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HomeMy WebLinkAboutAUTH-10-2023-206255.tif moi_-"st (•',.F%%n%(.4)1\'fl lit li. 1'uhlt Ilcalth thtuttrnrnt suh,h%,,,+m Ill. rli tmrroil:Dotai Health Dilr;inn Mt; 461703407819 V,,, N I ltuA 3sLi.25(i+s etntneni Ini%e heals".NC' -'\h¢ Site Address: 8477 BABE DR TERRELL NC 28682 Name on Permit: HUNTER LUNSFORD Property Size: Acres 1 86 Directions: Down Kiser Island Rd 1 5 miles Right on Babe. Lot is on the left Owner/Authorized Representative Acknowledgement of Permit Receipt certill that I am the ow irt ner or authorized agent tom ner authorizittirrn requiredI representing the owner at (i he prapert:‘ JereriheJ afx+%e. Kpss the property owner or authorized rcprecentati%e. I ha%e reeeic ed the aho%c• reterenced ermit(s I as requested in the application for service Rl3t'R-10-2023-4502.by the tbIlowiti inethoths): Received itt Person Facsimile Iransmittal (Return tilrm with signature required) ,1 I`Iecuronic Image Transmittal F.-nail (Return receipt required) )( As the property owner or authorized representat i'e I have re%iecceJ and understand the specific conditions (` 'f the permit issued. and further understand that all applicable regulators requirements specified under the North Carolina taws and Rules Tor Sewage Treatment and Disposal Systems(154`CAC ISA.19011), and/or Well Construction Standards(15A NCAC 2( .0100), shall apply to the issuance of this permit and the construction of the‘s.asteskater system and or water supply dell permitted. Permit issue Date: 10118i2023 v‘---. Owner'r\uthorized Represent:in\c Sienaturc Date ,6-2-(1- Z3 t)ocumentalion of I'errnit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by (mime r,//'er.woz ye/tiling permit) Signature V I)ate:lime 1O Je/7P3 Method: Fax Email UIS Mail Other Owner's request to send by the above indicated method of transmittal in lien of signature We wantt tto hear from yoiPlease ttake a few momentts tto complette our custtomer service survey att http://www.surveymonkey.com/s/EHtusttomerService 1eOiar )ma. f • A-t,t —(a-7o2,- 7042Sr Permit#: CONSTRUCTION AUTHORIZATION FOR G.S. 130A-335(a2) County: Catawba PIN/Lot Identifier: 461703407819 Issued To: Hunter Lunsford III II One of Each LLC Property Location: 8475 Babe Dr AOWE/PE Plans/Evaluations Provided: Yes No If yes,name and license number of AOWE/PE: Wendell Overby#10044E Facility Type: 3 bedroom house New ElExpansion 1Repair QSystem Relocation nChange of Use Basement? QYes FIND Basement Fixtures? QYes No Type of Wastewater System` VPPBPS GRAVITY (Initial) VPPBPS LPP (Repair) P/ease include system classification for proposed wastewater system types in accordance with 15A NCAC 18A.1961 Table V(a) Design Daily Flow: 360 GPD Wastewater Strength: QX domentic high strength industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? 0 Yes El No (if yes,please provide engineering documentation) Installation Requirements/Conditions Septic Tank Size: 1000 gallons Total Trench/Bed Length: 200 feet Trench/Bed Spacing: 6 feet on center Trench/Bed Width: 24 inches LIAR: 0.3 gpd/ftz Soil Cover: 0 inches Slope Adjusted Maximum Trench/Bed Depth#: 39 inches *Measured on the downhill side of the french Aggregate Depth: inches above pipe inches below pipe 22 inches total Pump Tank Size(if applicable): 0 galllons Requires more than 1 pump? EYes OX No Pump Requirements: 0 ft.TDH vs. 0.0 GPM Grease Trap Size(if applicable): gallons Distribution Method: []serial ED-Box or Parallel Pressure manifold(s) LPP [ ]Other Zoeller 5-Outlet Tru Flow Splitter Artificial Drainage Required: YesE NoQX If yes,please specify details: Legal Agreements(lithe answer is"Yes"to any type of legal agreements,please attach a copy of the agreement.) Multi-party Agreement Required[.1937(h)): QYes Q No Easement,Right-of-Way,or Encroachment Agreement Required[.1938(j)1: QYes No Declaration of Restrictive Covenants: DYes nNo Pre-Construction Conference Required: Yes0 NoQX Conditions: See Design 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 accordance with the attached system layout. AOWE/PE Print name: endellll Ove Expiration Date: 12/31/2023 AOWE/PE Signature: .mot..i'r Date: 9/26/2023 This AOWE/PE submittal Is pursuant to a meets the requirements of G.S.130A-335(a2)and(a5). 'See attached site sketch' G.S.130A-335(a2)Common Form 4 V.2023.07 _I Permit#: Auth-10-2023-206255 8477 Babe Dr This Section for Local Health Department Use Only Initial submittal received: 10/2/2023 by RP Date initials G.S. 130A-335(a5)states the following: When an applicant for a Construction Authorization,or an Improvement Permit and Construction Authorization together,submits a Construction Authorization,or an Improvement Permit and Construction Authorization application together,the permit fee charged by the local health department,the common form developed by the Department,and any necessary signed and sealed plans or evaluations conducted by a person licensed pursuant to Chapter 89C of the General Statutes as a licensed engineer or a person certified pursuant to Article S of Chapter 90A of the General Statutes as an Authorized On-Site Wastewater Evaluator,the local health department shall,within five business days of receiving the application,conduct a completeness review of the submittal.A determination of completeness means that the Construction Authorization or Improvement Permit and Construction Authorization includes all of the required components.if the local health department determines that the Construction Authorization or Improvement Permit and Construction Authorization is incomplete,the local health department shall notify the applicant of the components needed to complete the Construction Authorization or Improvement Permit and Construction Authorization.The applicant may submit additional information to the local health department to cure the deficiencies in the Construction Authorization or Improvement Permit and Construction Authorization.The local health department shall make a final determination as to whether the Construction Authorization or Improvement Permit and Construction Authorization is complete within five business days after the local health department receives the additional information from the applicant.If the local health department fails to act within any period set out in this subsection,the applicant may treat the failure to act as a determination of completeness.The applicant may apply for the building permit for the project upon the decision of completeness of the Construction Authorization or Improvement Permit and Construction Authorization by the local health department or if the local health department fails to act within five business days.The Authorized On-Site Wastewater Evaluator or licensed engineer submitting the evaluation pursuant to this subsection may request that the focal health department revoke or suspend the Construction Authorization or improvement Permit and Construction Authorization for cause.Upon written request of the Authorized On-Site Wastewater Evaluator or licensed engineer,the local health department shall suspend or revoke the Construction Authorization or Improvement Permit and Construction Authorization pursuant to G.S. 130A-23.The Department shall develop a common form for use as the Construction Authorization. The review for completeness of this Construction Authorization was conducted in accordance with G.S. 130A-335(a5). This Construction Authorization is determined to be: ❑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 Applicant on Date State Authorized Agent: Date: ©Complete ,, , 2 State Authorized Agent: /�f "'^'"' //° Date of Issuance: 10/6/2023 This Construction Authorization is issued pursuant to G.S.130A-335(a2)and (a5)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. 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 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. Construction Authorization Expiration Date: 10/6/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 5 V.2023.07 • usablesoil@gmail.com 980-439-5007 SOIL & FORESTRY 813 Davidson Dr NW Concord NC 28025 SERVICES SoilAndForestryServices.corn OF THE CAROLINAS, PA Project# 18-1135 Septic System Design for a 3 Bedroom House VPPBPS using GRAVITY distribution Site location: 8475 Babe Dr, Lot# 1 Contents Page Information for the Installer - 1 Design Specifications 2 Layout Specifications 3 System Flow 4 Site Plan 5 Calculations - 6 Soil Descriptions - 7 Floor Plans 8 Sep 2023 Design By: Overby • Page 1 INFORMATION FOR THE INSTALLER Project#18-1135 VPPBPS using GRAVITY distribution Site location: 8475 Babe Dr, Lot#1 * CALL 811 BEFORE DIGGING * 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 DHHS, and certification supplied by the that must be considered along with all other considerations. * 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 * 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. * Elevations at pinflag locations should be checked by the installer prior to beginning * Septic tank riser shall be a minimum of 6" above finished grade. * System specified as VPPBPS type using GRAVITY distribution * Repair specified as VPPBPS type using LPP distribution * System trench depth specified at 39" * System trenches installed on 6' minimum; 24"wide trenches * Design utilizes a 5-outlet Zoeller Tru-Flow Splitter * A well variance will be required * Installation does not require a soil cap J • Page 2 DESIGN SPECIFICATIONS Project#18-1135 VPPBPS using GRAVITY distribution Site location: 8475 Babe Dr, Lot# 1 Business (if applicable): One of Each LLC Contact: Hunter Lunsford III Phone: 828-381-3672 Email: lee@coatings2000.com County: Catawba Location: 8475 Babe Dr Source of Wastewater Flow: 3 bedroom home Estimated Daily Wastewater Production: 360 gpd Drain field Size: 200 If Loading Rate: 0.3 gpd/ft.2 Trench Depth: 39 in Trench Width: 24 in Soil Cap: 0 in Septic Tank Size: 1000 gal • • Page 3 LAYOUT SPECIFICATIONS Project#18-1135 VPPBPS using GRAVITY distribution Site location: 8475 Babe Dr, Lot# 1 Daily Flow (gpd) 360 Sep 2023 LINE# FLAG FLAGGED DESIGN BS HI FS ELEV COLOR BS — — LENGTH LENGTH TBM 0.0 100.0 INSTR. 1 100.0 SYSTEM 1 Yellow 7.0 93.0 62 40 2 Orange 7.3 92.7 52 40 3 Red 7.6 92.4 50 40 4 Orange 8.0 92.0 50 40 5 Yellow 8.3 91.7 40 40 REPAIR 6 Blue 5.6 94.4 45 45 7 Yellow 5.0 95.0 28 28 8 Orange 4.3 95.7 26 26 9 Red 3.4 96.6 23 23 10 Yellow 4.3 95.7 39 39 11 Orange 4.8 95.2 39 39 LINE LTAR SYSTEM REDUCTION TRENCH SOIL LENGTH GPD/FT2 TYPE TYPE DIST DEPTH CAP SYSTEM 200 0.300 VPPBPS 50% GRAVITY 39 0 REPAIR 200 0.300 VPPBPS 50% LPP 37 0 Notes: **TBM is assumed to be 100' **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **BS and FS indicate rod readings I Page 4 SYSTEM FLOW Project#18-1135 VPPBPS using GRAVITY distribution Site location: 8475 Babe Dr, Lot# 1 Line# Color Elevation Length Hole Size Flow/hole Trench Number Area of Panels 1 Yellow 7.0 40 N/A N/A 80 9 2 Orange 7.3 40 N/A N/A 80 9 3 Red 7.6 40 N/A N/A 80 9 4 Orange 8.0 40 N/A N/A 80 9 1 5 Yellow 8.3 40 N/A N/A 80 9 total feet = 200 gal/min = N/A 45 Design Flow Catawba Soil LTAR 0.3 LTAR with mod. 0.6 Utilizes 5-Outlet Zoeller Tru-Flow Splitter t • CALCULATIONS Project#18-1135 VPPBPS using GRAVITY distribution L Site location: 8475 Babe Dr, Lot# 1 Designer Overby Project# 18-1135 Project MM YYYY Sep 2023 Project Location 8475 Babe Dr Lot# (if applicable) 1 Subdivision (if applicable) N/A Parcel# 461703407819 Lot size (acres) 1.86 iU Contact (Owner) Hunter Lunsford III o Mailing Address (Owner) 4251 Golf Acres Dr Business (if applicable) One of Each LLC a. Phone (Owner) 828-381-3672 Email (Owner) lee(c.coatings2000.com County Catawba Bedrooms 3 Water Source Private Well Daily Flow 360 System LTAR 0.3 System Type VPPBPS System Distribution GRAVITY System Trench Center Distance (feet) 6 System Trench Width (inches) 24 System Trench Depth (inches) 39 } Soil Cap (inches) 0 Usable Soil Depth (inches) 52 Aggregate Depth (inches) 22 Tank Size 1000 Required Feet of Line (system) 200 Designed Feet of Line (system) 200 Repair LTAR 0.3 Repair Type VPPBPS Repair Distribution LPP Repair Trench Center Distance (feet) 6 Repair Trench Width (inches) 24 _ Repair Trench Depth (inches) 37 Soil Cap (inches) 0 Usable Soil Depth (inches) 49 Tank Size 1000 Required Feet of Line (repair) 200 Designed Feet of Line (repair) 200 SHEET TITLE: PROJECT NAME: Soil 8s Forestry Services n ty of the Carolinas,PA u y O t. 0 0 0 ,, -�m! LUNSFORD �/ 0 0 ttTi SEPTIC SYSTEM LAYOUT BABE DR IIIL 1 Hille TI■ concord1NC 28025W �� •21 t.) SKETCH MAP CATAWBA COUNTY 0 CO ,—'y SEPTEMBER 2023 1811111 E1 usablesoil@gmail.com '< X or THIS owxouew,rw 980-439-5007 soilandforestryservices.com 4' OQ ‹: GRAPHIC SCALE 1 " = 40' • d�d'zl e 40 0 40 80 ,, k 7.: ...' 1 ' . .. rT?P'ke,,.i•,.,k5C53;p7;.°1\ ,kt: ocik 11i.40-4-71:G°iii. . • N. \-Pleff N. 4fr cr O� G 4- r, : 0hi <� s . . e' O. ''pp' .OLD SEPTIC 4. .�,.\ • - cb *-i--0 : T -k. ., 6'\ . \ 'QOKI:\O - `.;•q^OF' 1 'OO1AN' -4 Y 7 • 40' h S� ' •• : • 40' L9l- �18 ANL 8��2„W 101 •2 e SFT 3 4w'* EMA F OLD 'I' E , :: '•:•NEB N L ,9S 61.s3 �3 BPS dl44t Zo.6,0 POOL MUST BE 4/1/459s 25' FROM WELL s5(,>•iy so