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HomeMy WebLinkAboutIMPV-11-2023-208174.tif IPermit#:2 J_I1-Zt7�3 hy1 NC DEPARTMENT OF ROY COOPER•Governor 0 KO • etory HaagilliMEs ' NARK H. NSLEY�ty� MRK BLNTON• Secretary for Health SUSAN KANSAGRA•Assistant Secretary for Public Health Division of Public Health Submittal 1ncbd Iu)improvement Permit _1e2)Construction Authorization ❑Fee$ IMPROVEMENT PERMIT FOR G.S.130A-335(a2) County: '(atIOXI,,Apo.. PIN/Lot Identifier:4601 -1 Sc. /Ice Issued To:VIZ C&cvLipL Property Location: ,lom.na Ccvr+,SherrAs gi /Wl.. (D)3 ten al irbrw(( tv,,',c•. t SubdWislon(If applicable) ac t10f.cIk_ Lott a I Block: Section: LSS Report Provided: Yes E2r No❑ If yes,name and license number of LSS:S/41%A1 6141449.1 Qfl •rt% 'ft isAl New Expansion 0 System Relocation � R r t I 0 Change of Use 0 Proposed Structure: 3 Ee roti(�'1 t51 dell in Number of bedrooms: 3 ,Number of Occupants: Le Other. Design Wastewater Strength:('domestic ❑high stren gth El Industrial process Proposed Design Daily Flow: 3(c 0 GPD Proposed LiAR(Initial): 0'3 Proposed LTAR(Repair): 6 - Proposed Wastewater System Type': trig PS- Low f rtS tirt� (Initial) Pump Required: Dies ����- f ❑No ❑May be required Proposed Wastewater System Types: as P rr�� i1rlr(Repair) Pump Required: 9�es 0 No 0 May be required 'Please Include system classification/or proposed wastewater system types in accordance with 1SA NC4C 18A.1961 Table I(Q) Saprollte System(initial):❑Yes Q6 Saproilte System(repair):❑yes 9IJ -- Fill System(Initial):❑Yes E 1Io If yes,specify: 0 New 0 Existing (when adding more than 6 inches of fill to system area provide a fill plan) Fill System(repair):❑Yes Et‘;yes,yes,specify:0 New 0 Existing (when adding more than 6 Inches of fill to Usable Soil Depth(Initial): 5".,!- Usable Soil Depth(Repair): 5c `)-S system area provide a fill plan) Max.Trench Depth(Initial)'; 3 0 ' Max.Trench Depth(Repair)': 3° 2 •Measures/on the downhill side of the mend! Artificial Drainage Required: 0 Yes lf yea,please specify deans: Type of Water Supply:D Private well ❑Public well 0 Shared well unklpal Supply 0 Spring Drainfleld location meets El Other: requirements of Rule.1945: Yes Q. No❑ Drainfleld location meets requirements of Rule.1950: Yes Eil--No 0 Permit valid fon[9FEve years(site plan submitted pursuant to Cs l30A-334(15e)1 0 No expiration(plat submitted pursuant to GS 130A-334(7e)] Permit condidQns c--ce tioNeieN Licensed Soil Scientist Print Name\,41 Licensed Solt Scientist Sighatur -t-r 2,j ))141y✓ / LicensedLicensedDate: � 1 / 6/-25 The LSS evaluation is being submitted pursuant to and meets the reguirements of ELS.130A-335(a2). 'Sea attached site sketch* NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LOCATION:5605 Six Forks Road,Building 3,Raleigh,NC 27609 MAILING ASS&1632 Mai service Center,Rafelgh,NC 27899-1632 vemv.nct3ths.go„ . TE.:919-707-5854 • FAX:91as4a-3e72 AN EQUAL OPPORTururY/AFFIRMATIVE ACTION EMPLOYER SWW4041siilOwPermit#: IMPV-11-2023-208174 SaddlebrooK Lot 21 This Section for Local Health Department Use Only Initial submittal received: 1 0/30/2023 by RP Date Initials G.S. 130A-335(a3)states the following: When on applicant for an Improvement Permit submits to a local health deportment an improvement Permit application,the permit fee charged by the local health deportment,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: 0 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 /v`Alt?State Authorized Agent: //��i 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: 1 1/9/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 2 V.2023.07 u) \ .?\\xi:));:.-0 i,-'-°_-'U<35-Cs\D - 127'1-0,0_1,1,-T 0,,A)sl._•i_)__„,,I.\._,17i- ,( o ,1 • � , d • Grov" 0, 7 . . 48 j�, o • u Nrn� Ii p-5 0.599 ACRE CA o HOUSE -P SLAB N ,os STEP H o /Z. e No o ( s -N — AF Q O . 9 0 5 J J -5: ® - . c,s EIF - SCALE �, 1„=40' 1 . 12' _ 2` 13 _ • SOIL & F RIE TRY SERVICES OF THE CAROLINAS, PA www.soilandforestryservices.com Project#: 23-0015 October 17th, 2023 VR Farms LLC Attn: Ray Short Email:vrshortjr@aol.com RE: Soil&Site Evaluation for a 3 Bedroom Residence at Saddlebrook Subdivision Lot 21,0.59 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 Derek Bunton Surveying. The client provided an Autocad File of a subdivision 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 six backhoe pit locations on the property flagged and located via tape measure. Five of the six 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 21 (See Attached Design) The septic layout for this lot (9'centers)yielded a total of 610 linear feet of line.The primary system is proposed as 200 linear feet of Modified Conventional (50% Reduction) drainfield with low pressure distribution.Trench depth is specified at 30 inches (Low Side).The repair system is proposed as 200 linear feet of Modified Conventional (50% Reduction)drainfield with low pressure distribution.Trench depth is specified at 30 inches (Low Side).There is 410 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 1 Date / *Print Name V r Signature /ç/° The LSS evaluation shall i clude a statement bea 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 21-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.fcrre tr :sett' s. Sincerely, a /2:31 ` 1 p S.Ashley Rollans, LSS AI RTF Attachment: Septic Design �----� 1VPF LIA & F1RI TRY SERVICES OF THE CAROLINAS, PA www.soilandforestryservices.com Attached is a proposed design for an PPBPS Septic System w/Low Pressure distribution for a 3 bedroom single family residence at Saddlebrook subdivision Lot 21, Sherrills Ford,NC 28673,Catawba County,PIN#(460904507318) Contents: Page Information for the Installer 1 Design Information Design Specifications - 2-3 Layout Specifications 4 System Tapsheet 5 Site Plan/System Plan 6 Calculations ,17 SAIL--.--- 7 Profile Descriptions sr �„��-�+-�� - 8 fG t C.) `,, ia j ,, . Septic Application —=t- ---- ' '.\'�1/1.4f9 IP Form -- -r' ---- 10 CA Form _123 1___ ? - 11 tv0RTH October 17,2023 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 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 excavation - 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 a PPBPS installation with low pressure distribution. - Repair is specified as a PPBPS installation with low pressure dist. - Backfill 4 - 6" of material (County Approved)over panels, rake trench walls, lime side- walls, install trenches 24" wide and have no more than 1/4" fall in 10 feet. 2 LP HPPBPS SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: VR Farms LLC Current Address: 7172 Long Island Rd Catawba,NC 28606 Phone: 704.516.2344 County: Catawba Location: Palomino Court- Lot 21 Shcrrills Ford,NC 28673 Source of Wastewater Flow: 3 Bedroom Single Family Residence Estimated Gallons Per Day Flow: 360 gpd System Flow: 18.86 gpm Design Specifications Drainfield Size: 200 Loading Rate (gpd/ft.2): 0.3 Depth of Gravel in Trench: NA (PPBPS ) Gravel Size: NA (PPBPS ) Trench Depth (LOW SIDE): 30 in., Repair 30in. Trench Depth Trench Width: 24 in. Septic Tank Size: 1000 Pump Tank Size: 1000 Estimated Supply Line Length: 62 Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 10.79 Dosing Volume: 165.60 Supply Manifold: N/A Supply Manifold Length: N/A 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: 0.84 Elevation Head: 2.50 Total Dynamic Head: 6.14 Threaded Union: In Tank Gate Valves: 1 in Tank 1 per lateral Check Valves: In Tank Anti-Siphon Hole: NA Additional Comments: Soil suitability was performed by Soil & Forestry Services of the Carolinas, PA 3 Palomino Court- Lot 21 LP HPPBPS DESIGN FLOW(gpd): 360 SOIL APPLICATION RATE (gpd/ft.2): 0.3 TOTAL AREA TRENCH BOTTOM: 400 TOTAL LATERAL LENGTH: 200 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 200 SUPPLY LINE LENGTH: 62 TOTAL DYNAMIC HEAD: 6.14 MANIFOLD SIZE: N/A DOSING VOLUME: 165.60 PUMP TANK DRAW DOWN*: 7.9 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 Specification-Palomino Court-Lot 21 Project#:23-0015 LAYOUT FOR 3 BEDROOM HOME October 17,2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM (RIGHT REAR) 7.7 107.7 100.00 INSTR. 1 HOUSE CNR P. TANK 2.80 104.90 1 RED 3.10 104.60 24 24 2 PINK 3.20 104.50 14 14 3 ORANGE 4.20 103.50 34 34 4 YELLOW 4.90 102.80 64 64 5 BLUE 5.60 102.10 173 100 6 PINK 6.30 101.40 180 100 7 RED 7.00 100.70 121 121 Total 610 457 SOIL LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH(LOW SIDE) *System 200 0.300 MOD. 0.300 PPBPS LOW 30" CONY. PRESSURE Repair 410 0.300 MOD. 0..?0/1 PPBPS LOW 30" CONY. PRESSURE Notes: **All septic lines and pits located via GPS and tape measures **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags 5 LP PPBPS TAPSHEET -Palomino Court-Lot 21 SYSTEM Line# Color Elevation 1.eiwth Hole Size Flow/hole "I Tench,1rea Number of Panels 5 BLUE 102.10 100 0.156 0.4/ 300 23 6 PINK 101.40 100 0.156 0.4/ 300 23 total feet = 200 gal/min= 18.86 46 Des.Flow 360 Pump Run= 8.78 soil LTAR 0.3 LTAR+5% 0.315 LTAR with mod. 0.6 LTAR with mod..+5% 0.63 .156 equals 5/32 inch hole 7 CALCULATIONS Location Palomino Court- Lot 21 Sherrills Ford, NC 28673 Project Number 23-0015 Lot No: 21 No. of Bedrooms 3 Design Flow 360 gal/day LIAR 0.3 gai/ft2day PPBPS? (YES OR NO) YES Supply Line Length 62 ft. Supply Line Volume 10.788 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 200 ft. 2" SCH 40 PVC Amount of Line from Layout 200 ft. GPM f 20 0.84 Gallons per Minute 18.86 gal/min -0.88 25 1.27 Required Septic Tank Capacity 1000 gal. -1.28 Pump Tank Capacity 1000 gal. 30 1.78 -1.76 Panel Volume 3.6 gal. 35 2.37 #of Panels 46 -2.25 Dosing Volume 165.60 gal. 40 3.03 Note: Dosing Volume based on 100%of#of 43.07 3.48 panels times 3.6 gal/panel 45 3.77 48.14 4.28 50 4.58 57.11 5.89 60 6.42 Tank Draw Down 7.9 Generic Draw Down of 21 gal.perin. Pump Run Time 8.78 minutes Elevation Head 2.5 ft. Pressure Head 2 ft. Friction Factor 1.27 ft./100 ft. (From the interpolates) Friction Head 0.84 ft. Total Dynamic Head (+15%) 6.14 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: 7172 Long Island Rd,Catawba NC 28609 DATE EVALUATED: 1/31/2023 PROPOSED FACILITY: 3 Bedroom Residential-360 GPD PROPERTY SIZE: 26,093 SQFT LOCATION OF SITE: Saddlebrook subdivision,Sherrills Ford NC 28673-Lot 21 PROPERTY RECORDED: j(/U WATER SUPPLY: ❑Private 0 Well 0 Spring 2 Other County water EVALUATION METHOD: ❑Auger Boring 0 Pit ❑Cut TYPE OF WASTEWATER: ❑ Sewage g 0 Industrial Process ❑ Mixed P R O SOIL MORPHOLOGY OTHER F .1940 HORIZON (.1941) PROFILE FACTORS PROFILE ILANDSCAPE DEPTH POSITION/ CLASS L SLOPE% (IN.) .1942 &LTAR E .1941 .1941 .1943 .1956 .1944 STRUCTURE/ CONSISTENCE/ SOIL SOIL SAPR RESTR TEXTURE MINERALOGY WETNESS! DEPTH CLASS HORIZ rn,na 0-29 FILL 59 L/5% UN' 0-24 RBCWMSBK/ABK FRSSSP 24-52 RBCLWMSBK FRSSP 60 U4% 52" PS 0.3 0-6 BSLGR 8-42 RBCWMSBK/ABK FRSSSP 61 L/5% 42-54 RBCL VWFSBK FRSSSP 54" PS 0.3 0-28 BRCWMBK/ABK FRSSSP 28-57 RBCLWMBK FRSSSP 62 L/4% 57" PS 0.3 0-4 FILL 4-34 BRCWMSBK FRSSSP 94 L/8% 34-60 BRCLWFSBK FFSSSP FEW SAP 56" PS 0.3 0-4 FILL 4-31 BRCWMSBK FRSSSP "y 95 L/7% 31-60 BRCLWFSBK - FRSSSP FEW SAP SVILs / ' () ,4,„<;.,, 7.--,....,(57,, i . ...., s.,: ,,,. ,, . ,' ___, , ., , .? „ .. ,,, ,,,, ...._ , ,, .r, . , . A. NORTH G• DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): PS Available Space(.1945) PS PS EVALUATED BY: Ashley Rollans System Types(s) PPBPS 50%Low Pressure PPBPS 50%Low Pressure OTHER(S)PRESENT: Chad Wagner&Mason Freeman Site LTAR 0.3 0 3 COMMENTS: