWATER:• ,�1 Sewage 0 Industrial Process 0 Mixed P R SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS 1 .1940 LANDSCAPE HORIZON POSITION/ DEPTH 1942 PROFILE X SLOPE% aN4 ,1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HOR1Z 0 -•T. G+R f st- Via J j 15/ 7 -36 sBV .1 fx 1 sE - >q,� 1 q 3o-yto- sgK/sct. Is 6 — J' Ly Li- 3 I sell / c RE /56 n 2 1 .31-y44 93k15C4, FR- / S qq 0, 3 0- fr GF./51- V /AJE tl- 'm sag le- FE /SG 3 � Flo-Yc� s6, 'I Sci. Fa j �- _ >q - D- 3 o -7 Gta./sc VF4/t J6 /..5/ 3-2,4, say / I ri /SE- 0 PC 4 26-4t1l- 561z f$CC FR / S - 4 0 , 3 DESCRIPTION LUTRAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.194g): ep ay. 5 Vs-T- sore Available Space(.1945) $ ;V.ww� EVALUATED BY: 0). ►V 00D :• ";; system Types) V-f t 5 PS V-Ff b P,; OTII ER(S)PRESENT :t 1 Site LTAR 6,30 0 �7. Q f� , Q4t>flltl- Updated February 2014 Three Oaks Engineering, Inc. 3954 Cedarwood Trail 324 Blackwell Street, Suite 1200 Durham,NC 27701 Recommended Pump Tank Design z 4 a ta a JE j V 5� ill ! SI !J'.1k . .* w µa , E . • as . . w . a S Ma , ... .1.-1 . it w pi _-. im3m11�- d , • a4x 'I�-- Y X ,. u x P. IC d 1x p '1. g u. c . ' y .a 0 O ' f R °i a o g 6 ,. 2 q F w >e a x x Ea,x h U U .11 Z . ti . . -- or 0 r E. V O 1 • H H PPBPS Design Worksheet Address: 3954 Cedarwood Tra System Requirements Design Flow 480 GPD Consultan Michael Wood,LSS LIAR 0.3 GPD/ftA2 'Design rate-Not Assigned Rate Phone: 919-417-8027 Linear Footage 533 ft.(conventional) Linear Footage 267 ft.(50%reduction) Initial Design Layout Laterals Length(ft) #Panels Gal/Llne Hole Size flow/tap Dose Time Line#1 67 15 55.7 112ln SCH 40 7.11 7.83 Line*2 67 15 55.7 lnln SCH 40 7.11 7.83 , Line#3 67 15 55.7 min SCH 40 7.11 7.83 Line#4 67 15 55.7 121n SCH 40 7.11 7.83 Totals 268 62 222.6 - 28.44 7.83 Time Used Repair Design Layout Laterals Length(ft) #Panels GalLine -Hole Size flow/tap Dose Time Line#5 67 15 55.7 tl2in SCH 40 7.11 7.83 Line#6 67 15 55.7 1r2in SCH 40 7.11 7.83 Line#7 67 15 55.7 inn scH 40 7.11 7.83 Line#8 67 15 55.7 1/2nSCH40 7.11 7.83 Totals 268 62 222.6 - 28.44 7.83 Time Used Absorption Area Length(ft) Width(ft) Area(flA2) 268 3 804 System Pressure Head 2 ft. value selected by system designed(must be between 2-5 ft.) Total System Flow Rate 28.44 GPM Total tap size GPM System Dose Volume 222.6462 gal. Total number of panels required multiplied by 3.6 gal./panel Pump Run Time 7.63 min. System dose volume dvidided by total system flow rate Pump Tank Drawdown 11.1 _ in. 11,000 gal.Infiltrator pump tank-volume is approximately 20 gallons per inch Comments 1.Install system using 3 ft.wide trenches 2. Instal drainlines on 9ft.Centers,level,and on contour. 3.System design requires effluent pump for distribution. Initial Supply Line length: 150 ft Diameter 2 in sch 40pvc Friction Loss+Fitting Loss: 4.16 ft(supply line length+70'for fittings in pump tank) Design Head: 2 ft Elevation Head: 16.20 ft Total Head: 22.36 ft Pump to Deliver: 28 44 galslmin at 22_36 ft head Bench Mark See Attached is=100.00 set at Pump Tank Pump tank elev. 100 00 Pump elev. 95 DO Manifold elev. 111 20 line Color rod read Elevation 1 Pink See Attached 106 50 Yellow See Attached 107.70 Blue See Attached 108 BO 4 Orange See Attached 11020 . . n GOULDS PUMPS Submersible Effluent Pump Jill, MODEL 3885 WE Series PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. APPLICATIONS ■Shaft:Corrosion-resistant, Single phase(60 Hz): can be operated continuously stainless steel.Threaded •Capacitor start motors for without damage when fully Specifically designed for the design.Locknut on all models maximum starting torque. submerged. following uses: to guard against component •Built-in overload with •Bearings:Upper and • mes damage on accidental reverse automatic reset. lower heavy duty ball bearing •Farms rotation. •SJTOW or STOW severe duty construction. •Trailer courts •Fasteners:300 series oil and water resistant power •Motels cords. ■Power Cable:Severe duty •Schools stainless steel. •, , rated,oil and water resistant. •Hospitals •Capable of running dry /3 and fz threeHP models have Epoxy seal on motor end •Indus without damage to grow prong provides secondary moisture �' grounding plugs, •Effluent systems components. •1/4 HP and larger units have barrier in case of outer jacket •Designed for continuous bare lead cord ends. damage and to prevent oil SPECIFICATIONS operation when fully wicking.Standard cord is 20'. Three phase(60 Hz): Optional lengths are available. submerged. •Class 10 overloadprotection Pump •0-ring:Assures positive •Solids handlingcapabilities: MOTORS must be provided in 3 • separately ordered starter sealing against contaminants /, maximum. y and oil leakage. •Discharge size:2'NPT. •Fully submerged in high- unit. g •Capacities:up to 140 GPM. grade turbine oil for lubrication •STOW power cords all have AGENCY LISTINGS •Total heads:upto128 and efficient heat transfer. bare lead cord ends. feet Tested to u 778 and TDH. ■Class B insulation on •Designed for Continuous can 22.2108Standards •Temperature: 73-11/2 HP models. Operation:Pump ratings are • By Canadian Standards 104_-F(40_C)continuous ■Class F insulation on 2 HP within the motor manufacturer's c US FF I.R3a6 ay 1401(60IC)intermittent. models. recommended working limits, Goulds Ptmps is ISO9001 Registered. •See order numbers on reverse side for specific HP, METERS FEET voltage,phase and RPM's 40- 130 . I - _ N E1•NN— 1 -T'SERIES:WE available. 120 Iwo SIZE:9.'SOLIDS - R0 PM:3500 35 _ _� 110 204 ice.FEATURES tooI— -.In . +' H . —� •Impeller:Cast iron,semi- 90 wHwr� open, non-clog with pump-out = 25- 80 , ����MN - _ . _ vanes for mechanical seal = protection.Balanced for is 20- 70 07 �� _ smooth operation.Silicon o 60` -� bronze impeller available as 15- 50 0e an option. rall%h6, - o 0.r1 1� ■Casing:Cast iron volute type ,0 30 -„ �� for maximum efficiency. !fib.►. 1111111... �_ 2'NPT discharge. s 200 - . . �,�+�� M . ___ ■Mechanical Seal:SILICON - j CARBIDE VS.SILICON o- o � �.�_ I ' � — - I---" 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM CARBIDE sealing faces. I I , t I , I I I I I , Stainless steel metal parts, 0 5 10 15 20 25 30 35 m3/hr BIJNA-N elastomers. CAPACITY Goulds Pumps 2003 Goulds Pumps E ITT Industries Effective July,2003 www.goulds.com B3885 , . m GOULDS PUMPS Submersible COMPONENTS / Effluent Pump Item No. Description - '4110 MODEL 3885 1 ' Impeller 'i 2 Casing 3 : Mechanical Seal 5 -6 WE Series 4 Motor Shaft 5 Motor ill Ball Bearings 8 1 3 7 Power Cable 1 J 8 - Casing 0-Ring 2 1rt 1 MODELS PERFORMANCE RATINGS(gallons per minute) Order No. HP Volts Phase Max Amp, RPM Soids Wt.(Ibs) Order WE03t WE09M WEOSH WE07H WE1OH WISH WEOSHH WE1SHH WEMH WE0311L 115 10.7 No. WE0318L 208 6.8 HP / 'h 'h 1/4 1 1'h 'h 1'h 2 WE0312L 230 4.9 rage 1750 1750 3500 3500 3500 3500 3500 3500 3500 WE0311M /' 115 10.7 1750 56 5 86 - - - - - - WE0318M 208 1 6.8 10 70 63 78 - - - 58 - - WE0312M 230 4.9 15 52 50 70 90 - - 53 - - WE0511H 115 14.5 20 27 35 60 83 98 123 49 90 136 WE051BH 208 8.1 25 - - 48 76 94 117 45 87 133 WE0512H 230 7.3 io 30 - - 35 67 88 110 40 83 130 WE053BH 200 4.9 35 - - 20 57 82 103 35 80 126 WE0532H 230 3.3 5 40 - - - 45 74 95 30 77 121 WE0534H 460 3 1.7 2J 45 - - - 35 64 86 25 74 116 WE0537H 575 1.4 50 - - - 25 53 77 - 70 110 WE0511HH /' 115 14.5 60 s 55 - - - - 40 67 - 66 103 WE0518HH 208 1 8.1 60 - - - - 30 56 - 63 96 WE0512HH 230 7.3 65 - - - - 20 45 - 58 89 WE053BHH 200 4.9 70 - - - - - 35 - 55 81 WE0532HH 230 3.6 75 - - - - - 25 - 51 74 WE0534HH 460 3 1.8 80 - - - - - - - 47 66 WE0537HH 575 1.5 90 - - - - - - - 37 49 WE071BH 208 11.0 100 - - - - - - - 28 30 WE0712H 230 1 10.0 WE073BH 200 6.2 WE0732H �4 230 3 5.4 DIMENSIONS WE0734H 460 2.7 3/: (All dimensions are in inches.Do not use for construction purposes.) WE0737H 575 2.2 70 WE1018H 208 14.0 WE1012H 230 1 12.5 3500 A WE1038H 1 200 8.1 <-11 Yi • WE1032H 230 7.0 WE1034H 460 3 3.5 RO AT ON 5'/4 WE1037H 575 2.8 WE151BH 208 17.5 � 16" WE1512H 230 1 15.7 \� tip 2'NPT WE1538H 200 10.6 8'h' �r \ t1`/ ==4 WE1532H 230 3 92 WE1534H 460 4.6 �r /i._ b WE1537H 575 3.7 80 KICK-BACK1 WE1518HH 208 1 17.5 WE1512HH 230 15.7 WE1538HH 200 10.6 WE1532HH 230 3 9.2 WE1534HH 460 4.6 WE1537HH 575 3.7 WE2012H 230 1 18.0 WE2038H 200 12.0 WE2032H 2 230 11.6 83 WE2034H - -110 3 5.8 WE2037H 575 4.7 _ Goulds Pumps and the ITT Engineered Blocks Symbol are G0Uld5 Pumps registered trademarks and tradenames of fTT Industries. PRINTED IN USA. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. ITT Industries Three Oaks Engineering, Inc. 3954 Cederwood Trail 324 Blackwell Street,Suite 1200 Durham, NC 27701 lid for manifold-concrete or steel I I ground surface required 1 ---- -------~ 4" inspection schi0 ports 1 3"sch40pvc concrete I taps &Pipe �1 P 4" manifold corrugated box (�._^/} i� , pIpe 1 ball valves _anchors solid WORM 3-.; . rx2' undisturbed t1 ailikd gravel Pit soil 1"sch40pvc drainpipe to pit ": ai toy, !':..Y?"0?:17:LI r„. ;;''k. The manifold may need 'x•. ' -t-' to be flipped to fit .•: -'. ,Rems`: different installations. cleanout concrete manifold box involve 2"gate valve I box involve box I4"sch8 I , manifold anchor * e — . i - 0 all 1 .. -6" - 6_ -6'= -6•- _6._ 12" I" I drain -�r"r• 1) true union ball valves sch 40pvc hole pipe for ,required inspection head Q_ _ porn pressure in valve box 3"sch40pvc pipe from_ The number of taps may very from manifold to lot to lot See design sheet for drainlines number of taps. cleanout bivalve gate valve box I in valve box taps&pipe 6"apart and level 1=41Ei 0-6.0_6"-40_6'-0_6...0 anchors 1"sch40pvc pipe to drain to pit