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HomeMy WebLinkAboutAUTH-231206-01.TIF " CATWBA COUNTY Case All.<, Public Health Department AUTH-23120f}-01 1�/s Envlronmentef Health Division Subdivision MURRAY HILLS UNREC t ,. PO Box 389,25 Government Cr,Newton,NC 28668 PINS 377007678847 LOTI� 3&a Site Address: 1478 MURRAY LN,CATAWBA,NC 25009 Name on Permit: Taylor,Michael Property Size! Acres 0.06 Directions: E NC 10 right Murray Mill Rd.right Murray Lane lot on tart RN Owner/Authorized Representative Acknowledgement of Permit Receipt �l) 1 I certify that I am the owner or authorized agent(owner's authorization required)representing the own{er of the property described above. U the property owner or authorized representative,I have received the above referenced permit(s)as requested in the application for service AUTH-231208-01,by the following method(s): Received In Person Facsimile Transmittal(Return form with signature required) ' _ 4Electronic Image Transmittal/E-mail(Return receipt required) fVI V As the property owner or authorized representative, l have reviewed and understand the specific Conditions of the permit issued,and further understand that all applicable regulatory requirements specified under the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(15A NCAC 18A.1900),and/or Well Construction Standards(16A NCAC 2C .0100),shall apply to the issuance of the permit and the construction of the wastewater system and/or water supply well permitted. Permit Issue Date 2023.12-06 `-^)/ OwnerrAu rized Rtresenta tive Signature' 3 Documentation of Permits(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name of person sending permit) f Signature Date/Time D11473 Method: Fax Email V US Mail Other Owner's request to send by the above Indicated method of transmittal In lieu of signature We want to hear from you!Please lake a moments to co to our customer service survey al http:l w w,surveyrnonkey.com/s/EHCustornerService h-N,t tip h(` a 5 p1 , 1,M,, Ativwwieoq.ment of Romig 12/12r2023 Permit#:AfM-23I206 -0 I CONSTRUCTION AUTHORIZATION FOR G.S. 130A-335(a2) County:GA,A,4>bo.. PIN/Lot Identifier:3l 700n co-1%c(9 1 Issued To:Z.G��e-Gy --( - , Property Location:t C ' (T u cC a bu, i,lrail cl AOWE/PE Plans/Evaluations Provided: Yes["No❑ If yes,name and license number of AOWE/PE:SotfYIa1 ✓ket.1404 (ki1‘ar.; 4i 1WxY. Facility Type: ft)Q 4•Cwrv1‘ Ethew ❑Expansion 0 Repair 0 System Relocation 0 Change of Use Basement? 0 Yes 121,10 Basement Fixtures? ❑Yes 0 No Type of Wastewater System* `r C(e.t`,I'f (Initial) P P 8 f--S (Repair) *Please include system classification for proposed wastewater system types In accordance with 15A NCAC 18A.1961 Table Igo) Design Daily Flow:3(00 GPD Wastewater Strength:[i.'domestic 0 high strength 0 industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? ❑Yes L f No (if yes,please provide engineering documentation) Installation Requirements/Conditions Septic Tank Size: tIJOh gallons Total Trench/Bed Length: / 2 feet Trench/Bed Spacing: / feet on center Trench/Bed Width: > I. inches LTAR: 'J ' j gpd/ft2 Soil Cover:(p n.;(inches 4'--Slope Corrected Maximum Trench/Bed Depth$: ?-4/ inches r Measured on the downhill side of the trench Aggregate Depth: inches above pipe inches below pipe Inches tota Pump Tank Size(if applicable): I t O gallons Requires more than 1 pump? 0 Yes bl No Pump Requirements:IC`1S ft.TDH vsr L(c,GPM Grease Trap Size(if applicable): gallons Distribution Method: ❑Serial 0 D-Box or Parallel 12 Pressure Manifold(s) 0 LPP ❑Other: Artificial Drainage Required: Yes 0 No Erif yes,please specify details: Legal Agreements(If the answer is"Yes"to any type of legal agreements,please attach a copy of the agreement.) Multi-party Agreement Required[.1937(h)): 0 Yes [2110 Easement,Right-of-Way,or Encroachment Agreement Required[.1938(j)]: ❑Yes Erfiio Declaration of Restrictive Covenants: ❑Yes Llo Pre-Construction Conference Required: Yes❑ No Conditions: .-e 6eL,\ • The construction and Installation requirements of Rules.1950,.1952,.1954,.1955,.1956,.1957,.1958,and.1959 are Incorporated by reference into this permit and shall be met. Systems shall be installed in accordance with the attached system layout. ::: Signature: / .2 ��„ Date: /LS ' / ll//,'/W . This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(a2) d //... 4.'4.,..," �,�- •��ti�r�$ - ram 4`. `.- .0 ....��. �l rn *See attached site sketch* :4'I.1k.... Q 1� : � Dipti,il,'"-,. G.S. 130A-335(a2)Common Form 4 .' .-iir ?w. V.2023.07 .. Permit#: AUTH-231206-01 1478 Murray Ln This Section for Local Health Department Use Only Initial submittal received: 12/6/2023 _ 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 5 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 local 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 State Authorized Agent: 44,11,41, ✓�� Date of Issuance: 12/6/2023 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: 12/06/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 5 V.2023.07 SOIL & FORESTRY SERVICES OF THE CARULINAS, PA www.soilandforestryservices.com Project#:23-0043 May 22,2023 Zachery Thomas Attn:Zachery Thomas Email:zacherv.thomasCcilgmail.com RE: Soil &Site Evaluation for a 3 Bedroom Residence at 1478 Murray Lane,0.96 ac Parcel, PIN#377007678847,Catawba,NC 28609. Mr.Thomas: At your request Soil & Forestry Services of the Carolinas (S&FS) has performed soil/site evaluations on parcel noted above.The Lot size is noted on the attached survey map&soil evaluation form. The purpose of our work was to identify soil areas with potential to support subsurface wastewater disposal systems and provide design details for Session Law submittal to Catawba County Health Department. Site Conditions At the time of our evaluation land cover on the property was partially cleared/graded for the house pad and partially wooded.Topography within the evaluated area was gentle to moderate slope near the house site and proposed drainfield area. Property lines and corners were marked at the time of the evaluation by Survey.The surveyor provided an Autocad File of a survey as a basemap.The proposed septic layout was located via survey&tape measures and used to produce the attached Site Plan.The house envelope was located via Survey by Suther Engineering. Methodology We evaluated soil areas through the use of soil borings.Soil morphological conditions including color, texture,structure, etc. were reviewed in the field with five soil boring locations on the property flagged and located via GPS. Four of the five soil borings are located in or adjacent to the proposed septic layout.Soil suitability was determined by referencing 15A NCAC 18A.1900"Laws and Rules for Sewage Treatment and Disposal Systems".Soil& Site Evaluation Forms were utilized to record the soil morphological data for eachboring.The house envelope was located via survey.An on-ground layout of system and repair was performed using a laser level. Pin flaglocations of the layout were also located by tape measures. Detailed system & repair information is summarized in the following paragraph for this Lot. 1478 Murray Lane (See Attached Design) The septic layout for this lot (9'centers)yielded a total of 700 linear feet of line.The primary system is proposed as 312 linear feet of Accepted (25% Reduction)drainfield with pressure manifold distribution. Trench depth is specified at 24 inches(Low Side).The repair system is proposed as 200 linear feet of PPBPS(50% Reduction)drainfield with low pressure distribution.Trench depth is specified at 30 inches (Low Side).There is 292 linear feet of repair available. Session Law Requirements All information needed to issue the IP must be submitted with the application.The application shall include all information described in 15A NCAC 18A.1937(d)and be accompanied by a signed and dated statement from the applicant(owner or owner's legal representative)that reads as follows: "The LSS/LG evaluation(s)attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2)and(a3)." Owner Date \\If Print Nam LL M Signature l tRJ (23 The LSS evaluation shall include a st tement bearing the LSS seal and signature that reads as follows: "The LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A- 335(a2)." Disclaimer This report reflects the findings of S&FS, PA. This LSS/AOWE evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-33502)and(a5)."Any site modifications that impact the proposed septic areas on the site may nullify this design for 1478 Murray Lane, Catawba, NC 28609. System design requirements and site requirements shall be adhered to for installation and Operations Permits to be issued by the local Health Department. If you have questions regarding these requirements a Pre-Construction meeting should be scheduled to discuss.Please contact S&FS if you have any questions regarding this report or the attached information. S&FS also offers septic system inspection,wetland delineation and fore services. ice^' Sincerely, 0 SOIL Sc. A. 1k `('2 OFr 4/ S.Ashley Rolla , LSS F 12.31 O" Attachment: Septic Design NORTH GP'� SOIL & FORESTRY SERVICES OF TFiE CARL7LINAS, PA www.soilandforestryservices.corn Attached is a proposed design for an Accepted(25% reduction)Septic System with Pressure Manifold distribution for a 3 bedroom single family residence at 1478 Murray Ln., Catawba 28609,catawba County,NC.PIN(377007678847). Contents: Page Information for the Installer 1 Design Information Design Specifications --- 2-3 Layout Specifications 4 System Tapsheet 5 Pressure Manifold Diagram 6 Site Plan/System Plan 7 Calculations Profile Descriptions9 Application M / tp-sc r � - at A--Ro, tcy diem provided si IP Form tsQ �9 9 ,, � 0 p W • s' /) ; CA Form , , ,� ' t • 11 ft, �� ,'� Survey de4 � • .�• • 12 NORTH CQ4- May 22,2023 Project No.23-0043 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 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. - 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. - Pumptank riser should be 6"above grade,control panel should be 12"above grade. - Septic tank riser shall be a minimum of 6" above finished grade. - System is specified as an Accepted 25%reduction installation w/Pressure Manifold. - Repair is specified as a PPBPS installation with Low Pressure Distribution. - Rake trench walls, lime sidewalls, install trenches 36" wide and have no more than 1/4" fall in 10 feet. 2 PRESSURE MANIFOLD SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: Zacheiy Thomas Address: 1577 Murray Lane Catawba,NC 28609 Phone: 828-201-6499 County: catawba Location: 1478 Murray Lane Catawba,NC 28609 Source of Wastewater Flow: 3 Bedroom Single Family Residence Estimated Daily Wastewater Production: 360 gpd System Flow: 28.44 Design Specifications Drainfield Size: 312 Loading Rate: 0.3 Depth of Gravel in Trench: NA(25% reduction ) Gravel Size: NA(25% reduction ) Trench Depth (low side): 24 in. Repair Trench Depth 30 in. Trench Width: 36 in. Septic Tank Size: 1000 Pump Tank Size: 1000 Estimated Supply Line Length: 182 Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 31.67 Dosing Volume: 142.62 Supply Manifold: 4 in. SCH 80 PVC Supply Manifold Length: 4 ft. (minimum) Supply Manifold Volume: N/A Recommended Float Controls: SJE Sensor Float Control Switches as Required for Control Panel or County Approved Equivalents Recommended Control Panel: SJE-Rhombus Model 112 (NEMA 4x) Control Panel or County Approved Control Panel. Pressure Head: 2 ft. Friction Head: 3.24 Elevation Head: 9.50 Total Dynamic Head: 16.95 Threaded Union: In Tank Gate Valves: 1 in Tank 1 at Pressure Manifold Check Valves: In Tank Anti-Siphon Hole: NA Additional Comments: Soil suitability was performed by Soil & Forestry Services of the Carolinas, PA. 3 1478 Murray Lane PRESSURE MANIFOLD DESIGN DESIGN FLOW: 360 SOIL APPLICATION RATE: 0.3 TOTAL AREA TRENCH BOTTOM: 936 TOTAL LATERAL LENGTH: 312 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 300 SUPPLY LINE LENGTH: 182 TOTAL DYNAMIC HEAD: 16.95 MANIFOLD SIZE: 4 in.SCH 80 PVC DOSING VOLUME: 142.62 PUMP TANK DRAW DOWN*: 6.8 SEPTIC TANK SIZE: 1000 PUMP TANK SIZE: 1000 *Pump tank draw down based on a volume basis of 21 gallons per inch. Draw down may vary among pump tank manufacturers. 4 Layout Specifications- 1478 Murray Ln Project#:23-0043 LAYOUT FOR 3 BEDROOM HOME May 22,2023 FLAG FLAGGED DESIGN LINE# COLOR ffil HIS ELEVATION LINE LENGTH LINE LENGTH TBM HOUSE (right front) 954.00 PUMP TANK 951.00 INSTR. 1 1 RED 2.20 956.00 71 52 2 ORANGE 3.10 955.10 103 78 3 YELLOW 3.90 954.30 108 78 4 BLUE 4.70 953.50 89 78 5 PINK 5.40 952.80 89 78 6 RED 6.10 952.10 81 81 7 ORANGE 6.7 3.50 951.50 69 69 8 YELLOW 4.00 951.00 48 48 9 BLUE 4.50 950.50 42 42 Total 700 604 SOIL LOW SIDE LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 312 0.300 ACCEPT. 0.300 25%RED PRESSURE 24" MANIFOLD Repair 292 0.300 MOD. 0.300 PPBPS LOW 30" CONY. PRESSURE Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines were located by GPS. 5 PRESSURE MANIFOLD TAPSHEET - 1478 Murray Lane SYSTEM Line# Color Eievatiog Lentil Hole flow/Tag Trench Area Line LIAR 2 ORANGE 955.10 78 SCH 40 1/2 7.11 234 0.15 3 YELLOW 954.30 78 SCH 401/2 7.11 234 0.15 4 BLUE 953.50 78 SCH 401/2 7.11 234 0.15 5 PINK 952.80 78 SCH 40 I/2 7.11 234 0.15 total feet = 312 gal/min— 28.44 Des.Flow 360 Pump Run= 5.01 soil LTAR 0.3 LTAR+5% 0.315 LTAR with ACCEPTED 0.4 LTAR with ACCEPTED+5% 0.42 co g / CL C2 N W N 0 .-- U" N N / gHi /i / / -"1.--------------1 4 CO HThON U Z v cc co w / .\. #60?) 8 ^� �' °s�S hi • 4 i ' / Ob•9��S 0 0 0WJ(42 Pi oI �'Od'U� � N W �/r. JA/�1co Qi.W N QZ m.% 4 U� 0 43Q ^ ' 6WS o � FigiRT z '� �Nl1S/X3 a 8 w EAII PT �g W a O N ZZ o ft I /, . 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