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HomeMy WebLinkAboutEHPR-07-2022-41587.TIF • THIS IS NOT A PERMIT Case# EHPR-07-2022-4 1 5 87 d t l y CATAWBA COUNTY HEALTH DEPARTMENT 447:: PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES sm Environmental Health Plan Review-OSWP IMPROVEMENT Applicant MARTENRAY HOLDINGS LLC (NICK MARINELLI). 114 MORLAKE DR SUITE 103,MOORESVILLE, NC 28117 NICK@LANDANDLUXURY.COM NAME TO APPEAR ON PERMIT MartinRay Holdings LLC (Nick Marinelli) SITE ADDRESS: 4490 SPRINGS RD,CONOVER NC 28613 PIN# 373411752255 NAME of SUBDIVISION: Spring Farms Lot itg Section/Block PROPERTY SIZE: Square Feet 24,393.60 Acres •56 DIRECTIONS: Corner of Springs Rd and Hall St. PRIMARY CONTACT: Applicant SEWER TYPE: Septic Tank GALLONS PER DAY: 360 WATER SUPPLY: Public Water DESCRIBE WORK: IP for subdivision 5eSSIAN lAsAJ 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? No Are there any easements or right-of-ways on this property? Yes Property Easements Description: driveway APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: House OTHER DESCRIPTION: DESCRIPTION OF EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 6 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 46 x 60 #OF NEW BEDROOMS:: 3 BASEMENT? No BASEMENT FIXTURES? No PLUMBING REQUIRED? EMPLOYEES PER SHIFT: NUMBER OF SHIFTS: TOTAL EMPLOYEES: SEATING CAPACITY: TOTAL FLOOR SPACE(SQ FT): Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: YES Other described: chapplicatuon 07707/2022 14:56 Page I of 3 $01011rs• CATAWBA COUNTY Case 4 EHPR-07-2022-41587 Public Health Department Subdivision Spring Farms et Environmental Health Division PINtf 373411752255 PO Box 389,100-A Southwest Blvd,Newton,NC 28658 NAME ON PERMIT: MARTINRAY HOLDINGS LLC (NICK MARINELLI), 114 MORLAKE DR SUITE 103,MOORESVILLE NC 28117 MartinRay Holdings LLC ( Nick Site Address: 4490 SPRINGS RD,CONOVER NC 28613 Property Size: Square Feet 24,393,60 Acres .56 Directions: Corner of Springs Rd and Hall St. 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. Date: Signature of Applicant or Agent l f you need further information or assistance please call 828-465-8270 AREA2 FEENAME DATE FEE AMOUNT Improvement Permit Fee 07/07/2022 $150.00 TOTAL FEES 5150.00 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) ehapplicali n 07/07/2022 14:56 Page 2 of 3 County: catawba IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/S1.2022-11 PIN/Lot Identifier: 373411752255 Issued To: MartinRay Holdings, LLC Property Location: 4480 Springs Road Subdivision: Spring Farms Lot#: 9 Block: Section: LSS Report Provided: Yes ✓❑ No❑ If yes,name and license number of LSS: Wendell Overby New Q Repair❑ Expansion 0 System Relocation 0 Proposed Structure: single family residential Proposed Wastewater System Type: accepted (Initial) drip (Repair) Fill System:❑Yes p No If yes,specify:0 New 0 Existing (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow: 360 GPD Proposed LTAR(Initial): .275 Proposed LTAR(Repair): •1 Design Wastewater Strength:0 domestic 0 high strength ❑industrial process Number of bedrooms: 3 Number of Occupants: 6 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:0 Private well 0 Public well I:3 Municipal Supply 0 Spring 0 Other: Drainfield location meets requirements of Rule.1945: Yes❑✓ No 0 Drainfield location meets requirements of Rule.1950: Yes p No 0 Permit valid for:ElFive years[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7p)] Permit conditions: n/a Licensed Soil Scientist Print Name: Wendell Overby Licensed Soil Scientist Signature: G ut4 t' 444,, Date: 7/11/22 The US evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* lir SOIL & FORESTRY SERVICES OF THE CAROLINAS, PA July 8,2022 Catawba County Environmental Health Attn: Robbie Phelps 25 Government Drive Newton,NC 28658 Re: Improvement Permit Submittal for Spring Farms Lot 9 (@4480 Springs Rd- Conover) Mr. Phelps, Attached please find sealed soil notes as well as site plans and design related data for a 3- 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)." Owner/Buyer: MartinRay Holdings, LLC Signature: 4;2---------- Wendell Overby, LSS Signature: w¢n:cx 6%44, , 14,e4p SOIL SC>,: .. Seal: (f -�) •IxAm '' °��`�'"` (474: : „ - .c% cat awba county RECEIVED Application for Environmental Health Services J U L - ;13 222 THIS IS NOT A PERMIT Application is for: KNew Construction ❑Existing Facility Improvement Permit ❑Authorization to Construct rnv ronmental Health EirsiNew Septic ❑ Septic Repair/Malfunction ❑Septic Relocation ❑Septic Expansion ❑ Existing System Inspection or Reconnection 0 New Well t_iij ❑ Replacement %ell ❑Well Abandonment ❑Well Repair t, St-7 Property Address it I 60 Acres Subdis ision Lot# - 4 Driving Directions to Property (A. rlAv ed. J Describe Rork Applicant Name m 421gAtllaL(,L A licant Address t PP l�� +'rlor l4 '�� �.t;Ar 105 Wilertesdtk— /ILL Phone 7o'/- (PZZ-2777, ' Email 17 te,r .3"/arilanc{ Iu ,it1. fit, 1 Owner Name e4,.,,,,R ore, pJra.�.tr— Owner Address Alfa. +,, Phone Email Contractor Name Contractor Address Phone -1 Email Name to Appear on Permit! Owner ❑Applicant ❑Contractor Who will be the Primary Contact) Owner ❑Applicunt 0 Contractor Proposed New Construction-Residential Primary Residence 4 New Residence 0 Addition to Residence #of New Bedrooms't #of Occupnnts Project Description Structure Dimensions,also specify dimensions of decks&porches ct< XGD IChoase One) ❑Basement 0 Crawl Space clio Slab If Basement, Will Then:Be Water Using Fixtures In Basemen! ❑Yes 0 No Retaining Walt>2' 0 Yes ❑ No Accessory Dwelling of New Bedroom st It of Occupants Structure Dimensions (Choose One) 0 Basement ❑Crawl Space 0 Slab If Basement,Will Then:Be Water using fixture~In Basement 0 Ye. 0 No Retaining Wall>2' ❑ Yes ❑ No Accessory Structure(s)Describe Structure(s)Dimensions Plumbing 0 Yes 0 No Describe Plumbing Needed__ (Chose One) 0 Basement 0 Crawl Space ❑ Slab II Basement. Will There Be Water i king Fixture. In Basemen' ❑Ye' 0 No Retaining Wall>2' 0 Yes 0 No Multi-Family Residence l=of Apartments *Bedrooms per Apartments 1 otal k Redroo,n.in Stnielure't r of Occupants Structure Dimensions (Choose One) ❑ Basement ❑Crawl Space ❑ Slab If Basement.Will llere Be Water Ilsi m I inures In Basement ❑Yea 0 No Retaining Wall>2' 0 Yes 0 No Well Construction/Abandonment/Repair Proposed Well Type ❑ Individual Well ❑Sehni-Public Well ❑ Community Well Abundonnent type ❑ Drilled ❑ Bored D Dug ❑ Unknown Well Repair Requested 0 Yes 0 No Describe Will Certified Well Contractor Install Water Line or Electrical Line from Well lleud 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 El Community Well County/City/Township Water 1 Is a public water supply available?** E3 Yes ❑ No Commercial El Proposed New Construction ❑ Existing/ Change of Use ❑ Repair Food Service Specify Type #Scats Dining Area(Sq. Ft.) #Employees per Shift #of Shifts Church #of Seats Daycare❑ Yes ❑ No #of Children k of Employees per Shift #of Shifts Commercial Kitchen ❑ Yes ❑ No Residential Kitchen 0 Yes El 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 stuff) 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 ❑ Yes ( No Does the site contain any jurisdictional wetlands? ❑Yes (E3 No Does the site contain any existing wastewater systems? 0 Yes p No Is any wastewater going to be generated on the site other than domestic sewage? aYes 0 No Is the site subject to approval by any other public agency? nl tit' Fa Yes CI No Arc there any easements or right of w ays on this properly? Describe e� Y►r `+ 2rG `�f If applying for an Improvement Permit or Authorisation to Construct, Please Indicate Desired System Typc(s): r/ (systems can be ranked in order of your preference) 0 Accepted 0 Alternative 0 Conventional ❑ Innovative 0 Other IV 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 coin on all applications.The number of bedrooms will be confirmed by rooms identified on floor plans as u bedroom at the time of building pen issuance. This may present the need for septic system expansion in the future. t If stnicture is plumbed but has no bedrooms, calculated design floss will be determined by EH Staff. ** If No,a well permit must be issued with the Authorisation 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 respous 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 uaunarked utilities. Completed applications arc valid for a period of 2 years Improvement Permits arc valid:with complete site plan=60 months(5 years): with complete pleat=without expiration. An Atthoriiatton to Construct will remain►alid as long as the Improvement Permit is valid An Authorisation 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 arc altered 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. Authori,ed county and st officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. understand that 1 am solely responsible for the proper identification and labeling of all property lines and corners and making the si accessible so that a complete site es aluation can be performed. The undersigned is the owner of the property or legal agent of the owner. Signature of Owner or Legal Agent Date Printed Name of Owner or Legal Agent - /4-42zi ItLyi T_ _ - ( 4 Catawba county public health The North Carolina Department of Health and Human Services,Division of Public Health, issued a position statement on July 24,2018 pursuant to Session Law 2018-114(HB374)Sections 9 through 12 regarding the Implementation of Session Law Provisions. The completion of this form is necessary to conform with the requirements. The NC Licensed Soil Scientist("L55")entity through his/her signature below makes the following statements: 1. The ISS Evaluation attached to this application is to be used to produce design and construction features for permitting in accordance with SL 2018-114 Section 11.(c). 2. The LSS Evaluation is being submitted pursuant to and meets the requirements of 5L 2018-114 Section 11.(c). 3. The LSS maintains an errors and omissions liability insurance policy issued by an insurer,as required by North Carolina State Law, in an amount commensurate with the risk of performing the work referenced herein. Property Address: Lot#9-4480 Springs Road,Conover NC 28613 Signed this 17 day of June . 20 22 to SOIL SC BY: 4#1.44... ' SEAL 7:9-‹ ;Printed Name: Wendell Overb � rNorth Carolina Licensed Soil Scientist Mailing Address: 813 Davidson Dr NW Concord NC 28025 ti n Office Number: 980-439-5007 Cell Number: 704-239-2001 Email address: sfsconcordnc(c�gmail.com Acknowledged by Owner/Owner's Legal Representative(Circle correct one.) If signed by owner;s-te al re sentative,the appropriate legal documentation must be attached hereto. By: Printed Name: ick Marinelli for MartinRay Holdings,LLC Mailing Address: 114 Morlake Dr„ Ste 103 Mooresville.NC 28117 Office Number: (RE164.400444eC, Cell Number: 704-622-2772 Email address: nick@landandluxury corn catawbacountync.gov Environmental Health (otowbo County Governrr.enl (enter 25 Government Drive I PO Box 389 I Newton N( 28658 1878.465 8210 MAKING. LIVING. BETTER. SOIL & FORESTRY SERVICES OF TI4L CAI-2OLINAS. F A A design for a 3 Bedroom ACCEPTED Septic System using MANIFOLD distribution for Spring Farms, Lot#9 Contents: Page Information for the Installer-------------------------------------------------------------______—. 1 Design Information Design Specifications 2 Layout Specifications— -------------------------------------- 3 SystemFlow------------------____-- ------------_—_____ 4 Site Plan------ --- -- -------______ 5 Pump Specifications W__________--___________ 6 Calculations—__________________________—______—_________________—_— 7 Pressure Manifold Specifications — ---------------- 8 Soil Descriptions — --- ------- 9 Jul 2022 Design By: Wendell Overby Spring Farms, Lot#9 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 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. * 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 DRIP IRRIGATION type using DRIP IRRIGATION distribution * System trench depth specified at 13" * System requires 10" soil cap of county approved material * System trenches installed on 9' minimum; 3'wide trenches Spring Farms, Lot# 9 PRESSURE MANIFOLD DOSED SYSTEM FOR WASTEWATER TREATMENT Business (if applicable): MartinRay Holding, LLC Contact: Nick Marinelli Phone: 704 622-2772 Email: nick(c landandluxury.com County: Catawba Location: Spring Farms Design Specifications Source of Wastewater Flow: 3 bedroom home Estimated Daily Wastewater Production: 360 gpd System Flow: 28.44 gpm Drain field Size: 328 If Lateral Length Required: 327 If Loading Rate: 0.275 gpd/ft,` Trench Depth: 13 in Trench Width: 36 in Total Area Trench Bottom: 984 sf Septic Tank Size: 1000 gal Pump Tank Size: 1000 gal Estimated Supply Line Length: 190 If Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 27.93 gal Dosing Volume: 149.93 gal Pump Draw Down': 7.1 in Pressure Head: 2 ft Friction Head: 3.08 ft Elevation Head: 8.00 ft Total Dynamic Head: 13.39 ft Threaded Union: In Tank Gate Valves: 1 in Tank: 1 @ manifold Check Valves: In Tank Anti-Siphon Hole: n!a Zoeller Model 75 Recommended Pump: or County Approved Effluent Rated Pump Capable of Delivering 13 ft.of Head at 28 gpm Total Flow Spring Farms, Lot#9 LAYOUT SPECS Daily Flow(gpd) 360 Jul 2022 LINE# FLAG BS HI FS ELEV FLAGGED DESIGN COLOR — — — LENGTH LENGTH TBM 0.0 100.0 INSTR. 1 100.0 SYSTEM 1 Red 4.2 95.8 84 80 2 Orange 5.0 95.0 84 80 3 Yellow 6.1 93.9 84 84 4 Blue 7.0 93.0 84 84 REPAIR SUBSURFACE DRIP IRRIGATION LINE LTAR SYSTEM REDUCTION TRENCH SOIL LENGTH GPD/FT2 TYPE TYPE DIST DEPTH CAP SYSTEM 328 0.275 ACCEPTED 25% MANIFOLD 13 10" REPAIR 1800 0.100 DRIP 0% DRIP 6 0 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 Spring Farms, Lot# 9 SYSTEM FLOW PRESSURE MANIFOLD DESIGN SPECIFICATIONS Line# Color Elev Length Hole Size Flow/Tap ppd Trench Area Flow/Line Line LTAR 1 Red 4.2 80 SCH 40 1/2 7.11 90 240 0.089 0.375 2 Orange 5.0 80 SCH 40 1/2 7.11 90 240 0.089 0.375 3 Yellow 6.1 84 SCH 40 1/2 7.11 90 252 0.085 0.36 4 Blue 7.0 84 SCH 40 1/2 7.11 90 252 0.085 0.36 total feet= 328 gal/min = 28.44 Design Flow 360 Pump Run to Dose 360 gpd= 12.66 Soil LTAR 0.275 Accepted LIAR 0.37 . .. ..... 6 p, ....--7?-, \ . ip, ...,..... 65 �. 0 � L6 5ii 0 - ii .. ...,:-.:. - 4.4.0 ..- • 0 ..t.‘.4_,... ...__. A, -�,: CP o y 0_ G�, 7- I1,000 G ry TANKS tA: NKIC W' D. . REPAIR N, •...?. 14 a• tO. 3is Cc 4\1\ CP Ir• U) O) CO x O J is) 0 co9 0 52' a 27 P.MANIFO r 411". • GRAPHIC SCALE 1" = 40' LO T 9 40 0 40 B0 tommoi l r S(litheiI-. 1YTL P�QRA� ttI< FUIEITl1 d13 Deride=DrAW�P1! IAP GTAWBA ic IEIYUat Coaxed 1C 7!025 JULY _TFi OANCIL.iAIN M i 49 -} 73, 7 a Water Builder �, 1: iir - Series This compact,robust pump fits into The Models and 7 offer smaller sump basins.Thefactory-set ilPaccessible quality for the cost float switch is setto maximize pump conscious.These submersible range while ensuring no float hang- pumps are designed for use in residential or lightcommercial ups. The sturdy pump base keeps dewatering applications larger debris from clogging the and can be used to transfer pump and prevents the pump from moving around the pit. groundwater or effluent. The pump includes a cast iron motor housingwith a corrosion-resistant,baked-on enamel C finish and is designed to provide great heat dissipation C from the motor,ensuring a long service life. r e ,,, GPI �4 Q 11 or or I- C APPLICATIONS: —/ APPLICATIONS: m • Residential sump /� • Water transfer / - • New construction sump .111:1uJII,]4AIM •• Sump and dewatering systems �-l1ll1�]�I:a • New sump and residentialNOr SPECIFICATIONS: � ��� construction ;; • 1-1/2"NPT discharge • Mechanical float SPECIFICATIONS: • 1/3 HP(Model 73)and 1/2 HP(Model 75) • Available with 10'(3 m)power cord • 3/8"(9 mm)solids passing • 1 1!2"NPT discharge • For more information,see Technical Data Sheet FM2777- Thermally protected motor • Available with 10'(3 m)power cord • 3/8"(9 mm)solids passing For more information,see Technical Data Sheets FM2897 and FM2849Gil CC lij PUMP PERFORMANCE CURVE MODELS 73/75 30 Cn t EL' PUMP PERFORMANCE CURVE 8— 25 MODEL 49 0 6_ 20 w 6— 20 O u Q = 15 a 15 • M 4- 0 4— Q J 2 10 0 10 a _ 75 02 5 2 73 5 • 0 I 0 5 10 15 20 25 30 35 10 20 30 40 50 60 GALLONS GALLONS LITERS 1 1 0 20 40 60 80 100 120 LITERS II 0 801 FLOW PER MINUTE 018111 FLOW PER MINUTE "'" ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com 5 Spring Farms, Lot#9 Calculations Designer Wendell Overby Project Name Spring Farms Project# 21-1151 Project MM YYYY Jul 2022 o Lot#(if applicable) 9 u_ Business (if applicable) MartinRay Holding, LLC w Contact Nick Marinelli ~ Phone 704 622-2772 Email nickta"�..landandluxury.com County Catawba Bedrooms 3 Daily Flow 360 System LTAR 0.275 System Type ACCEPTED System Distribution MANIFOLD System Trench Depth 13 Supply Line Length 190 If. Supply Line Volume 27.93 gal. Required Feet of Line(system) 327 Repair LTAR 0.1 a Repair Type DRIP IRRIGATION Repair Distribution DRIP IRRIGATION Repair Trench Depth 6 Amount of Line from Layout 328 ft. Gallons per Minute 28.44 gpm Required Septic Tank Capacity 1000 gal. 0 Minimum Standard Tank Size 1000 gal. Lateral Line Volume 214.184 gal. a Dosing Volume 149.93 gal. Tank Draw Down 7.1 in. Pump Run Time 5.27 minutes 2 Elevation Head 8 ft. Pressure Head 2 ft. Friction Factor 1.62 ft./100 ft, (From the interpofater) Friction Head 3.08 ft. Friction Head +10% 3.3858 ft. Total Dynamic Head 13.39 ft. Pump Recommendation Zoeller Model 75 r z rri -P.WN— Z O a f�.4j /.1•/% 0000 Fi II • ® :. :•.; • II ::.. .. 41'/ r :jr-"• 71 � . Vu l 1,.---->ii z •. 1 i 1 !' V \pre 1# 1 g r , . 4,015,,•• ........ _.. vilid"\\44164), ;,. -ft , 1 - . :.4 A__ At.: ,f %\ii, . .• .. ,,A44A ... .,:ilt1 • filta , .„. %lit..., a ; -. • N 7. ' a 4' A OP \ c. a yy 4' F II i to `��1,la , ``Ny4 R Ia A Sheet I of 2 PROPERTY ID` 373411752255 COUNTY: CATAWBA SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) OWNER: MartinRay Holdings,LLC APPLICATION DATE: ADDRESS: DATE EVALUATED: 11/i0/2021 PROPOSED FACILITY: 3 bedroom PROPERTY SIZE: LOCATION OF SITE: Spring Farms Lot 9 _ PROPERTY RECORDED: WATER SUPPLY: $ivate ❑Well ❑Sprinyt lather EVALUATION METHOD: lillAuaer Boring DPit ❑('w TYPE OF WASTEWATER: ISewaae ❑Industrial Process OMixed P SOIL MORPHOLOGY OTHER R O .1940 (.1941) PROFILE FACTORS F LANDSCAPE HORIZON PROFILE 1 POSITION/ DEPTH .1942 CLASS L (IN.) .1941 .1941 SOIL 1943 .1956 1944 &LTAR E SLOPE% STRUCTURF:f CONSISTENCE/ SOIL SA PR RESTR TEXTURE MINERALOGY WETNESS! DEPTH CLASS HORIZ a COLOR 0-11 B SL WFG FR SS SP N/A 30 N/A 0.275 L/5% 11-30 R C WMS FR SS SP P13 30 ROCK 1 0-10 B L WMS FR SS SP N/A 20 N/A L/7% _ 10-20 R C WFS FR SS SP 0.1 P14 20 ROCK 0-4 DB SL WFS FR SS SP N/A 28 N/A 0.275 L/4% 4-8 R SCL WMS FR SS SP P26 8-28 R C WFS FRS P 28- ROCK 0-4 R SL WFG FR SS SP N/A 52 N/A 0.3 4-18 YB SCL WMS FR SS SP P27 18-40 R C WFS FR SS SP 40-52 RB CL WFS FR SS SP C/SAP 0-10 YB SL WFG FR SS SP N/A 0.3 U12% 10-40 R C WMS FR SS SP N/A 40 P28 40- ROCK IOTHER FACTORS(.1946): DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM SITE CLASSIFICATION(.1948): PS Available Space(.194S) 327 1800 EVALUATED BY: OVERBY System Type(s) ACCEPTED DRIP OTHER(S)PRESENT: SOIL , Site LTAR _275 ; .1 4,c. 1,NDEC4 6 A. COMMENTS: PITS 26,27 8 28 DUG 05/05/2022 i t.4' ?;' ; -a BORING 47 05/19/2022 • I i l J•• 11` 71 f(1 11 e Updated February'2014 i Sheet 2 of 2 PROPERTY ID#: 373411752255 COUNTY: CATAWBA SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all hells in full) ✓ SOIL MORPHOLOGY OTHER R (.1941) PROFILE FACTORS .1940 • LANDSCAPE HORIZON 1 DEPTH • POSITION/ E SLOPE% (IN.) 1941 .1941 .1942 .1943 .1956 .1944 PROFILE STRUCTURE! CONSISTENCE/ WETNIESS/ SOIL SAPR RESTR CLASS TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR L112% 0-10 B SL WFG FR SS SP N/A 411 N/A 10-16 BR SCL WMS FR SS SP B47 16-31 R C MMS FR SS SP 0:3 31-48 RCWMS FRSSSPFSAP 0- N/A 0- NIA • 0- VA 0 N/A • 0- NIA COMMENTS: Updated February 20)4 Flood Hazard Area Certificate 4144 nags Lbws Be Accodhp to mapping prod...by de federal Emoaney Management Agee,and / M Mo.n We 0•801 hood Medan.Pole Map(W'M)J Po.3734.Galatea ��,./ County North Carve.effect,.data %Ptenb.A 2007.the 0reprly dee.n Sf 50 " `� hren 6 not Ncg1ed erdh 0.pad.Rood hexed area. the properly Sr anti* %A .idh n on.dedp+oted Zan X-oar doe.'.Anse detemhed I.be out.. U.07X dead Menu baseldeni does oulsld blare cddlfld.1X sweet , { anon*thadpan. le RR 1 Water Supply Watershed Certificate: / A°' PRELIMINARY PLAT. Fa the best 01 my Moeedp.MD plat doe nal Ire within a weer supply deists.d. of d by the North Carolina Melon or / NOT FOR RECORDATION, En Mrmrntd Manage..as crown an the Watershed Proltet/d , Nap of Catawba aantx North Cbd:a. CONVEYANCES, OR SALES .SLbMd,fan Admidebofar Del. . Vicinity Mop(NTS; Notice S._ tt / .•�y • P garfy eub/ecf fo any asemnro and pint of rot d +dole { . `e' and an Nt.OT eamenn0.,1,old rights of way (d :ree •700 v,e aaonoMi.a rR.t1ro any rods day nue be disclosed by n ' / ' T® ' Note •mu. 1 de..not Mow'S9.1411 j / ' � v �. b survey plot do ann...00 .rime,S pear rndh/dwr driveway ea.emene an unrRln r;dsf,l.p',r tint rrerancu Sum 'O.' 10.wide prld.r1aM/rtNm C.nle/NM burden could.xef d this property and nol apple.Al this p N„n-aen....w.,n.r �i V�/ �•j/< ,'o 70. or rood to 20'poet R/7 en*as Horn. ...vet-awls ante or mu pot re nudes le r.•noh aw era We deep the we C �+ I anstnae or vM unr..,.d.d burdens not ninon hero,. Swea Shared pVf I 22o•..0. fo al aaa easements a',worts •m.Meal NaApoNan SoleNte bolt.(arss)woe used to '� �/ �. a. feeenent 4 '�. ens and emend From the cent wM Naand.tnk melee meteor*.o iMe g•M Warden*ovrocy . d a,accuracy �" 7+ x a/rood In 20'poet R/W Um.. mown. Mrr 79"Me ",tit , N / 7 +' following errmalke as a¢'uAlg nee 1Xn+rhMotk. Ms �g:h �"„L � r rM Beene coley Mar U6 map.a,seen Una my ' 1 ae• 'A..� crd'an barn an ale.errs mime reed.r.•rer my supe•ealn Mende 5 ar I` . . Cam ®o • and M.Iopoenp nMnplbn was used rD P'ehvm N.army �` r., • N ., } Oda of Senn. CLASS AA CP n•• P)p,ofd Arsvracy 0.05' es per/ ,.....;.ofb 'q �•& r-0 Type CPS fled r40cedarr RIK t• 's o�1Oat.of Sumer B� a , 4' O 'f0•r` `- 0,6 `• Datum/Epode:NADd3(70f1)3/JI/70)7 br \ 1„�0• a Pum0 Mod rid-Celt.use MS .c ',la'A.'1.. GEOID Mudd:2me 11 r ®'. 5 • e7 ' Unite US y feel 0099e7076 1 rtl 4 'fi® �� .L� i :'r •Area aermaed by eorda.e.eanpurafidm 1 [j b R• • . 1 .►. i •Ne NOS o-WAYS ewe Caere,Mnamrrr he'd Whin 2.oW y �g$, 1'• / Lloyd N. Propst Jr. 7odd� Ned or the.fe ` 1 s\ II l Catering E. Props! i I iplal I o / Judy P. Stevens •Lorre)ta be maned by my rotor and stdtwa&.wt:c Leigh Ann P. Blodgett sg2•• 4 aft. rma, Pg. t f06 •Prep.,M.eehn proximity per an oprfcelmw district \ 0 06 I +N 1S��j3 • / •UMW re underground. I. .'I �,p AeOrt: 'R•-m�a Dees pbohed no mere Man 30 Net wide U• 1 Ili le-- L •T•1 ngbt-of-ray old comply with NCOOr wiggler/n e d.. in„p -y' P ca=r Cur Lanes ore xared iron 1 �,e�g f 16 1 - ` 3 re 1DWDf1 1i75 edDdire. •The.w a I0 av*nge and Wiley.over..daq W Nat Ina_ Q-1 z 1 Rf"� aH N r N a O O •r rot eu.rOr or tote rJ 9• n p)n •A mel thin pat woo prepared n accordance enh a 47-30 as *-A. lo-ad E...m.ne Ip W'W ,. - 4 �\ A I hiene caddMe ot rnlsmsuurrtve Me y 0.ei:.a weawsISof ins '1in irtwe°'?pp'13 - • \ .hen the ago e1 a momrr o.cumklad 1,erns,hos ordinance t n n N 13 © dot r+pdetao party,of land Sn ._ .nt \ \ N faded MN mr :";20 2noMe'96"rlan mrmDr rid j0 a' t at ZgT 45'15701 ,.d Chin 31.r or Mar tars A.o. 1' o ,;1 fia.•w tea 0'1 - 1. \ 7S a'.. N CDDe�,X 1 ,►e ,•seD-j (p Dt01 rrDs Rm�knMa/CCr.Se!PLS t-Jt79 y,i•• \ 'a s oD' Sipe'ppn ,A4 T ri'.1R1 tea Ind j3 q?g I s �L-ensis SEAL , w�{1I ,' .. - rmte-octet "\• * t30D,i AfMej ••`1 it-• :• rm.0.e11r fee w , I 1 y 0.97 Aorr - - - }}ID' N.•. ` SW sager a W a M1 001011l' 0.21 Ace in R/w Ns. IANees otherwise h.rnled,en distance*.hen a.S)PI ..; .••: err RCP B•h..el' E wit harlsdurd ground defile a To saint-r to a'rd diaton1 .... .eyer IMF 11r��3• • combined Ixlar the proved ebtancrr by fin. - - ,'-- - 11 - 10 t^'Ik !`��t .�. — _ Review Officer Certificate t %•i:r: DrD \ Staid of Mann Cddno � �5 :.3D _..- -• [spry a Colones q.M - S.R. 1513t Realm aRxr w a la.D, �•�� V....". •Qa(r P.B. eR pV• ``Ness `\ County certify Met the now or pet m enlM Usk o.-tlRaaran le 1 b0 affixed male re elaNtry regv nets br moan., • Legend '1 1 \ 4 OM G ON wotts11Elr75 So carom THE i + V R.Mn Officer Oafs SURVFMRS NAME AND LICENSE Am WER. Z Lot 1 pro ro 0 PS............ r/2• w R SET We YELLOW ow P.H. 56, Pg. B5 •DP............CASTING NEW PIPE AS WAIN g.a0y eels. •DR............(LISTING WON MOO AS SHOWN ,, al - _ il`•-- X cP............ surer eEv PDwr 311 tnfS—alaher sm.set z 'En.' . t. . LS•''Y+=IIIt'II" S7REEi Sb20 -ant r •7. - t9• • Ii !MT POLE o s i*mpio: -X�Irs1 y�srtt d iaW NrmAN7 g Nt ab���� _• ! • RIVER uuVr ` Oswl Balers tneM I on.d ura let. ee s a:Fi # CI 1 14D I9g.N' t •c .T MI=IV ' iB PIN PARCEL VOrlr0Ga7XW NUMBER _let.t4 N 679V"SY N tP. �4•Ia�E✓7C•Y+ -91-. _ R0'.._ 'W2E Or Al CAENT — S. Certificate of Ownership & Dedication MiiM Vf ��}A� v._ EWE ter/MIELDY! rn NW fM FG210i[r R M min by raw peeoel.flat r �- m•1'E ' _ _- •%r p Mooney !J odd*eed r eta ___ _.N _i'r iiY1Fi R/w-_ MIG1407 Or MIY On aria MI awe{)of to dedpmerty1 Mon and tree..?WNW 43 ivEYE o andmy 0* /fend era)oo»edofpr nM put e e apsbne r le w C:MrM Ater �r S},IgVgyEp my Mee oet rid d6e6 IE tow SURVEYED - 80 0 B0 180 240 uW rnGr sihrrE-es ::l'l•.• • •••=1 —R 17-Or-WAR LINE Nags/P.M.Meet. PP,..noon etc.) Dole GRAPHIC SCALE - ?SET 1 - 80 -oE-01ERwEAD unurr UNE Zon in g 70tm10 R-Xl(Cata.na Count,) 1/1'rN Notary E,sdhp Serb.,. 4 Meth proles Cohan:.County Afa r Subdivision oI t 30 Fron ' Sid.- 0 h . Notary A..w Red- 30 Spring Farms r12'Ede eatery end store Os artery Neat TEQ OM .) r before a s rooKi County, NC OwClinersof Record: ManRay Holding, LLC a ...vfooff die hews hn.rmn ohm ee my ne d ne emdd..d. Deed Reference: D.B. 3736, Pg. 782 .0" �;,,agt�f Plat Reference: N/A Ll^ �J"" 7 der d. ear ae_ 2022 PIN: 3734-1175-12S5 y Job Number.2111380S3.DNG (3111380,CRD) Since 1.9 Norm Pule.— Field Work: 12-2-2021 OM OWL Nu ORME EA7 STAlESWI E NC 2b623 PROW(7114)me-teen Ny aam,nn.len ganged. Plat Date: 6-8-2022 wereboundarjedereWOOrrient oom • Catawba County Environmental Health 6.7 .92 ,4 t ENV" (P 72/ t29•5 •5293 .' . O ► RR�R O07e •5276 , *j114 127.. 6\1499 • 9 S ,00.. 2 1.24 052.: 20 1 CC.'; 99 ;te) %GS 400 100_1'- s. i5 65 EP ,.0 S..........,______41„........... •4480 }rI 101111 . 0 .rto 7 10 • �,,4 11 •523 1 .3 1, it! 2 0 9221 S 1 174 1 i 11 \i210 r 155.1 g Vg2 CD 14 •5198 •52°1 r 6 2 s 10i L.)400 63. 7,42 218 ) �I E1.GlN.OR l •1240 1 n Parcel: 373411752255, 4480 SPRINGS RD 1 in=150ft CONOVER, 28613 This map/report product was prepared from the Catawba County,NC Geospatial Information Services. Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and personnel,disclaim,and shall not be held liable for any and all damages,loss or liability,whether direct,indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. Copyright 2021 Catawba County NC 07/05/2022 • Parcel Report - Catawba CountyNC p Parcel Information: Owner Information: Parcel ID: 373411752255 Owner: BAKER RUBY HEFNER HEIRS Parcel Address: 4480 SPRINGS RD Owner2: City: CONOVER, 28613 Address: 18 WESLEY BRANCH RD LRK(REID): 52199 Address2: Deed Book/Page: 2004E/0624 City: ASHEVILLE Subdivision: State/Zip: NC 28806-9306 Lots/Block: / School Information: Last Sale: School District: COUNTY Plat Book/Page: Elementary School: LYLE CREEK Legal: Middle School: RIVER BEND Calculated Acreage: 8.260 High School: BUNKER HILL Tax Map: 1500 00102 School Map Township: CLINES State Road #: 1513 TaxNalue Information: Tax Rates(pdf) Zoning Information: City Tax District: All in County Zoning District: COUNTY County Fire District: ST STEPHENS Zoningl : R-20 Building(s) Value: $0 Zoning2: Land Value: $104,800 Zoning3: Assessed Total Value: $104,800 Zoning Overlay: Year Built/Remodeled: / Small Area: ST STEPHENS/OXFORD Current Tax Bill Split Zoning Districts: / Zoning Agency Phone Numbers Miscellaneous: Firm Panel Date: 2007-09-05 Building Permit Address Search for this Firm Panel #: 3710373400J parcel. 2010 Census Block: 1000 If available, Building Permits for this 2010 Census Tract: 010202 parcel. Septic links are not permits. Agricultural District: PROXIMITY Septic Final Permits prior to 08/2018, contact Environmental Health. Building Details WaterShed: Voter Precinct: P33/ Voting Map Parcel Report Data Descriptions • CAI'AWBA COUNTY 100A SOUTHWEST BLVD NEWTON,NORTH CAROLINA 28658 RECEIPT L101 ./ PHONE:828.465.8399 Thursday, July 7,2022 1$4 2 sM www.catawbacountync.gov PAYOR: MartinRay Holdings LLC MartinRay Holdings LLC(Marinelli,Nick) PAYMENTS TRANSACTION NUMBER: TRC-42993492-07-07-2022 PAYMENT DATE: 07/07/2022 PAYMENT TYPE: Credit Card 292141949 INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT 07-22-408824 110-580200-663000 Improvement Permit Fee $150.00 TOTAL PAYMENTS: $150.00 EHPR-07-2022-41587 CASE TYPE: Environmental Health Plan Review WORK CLASS: OSWP SITE ADDRESS: 4490 SPRINGS RD,CONOVER NC 28613 Applicant MARTINRAY HOLDINGS LLC, 114 MORLAKE DR SUITE 103,MOORESVILLE NC 28117 NICK@LANDANDLUXURY.COM **NO PEOPLESOFT ACCOUNT ASSIGNED•• receipt 07/07/2022 14.56 Page I of I