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HomeMy WebLinkAboutIMPV-08-2023-202934.TIF . CATAWBA COUNTY Case# IMPV-08-2023-202934 (IIA. Public Health Department Subdivision ppit Environmental Health Division PIN# 374516832080 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 2 �� W Site Address: 5984 WINEBARGER ST, CONOVER NC 28613 Name on Permit: BRENT WINEBARGER Property Size: Acres 5.00 Directions: 16 N, left Springs Rd, right Winebarger St, property on right Owner/Authorized Representative Acknowledgement of Permit Receipt )( /5 I certify that I am the owner or authorized agent(owner's authorization required)representing the owner of the property described above. ( As the property owner or authorized representative, I have received the above referenced ( permit(s)as requested in the application for service RBPR-08-2023-45226,by the following method(s): Received in Person Facsimile Transmittal (Return form with signature required) ✓ Electronic Image Transmittal/E-mail (Return receipt required) AlAs the property owner or authorized representative I 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(15A NCAC 2C.0100), shall apply to the issuance of this permit and the construction of the wastewater system and/or water supply well permitted. Permit Issue Date: 08/18/2023 Owner/Authorized Representative Signature L, 71/2—,1 Date cr'.rf— I2'i Dnq Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name of person sending permit) 1:\Signature Date/Time Method: Fax "Email US Mail Other Owner's request to send by the above indicated method of transmittal in lieu of signature We wantt tto hear from yoPPlease ttake a few momentts tto complette our custtomer service survey aft http://www.surveymonkey.com/s/ENCusttomerService b ce1tj 0 e.bar y r&g Aa. tem ehpeimil 08/18/2023 14:05 s , , IPermit#:Pt/'V-08-2023la2V({ e � : j ROY COOPER•Governor t' ^r` NC DEPARTMENT OF KODY H.KINSLEY•Secretary 'r , i4kEs � A; MARK BENTON•Deputy Secretary for Health 1? SUSAN KANSAGRA•Assistant Secretary for Public Health Division of Public Health Submittal Includes: (a2)Improvement Permit (a2)Construction Authorization ❑Fee$ IMPROVEMENT PERMIT FOR G.S. 130A-335(a2) County: G444(4. 0\ PIN/Lot Identifier: 374151(08ga766'0 Issued To: , fen+ 11WII ss{� �O� Property Location: W jqt,heu- tc S'+i C onAki cic At c.o(3 Subdivision(if applicable) Lot#: O? Block: Section: LSS Report Provided: Yes No❑ 1 If yes,name and license umber of LSS: Souv t( 4hlty Raiian5 � /a3 I New Expansion ❑ System Relocation ❑ Change of Use 0 Proposed Structure: 3 &drool Rcskle.iiied Number of bedrooms: 3 Number of Occupants:LC, Other: Design Wastewater Strength: omestic 0 high strength 0 industrial process Proposed Design Daily Flow: 3('0 GPD Proposed LIAR(Initial): D 13 Proposed LTAR(Repair): 3 Proposed Wastewater System Type*:4t[¢ptd I? 0AD°f >�du( tdklc{-ita.- Grave (Initial) Pump Required: ❑Yes ❑-No -5 May be required :ITC Proposed Wastewater System Type* eekd qb .4,4 - Grev, (Repair) Pump Required: 0 Yes ]-No [7 May be required *Please include system classification for proposed wastewater system types in accordance with 15A NCAC 18A.1961 Table V(o) Saprolite System(initial):0 Yes o Saprolite System(repair):0 Yes I IoF Fill System(Initial):❑Yes No If specify:❑New 0 Existing (when adding more than 6 inches of fill to system area provide a fill plan) Fill System(repair):0 Yes o If yes,specify:El New 0 Existing (when adding more than 6 inches of fill to system area provide a fill plan) Usable Soil Depth(Initial): .SO " Usable Soil Depth(Repair): Sa~ Max.Trench Depth(Initial)*: 7r Max.Trench Depth(Repair)*: Lei *Measured on the downhill side of the trench Artificial Drainage Required: o If yes,please specify details: . Type of Water Supply: rivate well 0 Public well 0 Shared well 0 Municipal Supply 0 Spring 0 Other: Drainfield location meets r 'rements of Rule.1945: Yes No❑/❑ Drainfield location meets requirements of Rule.1950: Yes Q o❑ Permit valid for: Five years[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7a)] Permit conditions: See- 6irsic,L1/4.. Licensed Soil Scientist Print Name: , 1 wt.( 143111t l) 5 i atur : ( y/ _� RECEIVE Date: 6AJ 1Tie LSS evaluation Is being submitted pursuant to and meets the requirements of G.S.130A-335(a2 . *See attached site sketch* AUG 1 6 2023 NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LOCATION:5605 Six Forks Road,Building 3,Raleigh,NC 27609 Environmental Health MAILING ADDRESS:1632 Mail Service Center,Raleigh,NC 27699-1632 www.ncdhhs.gov • TEL:919-707-5854 • FAX:919-845-3972 AM gel!IAI f1013/1DTI IAI,Tv I nrr,p..nT,,,r,nr,n.1 r..n.n.i,-., sou 5984 Winebarger St Permit{I: IMPV-08-2023-202934 Lot 2 This Section for Local Health Department Use Only Initial submittal received: 8/16/2023 by RP Date Initials G.S. 130A-335(a3)states the following: When an applicant for an Improvement Permit submits to a local health department on Improvement Permit application,the permit fee charged by the local health department,the common form developed by the Department,and a soil evaluation pursuant to subsection(a2)of this section,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 Improvement Permit includes all of the required components.If the local health department determines that the Improvement Permit is incomplete,the local health department shall notify the applicant of the components needed to complete the improvement Permit.The applicant may submit additional information to the local health department to cure the deficiencies in the Improvement Permit.The local health department shall make a final determination as to whether the Improvement Permit is complete within five business days after the local health deportment 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 Department shall develop a common form for use as the Improvement Permit. The review for completeness of this Improvement Permit was conducted in accordance with G.S. 130A-335(a3). This Improvement Permit 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 LSS and the Applicant on Date State Authorized Agent: Date: ©Complete � �� State Authorized Agent: •!G' i"p` / Date: 8/18/2023 This Improvement Permit is issued pursuant to G.S.130A-335(a2)and (a3)using the signed and sealed LSS/LG evaluation(s) attached here. The issuance of this permit by the Health Department in no way guarantees the issuance of other permits.The permit holder is responsible for checking with appropriate governing bodies in meeting their requirements.This permit is subject to revocation if the site plan,plat,or the intended use changes. The Improvement Permit shall not be affected by a change in ownership of the site. This permit 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 evaluations,submittals,or actions from a licensed soil scientist or licensed geologist pursuant to GS 130A-335(a2). Improvement Permit Expiration Date: 8/18/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 2 V.2023.07 SOIL. & FORESTRY SERVICES OF THE CAROLINAS, PA www.soilandforestryservices.com Project#: 23-0087 August 15th, 2023 Brent Winebarger Attn: Brent Winebarger Email: brentwinebarger@gmail.com RE: Soil&Site Evaluation for a 4 Bedroom Residence at Winebarger St.,5.0 ac Parcel, PIN#374516832080,Conover, NC 28613,Catawba County,NC. Mr. Winebarger: 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 submittals to Catawba County Health Department. Site Conditions At the time of our evaluation land cover on the property was mostly cleared/open on the property. Topography within the evaluated area was gentle slope near the house site with gentle percentage of slope in the proposed drainfield area. Property lines and corners were marked at the time of the evaluation by Ted Benbow Land Surveying.The Surveyor provided an Autocad File of the survey as a basemap.The proposed septic layout was located via GPS and tape measures which were used to produce the attached Site Plan.The house envelope was pinned in the field during our evaluation by the land owner. Methodology We evaluated soil areas through the use of auger borings. Soil morphological conditions including color, texture, structure, etc.were reviewed in the field with four auger boring locations on the property flagged and located via GPS.All of the auger 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 each boring.The house envelope was located via GPS. An on-ground layout of system and repair was performed using a laser level. Pin flag locations of the layout were also located by GPS and tape measure. Detailed system & repair information is summarized in the following paragraph for this Lot. Winebarger St- Lot 2. PIN#374516832080(See Attached Design) The septic layout for this lot(9' centers)yielded a total of 654 linear feet of line.The primary system is proposed as 302'of Accepted (25% Reduction) drainfield with gravity distribution. Trench depth (LOW SIDE) is specified at 28 inches.The repair system is proposed as 300'of Accepted (25% Reduction) drainfield with gravity distribution.Trench depth (LOW SIDE) is specified at 28 inches.There is 333 linear feet available for repair. Final Recordation of Plat require for Construction Authorization. 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 cif Print Name St-A.2-ty I �eigryt r 7.1 Signature dr//6/2-3 The LSS evaluation shall include a statement 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)& (a5)." Disclaimer This report reflects the findings of S&FS, PA. This LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-335(a2)& (a5)."Any site modifications that impact the proposed septic areas on the site may nullify this design for Winebarger Street Lot 2, Conover NC 28613. 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 forestry , i co SOIL SC Sincerely, =c� �\��p,. Rp< j � Y /0 / rmi `- .,a ST TEu, 4/, if 12 .., _ „ � -1$ sr /0"' � �2 3 A �0 S.Ashley Rollans, LSS OF NO RTN C,P Attachment: Septic Design • SOIL I FORESTRY SERVICES OF THE CAROLINAS, PA www.soilandforestryservices.com Attached is a proposed design for an Accepted Septic System with gravity dist. for a 3 bedroom single family residence on Winebarger St,Lot 2 Conover 28613, Catawba County,NC. PIN#:374516832080 Contents: Page Information for the Installer 1 Design Information Design Specifications - 2-3 Layout Specifications - 4 Site Plan/System Plan 5 Calculations 6 Profile Descriptions 7 Survey Cr 8 Application -� �=-A -'4E - �'� --- ONLINE .w51 I k ,`43 Improvements Permit Form L111- - - jr 11 • Construction Authorization Form ` J -q- - 12 00. airy, O `O S F NORTH GP 8/7/2023 Project#:23-0087 Design By: Soil&Forestry Services of the Carolinas,PA • • • I 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 darns, 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: Brent Winebarger Address: 9530 Driftwood Ct Hickory,NC 28601 Phone: 828.291.8646 County: Catawba Location: Winebarger St- Lot 2 Conover, NC 28613 Source of Wastewater Flow: 3 Bedroom Single Family Residence Estimated Gallons Per Day Flow: 360 System Flow: N/A Design Specifications Drainfield Size: 302 Loading Rate (gpd/ft.2): 0.3 Depth of Gravel in Trench: N/A Gravel Size: N/A Max.Trench Depth (Low Side): 28 in. Repair Trench Bottom 28 in. Trench Width: 36 in. Septic Tank Size: 1000 Estimated Supply Line Length: 8 Supply Line Diameter: 4 in. SCH 40 PVC Supply Line Volume: 5.22 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 Winebarger St- Lot 2 ACCEPTED SYSTEM DESIGN FLOW(gpd): 360 SOIL APPLICATION RATE (gpolft.2): 0.3 TOTAL AREA TRENCH BOTTOM: 906 TOTAL LATERAL LENGTH: 302 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 300 SUPPLY LINE LENGTH: 8 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 -Winebarger St-Lot 2 Project#: 23-0087 LAYOUT FOR 3 BEDROOM HOME 8/7/2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM INSTR. 1 1 ORANGE 60 60 2 YELLOW 113 110 3 BLUE 91 90 4 PINK 57 42 5 PINK 50 50 6 RED 63 63 7 ORANGE 57 57 8 YELLOW 54 54 9 BLUE 53 53 10 PINK 56 56 Total 654 635 SOIL Low Side LINE LTAR SYSTEM LTAR TRENCH MAX TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 302 0.300 ACCEPT. 0.300 25%RED GRAVITY 28" Repair 333 0.300 ACCEPT. 0.300 25%RED GRAVITY 28" Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines were located by GPS and tape measure. **House Envelope,Property corners&lines located by survey(Ted Benbow&Associates) — . .. 0 E R/w , k) L ,�1�r� C1,1 P _... liew k) 1104 RAN iir .° VW "! oppri es t\: ti� 0 % ' -, 4if ' k.) Q .%‘- o� oc .' s O 23' O O .41 I•; u �`$ o SE ti OQ. S2' , 3 P. 41 4 s n 9 0 i 1413 --,k tizzi -- 5-\` 1.6 3 V i ` kf'°►� o -, I�� // Cj A 0 O. Q it_ 1 11:rd 0 ' 6\ HEDGEROW '' D 3- --....\ -- © a,6c3 J <0 :: , _ _ x __,,,, __, , < 0 ,. 0 . ,--- c,(,)_ c) Q _ 00 Q n r-f- v n 0 w 0 • CALCULATIONS Location WineBarger St Conover, NC 28613 Project Number 23-0087 Lot No: 2 No. of Bedrooms 3 Design Flow 360 gal/day LTAR 0.300 gall 2 ft day PPBPS? (YES OR NO) NO Supply Line Length 8 ft. Supply Line Volume 5.224 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 300 ft. 2" SCH 40 PVC Amount of Line from Layout 302 ft. GPM f 20 0.84 Gallons per Minute N/A gal/min -0.88 25 1.27 Required Septic Tank Capacity 1000 gal. -1.28 Septic Tank Size 1000 gal. 30 1.78 -1.76 Panel Volume N/A 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 60 6.42 Tank Draw Down N/A Pump Run Time Elevation Head N/A ft. Pressure Head N/A ft. Friction Factor N/A ft./100 ft. (From the interpolates) Friction Head N/A ft. Total Dynamic Head (+15%) N/A ft. Sheet 1 of i PROPERTY ID#: 374516832080 COUNTY: Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (complete all fields in full) OWNER: BRENT WINEBARGER APPLICATION DATE: ADDRESS: 9530 DRIFTWOOD CT HICKORY NC 28601 DATE EVALUATED: 7/26/2023 PROPOSED FACILITY: 3 Bedroom Residential PROPERTY SIZE: 5 a 4-, LOCATION OF SITE: Winebarger St Conover NC 28613-Lot 2 PROPERTY RECORDED: YES WATER SUPPLY: Private lai Well ❑ Spring p g ❑Other EVALUATION METHOD: CI Auger Boring ❑Pit ❑Cut TYPE OF WASTEWATER: ID Sewage ❑ Industrial Process ❑ Mixed P R O SOIL MORPHOLOGY OTHER F .1940 HORIZON (.1941) PROFILE FACTORS PROFILE LANDSCAPE I POSITION/ D(IN)H CLASS L SLOPE% .1942 &LTAR E .1941 .1941 .1943 .1956 .1944 SOIL STRUCTURE/ CONSISTENCE/ SOIL SAPR RESTR # TEXTURE MINERALOGY WETNESS/r C11 1111R DEPTH CLASS HORIZ 0-2 BCLWFSBK FRSSSP 2-40 RCWMSBK FRSSSP 1 L/5% 40-50 BRCLWFSBK FRSSSP FSAP 50 PS 0.3 0-4 BRCLWFSBK FRSSSP — 4-42 RCWMSBK FRSSSP 2 L/5% 42-50 BRCLWFSBK FRSSSP FSAP 50 PS 0.3 0-6 BCLWFSBK FRSSSP 6-47 RCWMSBK FRSSSP 3 L/5% 47-50 BCLWFSBK FRSSSP FSAP 50 PS 0.3 0-5 BCLWFSBK FRSSSP 5-40 RCWMSBK FRSSSP 4 L/5% 40-50 BCLWFSBK FRSSSP FSAP 50 PS 0.3 5 s , I RO`� �V 2 7 titi T °- / 1 . -011 N/A Arin .r s ,,„,-4,f,e;ivr. a. 8 r/%�i'� ., ,, Q N/A 40 1731 C •9 OF NO RT N C,P' NIA 70 N/A DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): PS Available Space(.1945) PS PS EVALUATED BY: Ashley Rollans System Types(s) 25%Reduction-Gravity 25%Reduction-Gravity OTHER(S)PRESENT: Chad Wagner Site LTAR 0.3 0.3 COMMENTS . . 1 . . . . 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