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HomeMy WebLinkAboutIMPV-08-2022-177137.TIF County: Catawba This Section for Local Health Department Use Only Initial submittal received: 7/29/22 by RP Date Initials Permit Number: IMPV-08-2022-177137 G.S. 130A-335(a4)states the following: 'If a local health department fails to act on an application for an improvement permit submitted pursuant to subsection(a3)of the section within 10 business days of receipt of a complete application, the local health department shall issue the improvement permit.' In accordance with G.S. 130A-335(a3)the improvement permit application is: ❑ 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 Owner on Date State Authorized Agent: Date: ❑ Denied(See attached report.) Copies of this were sent to the LSS and the Owner on Date State Authorized Agent: Date: ElComplete State Authorized Agent: 1� "YZ1 " Date of Issuance: 8/11/22 This Improvement Permit is issued pursuant to G.S. 130A-335(a2),(a3),and(a4)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 site is subject to revocation if the site plan,plat,or the intended use changes,or if information submitted in the application was falsified, inaccurate or misleading. 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 conditions of this permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the responsibility of the owner. 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: 8/1 1/27 *See attached site sketch* County: Catawba IMPROVEMENT PERMIT FOR G.S. 130A-335(a2)/SL2022-11 PIN/Lot Identifier: 378002953902 Issued To: Helmsman Homes, LLC Property Location: 5923 Harwell Road Subdivision: Harwell Farms Lot#: 1 Block: Section: LSS Report Provided: Yes El No 0 If yes,name and license number of LSS: Wendell Overby New❑✓ Repair❑ Expansion ❑ System Relocation ❑ Proposed Structure: single family residential Proposed Wastewater System Type: accepted (Initial) hppbps (Repair) Fill System: ❑Yes No If yes,specify:❑New ❑Existing (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow: 480 GPD Proposed LTAR(Initial): .275 Proposed LTAR(Repair): •275 Design Wastewater Strength:Q domestic ❑ high strength D industrial process Number of bedrooms: 4 Number of Occupants: 8 Other: Pump Required: ®Yes ❑No ❑May be required based upon final location and elevations of facilities Artificial Drainage Required: ❑Yes ONo If yes,please specify details: Type of Water Supply:0 Private well ❑Public well ❑Municipal Supply 0 Spring ❑Other: Drainfield location meets requirements of Rule.1945: Yes Q No❑ Drainfield location meets requirements of Rule.1950: Yes Q No❑ Permit valid for:Q Five years[site plan submitted pursuant to GS 130A-334(13a)] ❑No expiration[plat submitted pursuant to GS 130A-334(7a)] Permit conditions: Contact 811 for marking underground power prior to installation Wendell Overby Licensed Soil Scientist Print Name: Ll�adtdide Oti- 7/29/22 Licensed Soil Scientist Signature: Date: The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch' SOIL. & FORESTRY SERVICES OF THE CAROLINAS, PA August 11, 2022 Catawba County Environmental Health Attn: Robbie Phelps 25 Government Drive Newton,NC 28658 Re: Improvement Permit Submittal for 5923 Harwell Road Dear Mr. Phelps: Attached please find sealed soil notes as well as site plans and design related data for a 4- bedroom accepted(25%reduction)system using pressure manifold distribution. "The LSS evaluation attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2)and(a3)." Owner/Buyer: Helmsman Homes, LLC Signature: Date: 8/11/2022 "The LSS evaluation is being submitted pursuant to and meets requirements of GS 130A- 335(a2)." Wendell Overby,LSS Signature: U2,2464110r, ,�� Date: 8/11/22 `"" Sip SOU. SCE Seal: 4e/cc�' SOIL It FORESTRY SERVICES OF THE CAROL INAP'i• PA A design for a 4 Bedroom ACCEPTED Septic System using MANIFOLD distribution for 5923 Harwell Rd, Lot# 1 Contents: Page Information for the Installer 1 Design Information Design Specifications 2 Layout Specifications 3 System Flow 4 Repair Flow- --------- -- 5 Site Plan 6 Pump Specifications ----- ----------- 7 Calculations 8 Pressure Manifold Specifications 9 Soil Descriptions --- ------------- 10 Jul 2022 Design By: Wendell Overby 5923 Harwell Rd, Loth 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 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 * Pump tank 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 specified as ACCEPTED type using MANIFOLD distribution * Repair specified as PANEL BLOCK type using LPP distribution * System trench depth specified at 24" * System trenches installed on 9' minimum; 3' wide trenches 5923 Harwell Rd, Lot# 1 PRESSURE MANIFOLD DOSED SYSTEM FOR WASTEWATER TREATMENT Business (if applicable): Helmsman Homes, LLC Contact: Dustin Beck Phone: 828-446-8752 Email: dbeckAhelmsmanhomes.com County: Catawba Location: 5923 Harwell Rd Design Specifications Source of Wastewater Flow: 4 bedroom home Estimated Daily Wastewater Production: 480 gpd System Flow: 33.92 gpm Drain field Size: 440 If Lateral Length Required: 436 If Loading Rate: 0.275 gpd/ft.` Trench Depth: 24 in Trench Width: 36 in Total Area Trench Bottom: 1320 sf Septic Tank Size: 1000 gal Pump Tank Size: 1000 gal Estimated Supply Line Length: 100 If Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 14.70 gal Dosing Volume: 201.12 gal Pump Draw Down*: 9.6 in Pressure Head: 2 ft Friction Head: 2.25 ft Elevation Head: 5.00 ft Total Dynamic Head: 9.48 ft Threaded Union: In Tank Gate Valves: 1 in Tank: 1 @ manifold Check Valves: In Tank Anti-Siphon Hole: n/a Zoeller Model 53/55/57/59 Recommended Pump: or County Approved Effluent Rated Pump Capable of Delivering 9 ft_of Head at 34 gpm Total Flow 5923 Harwell Rd, Lot# 1 LAYOUT SPECS Daily Flow (gpd) 480 Jul 2022 LINE# FLAG FLAGGED DESIGN BS HI FS ELEV COLOR — — — LENGTH LENGTH TBM 0.0 100.0 INSTR. 1 100.0 REPAIR 1 YELLOW 4.60 67 67 2 BLUE 4.80 89 80 3 PINK 5,30 71 70 SYSTEM 4 ORANGE 5.6 94.4 108 92 5 YELLOW 6.1 93.9 110 92 6 BLUE 6.5 93.5 110 92 7 WHITE 6.8 93.2 110 92 8 PINK 7.5 92.5 87 72 REPAIR 9 RED 8.0 92.0 74 74 10 ORANGE 8.6 91.4 40 0 LINE LTAR SYSTEM REDUCTION TRENCH LENGTH GPDIFT2 TYPE TYPE DIST DEPTH SYSTEM 440 0.275 ACCEPTED 25% MANIFOLD 24 REPAIR 291 0.275 HPPBPS 50% LPP 18 Notes: **TBM is assumed to be 100' **AII measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **BS and FS indicate rod readings 5923 Harwell Rd, Lot# 1 SYSTEM FLOW PRESSURE MANIFOLD DESIGN SPECIFICATIONS Line# Color Elev Length Hole Size Flow/Tap gad Trench Area Flow/Line Line LTAR 4 ORANGE 5.6 92 SCH 40 1/2 7.11 101 276 0.077 0.36 5 YELLOW 6.1 92 SCH 40 1/2 7.11 101 276 0.077 0.36 6 BLUE 6.5 92 SCH 40 1/2 7.11 101 276 0.077 0.36 7 WHITE 6.8 92 SCH 40 1/2 7.11 101 276 0.077 0.36 8 PINK 7.5 72 SCH 80 1/2 5.48 78 216 0.076 0.36 total feet= 440 gal/min = 33.92 Design Flow 480 Pump Run to Dose 480 gpd= 14.15 Soil LTAR 0,275 Accepted LTAR 0.37 l" - S'3 \ \ O ca \ o; \ atlAnvr ro _ \ O.B. lJ,S.Pg 677 I 4"Y \ 00 \I_ O 0 \, '• �t \, o \ = a \ II n CO (n O n - y \ co r- orn Q x. O, Z o Q co J.' 4 Z CD \•oo --. -o- \/ _ ` \oa �o Z\. CD L0 N . .. ') 03 z _ , 7 _t , ,\ - \• \00 iv v wd \ n cn .0 �� i �m cr J \ O 'O \, a)O,Om A. O. CT G f• U OD NS�Cv a' oeoio 'C)LA , .C3 \a- O CO / N N N V) • J N y Q 0 (D \\ -\ \ z O N. w r-. ^� \ Ts, v • ZC O r • ObL ,.. ,.,\. Lti'L� \ • VI c� til P0 \ \ r % \ l II rr��,, V 9 DO [TWO MLR TOGIECT WOW y 'V� Soil & Forestry Services of the Carolinas, PA io�o=cE oSEPTIC SYSTEM LAYOUT 5923 HAREWELLROAO laL FnEET1Y PQ Box 832-Mooresville, NC 281 1 5 S 6 4 �0 4 SKETCH MAP 1E1111E11_ g g 3 u.^..,cwE�...a.n. ,^ www.soilandforestryservices.com A 53, 55, 57, 59 9S % MI �_• Mighty-Mate/Flow-Mate I Considered one of America's most popular sump pumps.This '• - 0 robust family of sump pumps is known for reliability,durability _ , and performance. Available with an intergral, 2-pole, snap- action float switch. The heat-dissipating cast iron body with 11) powder coated epoxy finish provides maximum pumping performance under the most extreme conditions.With Zoeller's cool run design, the hermetically sealed, oil-filled motor and non-clogging vortex impeller add up to a long-lasting, trouble-free product. H Z W J Li l--N r,h L.L. IPR\ / NALI CR) • PFLIAlt 2 3 U) APPLICATIONS: • Water transfer OPTIONAL"PUMP STAND P/N 10-2421 "Easy assembl • Sump and effluent systems " Y y- • Reduces potential dogging by debris !pump 6 tllshargc pipe • Light commercial Im no[included.) • Replaces rocks or bricks under the pump • 1 • New sump and residential construction • Made of durable,non-corrosive ABS • Raises pump 2"(S cm)off bottom of basin [ �' • Provides the ability to raise intake by adding J`�v . /�` SPECIFICATIONS: sections of 1-1/2"or 2"(DN40 or DN5o)PVC piping �t i,.� • 1 1J2"NPT discharge • Attaches securely to pump • Accommodates sump,dewatering and effluent i2�J • 3/10 HP(53,55,57,59),1/2 HP(98) applications ;` ,�• �� i••t • Available in automatic or nonautomatic NOTE:Make sure float is free from obstruction. '1;; . • 1/2"(12 mm)spherical solids capacity 'Fits series 49,50.63,70,95 98,130,140 and 150. • Thermoplastic or cast iron base • Thermoplastic or cast iron impeller to • Bronze construction available(55/59 series) cc Lu For more information,see Technical Data Sheets FM2778, w w FM2779. it PUMP PERFORMANCE CURVE MODEL 53/55/57/59/98 OM 25— 0 a It 6— 20 - - _ Li Q 15 z 4— 1111(.,s......\\-44...s..4%.44444.4%..444%•%%9ZN 0 J . r 1p 0 ~ 53/55/57/59 /� _2 5 0 1 I 10 20 30 40 50 60 70 80 GALLONS Nonautomatic model with piggyback LITERS I I I 0 80 160 240 FLOW PER MINUTE 152655 6 ©All rights reserved. ZOELLER PUMP CO. I 502-778-2731 1800-928-7867 I zoellerpumps.com 5923 Harwell Rd, Lot# 1 Calculations Designer Wendell Overby Project Name 5923 Harwell Rd Project# 21-1016 Project MM YYYY Jul 2022 0 Lot#(if applicable) 1 z Business (if applicable) Helmsman Homes, LLC w Contact Dustin Beck Phone 828-446-8752 c Email dbeck@helmsmanhomes.com County Catawba Bedrooms 4 Daily Flow 480 System LTAR 0.275 System Type ACCEPTED w System Distribution MANIFOLD System Trench Depth 24 >- Supply Line Length 100 If. Supply Line Volume 14.7 gal. Required Feet of Line (system) 436 Repair LIAR 0.275 Repair Type PANEL BLOCK cTc Panel Vertical or Horizontal HORIZONTAL w Repair Distribution LPP Repair Trench Depth 18 Required Feet of Line (panel repair) 291 Amount of Line from Layout 440 ft. Gallons per Minute 33.92 gpm Required Septic Tank Capacity 1000 gal. Minimum Standard Tank Size 1000 gal. u_ Lateral Line Volume 287.32 gal. a Dosing Volume 201.12 gal. 2 Tank Draw Down 9.6 in. a Pump Run Time 5.00 minutes Elevation Head 5 ft. F- Pressure Head 2 ft. >- Friction Factor 2.25 ft./100 ft. (From the interpolates) Friction Head 2.25 ft. Friction Head +10% 2.475 ft, Total Dynamic Head 9.48 ft. Pump Recommendation Zoeller Model 53/55/57/59 mV01 N. a u— P tNNN N .yaj.4;IW/%.:/ '.''''ictigtetiliii:.,,i. \ ---•- % \ e \ N....,,oi,, - .- TIN ..i.,1,. xi rn co cri. 01 /11! -13 .1. Iillp I� p =i NI fp, ii DAD 2:, _,, 7,i0z �r r r Appl a A fir`, p 0 A440412.01/1 i Nis,, ' q 4410VA: e '' 5 F qljN pi* ".. . ,,64 AN,* . .;\ <�1i gi gb 1140p Ito q ---------------- 5; \ ill s x Sheet I of 2 PROPERTY ID 4: 378002953902 COUNTY: Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) OWNER: Pintail Holdings,LLC I APPLICATION DATE: ADDRESS: 114 Morlake Drive Suite 103 Mooresville,NC 28117 I DATE EVALUATED: 4/29/21 PROPOSED FACILITY: New House 480 gpd PROPERTY SIZE: 2,45 LOCATION OF SITE: Harwell Farms-Lot 1 PROPERTY RECORDED: No WATER SUPPLY: �x Private ❑x Well ❑Spring ❑Other EVALUATION METHOD: EAuger Boring ElPit nCut TYPE OF WASTEWATER: MSewage Industrial Process Dvlixed ✓ SOIL MORPHOLOGY OTHER R (.1941) PROFILE FACTORS O .1940 LANDSCAPE HORIZON 1 DEPTH L POSITION/ (IN.) .1942 E SLOPE°/. .1941 .1941 SOIL .1943 .1956 .1944 PROFILE # STRUCTURE/ CONSISTENCE/ ��PTNESS/ SOIL SAPR RESTR CLASS TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR 0-5 B SLWFGr Fr SS SP 5-33 R C WMA/S Fr S SP I L/6% 33-35 Rock vein N/A 48" \ \ .275-.3 35-48 R CL WMA/S Fr SS SP f SAP 0-10 Y SL WFGr Fr SS SP I0-37 R C WMA/S Fr S SP 2 L/6% 37-48 R CL WFS Fr SS SP few ROCK N/A -i* N/A .215-.' 0-10 YB SLWFGr Fr SS SP 1 n-.lx R C WMA/S Fr S SP 3 L/61"/c, N/A -I.' N/A ,27.5 0-4 B SL WFGr Fr SS SP 4-33 R C WFS/A Fr S SP 4 L/6% 33-48 BR CL WFS 1'Fr SS SP c SAP N/A -1,, N/A .275-.3 0-7 B SLWFGr Fr SS SP 7-26 RCWMA FrSSP 5 L i G°ra 26 ROCK G� � ��ti N/A ' ti-j6-.:..7 il.. f.':n 1 `;l R �C�(]IS(++94 •b � l�l� DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM SITE CLASSi YIa �j PS Available Space(.1945) 436 291 EV)U0JAL� : Overby System Type(s) ACCEPTED HPPBPS OTHF:R(S)PRESENT: Site LTAR .275 .275 COMMENTS: Updated February 2014 Sheet 2 of 2 PROPERTY ID#: 378002953902 COUNTY: Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) P SOIL MORPHOLOGY OTHER R (.1941) PROFILE FACTORS O .1940 F LANDSCAPE HORIZON L POSITION/ DEPTH — E SLOPE% (IN.) 1941 .1941 .1942 .1943 .1956 .1944 PROFILE SOIL STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESTR CLASS TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR 0-8 B SL WFGr Fr SS SP 8-32 R C WMS Fr S SP 6 I_/6% 32 Cr N/A N/A = 0-7 B SL WFGr Fr SS SP 7-33 R C WMA/S Fr S SP 7 L/6% 33-44 BR CL WFS Fr SS SP c SAP N/A N/A 44 Cr 0-18 YB SL WFGr Fr SS SP 18-48 R C WFS Fr S SP 8 L/6% few YB MOT N\ I N A I COMMENTS: Updated February 2014