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HomeMy WebLinkAboutAUTH-05-2023-195415.tif 4377 Kiser Island Rd County: O�Qt^00`` CONSTRUCTION AUTHORIZATION FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier: y,p,100 a o. 5.O Issued To: `f, C Y ‘-1cyc LLC Property Location:cc ie C\ -4,>l-NQ . Lc- Q 1 C(.e\\ 1AL a a, AOWE/PE Plans/Evaluations Provided: Yes` '`N,o❑ If yes,name and license number of AOWE/PE. {lnwe `py� yt�l (r 4l00 16 Facility Type:SsC' \ 'ttMYl4`y C�\�X,f1� ''New ❑Expansion ❑Repair System Relocation 0 Basement? 0 Yes '®No Basement Fixtures? ❑Yes ��1t ❑No c�(C Type of Wastewater System** Cj� L (Initial) ' l,e- + \ (Repair) Design Daily Flow: L4%() GPD Wastewater Strength:-domestic ❑high strength 0 industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? ❑Yes ;ONo Installation Requirements/Conditions Septic Tank Size: , nOOv gallons Total Trench/Bed Length: 40 Q feet Trench/Bed Spacing: "1 feet on center Drainfield square footage: 12-0 Co Trench/Bed Width:' (o inches LTAR: 01-•3 gpd/ftz ' Soil Cover: 13. inchesa Slope Adjusted Maximum Trench/Bed Depth: J�" inches�(11.1,=sIr�Q Aggregate Depth: inches above pipe inches below pipe inches total Pump Tank Size(if applicable): . gallons Requires more than 1 pump? ❑Yes ®No Pump Requirements: ft.TDH vs. _-GPM Grease Trap Size(if applicable): gallons Distribution Metho3.g Serial 0 D-Box or Parallel ❑Pressure Manifold(s'r t TI'P. 0 Other: Artificial Drainage Required: Yes 0 No IN If yes,please specify details: Legal Agreements Of the answer is"Yes"to ony type of legal agreements,please attach a copy of the agreement.) Multi-party Agreement Required(.1937(h)): Yes 0 No Is Easement,Right-of-Way,or Encroachment Agreement Required(.1938(j)): ❑Yes V.3 No Declaration of Restrictive Covenants: 0 Yes ii4 No **If applicable: I understand the system type specified is different from the type specified on the application. I accept the specifications of this permit. Owner/Legal Representative Print Name: Owner/Legal Representative Signature: Date: Pre-Construction Conference Required: Yes❑ No❑ Conditions:see r The construction and installation requirements of Rules.1950,.1952,.1954,.1955,.1956,.1957,.1958,and.1959 are incorporated by reference into this permit and shall be met. Systems shall be installed in ordance with the attached system layout. AOWE/PE Print Name: /yf�2 �6 ac rtf AOWE/PE Signature: �i• t/� Date: 00/..?y This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(a2)and(a5). *See attached site sketch* ilop, Suit & FORESTRY SERVICES MP -rtic_ CAROL.INAs=;, PA www.soilandforestryservices.corn Attached is a proposed design for an Accepted Septic System with gravity distribution for a 4 bedroom single family residence at Kiser Island Road, Proposed Lot#2A, (PID#461602593350),Terrell NC,28682. Contents: Page Information for the Installer 1 Design Information Design Specifications Layout Specifications 2-3 4 Site Plan/System Plan 5 Calculations 6 Profile Descriptions 7 Application client provide Improvements Permit Form 4"t""'' c "'gip 8 Construction Authorization Form =� Y _--' 9 Minor Subdivision Survey '� I - y C �, / 31 \- /OR.r; ,` ..�;, April 3,2023 - Project#:23-0030 Design By: Soil& Forestry Services of the Carolinas,PA • 1 INFORMATION FOR THE INSTALLER: The permit should be read very carefully prior to bidding. The following are details that must be considered along with all other considerations. - Tanks shall be approved by NC DHHS,and certification supplied by the manufacturer. - Tanks shall be water tested prior to installation. - The installer shall be responsible to the owner for placement of the tanks and to insure that final grades are returned to the original natural grade,with exception of added structural features. - The supply trench shall be compacted to eliminate cavities left during initial fill placement. - Installation of the system shall be during dry conditions in order to protect the soil structure. - All fittings shall be pressure rated fittings. - All joints shall be cleaned with PVC pipe cleaner and a heavy bodied glue applied to weld all joints. - Where required by the county health department,post installation inspections by the designer must be scheduled 5 week days in advance. - Trenches shall be carefully excavated so the bottom is within 2"from the highest to . the lowest points of elevation within the trench. If the bottom elevation needs adjusting after it has been trenched, it will be done by removing high points rather than filling low points. It is extremely important to insure that trenches are not over excavated during initial trenching. All fine grading within the trench will be hand done with a shovel. No loose material will be left in the trench - All pipe openings in the tanks shall be properly grouted. This also applies to the joints around the riser. - All tanks shall be properly back filled and compacted to prevent slump at a later date. - Earth dams,constructed of relatively impervious material, shall be installed at the beginning and end of each lateral. - No heavy equipment shall be used on the field during or after installation. The use of a small loader(i.e. Bobcat)or a trencher(i.e. Ditch Witch 2300/2310) may be used for installation. - Elevations at pinflag locations should be checked by the installer prior to beginning trenches. - Septic tank riser shall be a minimum of 6"above finished grade. - System is specified as a gravity 25%reduction (Accepted) installation. - Repair is specified as a gravity 25%reduction(Accepted) installation. 2 GRAVITY ACCEPTED SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: vltai Balm u Address: 198 Montivello Drive Mooresville.NC 28117 Phone: 6(12.332.8728 County: Catawba Location: Kiser Island Rd-I.ni 2A Terrell.NC 28682 Source of Wastewater Flow: 4 Bedroom Single Family Residence Estimated Gallons Per Day Flow: 480 System Flow: N/A Design Specifications Drainfield Size: 402 Loading Rate (gpd/ft.2); 0.3 Depth of Gravel in Trench: N/A Gravel Size: N/A Max.Trench Depth (LOW SIDE): 30 in. Repair Trench Bottom 30 in. Trench Width: 36 in. Septic Tank Size: 1000 Estimated Supply Line Length: 23 Supply Line Diameter: 4 in. SCH 40 PVC Supply Line Volume: 15.02 Dosing Volume: N/A Supply Manifold: N/A Supply Manifold Length: N/A Supply Manifold Volume: N/A Recommended Float Controls: N/A Recommended Control Panel: N/A Pressure Head: N/A Friction Head: N/A Elevation Head: N/A Total Dynamic Head: N/A Threaded Union: N/A Gate Valves: N/A Check Valves: N/A Anti-Siphon Hole: N/A Additional Comments: Soil suitability was performed by Soil & Forestry Services of the Carolinas. PA 3 Kiser Island Rd- Lot 2A ACCEPTED SYSTEM DESIGN FLOW(gpd): 480 SOIL APPLICATION RATE (gpd/ft.2): 0.3 TOTAL AREA TRENCH BOTTOM: 1206 TOTAL LATERAL LENGTH: 402 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 400 SUPPLY LINE LENGTH: 23 TOTAL DYNAMIC HEAD: N/A MANIFOLD SIZE: N/A DOSING VOLUME: N/A PUMP TANK DRAW DOWN': N/A SEPTIC TANK SIZE: 1000 4 Layout Specifications -Kiser Island Rd -Lot 2A Project u: 23-0030 LAYOUT FOR 4 BEDROOM HOME April 3,2023 FLAG FLAGGED DESIGN LINE#, COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM INSTR. I 1 RED 50 50 2 ORANGE 68 70 3 YELLOW 82 82 4 BLUE 98 98 5 PINK 108 102 6 RED 124 124 7 ORANGE 126 126 8 YELLOW 120 120 9 UNFLAGGED 120 120 Total 1t96 892 SOIL LOW SIDE LINE I.I AR SYSTEM LIAR TRENCH TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *Spstenz 402 0.300 ACCEPT. 0.300 25%RED GRA I'TY 30" Repair 490 0.300 ACCEPT. 0.300 25%Red GRAVITY 30" Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines were located by GPS and tape measure. **Property corners&lines located by survey(Jordan Grant& Associates) • CALCULATIONS Location Kiser Island Road. -Lot 2A Terrell, NC 28682 Project Number 23-0030 Lot No: 2A No. of Bedrooms 4 Design Flow 480 asm/day LIAR 0.300 l% day PPBPS?(YES OR NO) NO Supply Line Length 23 ft. Supply Line Volume 15.019 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 400 ft. 2"SCH 40 PVC Amount of Line from Layout 402 ft. GPM f 20 0.84 Gallons per Minute N/A gal/min -0.88 Required Septic Tank Capacity 1000 gal. 25 1.27 Septic Tank Size 1000 gal. -1.28 30 1,78 Panel Volume N/A -1.76 gal. 35 2.37 #of Panels N/A 2 25 Dosing Volume N/A gal. 40 3.03 43.07 3.48 45 3.77 48.14 4.28 50 4.58 57.11 5.89 Tank Draw Down N/A 60 6.42 Pump Run Time Elevation Head N/A ft. Pressure Head N/A ft. Friction Factor N/A ft./100 ft. (From the interpolator.) Friction Head N/A ft. Total Dynamic Head (+15%) N/A ft. 4377 Kiser Island Rd County: Catawba This Section for Local Health Department Use Only Initial submittal received:4/1 8/23 by RP Date Initials Permit Number: Auth-05-2023-195415 G.S. 130A-335(a6)states the following: 'If a local health department fails to act on an application for a construction authorization submitted pursuant to subsection(a5)of the section within 10 business days of receipt of a complete application, the local health department shall issue the construction authorization.' In accordance with G.S. 130A-335(a5)the construction authorization application is: ❑ Incomplete(If box is checked, information in this section is required.) The following items are missing: Copies of this were sent to the AOWE/PE and the Owner on Date State Authorized Agent: Date: ❑ Denied(See attached report.) Copies of this were sent to the AOWE/PE and the Owner on Dote State Authorized Agent: Date: © Complete State Authorized Agent: 'z�"'" L Date of Issuance: 5)10)28 This Construction Authorization is issued pursuant to G.S.130A-335(a2),(a5),and (a6)using the signed and sealed plans or evaluations attached here.This Construction Authorization is subject to revocation if the site plan,plat,or the intended use changes,or if information submitted in the application was falsified,inaccurate or misleading. The Construction Authorization shall not be affected by a change in ownership of the site. This Construction Authorization is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the responsibility of the owner. Final landscaping shall be constructed to divert water and establish vegetative cover. The Department,the Department's authorized agents,and the local health departments shall be discharged and released from any liabilities,duties,and responsibilities imposed by statute or in common law from any claim arising out of or attributed to plans,evaluations,preconstruction conference findings,submittals,or actions from a person licensed pursuant to Chapter 89C of the General Statutes as a licensed engineer or a person certified pursuant to Article 5 of Chapter 90A of the General Statutes as an Authorized On-Site Wastewater Evaluator in GS 130A-335(a2),(a5),and(a7).The Department,the Department's authorized agents,and the local health departments shall be responsible and bear liability for their actions and evaluations and other obligations under State law or rule,including the issuance of the operations permit pursuant to GS 130A-337. 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