Loading...
HomeMy WebLinkAboutRBPR-05-2022-41156 $A �G THIS IS NOT A PERMIT Case# RBPR-05-2022-4 1 1 56 CArAWBA COUNTY HEALTH DEPARTMENT '''') 1(_,c PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES \842 su Residential BuildingPlan Review-BuildingNew NEW WELL - ICENSED SOIL SCIENTIS - ABANDONMENT G J, j keui.s4 Contractor *ELITE BUILDERS OF SURRY INC (KRISTEANA INMAN),PO BOX 1044,DOBSON NC 27017-1044 C:336-325-8760 DAVIDRDCONS'I'«St1RRY.NET Owner NEI)WILLIAMS,3954 CEDAR WOOD TR,TERRELL NC 28682 NEDSWILI,IAMS@GMAIL.COM NAME TO APPEAR ON PERMIT NED WILLIAMS SITE ADDRESS: 3954 CEDAR WOOD"l'R,TERRELL NC 28682 PIN # 461704733329 NAME of SUBDIVISION: Lott/ 1 Section/Block _ PROPERTY SIZE: Square Feet Acres 0.66 DIRECTIONS: head on 150,turn on Kiser Island Rd,Across from the light at Marshall Steam Station,3rd Left onto Cedar Wood Trail PRIMARY CONTACT: Owner SEWER TYPE: Septic Tank GALLONS PER DAY: 480 WATER SUPPLY: Private Well •' IBE WORK. 6/2/2022 COVID-19 SUBMITTAL RECEIVED. SINGLE FAMILY DWELLING 60'X50',4 BEDROOMS •• ATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is"YES",then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? No Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? No APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: Single Family Residence OTHER DESCRIPTION: DESCRIPTION OF vacant lot EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 3 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 60'x50' #OF NEW BEDROOMS:: 4 BASEMENT? Yes BASEMENT FIXTURES? Yes PLUMBING REQUIRED? Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: YES OTHER: INNOVATIVE: ANY: Other described: APPLICATION FOR WELL CONSTRUCTION PROPOSED WELL TYPE: Individual Well REPLACE WELL?: NO APPLICATION FOR WELL ABANDONMENT ABANDONMENT TYPE: chapplicai n 06/02/2022 10:39 Page 1 of 7 0 ~ CATAWBA COUNTY Case# RBPR-05-2022-4 1 1 56 ~ t \ Public Health Department � Subdivision Q `-4 Environmental Health Division P1N# 461704733329 PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 w NAME ON PERMIT: (NED WILLIAMS),3954 CEDAR WOOD TR,TERRELI,NC 28682 ( NED WILLIAMS) Site Address: 3954 CEDAR WOOD TR,TERRELI,NC 28682 Property Size: Square Feet Acres 0.66 Directions: head on 150,turn on Kiser Island Rd,Across from the light at Marshall Steam Station,3rd Left onto Cedar Wood Trail Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years);with complete plat =without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid.An Authorization to Construct issued for septic repair is valid for 60 months(5 years).Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes. Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the property or legal agent of the owner. Date: Signature of Applicant or Agent If you need further information or assistance please call 828-465-8270 AREA3 ****t******************************************************************************************************* SETBACKS: 30FT 760 CONTOUR FEENAME DATE FEE AMOUNT Authorization to Construct Fee(New/Expansion) 05/25/2022 $300.00 Fee Well Abandonment Fee 05/25/2022 $100.00 Well Permit&Inspection Fee 05/25/2022 $300.00 TOTAL FEES $700.00 FEES ARE NON-REFUNDABLE ONCE A SITE VISIT IS MADE OR WORK ON A PLAN REVIEW HAS COMMENCED SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) ehapplica tIon 06/02/2022 10:39 Page 2 of 7 Nov catawba county public health AUTHORIZATION OF REFUND Date: 6/7/22 Case#: RBPR-05-2022-41156 Applicant: Ned Williams Refund Amount: $165.00 Refund Reason: Refund difference between regular and COVID-19 submittal It/ Authorizing Signature: V (e„ / Received By Staff: Cti1JAk Date: in 7/ ) catawbacountync.gov Environmental Health Cctowbo County Government Center 25 Government Drive I PO Box 389 I Newton NC 28658 1828.465.8270 MAKING. LIVING. BETTER. Catawba County, North Carolina - Disbursement Voucher Vendor No. Date: 6/7/2022 Make Payment To: Aispoki(), Voucher No(s) Ned Williams 6134 Park Hill Road a1* y NC 28277 1Charlotte, �� �' 'L ATTACHMENT Prepared by: Julia English Description Amount Refund difference between regular and COVID-19 submittal $165.00 Sub-Total Food Tax Sales Tax Total $ 165.00 For Accounting Use Fund Cost Center Object Project Amount Only 110 580200 663000 Total The undersigned hereby certifies that the goods or services specified above have been received or performed. Payment has not been previously authorized and this expenditure is a proper charge to the appropriation indicated. The above charge is certified to you for payment. (SIGNATURE-APPROPRIATE OFFICIAL) �A CATAWBA 0 A WBA COUNTYEST R NEWTON,NORTH CAROLINA 28658 RECEIPT PHONE:828.465.8399 v Tuesday,June 7,2022 1$4 2 sM www.catawbacountync.gov PAYOR: WILLIAMS,NED PAYMENTS TRANSACTION NUMBER: TRC-41238527-07-06-2022 PAYMENT DATE: 06/07/2022 PAYMENT TYPE: DV INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT 05-22-406973 110-580200-663000 Authorization to Construct Fee(N ($165.00) ew/Expansion)Fee TOTAL PAYMENTS: ($165.00) RBPR-05-2022-4 1 1 56 CASE TYPE: Residential Building Plan Review WORK CLASS: Building New SITE ADDRESS: 3954 CEDAR WOOD TR,TERRELL NC 28682 Owner NED WILLIAMS,3954 CEDAR WOOD TR,TERRELL NC 28682 NEDS W I LLIAMS@GMAT L.COM **NO PEOPLESOFT ACCOUNT ASSIGNED** Contractor *ELITE BUILDERS OF SURRY INC,PO BOX 1044,DOBSON NC 27017-1044 C:336-325-8760 DAVIDRDCONST@SURRY.NET receipt 06/07/2022 12:34 Page 1 of 1 OAi(v 4. tia H ROY COOPER • Governor xF r �! 4y NC DEPARTMENT OF KODY H.KINSLEY • Secretary it*�'i HEALTH AND .i4' �,; HUMAN SERVICES HELEN WOLSTENHOLME• Interim Deputy Secretary for Health '1� 1111 MARK T,BENTON•Assistant Secretary for Public Health Division of Public Health COMMON FORM FOR LICENSED SOIL SCIENTIST COVID-19 PERMIT OPTION FOR NON-ENGINEERED SYSTEMS See Instructions for Use in Appendix A Except for"Date received",this Section to be completed by the LSS in accordance with S.L.2020-97,Section 3.19 and G.S. 130A-336.2 LHD USE-ONLY: Initial submittal of this NOI received: by Doer i&tiah PART 1:Notice of Intent to Construct(N01)-Please check all that apply RECEIVED rg Single System or ❑ Multiple Systems AND J liN ._ 2 2022 E New ❑Expansion El Relocation of all or part of the Existing System ❑ Relocation of Repair Area ❑ Repair—LHD Permit Number ❑Repair—EOP/LSS COVID 19/AOWE Permit Number 1. Facility Owner's name:(Owner,Company Name,Utility,Partnership,Individual,etc.): Environmental Health tuiCt.5 ►n 1 I t ( A Al 5 Mailing address: b1,3 `'4(214 h I Cl 1.44.r,D Cky: 1.0 r 7% State: N.i C Zip:2B7 7 Telephone number: tvl`Z'I I —1 ZOt E-mail Address: /V/JED51n11(,l.l4-l/t 6iNI/1 il_.rLoM '/� 2. Licensed Soil Scientist(LSS) name: r MICE{/i$t_ ` U U P) LSS License number: 1Z 1 Mailing address:0Z4 i3LACxli.)R(. ST' J/ S I tt t ZOO City: PJ>2 State: N C Zip: 2' -o 1 Telephone number: g,IR 732- 13ao E-mail Address: fVt tte,WrIO 1-((2.iv OAk5CM1GWla-F NM 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: LSS ❑ LG 5. Property location (physical address,taxx parcel identification number or subdivision lot, block number of the property to be permitted): 315..f ( VvJO pb (Pl l L or �i l t, 12Etl_ yN3 C County Name: CA-TAW ii9A 6. Type of facility: ® Place of residence No.Bedrooms: `4- No.Occupants: g El Place of business Basis for flow calculation: ❑Place of public assembly Basis for flow calculation: NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LOCATION:5805 Six Forks Road, Raleigh,NC 27609 MAJLING ADDRESS.1642 Mail Service Center,Raleigh,NC 27699-1642 www.ncdhhs.gov • TEL:919-707-5874 • FAX:919-8453972 AN EOUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPI OYER COVID-19 Permit Option Common Form LHD Reference: 7. Factors that would affect the wastewater load: Fa_ 1>3el4 :S71C LJ1i5p u1 $t'R.wcn( icy 8. Type and located of proposed wastewater system: FW' -r0 tteMCAL PrehlepLo TFt P� , , • .,pk-F BLocv. P A,Jet :',Y5VNA 9. Design wastewater flow: Aj0 gpd Design wastewater strength: ,�domestic ❑high strength ❑ industrial process(For industrial process wastewater,o Professional Engineer licensed in accordance with G.S.89C shall design the on-site wastewater system.) 10. A plat as defined in G.S. 130A-334(7a)is attached: ❑Yes IE.No A site plan as defined in G.S. 130A-334(13a)is attached: .[KI 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 0 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 Q NA Attestation by LSS pursuant to S.L.2020-97,Section 3.19 and G.S.130A-336.2 I, 61,1 e.. CT, UV 00 p hereby attest that the information required to be included with Licensed Soil Scientist(Print Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State,and local laws,regulations,rules and ordinances,and that the proposed system does not require a Professional Engineer,licensed in accordance with G.S.89C,and in accordance with 15A NCAC 18A.1938 and activities determined to be engineering as determined by the North Carolina Board of Examiners for Engineers and Surveyors. .11(12 // 12 2_ Signature of Licensed Soil Scientist Date Owner self-submittal of Nil: I, hereby submit this NOI prepared by Print Nome of Owner Print Nome of Licensed PE pursuant to G.5. 130A-336.1. Signature of Owner Date DHHS/EHS/OSWP—LSS C-19 COMMON FORM Updated April 2022 Page 2 of 6 COVID-19 Permit Option Common Form LHD Reference: NOTES: LIABILITY: The Department, the Department's authorized agents, or local health departments shall hove no liability for wastewater systems designed, constructed, and installed pursuant to an LSS COVID-19 Permit Option[S.L. 2020- 97,Section 3.19(d)and G.S. 130A-336.2(f)] RIGHT OF ENTRY: The submittal of this Notice of Intent to Construct grants right of entry to the Local Health Department and the State to the referenced property. ISSUANCE OF BUILDING PERMIT: Once the LHD deems that the Notice of Intent to Construct is complete via signature in the section below, the owner may apply to the local permitting agency for a permit for electrical, plumbing, heating, air conditioning or other construction, location, or relocation activity under any provision of general or special law pursuant to G.S. 130A-338. DHHS/EHS/OSWP-LSS C•I9 COMMON FORM Updated April2022 Page 3 of 6 COVID-19 Permit Option Common Form LHD Reference: 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 list the information needed to complete the notice. The owner may then submit additional information to the local health deportment to cure the deficiencies in the initial notice. The local health department shall make a final determination as to whether the notice of intent to construct is complete within five business days after the department receives the additional information.If the local health department fails to act within any time period set out in this subsection, the owner may treat the failure to act as a determination of completeness. The owner shall be able to apply for the building permit for the project upon the decision of completeness of the notice of intent by the local health department or if the local health department foils 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 Nome of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Date ❑ COMPLETE(If box is checked, information in this section is required.) Based upon review of information submitted in Part 1 of this form,this NOI is deemed COMPLETE. Copies of this signed form were sent to the LSS and the Owner on via 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 Agent of the LHD Signature of Authorized Agent of the LHD Date OHHS/EHS/OSWP—LSS C-19 COMMON FORM Updated April2022 Page 4 of 6 COVID-19 Permit Option Common Form LHD Reference: 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. Resubmittals must be accompanied by a cover letter from the LSS. LHD USE ONLY: This NOI resubmittal received: by Dote Initials Item it from initial NOI Resubmittal 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 Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State,and local laws, regulations,rules,and ordinances. Signature of licensed Soil Scientist Date The section below is for Local Health Department use after submittal of Items noted as missing above. LHD Follow-up Completeness Review of Notice of Intent to Construct This follow-up review for completeness of this Notice and Intent was conducted in accordance with G.S. 130A- 336.2(c). This NOI is determined to be: ❑ INCOMPLETE Based upon review of information submitted in the RESUBMITTAL above,this Notice of Intent remains INCOMPETE because the following items from Part 1 of this form remain missing: Copies of this signed form were sent to the LSS and the Owner on via Dote Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Dote ❑ COMPLETE Based upon review of information submitted in the RESUBMITTAL above in addition to information provided in Part 1 of this form,this NOI is deemed complete. Copies of this signed form were sent to the LSS and the Owner on via Date Email,FAX,LISPS,Hand-delivered A complete copy of this form with tracking information was sent to the State: via Date Email,FAX,LISPS,hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Dote DHHS/EHS/OSWP-1S5 C-19 COMMON FORM Updated Apr112022 Page 5 of 6 COVID-19 Permit Option Common Form LHD Reference: PART 3: Authorization to Operate(ATO) Except for date received,the Section below is to be completed by the Owner. LHD USE ONLY: Initial submittal of request for ATO received: by Date Initials Date of Post-construction Conference: The following items are included in this submittal for an Authorization to Operate under an LSS COVID-19 permit: 1. Signed and sealed copy of the LSS's report that includes the information in G.S. 130A-336.2(k) ❑Yes ❑ No 2. Operation and management program ❑Yes ❑ 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 LHD Use Only. LHD Review of required information for the ATO ❑ INCOMPLETE Based upon review of information submitted in the Section above,the following items are missing from the information required for an Authorization to Operate for an LSS COVID-19 permit: Copies of this signed form were sent to the LSS and the Owner on via Date Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ❑ COMPLETE Based upon review of information submitted in the Section above,this Authorization to Operate is hereby issued in accordance with G.S. 130A-336.2(m). A copy of this complete NOI/ATO with tracking information was sent to the State on via Date Email,FAX,USPS,Hond-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 °SOU.sco l. Three Oaks Engineering, Inc. 45. G. ?.% 324 Blackwell Street, Suite 120 )14449 1 ` Durham, NC 27701 r'�: J Phone: 919-732-1300 %. 1219 06, Michael.wood@threeoaksengineering.com '" 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, 15A 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 J Panel Wastewater Treatment System; 2021,published by T cue 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 I/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 I 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 1 x 4-or 6-inch boards on top of the sand the entire length of each trench. Once the grade boards have been set, the panels may be set into the trench. The panels should be placed 6-inches apart 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 l 0— 12 pounds of clean particle sand (medium sand blasting sand). Coverage depth should be approximately 1 inch thick. Please note that this sand is not the same material specified for backfill. 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 I in item 6 above. Initial&Repair System-3954 Cedarwood Trail Field Line it 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 5 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 WEO5H 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. R. 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 I 1 I I ... 1 O cv lllllllllll 11111111111 3 11111 vlll 11111g 111 / z 1 1 1 > €.z 1,l \_\ / 2 m O 1 30£�,°'v / i ao l O 1 st,� / Ta t 1LLZ 1 £row. / Q o ib i lltll ll r / Z ?g 51 i g lllllllllll $ t'A 1.:1 - o lllllllllll o 14 H /8 / I0 ° w i p .4 CT. N. t i' i .4.* M:N- mg °a. v /./ , V] / / A/ � / / .4). tA N '-I �/ s/ / 30•� 4. 'Cr L / W \ 05 o M a DO O. "' NA1�* a sr � . / �.s2 O) N / 8 4 1p ,..is 0 L DI a DI 14 •.I %OA% -a . K= 1%4 ,. i...:,):,,..‘ • DC CD 0 .1--( / cr.] LT.3 ct / 4---- / e o .-.] = r ; C4 � : 11 Sp �� / / a) 1 i / 7 {.� O G ..--' / t6 4 la gi gs rri i e 166113 .---. ' gwrillgigi- ! , ._- --- . --- ( F14411 )-----ww— k RR pt 81 ; r ' J J riz-1£ ed "f N. / • 7 .to eN\ /116 e 'otj 0CD D, O W g v / WI 1 I I' i h 1ni / 4+ �'" Proposed Well /• y,,. - & 50' Buffer / f t, .lelf �` N t�-1 / r� 9� * N3A.7 �, .�Pump Tank % - " oau ` M °R:� ri d 1: ,/ is -i .. \ , l',-. sP.f. '"-. 10 4111§0::::? . $ii Vil Wit' +;7,17ti,*� �:�"� `+, • • • B3 ':.L • •`,'_,.� Existing Well o ` o1��. ^ YN 'to be abandoned Er2 E-. CiN ‘ ,-;;;NIN Jr ,' •��`,• .,; 02 III, GN Initial Drainlines Repair Drainlines --- -150' Supply Line J • Soil Boring o Pressure Manifold < Z ..... 1"=40' • Three Oaks Engineering Street I of 324 Blackwell Street,Suite 1200 PROPERTY ID#:%I Q-04 312-2T Durham,NC 27701 COUNTY: CATA WBA SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM ` (Complete ell fields in full) N OWNER: CD 'I i t( ,1 Attie, _ APPLICATION DATE ADDRESS: 6l3 Li f t4 P,K (4 I.t_ P 0 A b 4 eM Rt.o Trt;', Li C 16 211 DATE EVALUATED: S-II_-22 PROPOSED FACILITY: lZ _S S. PROPOSED DESIGN FLOW(.1949): 49 O PROPERTY SIZE: 0.W A NL& LOCATION OF SITE:3°l54 C&PAR y,boD TR.,TE RRELL/ NC 26 601 PROPERTY RECORDED: WATER SUPPLY: U Private Public 0 Well U Spring D Other EVALUATION METHOD: Xi Auer Boring 0 Pit 0 Cut TYPE OF WASTEWATER: )4 Sewage 0 Industrial Process 0 Mixed • • • r A SOIL MORPHOLOGY OTHER 0 F (.1941) PROFILE FACTORS 1 .1940 E LANDSCAPE HORIZON POSITION/ DEPTH T.1942 PROFILE F SLOPE% (1N-) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE! WETNESS/ SOIL SAPRO RESTR do LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ 6 ---. C /5+- Via 1, i �,5/ * -36 s8v I . f$ 1 SE' >q`� _ Pic 1 9 3a yq{ - sgk jscc. j 5 6 --- 3 PS LS d -4 £R/ L. vi /MS 2 1 3(-yya 16v1sci- P- / se 0, 3 0- 11 GA../5 L vim/ !E ii- (in 54K 1 c FE. /SG ,,t -� � >Ll 3 do-kiD- , s4:KtSCL 1�c - _ 0. 3 o -7 15c. Vfe/n1E LSI 3.-zb 5611 1 t ri I s~ .>q - PS 1 26--OF S IceL FR I S -- y 3 DESCRIPTION LVITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): Shc1� �� SITE CLASSIFICATION(.1948): F(!t)t/, 5 Vt T o Available Space(.1945) �$ m/ .:_0.13 r EVALUATED BY: 1 r/. A)00.1) #C:�<? ►j y s TYPO) V-0,a PS v-Pub P,., OTHER(S)PRESENT: �S',� - %':' Site LTAR b.3 d O r.3 D „„ '�� - ¢ty�1de / Updated February 2014 Three Oaks Engineering, Inc. 3954 Cedarwood Trail 324 Blackwell Street,Suite 1200 Durham, NC 27701 Recommended Pump Tank Design m pi „.. !)-:. . g j+E if _s x c 4 . li. - .- .- - .• • u - V Ns.. ..:0 • • lira. % 416. 1 e M G4 4 4' ' ci .., - WIN=111111•11M • v A .. • 10 _.. �` i 1 � , ,1r'--r ' x .. V • Y • • 4- . -, a. o A I ' in6 o • p- a " ▪ a R a s i / .4 • •:' 2 / . o <. e F. a ,' b H " T g F. A H 4 PPBPS Design Worksheet Address: 3954 Cedarwood Tra System Requirements Design Flow 480 GPD Consultan Michael Wood,LSS LTAR 0.3 GPO/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/Line Hole Size flow/tap Dose Time Line#1 67 15 55.7 1r2tn SCH 40 7.11 7.83 Line#2 67 15 55.7 thin SCH 40 7.11 7.83 Line#3 67 15 55.7 112In SCH 40 7.11 7.83 Line#4 67 15 55.7 1/2m SCH 40 7.11 7 83 Totals 268 62 222.6 - 28.44 7.83 Time Used Repair Design Layout Laterals Length(ft) #Panels Gal/Line Hole Size flow/tap Dose Time Line#5 67 15 55.7 1/2in SCH 40_ 7.11• 7.83 Line#6 67 15 55.7 tnm SCH40 7.11 7,83 Line#7 67 15 55.7 1nm SCH 40 7.11 7.83 Line#8 67 15 55.7 1nm SCH40 7.11 7.83 Totals 268 62 222.6 - 28.44 7.83 .Time Used Absorption Area Length(ft) Width(ft) Area(ft^2) 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 7.83 min. System dose volume dvldided by total system flow rate Pump Tank Drawdown 11.1 in. 1,000 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 gals/min at 22_36 ft head Bench Mark See Attached a=100.00 set at Pump Tank Pump tank elev. 100 00 Pump elev. 95 00 Manifold elev. 111.20 line color rod read Elevation Pink See Attached 106.50 2 Yellow See Attadled 107.70 3 Blue See Attached 108.80 4 Orange See Attached 110.20 M GOULDS PUMPS Submersible Effluent Pump MODEL 3885 „4„.......,_ WE S eri. 111 es 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 •Homes 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 •Power Cable:Severe duty stainless steel. cords. •Schools •'/3 and 'b HP models have rated,oil and water resistant. •Hospitals •Capable of running dry Epoxy seal on motor end •Industrywithout damage to NEMA threegpronggs. provides secondary moisture grounding plugs. •Effluent systems components. •3h 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', ed. Three phase(60 Hz): Optional lengths are available. submerged. •Class 10 overload protection Pump •0-ring:Assures positive •Solids handling capabilities: MOTORS must be provided in P sealing against contaminants 3/4"maximum. separately ordered starter •Fully submerged in high- unit. and oil leakage. •Discharge size:2"NPT. grade turbine oil for lubrication •STOWpower cords all have •Capacities:up to 140 GPM. and efficient heat transfer. lead AGENCY LISTINGS •Total heads: up to 128 feet bare cord ends. Tested to ug 778 and TDH. •Class B insulation on •Designed for Continuous 0csA 22.2108 Standarrts •Temperature: 1/1-11/HP models. Operation:Pump ratings are M �� standards 104 F (40 C)continuous ■Class F insulation on 2 HP within the motor manufacturer's c US Asscia LO" models. File#LR3854s 140 F(60 C) intermittent. recommended working limits, Goulds Pumps n ISO 9001 Registered. •See order numbers on reverse side for specific HP, METERS FEET voltage,phase and RPM's 40- 130 gilt - MINN SERIES:WE available. 120 Et9M i RPM-3500 g,05 35 �' 75Q 110 •2 R1 y S GPhA FEATURES 30_ 100 " like:_ , ' IIII •Impeller:Cast iron,semi- 90 met- SFr open. non-clog with pump-out EM a 25- �ri��tiraritafari �NM vanes for mechanical seal v 80' ' �r.�r�IZIMMo protection. Balanced for 20_ 70 0 Ili tai...il■t■ro '- smooth operation.Silicon o 60thiL — bronze impeller available as 15- so �111glii an option. o ao Mi� ��Ili a. ■Casing:Cast iron volute type 10- 30 , ,� �► . NM for maximum efficiency. �� -mi 2"NPT discharge. s- 10° �'— . --� � 0k — — �. •Mechanical Seal:SILICON t■• l { CARBIDE VS.SILICON o- eo 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM CARBIDE sealing faces. t t t L t t t r t 1 r , t t 1 Stainless steel metal parts, 0 5 10 15 20 25 30 35 m3/hr BUNA-N elastomers. cAPACIW Goulds[� Pumps Effective 2003ediv July.s Pumps /may Effective July,2003 www.goulds.com it? ITT Industries B3885 MGOULDS PUMPS Submersible COMPONENTS / 0 Effluent Pump 7 Item No. Description MODEL 3885 1 Impeller 2 CasiMotor - WE Series 3 Mechanical Seal 5 6 4 Motor Shaft 5 Motor 4 6 Ball Bearings a ` 3 7 Power Cable , A 1 8 Casing 0-Ring t Z----A ' 1 MODELS PERFORMANCE RATINGS (gallons per minute) Order No. HP Volts Phase Max.Amp. RPM Soids WL(lbs.1 Order WON. *103M WE115H WEu7H WELCH WE15H WEOSHH trrcl5HH WE2OH WE03111. 115 10.7 No. WE0318L 208 6.8 HP 'h 'h 'h '14 1 1'h 'h 1'h 2 WE0312L 230 4.9 Il% 1750 1750 3500 3500 3500 3500 3500 3500 3500 WE0311M /i 1750 56 115 10.7 - WE0318M 208 1 6.8 10 70 63 78 - n - - 58 - - WE0312M 230 4.9 15 52 50 70 90 - - 53 n - - WE051111 115 14.5 20 27 35 60 83 98 123 49 90 136 WE0518H 208 8.1 25 - - 48 76 94 117 45 87 133 WE0512H 230 7.3 t 30 - - 35 67 1,1 110 40 83 130 WE0538H 200 4.9 3 35 - - 20 57 82 103 35 80 126 WE0532H 230 3.3 15 40 - - - 45 74 95 30 77 121 WE0534H 460 3 1.7 d 45 - - - 35 64 86 25 74 116 WE0537H 575 1.4 50 - - - 25 53 77 - 70 110 WE0511HH /2 115 14.5 60 = 55 - - - - 40 67 - 66 103 WE0518HH 208 1 8.1 5 60 - - - - 30 56 - 63 96 WE0512HH 230 7.3 4 65 - , - - - 20 45 , - 58 89 WE0538HH 200 4.9 70 - - - - - 35 - 55 81 WE0532HH 230 3 3.6 75 - - - - - n 25 - 51 74 WE0534HH 460 1.8 80 - - - - - - - 47 66 WE0537HH 575 1.5 90 - - - - - - - 37 49 WE0718H 208 11.0 100 - - - - - - - 28 30 WE0712H 230 1 10.0 WE0738H 200 6.2 WE0732H �' 230 5.4 DIMENSIONS WE0734H 460 3 2.7 'le (All dimensions are in inches.Do not use for construction purposes.) WE0737H 575 22 70 WE1018H 208 1 14.0 +� ` WE1012H 230 12.5 3500 I WE1038H 1 200 8.1 I< 11'/i I WE1032H 230 7.0 WE1034H 460 3.5 RO ATION WE1037H 575 2.8 WE151BH 208 17.51 ` 162'NPT WE1512H 230 15.7 rw \, 0 i- WE1538H 200 10.6 8/7 w+ \ tk_J WE1532H 230 3 9.2 WE1534H 460 4.6 ► r�r+-- -1I 3'!� WE1537H , 575 3.7 KICK-BACK �, -� WE1518HH 1 h 208 1 17.5 BO /e" WE1512HH 230 15.7 WE1538HH 200 10.6 WE1532HH 230 9.2 WE1534HH 460 3 4.6 WE1537FIi 575 3.7 WE2012H 230 1 18.0 WE2038H 200 12.0 WE2032H 2 230 3 11.6 83 WE2034H 460 5.8 WE2037H 575 4.7 Goulds Pumps and the ITT Engineered Blocks Symbol are Goulds Pumps registered trademarks and tradenames of ITT Industries. PRINTED IN U.S.A. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. ITT Industries 1 Three Oaks Engineering, Inc. 3954 Cedarwood Trail 324 Blackwell Street,Suite 1200 Durham, NC 27701 lid for manifold-concrete or steel • I I ground surface required 1 - �-- 4" inspection 'chill) ports 3"sch40pvc concrete Pvc laps &Pipe �1 PiPe 4" fa / corrugated boxy ' pipe ball valves _anchors solid �' ' ' s • 2 ' undisturbed gravel pit soil 6: • - - 1"sch48pvc drainpipe to pit : - ..4 ,�c -7, , The maniibld may need Y 'ti,F to be flipped to fit different installations. cleanout concrete ianifoldbox involve 2"gate valve I box in valve box 4"sch80pvc manifold anchor * ex 1.ft-Wril— L., 0 ram./ - 12" -6'-- - 6'= -6'- -6'= -6 -- — 12" 1.. I drain - • III IP true union ball valves sch48pvc hole — pipe far r--, - requited inspection head s ®'0 ~ports pressure in valve box 3"sch48pvc pipe from The nuiberoftaps may very from manifold to ( lot to lot See design sheet for drafnlines number of taps. cleanout involve gate valve box I involve box -_- - taps&pipe 6"apart and level 11 i_,.../y. f 0-6.. 0_6._O_6. 0_6. 0 /anchors 1"sch411pvc pipe to drain to pit