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HomeMy WebLinkAboutIMPV-11-2023-208169.TIF Permit#: �1'-(f-2oL)-tcif 6q NC DEPARTMENT OF ROY COOPER•Governor H54LTH AND KODY H.KiNSLiEY•Secretary HAN SERVICES MARK BENTON•Deputy Secretary for Hearth SUSAN KANSAGRA.Assistant Secretary for Public Health Division of Public Health Submittal Includes: a2)Improvement Permit I .,a2)Construction Authorization ❑Fee S //� ) IMPROVEMENT PERMIT FOR G.S. 130A-33S(a2) County: 1. I u 6k PIN/Lot Identifier: LI(0 C e 31 �� '7 Issued To: lJ r canvt S LLL, Property Location: e..... 310 rn•Yi CCrr l S' hcrr.fs i r 024(c)3' Sndi(ltbw(ti ra•_W� - L.f/ ) Subdivision(if applicable)_ ) " d� 7r. c . ��7 Lot#_-- ____ Block: Section: LSS Report Provided: Yes 111.---fgr0 Cm If yes,name and license number of LSS: Jntnu ithtt i ' It/ ,/ New 0-•-------- Expansion i� System Relocation 0 Change of Use 0 Proposed Structure: H i Q� r ••yl es,t'till-la I Number of bedrooms:I_Number of Occupants: B Other: Design Wastewater Strength:ladtrnestic 0 high strength ❑Industrial process Proposed Design Daily Flow: Q O GPD Proposed LTAR(Initial): �.3 ' Proposed Wastewater System Type* rr I ��^/ '�-- Proposed LTAR(Repair): OS f > -GTAu,.L(Initial) Pump Required: ❑Yes m�,� Proposed Wastewater System Type*: Cft 'tit) �l ?c'.•c{,c„_ r'"�# '�"' El May be required ure d *Please include (Repair) Pump Required: ❑Yes to ❑May be required system e/ass�avtfon for proposed wastewater system types in accordance with 1.5.4 NCAC1J3A.1961 Table V(a) Saprolite System(Initial):❑yes gig- Saprollte System(repair):❑Yes o Fill System(Initial):0 Yes [�'rjo if yes,s Pectfy:❑New ❑E �'xisting (when adding more than 6 Inches of fill to system area provide a fill plan) Fill System(repatr);❑Yes No If yes,,specify:0 New 0 Existing (when adding more than 6 Inches of fill to system area provide a fill plan) Usable Soil Depth(Initial): 47.54" Usable Soil Depth(Repair): -SH„ Max.Trench Depth(Initial)': 301. Max.Trench Depth(Repaid*: 30 ' r Artificial Drainage Required: ❑Yes o If Measured on the downhill side of the trench �K yes,please specify details: Type of Water Supply:0 Private well 0 Public well Shared well ❑ unldpal Supply 0 Spring Drainfleld location meets requirements of Rule.1945: Yes Na ❑Other. - �❑ Dralnfleld location meets requirements of Rule,1950: Yes a No❑ Permit valid for:©-Rive years[site plan submitted pursuant to GS 130A-334(13a)] ❑No expiration[plat submitted pursuant to G5130A-334(7a)} Permit conditions: Licensed Soil Scientist Print Name: - 1 Licensed Soil Scientist Signature: - L�[ L — 11/ J • Date: ! /J The LSS evaluation Is being submitted pursuant to and meets the requirements of G.5.130A-3/35(a2).' *See attached site sketch* NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LocATION:6605 Six Forks Road,Building 3,Raleigh,NC 27609 MAIUNO ADDRESS:1632 Mail Service Center,Raleigh,NC 27899-1632 www.ncdhhe.gov • TEL:919-707-5854 • FAX:919-845-3972 AN EQUAL OPPORTUNITY/AFFiRMAT V E ACTION EMPLOYER eicH**4.400,40,, Permit#: IMPV-11-2023-208169 SaddlebrooK Lot 17 This Section for Local Health Department Use Only Initial submittal received: 10/30/2023 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 an 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 department receives the additional information from the applicant.if the local health department foils 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 /r State Authorized Agent: Date: 11/9/2023 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: 11/9/2028 *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#: 23-0015 September 6`h, 2023 VR Farms LLC Attn: Ray Short Email:vrshortir@aol.com RE: Soil &Site Evaluation for a 4 Bedroom Residence at Saddlebrook Subdivision Lot 17, 1.10 ac Parcel, PIN#(460904507318)Sherrills Ford, NC 28673. Mr. Short: 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 open field.Topography within the evaluated area was gentle slope near the house site and proposed drainfield area. Property lines and corners were marked at the time of the evaluation by Jordan-Grant Surveying.The surveyor provided an Autocad File of a survey with house envelopes as a basemap.The proposed septic layout was located via GPS&tape measures and used to produce the attached Site Plan.The house envelope was located via Surveyed By Derek Bunton Surveying. Backhoe pits were located via GPS. Methodology We evaluated soil areas through the use of backhoe pits. Soil morphological conditions including color, texture, structure, etc. were reviewed in the field with seven backhoe pit locations on the property flagged and located via tape measure. All of the backhoe pits 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 pit.The house envelope was located via survey.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 measures. Detailed system & repair information is summarized in the following paragraph for this Lot. Saddlebrook Subdivision- Lot 17 (See Attached Design) The septic layout for this lot (9'centers)yielded a total of 1,168 linear feet of line.The primary system is proposed as 408 linear feet of Accepted (25% Reduction) drainfield with gravity distribution. Trench depth is specified at 30 inches (Low Side).The repair system is proposed as 400 linear feet of Accepted (25% Reduction) drainfield with gravity distribution.Trench depth is specified at 30 inches (Low Side). There is 760 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 -- e, Print Name 1� �' _ ,, 0 !J 7 Signature r f g '' W/j r The LSS evaluation shall include a statement b. ing 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 evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-335(a2)."Any site modifications that impact the proposed septic areas on the site may nullify this design for Lot 17-Saddlebrook Subdivision, Sherrills Ford, NC 28673. 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 f -rvices. Sincerely, p S U Z` So CI ��A. Ro c'<\2 p ISA . 74--,(-.irvi- ..- I- 9 illy ; : • ., .I _.:,L'41 � Wit? Ar C`Q 123A ¢0., S.Ashley Rollans, LSS NO RTH GP Attachment: Septic Design SOIL & FORESTRY SERVICES OF THE CAROLINAS, RA www.soilandforestryservices.com Attached is a proposed design for an Accepted Septic System with gravity dist. for a 4 bedroom single family residence at Saddlebrook subdivisoin Lot 17 Sherrills Ford,NC 28673,Catawba County,PIN#: (460904507318) 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 5--p-ft - 7 Application 7� 8-9 CA Form r l-,y''' - ; 10 IP Form ' - -- r /- 11 Application for Services ,f -� ----it�3�---- {�v 12 Al 0 RI September 6,2023 Project#: 23-0015 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: vR Farms LLC Address: 7172 Long Island Rd Catawba,NC 28609 Phone: 704.516.2344 County: Catawba Location: Palomino Court-Lot 17 Shcrrills Ford,NC 28673 Source of Wastewater Flow: 4 Bedroom Single Family Residence Estimated Gallons Per Day Flow: 480 System Flow: N/A Design Specifications Drainfield Size: 408 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: 32 Supply Line Diameter: 4 in. SCH 40 PVC Supply Line Volume: 20.90 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 • Palomino Court- Lot 17 ACCEPTED SYSTEM DESIGN FLOW(gpd): 480 SOIL APPLICATION RATE (gpd/ft.2): 0.3 TOTAL AREA TRENCH BOTTOM: 1224 TOTAL LATERAL LENGTH: 408 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 400 SUPPLY LINE LENGTH: 32 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 -Palomino Court-Lot 17 Project#:23-0015 LAYOUT FOR 4 BEDROOM HOME September 6,2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM INSTR. 1 1 RED 44 44 2 ORANGE 29 29 3 YELLOW 83 83 4 BLUE 126 102 5 PINK 138 102 6 RED 132 102 7 ORANGE 126 102 8 YELLOW 125 125 9 BLUE 122 122 10 PINK 104 104 II RED 77 77 17 ORANGE 62 62 Total 1168 1054 SOIL LOW SIDE LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 408 0.300 ACCEPT. 0.300 25%RED GRAVITY 30" Repair 760 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. AGE 338 a F Y VY 1L \ 1 F-4 REBAR 0. 97' 52. 63 ' 36. 5 • • 4 • 190. 79 ' 2 --.,./ /772/2 �ti 2• / / �2� -, . tie • �tiZp ,(1pp No6ti �' 2 4. 46 ' ,�`� /2 13� 1i p�i WOE P15 �� '� M I %-• 1-) Q 11 R 11 1p� 122 �I , L1°2, / � � ,� 1p P � , 1 � P �5 � 11 ,�p2 ( / m 2 ro �� 1 Pc �/ / (i g3 2� SCAL: V � � �1° �� 1"=40' ono /.,(\/ c� \q-, `1p2 -r/ 01 . ,�r�2 .19 O �t- 2 2 2 � r IL'11 / . 30 ' h ACI i. • Q P21 N�1 v. �- 1 . 10 8 o S z 411- ACRES Sc w 0)+ 6 ��� ,;�� W • � 0 � o_ SAP �o P23 9 1� ,, 2/6 0� dp Li e I '&"9" 0 1 CI) 2 • `j , 5LEEI Ns) 94! C7 ., • p ., 1 6 c. , , 5i 2' , (-7 4i) '',1 C>3 6 p:,, a, 17 4 ) .01 `7 r-� DR'V /_A-R E - B �' ,\ � 3 (74 ) i CRESo Q cn E 6 CALCULATIONS Location Palomino Court- Lot 17 Sherrills Ford, NC 28673 Project Number 23-0015 Lot No: 17 No. of Bedrooms 4 Design Flow 480 gai/day LIAR 0.300 gal/ 2 ft day PPBPS? (YES OR NO) NO Supply Line Length 32 ft. Supply Line Volume 20.896 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 400 ft. 2" SCH 40 PVC Amount of Line from Layout 408 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 interpolater.) Friction Head N/A ft. Total Dynamic Head (+15%) N/A ft. Sheet 1 of 1 , PROPERTY ID#: 460904507318 COUNTY: Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (complete all fields in full) OWNER: VR FARMS LLC APPLICATION DATE: ADDRESS: 7271 Long Island Rd,Catawba NC 28609 DATE EVALUATED: / 24-1.3 — PROPOSED FACILITY: 4 Bedroom Residential-480 GPD PROPERTY SIZE: 1. IC,}C._ LOCATION OF SITE: Saddlebrook subdivision,Sherrills Ford NC 26673-Lot 17 PROPERTY RECORDED: A/C WATER SUPPLY: ❑Private ❑ Well ❑ Spring 2 Other County water EVALUATION METHOD: 0 Auger Boring El Pit ❑Cut TYPE OF WASTEWATER: Cl Sewage ❑ Industrial Process El Mixed P R 1 O SOIL MORPHOLOGY OTHER .1940 (.1941) PROFILE FACTORS F LANDSCAPE HORIZON PROFILE I POSITION/ DEPTH CLASS L SLOPE% (IN.) .1941 .1941 .1942 E .1943 .1956 .1944 &LTAR SOIL STRUCTURE! CONSISTENCE/ SOIL SAPR RESTR TEXTURE MINERALOGY WETNESS/ DEPTH CLASS HORIZ mine 0-7 FILL 7-37 BRC WMSBK FR SS SP 16 L/12% 37-54 RBCL WFSBK FR SS SP C SAP 54" PS N/A PS 0.3 54-61 VAR SL MASS FR SS SP 0-6 BSCLWFSBK FR SS SP 6-25 BRC WMSBK FR SS SP 17 L/13% 25-52 RBSCL WFSBK FR SS SP C SAP 52" PS N/A PS 0.325 52-62 VAR SL MASS FR SS SP 0-7 BCL WFSBK FR SS SP COMPACTED 18 L/10% 7-23 BRC WMSBK FR SS SP 37" PS N/A PS 0.325 23-37 RBCL WFSBK FR SS SP C SAP 37-64 VAR SL MASS FR SS SP 0-7 BSCL WFSBK FR SS SP 7-24 BRC WMSBK FR SS SP 19 L/10% 24-54 RBCL WFSBK FR SS SP C SAP 54" PS N/A PS 0.325 54-64 VAR SL MASS FR SS SP 0-6 BCL WFSBK FR SS SP COMPACTED 6-12 RBC WFSBK FR SS SP 20 U5% 12-36 BRCL WFSBK FR SS SP C SAP 36" PS N/A PS 0.325 36-60 VAR FSL MASS FR SS SP 0-5 BSCL WFSBK F SS SP COMPACTED 5-14 RBC WFSBK FR SS SP F SAP/WR J 21 L/6°/ 14-40 RBSCL WFSBK FR SS SP C SAP 40" + PS 0.325-35 5LJ 40-64 VAR SL MASS FR SS SP �-`` - ` 0-10 BRC WMSBK F SS SP COMPACTED �9 -r' `s:: a.10-27 RBSCL WFSBK FR SS SP C SAP 0'(A <'\22 L/7% 27-64 VAR SL MASS FR SS SP /1/7„ .S �� ,-. _. N i S 0.35 —.1 ji .� 1 1. 4:-1 In al --‘ ifr N.< /-)3A N C.)N2 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): PS Available Space(.1945) PS PS EVALUATED BY: Ashley Rollans System Types(s) Accepted 25%-Gravity Accepted 25%-Gravity OTHER(S)PRESENT: Chad Wagner&Mason Freeman Site LTAR 0.3 0.3 COMMENTS.