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Home My WebLink AboutRBPR-06-2021-38051.TIF 41 it.01111 • THIS IS NOTA PERMIT Case# RBPR-06-2021-3805I ,LT a CAIAWBA COUNTY I IEAI TE I DEPARTMENT -c '- ' PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES SY Residential Building Plan Review- Building New IMPROVEMENT-AUTH_CONST- NEW WELL 12 *Removed Contractor/Contact *NEST HOMES LLC (ERIC WOOD),PO BOX 3965,MOORESVILLE NC 28117 H:98033748138:7042084251 C:7044339947 HOME:9803374813 OTHER:9805001226 1DUBOIS@NESTH OMES.COM Applicant *HELMSMAN HOMES,LLC,236 RACEWAY DR,MOORESVILLE NC 28817 B:7043636038 C:7044028594 STACIM1VESTERc GMAIL.COM NAME TO APPEAR ON PERMIT Helmsman Homes LLC SITE ADDRESS: 5923 IIARWELL RD,CATAWBA NC 28609 PIN# 378002953902 NAME of SUBDIVISION: HARWELL FARMS Lot# 1 Section/Block PROPERTY SIZE: Square Feet Acres 2.45 DIRECTIONS: HWY 10 E,MURRAYS MILL RD,SHERRILLS FORD RD,LOWRANCE RD RIGHT HARWELL RD ON RIGHT PRIMARY CONTACT: Applicant SEWER TYPE: Septic Tank GALLONS Y: 480 WATER SUPPLY: Private Well DESCRIBE WORK: 8/3/22 REVISED TO SESSION LAW 2022-11 IP AND COUNTY ISSUED AC AND WELL 12/2/21 transfer to Helsman Homes per Allen VanNoppen Nest Homes "SESSION LAW" New 72x 60 SFR IP only will be issued until property subdivision is recorded SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is"YES",then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? No Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? No APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: Single Family Residence OTHER DESCRIPTION: DESCRIPTION OF EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 8 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 72 X 60 #OF NEW BEDROOMS:: 4 BASEMENT? No BASEMENT FIXTURES? No PLUMBING REQUIRED? Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: YES ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: Other described: APPLICATION FOR WELL CONSTRUCTION PROPOSED WELL TYPE: Individual Well REPLACE WELL?: NO elsapplkauun 08/032022 0921 Page I of 3 i CATAWBA COUNTY Case# RBPR-06-202 I-3805 t la Public health Department Subdivision HARWELL FARMS 378002953902 s/ Environmental Heaflth Division PIN# PO Box 389, 100•A Southwest Blvd,Newton,NC 28658 Vittit 5- NAME ON PERMIT: 11ELMSMAN HOMES LLC 'Nest Homes LLC (Eric Wood) Site Address: 5923 HARWELL RD,CATAWBANC 28609 Property Size: Square Feet Acres 2.45 DIrections: HWY 10 E,MURRAYS MILL RD,SHERRILLS FORD RD,LOWRANCE RD RIGHT HARWELL RD ON RIGHT Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years);with complete plat =without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid.An Authorization to Construct issued for septic repair is valid for 60 months(5 years).Permits may be revoked if the information on this applicationisite plan changes or if the intended use for the proposed facility changes. Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the property or legal agent of the owner. Date: Signature of Applicant or Agent If you need further information or assistance please call 828-465-8270 AREA3 FEENAME DATE FEE AMOUNT Authorization to Construct Fee (New/Expansion) 06/16/2021 $300.00 Fee Improvement Permit Fee 06/16/2021 $150.00 Well Permit&Inspection Fee 06/16/2021 $300.00 Authorization to Construct Fee(New/Expansion) 08/03/2022 $300.00 Fee Improvement Permit Fee 08/03/2022 $150.00 TOTAL FEES $1,200.00 FEES ARE NON-REFUNDABLE ONCE A SITE VISIT IS MADE OR WORK ON A PLAN REVIEW HAS COMMENCED SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) ehapplicatinn OR/03/2022 09:2I Page 2 of 3 Catawba county RECEIVED public Health 11 �t v�� Application for Environmental Health Services JUL 2 9 2022 '� �,,0 THIS IS NOT A PERMIT � i Application is for: ❑New Construction ❑Existing Facility Flvi1 OrTR18nta1 HAa1th- ❑x Improvement Permit Authorization to Construct rkjNew Septic ❑Septic Repair/Malfunction ❑ Septic Relocation ❑ Septic Expansion ❑ Existing System Inspection or Reconnection ❑New Well ❑ Replacement Well ❑Well Abandonment ❑Well Repair Property Address 5923 Harwell Road Acres 2.444 Subdivision Lot# 01 Driving Directions to Property From Catawba Town Hall Head south on 1st St NW toward W Central Ave.Turn right onto 1st Ave SW Turn left onto 2nd St SW Continue onto Rosenwald School St,Slight right onto Lowrance Rd,Turn left onto Harwell Rd Describe work new single family,2 car,4 bed,2.5 bath Applicant Name Moriah Collins Applicant Address 116 Gasoline Alley, STE 105, Mooresville,NC 28117 Phone 704-993-7168 Email mcollins@helmsmanhomes.com Owner Name Helmsman Homes, LLC Owner Address 116 Gasoline Alley, STE 105, Mooresville,NC 28117 Phone 980-500-1251 Email permitting@helmsmanhomes.com Contractor Name Contractor Address Phone Email Name to Appear on Permit? Q Owner ❑Applicant ❑Contractor Who will be the Primary Contact? ®Owner ❑Applicant ❑Contractor Proposed New Construction-Residential Primary Residence Q New Residence ❑ Addition to Residence #of New Bedrooms*t 4 #of Occupants 8 Project Description new single family,4 bed,2.5 bath.2 car Structure Dimensions,also specify dimensions of decks&porches _ (Choose One) ❑ Basement 0 Crawl Space ❑x Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' 0 Yes ❑X No Accessory Dwelling #of New Bedrooms*t #of Occupants Structure Dimensions (Choose One) ❑Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes 0 No Retaining Wall>2' ❑ Yes ❑ No Accessory Structure(s)Describe Structure(s)Dimensions Plumbing ❑Yes ❑No Describe Plumbing Needed (Choose One) ❑Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure*t #of Occupants Structure Dimensions (Choose One) ❑ Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' 0 Yes 0 No Well Construction/Abandonment/Repair Proposed Well Type ❑ Individual Well ❑ Semi-Public Well ❑Community Well Abandonment Type ❑ Drilled ❑ Bored ❑ Dug ❑ Unknown Well Repair Requested ❑Yes ❑No Describe Will Certified Well Contractor Install Water Line or Electrical Line from Well Head to Pressure Tank?❑Yes ❑No Environmental Health Catawba County Government Center,25 Government Drive I PO. Box 389, Newton, NC 28658 Phone: (828)465-8270 I Fax: (828)465-8276 I EHAdmin@CatawbaCountyNC.gov Existing Structures on Site Describe Structure Dimensions #of Bedrooms* #of Occupants Basement ❑Yes ❑ No Basement Plumbing ❑Yes ❑ No Existing Water Supply ❑ Individual Well ❑Shared Well—Number of Connections ❑Community Well El County/City/Township Water Line Is a public water supply available? ** ❑ Yes El No Commercial El Proposed New Construction ❑ Existing!Change of Use El Repair Food Service Specify Type #Seats Dining Area(Sq. Ft.) #Employees per Shift #of Shifts Church #of Seats Daycare❑ Yes El No #of Children #of Employees per Shift #of Shifts Commercial Kitchen ❑Yes El No Residential Kitchen El Yes ❑No Daycare#of Children #of Employees per Shift #of Shifts Business/Other Specify Type Structure Dimensions Retail Floor Space #of Employees per Shift #of Shifts Other Information Calculated Design Flow,Commercial t (This value will be determined by EH staff) The Applicant shall notify the local health department upon submittal of this application if any of the following apply to the property in question. If the answer to any question is"yes",applicant must attach supporting documentation. 0 Yes 0 No Does the site contain any jurisdictional wetlands? ❑Yes 0 No Does the site contain any existing wastewater systems? ❑Yes 0 No Is any wastewater going to be generated on the site other than domestic sewage? O Yes Di No Is the site subject to approval by any other public agency? ❑Yes El No Are there any easements or right of ways on this property? Describe If applying for an Improvement Permit or Authorization to Construct,Please Indicate Desired System Type(s): (systems can be ranked in order of your preference) ❑Accepted 0 Alternative 0 Conventional 0 Innovative 0 Other ES Any *Any room that will be intended for sleeping at the time of construction or for future consideration should be noted as a bedroom and counted on all applications.The number of bedrooms will be confirmed by rooms identified on floor plans as a bedroom at the time of building permit issuance. This may prevent the need for septic system expansion in the future. t If structure is plumbed but has no bedrooms,calculated design flow will be determined by EH Staff. ** If No,a well permit must be issued with the Authorization to Construct. RETRIP TO THE PROPERTY AND/OR SYSTEM REDESIGN WILL INCUR AN ADDITIONAL CHARGE(SEE FEE SCHEDULE) Environmental Health soil/site evaluations require digging,augering,and/or probing into the ground. Property owner/applicant is responsible for marking all underground utilities, including but not limited to:underground power,cable,telephone,gas, water lines,and irrigation systems/sprinkler systems.Catawba County Environmental Health is not responsible for damage to unmarked utilities. Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years); with complete plat=without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid.An Authorization to Construct,issued for septic repair is valid for 60 months(5 years). Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes.Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements. _ I have read this application and certify that the information provided herein is true, complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the property or legal agent of the owner. Signature of Owner or Legal Agent 4d4 ut4- Date 08-02-2022 Printed Name of Owner or Legal Agent Moriah Collins PRELIMINARY FOR REVIEW ONLY NOT AN ACTUAL SURVEY* / THIS PLOT PLAN WAS DRAWN FROM EXISTING PLATS AND/OR DEEDS ANDA FULL SURVEY Nst WAS NOT PERFORMED AT THIS TIME.ACREAGES AND DISTANCESARE SUBJECT TO AN ACTUAL SURVEY.A FULL TITLE SEARCH HAS NOT BEEN PERFORMED. J 0 4 �Da� f Z f 40,0.01 or co / /// �� x \ /// f / opy N. \ / \ s f / \ `)i, F -- 916 411 _` \ S, \ �_ b \ h \ H B,9 69 \ \ \ \ \ LINE IBEARINO T DISTANCE L I 5 31'091 34T E 31.52' L2 N68'4251-W 3804 NOTES: APPROXIMATE STRUCTURAL/IMPERVIOUS COVERAGE: BOUNDARY DATA WAS COMPUTED FROM DEEDS/PLATS AND SURVEY HAS NOT BEEN PERFORMED AT THIS TIME. TOTAL PROPERTY AREA:106,486 SF,2.444 AC. PROPOSED DWELLING AREA 1.688 SF.0 038 AC. REFERENCE: PROPOSED DRIVEWAY/SIDEWALKAREA:2,717 SF,0.062 AC. APPROXIMATE STRUCTURAL COVERAGE 1.888 SF.0 038 AC.I 58% BEING ALL OF LOT 1-HARWELL FARMS-AS RECORDED IN P.B.82.PG. APPROXIMATE IMPERVIOUS COVERAGE:4.403 SF,0.100 AC,4.13% 197-GASTON COUNTY REGISTRY THE SUBJECT PROPERTY IS NOT IN A PROPERTY IS SUBJECT TOANYANO ALL ZONINGAND PLANNING 'SPECIAL HAZARD AREA-AS SHOWN ON ORDINANCES.EASEMENTS.RIGHTS-OF-WAY.AND RESTRICTIONS OF HUD/FLA FLOOD INSURANCE RATE MAP RECORD. COMMUNITY PANEL NUMBER 3 7 1 037130 0 0J EFFECTIVE DATE 09/05/2007. SETBACKS: 0 80 160 240 PROPERTY CURRENTLY ZONED:R-40(CATAWBA COUNTY) _ _ WOMEN - MI NO IMII IMMI PROPERTY SUBJECT TOA 30'FRONT YARD(FY).15'SIDE YARD(SY).301 REAR YARD(RY)AS PER CATAWBA COUNTY ZONING ORDINANCE. Plot Ran Far: PROPERTY LIES WITHIN WATERSHED OF'WS-IV PA'. Helmsman Homes 0" LEGEND DRAWN BY:IDY OEOIED BY:A VE Homes SCALE:1 - 60' FY FRONT YARD SETBACK J O R DA N PIN N0:3180-0295-1902 RY REAR YARD SETBACK SY SIDE YARD SETBACK46 GRANT DEED REF 3697-1356 RAN RICH OF WAY ENGINEERING•SURVEYING•PLANNING DATE MAP'01-2147 SURVEY DATE: P.B. PLAT BOOK JORDAN GRANT&ASSOCIATES.PLLC REVISION:01-25-22 DRAWING FOE:20211067_01-21-22 P.O.BOX 151•STATESVILLE,NC 28687 D.B. DEED BOOK Matt.GrantOjordan-grant.con (704)928-7919 5923 Harwell ad.,Catawba,NC 28609 PG. PAGE FIRM#P-1227 Catawba TwsW-Catawba Canty•NorB,Cardin SOIL & FORESTRY SERVICES OF THE CAROLINAS, PA July 29,2022 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 is being submitted pursuant to and meets requirements of GS 130A- 335(a2)." i Owner/Buyer: Helmsman I-lomes,I.LC r Signature: / 41r- Wendell Overby, LSS Signature: (.Lyiez -1.1(:)uo�z.4y Seal: Q p SOIL sC' , County: Catawba IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/5L2022-11 PIN/Lot Identifier: 378002953902 Issued To: Helmsman Homes, LLC Property Location: 5923 Harwell Road Subdivision: Harwell Farms Lot#: 1 Block: Section: LS5 Report Provided: Yes❑J No❑ If yes,name and license number of LSS: Wendell Overby New 0 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:D domestic ❑high strength ❑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 ❑✓ No If yes,please specify details: Type of Water Supply:Q Private well ❑Public well ❑Municipal Supply ❑Spring ❑Other: Drainfield location meets requirements of Rule.1945: Yes No❑ Drainfield location meets requirements of Rule.1950: Yes l 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 Licensed Soil Scientist Print Name: Wendell Overby G(� C� 6 Licensed Soil Scientist Signature: Date: 7/29/22 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 fir TV-IF r.ARCIL.INAFi, 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, Lot#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 DI-IHS, 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: dbeckCa�helmsmanhomes.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 A 40 0 LINE LTAR SYSTEM REDUCTION TRENCH LENGTH GPD/FT2 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 g� 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 LIAR 0.275 Accepted LTAR 0.37 \ ti- O, \ RELanve TO \ 0.6 IJ45.Pq.677 4 • 2-5 \ C. O O `. C) c D \ 0- .�� . I A0 \ II n \ O n D \ r m \ o • \ �� O T -, ,_ Z--P a m \ 0 0 O. 0` od +^ Z a CD 0113 1 •-...) to / J F...11 r \ j 0 0 p Co .(C. Cur n -ata00 / I co rp \ (-1 cr,, . N `d\ 2), kC,',4 - r,, •_< ,,,, L - ID 'vO.� -p \ ONtPQ ' ,\.) ... .0t .., W NNN (!1 J 0_, ON/ p p v D X O O C I s O \ b Q I I--� �= N. V i /11 z� s o 55 ��0L ' \ 1 / \' `per \ Lcy1 \ i :RIM TITLE. PROJECT.... - G 3 O v G ..J% ^.On... ® Soil & Forestry Services of the Carolinas. PA > e: `J SEPTIC SYSTEM LAYOL'T 5923HAREWELLROAD IQL I FIREITRI PO Box 832-Mooresville, NC 281 15 $ ' Ti SKETCH MAN 8 1 < °,“0,..r..r...�..• . .A i www.soilandforestryservices,corn 53, 55, 57, 59, 96 --1► r � Mighty-Mate/Flow-Mate .- _ 6 Considered one of America's most popular sump pumps.This 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 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 O G3 J U- /_��J�\ LLI 0: r o a '•• 2 3 (n APPLICATIONS: -• Water transfer • Sump and effluent systems OPTIONAL*PUMP STAND P/N 10-2421 .,r "Easy assembly" • Reduces potential clogging by debris pump 8dishartc pipe • Light commercial 1044not matuded) • Replaces rocks or bricks under the pumpr • New sump and residential construction • Made of durable,non-corrosive A85 • Raises pump 2"(5 cm)off bottom of basin • Provides the ability to raise intake by adding ,��',r. SPECIFICATIONS: sections of 1-1/2"or 2"(0N40 or DN50)PVC piping 4 fit' i� • Attaches securelytopump �, • 1-1/2"NPT discharge • Accommodates sump,dewatenng and effluent IA • 3/10 HP(53,55,57,59),1/2 HP(98) applications -\► r?t • Available in automatic or nonautomatic NOTE:Make sure float is free from obstruction. 11 � 1/2"• (12 mm)spherical solids capacity "Fits series49,50,63,70.95,98, 130,140 and 150 • Thermoplastic or cast iron base ' • Thermoplastic or cast iron impeller • bronze construction available(55/59 series) o`cc For more information,see Technical Data Sheets FM2778, LLI w FM2779. ill' PUMP PERFORMANCE CURVE MODEL 53/55/57/59/98 11111111 25 a ¢ w 6- 20 U 2 ''............--------7.--- N 4 15 0 4— 98 J - - r J Q 10 - _ 53i55/57/59 A* 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 o All rights reserved. ZOELLER PUMP CO. l 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 Ow Lot#(if applicable) 1 z_ Business (if applicable) Helmsman Homes, LLC w Contact Dustin Beck Phone 828-446-8752 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 LTAR 0.275 cc Repair Type PANEL BLOCK Q Panel Vertical or Horizontal HORIZONTAL w Repair Distribution LPP cc 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. Dosing Volume 201.12 gal. 2 Tank Draw Down 9.6 in. Pump Run Time 5.00 minutes 2 Elevation Head 5 ft. Pressure Head 2 ft. >- Friction Factor 2.25 ft./100 ft.(From the interpolater) (I) 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 CO 1 IP byy w, �� +NNN S NI •� SS o /1,y%/I�/://I/�I�". 1. 8 8 t t t ' 011 /4 Iliv NW l rn co w co c N X d -r I CI \ 1 h.45.6,C4,1 . -r . /40040."-*T. voil.4 fir A 1 41,_74 p ...\ no „ It. ,,,,ti g lb AN lb/ .. . ... ii I i. & \ Sheet 1 of 2 PROPERTY ID#: 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 I PROPERTY RECORDED: No WATER SUPPLY: Private xjWell Spring Other EVALUATION METHOD: ❑Auger Boring DX Pit ❑Cut TYPE OF WASTEWATER: xlSewage industrial Process ❑Mixed P SOIL MORPHOLOGY OTHER R (.1941) PROFILE FACTORS O .1940 F LANDSCAPE HORIZOIN L POSITION/ (IN.) .1942 I._ SLOPE% 1941 .1941 .1943 .1956 .1944 PROFILE Jr STRUCTURE/ CONSISTENCE/ WE SOIL 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" N/A .275-.3 35-48 R CL WMA/S Fr SS SP f SAP 0-10 Y SL WFGr Fr SS SP 10-37 R C WMA/S Fr S SP 2 1 1, 37-48 R CL WFS Fr SS SP few ROCK NIA 1' N/A .275-.3 0-10 YB SLWFGr Fr SS SP 10-48 R C WMAIS Fr S SP L 16",;, N/A - 0-4 B SL WFUr Fr SS SP 4-33 R C WFS/A Fr S SP 4 1. b,,,, 33-48 BR CL WFS VFr SS SP c SAP NIA 48 \ N. 0-7 B SLWFGr Fr SS SP 7-26 RCWMA FrSSP SO1t 5 26 ROCK t sr. DEL 4A \A J-{;4" 4o OT RCIaf1R9'(+ .a !DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM SITE CLASSC)X'I15]} r PS H Available Space(.1945) 436 291 EVAFif7[TE8'61: Overby System Type(s) ACCEPTED EIPPBPS OTHER(S)PRESENT: Site LIAR .275 .275 COMMENTS: Updated February 2014 Sheet 2 of 1 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/ (IN.) .1942 E SLOPE% 1941 .1941 .1943 .1956 .1944 PROFILE SOIL M 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 L/6% 32 Cr N/A 32 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 44 N/A .2-5- 44 Cr 0-18 YB SL WFGr Fr SS SP 18-48 R C WFS Fr S SP 8 L/6% few YB MOT \ \ I• N/A COMMENTS: Updated February 2014